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Agenda Packet - Open Session - May 2023
Gregory Smith, Chair Vernell Doyle Lloyd Yavener, Vice Chair Michael Lushbaugh Ann Aldrich Kourtney Lowery Brianna Candelaria Wayne K. Keefer, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COUNTY, MARYLAND WWW.WASHCO-MD.NET 747 Northern Avenue | Hagerstown, MD 21742 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1 AGENDA May 3, 2023, 7:00 p.m. Washington County Administration Complex, 100 West Washington Street, Room 2001, Hagerstown, MD 21740 CALL TO ORDER AND ROLL CALL MINUTES 1. Minutes of the April 5, 2023 meeting * NEW BUSINESS 1. SP-23-004, 17939 Mason Dixon Road - (Discussion/Comment) Site Development Plan for two commercial warehouses * 2. SP-23-011, 17137 Black Stallion Lane - (Discussion/Comment) The proposed project consists of the development of a solar facility, community energy generating system within approximately 26 acres of existing agricultural land * 3. Section 106 Consultation: Project No. WA488C21 - (Discussion/Concurrence) I-70 Bridge Nos. 2112003 & 2112004 over Antietam Creek south of Funkstown * OTHER BUSINESS 1. Staff Report a. East Water Street Streetscape Improvements - Town of Smithsburg, Washington County, MD b. Incentive Ordinance Update a. Staff Reviews * CLOSED SESSION To discuss potential candidates to be recommended to the Board of County Commissioners for appointment to the Historic District Commission to fill an upcoming vacancy. ADJOURNMENT UPCOMING MEETING 1. Wednesday, June 7, 2023, 7:00 p.m. *attachments The Historic District Commission reserves the right to vary the order in which the cases are called. Individuals requiring special accommodations are requested to contact the Washington County Planning Department at 240- 313-2430 to make arrangements no later than ten (10) days prior to the meeting. Notice is given that the agenda may be amended at any time up to and including the meeting. MINUTES OF THE HISTORIC DISTRICT COMMISSION FOR WASHINGTON COUNTY April 5, 2023 The Washington County Historic District Commission held its regular monthly meeting on Wednesday, April 5, 2023 at 7:00 p.m. in the Washington County Administration Complex, 100 W Washington Street, Room 2001, Hagerstown, MD. CALL TO ORDER AND ROLL CALL The Chairman called the meeting to order at 7:00 p.m. Commission members present were: Greg Smith, Chairman, Lloyd Yavener, Vernell Doyle, Michael Lushbaugh, Ann Aldrich and ex-officio Commissioner Wayne Keefer. Staff members present were: Washington County Department of Planning & Zoning: Meghan Jenkins, GIS Coordinator and HDC Staff member. MINUTES Motion: Ms. Aldrich made a motion to approve the minutes of the March 1, 2023 meeting as presented. The motion was seconded by Mr. Yavener and unanimously approved. NEW BUSINESS Demo Permit 2023-01360 – Building 160, 14336 Banfill Avenue Ms. Jenkins presented a demolition permit application to demolish a 5,800 square foot stick built addition on Building 160 located on the historic Fort Ritchie Military Base. The building is located in the southeastern corner of the overall base property and can be seen from Banfill Avenue and Ritchie Road; however, it is not visible from the core historic area mentioned in the MIHP. The addition has significant infiltration of water due to a complete roof failure and collapse. The large brick stack that is attached to the addition is proposed to remain. The original structure constructed of green granite stone will be retained and renovated for reuse. Staff recommends support of the demolition permit for the portion of Building 160. Motion and Vote: Ms. Aldrich made a motion to support Demolition Permit 2023-01360 for Building 160, 14336 Banfill Avenue as presented. The motion was seconded by Mr. Yavener and unanimously approved. Demo Permit 2023-01460 – 22416 Goose Street Ms. Jenkins presented a demolition permit application for the demolition of a 300 square foot rear portion of the dwelling and a 35 square foot rear porch located at 22416 Goose Street in the Cavetown Historic Rural Village. The original structure is a two-story vernacular brick residence with laterally-oriented gable roof, flat topped 2/2 with jack-arched lintels and a four-bay façade. The brick portion of the house has been painted and the condition of the brick varies. The rear addition is a mixture of vinyl siding, drop siding and corrugated metal in varying degrees of disrepair and deterioration. Staff recommends support of the demolition permit. Discussion and Comment: Ms. Aldrich asked if the windows are original to the structure. Mr. Misael Javier, the property owner, was present and stated that most of the windows have been replaced. Ms. Aldrich expressed her concern regarding stability of the exterior brick when the interior walls and supports are being replaced. The customer stated that this work would be phased, and stability of the exterior shell should not be affected. Mr. Smith asked if the siding covering the brick will be removed as part of the renovation of the property. Mr. Javier stated that the rear portion where there is existing siding doesn’t appear to have brick underneath but has framing. That framing will be modified as stated in the new construction permit application. Any exterior that isn’t brick will be matched to vinyl siding shown on the proposed addition on a separate permit. Motion and Vote: Mr. Lushbaugh made a motion to support Demolition Permit 2023-01460 for 22416 Goose Street as presented. The motion was seconded by Ms. Doyle and unanimously approved. Building Permit 2023-01763 – 22416 Goose Street Ms. Jenkins presented a permit application for the remodeling of a 513 square foot house and new construction of a 954 square foot rear addition. The proposed addition to the rear of the dwelling will have a 13 x 13 foot passthrough between the existing house and the main portion of the addition. The addition will extend to the east of the existing house with approximately 25 feet of new construction visible from Goose Street. All new construction will have vinyl siding with asphalt shingles. There is a proposed brick veneer along the foundation approximately 3 feet from ground level. The addition as well as the updates to the porch will not change the existing mass or scale and will be compatible with neighboring properties within the Rural Village. Motion and Vote: Mr. Lushbaugh recommended approval of the building permit as presented. The motion was seconded by Ms. Aldrich and unanimously approved. OTHER BUSINESS National Preservation Month (May) Ms. Jenkins announced that she has scheduled time on the County Commissioners agenda on April 25th for the proclamation presentation for National Preservation Month. Ms. Jenkins provided an overview of various post ideas to be used on Facebook during National Preservation Month. Themes that will be spotlighted will include the Rural Villages (Sandy Hook, Pen Mar, Rohrersville and Antietam), topics from the Design Guidelines, areas where demolition permits fall under the HDC’s review and the appropriate process to apply for a demo permit, the Antietam and Historic Preservation overlays, examples of architectural styles and various accessory structures throughout the County, and discussion of historic cemeteries. Staff Report Ms. Jenkins provided a written report of staff reviews for the previous month. Ms. Jenkins reported that a concept plan including a cultural resource site assessment has been submitted for property located at 12440 Burkholder Lane (behind the Dickinson property). A preliminary consultation will be held on April 26th. The developer is proposing to retain the existing farmstead including the stone dwelling on the site. Staff will be recommending forest to be retained on the site to screen the existing farmstead from the proposed development. Ms. Jenkins stated that an old cemetery near the intersection of Kieffer Funk Road and Bovey Lane was disturbed during the clearing of trees. The property owner was not aware of the cemetery and has been contacted. He intends to repair the damaged concrete wall around the site. She noted that anytime an historic cemetery is disturbed, this is a criminal offense and would be handled by the Sherriff’s Department. Ms. Jenkins reported that remains buried in an old cemetery on Blooming Meadows Court were moved by the current property owner. The Maryland Coalition for Burial Sites, the Sherriff’s Department and the State’s Attorney’s Office have all been contacted. ADJOURNMENT Mr. Lushbaugh made a motion to adjourn the meeting at 8:20 p.m. The motion was seconded by Ms. Aldrich and so ordered by the Chairman. UPCOMING MEETING The next meeting is scheduled for May 3, 2023 at 7:00 p.m. Respectfully submitted, _______________________________________ Gregory Smith, Chairman SITE WASHINGTON COUNTY CONTROL MONUMENT DESIGNATION: RVT 1 MD STATE PLANE HORIZONTAL: NAD83 XX X XXXXX X XXXXXX XXXXX X X XXXXXXXXXXXXXXXXXXXSTATION #4 620.7619.5619.5622.7 622.6608.4 605.6605.6 WXX X XIRON PIN& CAP MAG NAIL N/FMICHAEL LUSHBAUGHL. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/FPAMELA RENOL. 4845 / F. 187 N/FRICHARD &DELORES WITMERL. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLCL.2173 F.676PARCEL 1 172 ACRES ± S 61° 0 0 ' 3 0 " E 151. 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 562 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88'S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163'(R.O.W. SHOULDER TO SHOULDER)DALEY ROADGREENMOUNTROADNORFOLK SOUTHERN RAILROADN/FLEON & ESTHER EBYL. 4752 / F.485PLAT #9745 N/F MYLIN & DARLENE HORSTL. 1082 / F.187 N/F ETHAN & ANNETTE EBYL. 4324 / F. 380 N/FETHAN & ANNETTE EBYL. 4324 / F. 380 N/FSTANLEY & BELINDAKEGARISEL. 1346 / F. 1043 N/FSLLP BLDG 1 LLCINSTR. #2022011687 N/F LOWELL & LUELLA EBYL. 1544 / F. 107PLAT #9986 N/FJOSE SOTOL. 4976 / F. 443 N/FVAUGHN & NOLA MARTINL. 5929 / F. 275 N/FLAMAR & ALICIABURKHOLDERL. 5918 / F. 370 N/FANNA SHANKL. 394 / F. 296 N/FDORIS ELLIOTT L. 7045 / F. 210 N/FKENNETH &ELIZABETH BUTTSL. 2770 / F. 499MD STATE PLANENAD 83 NAVD 88APPROXIMATE OFFSITE WATERSHED 380 AC. LANDS OF 2003 MASON DIXON LLC 172.3 AC.±P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 01-02 COVER&GENERALNOTES.DWG 2023-02-01NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com PROPERTY INFORMATION XXX 1" = 50' COVER SHEET C-001 01 XX SP-23-____ Maryland 43404 03-15-2025 2023SITE PLAN FOR 2003 MASON DIXON LLC SITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROAD WEST OF THE GREENMOUNT ROAD INTERSECTION 17939 MASON DIXON ROAD WASHINGTON COUNTY, MARYLAND C-001 SHEET 01 COVER SHEET C-002 SHEET 02 NOTES & LEGENDS C-101 SHEET 03 EXISTING CONDITIONS C-102 SHEET 04 DEMOLITION PLAN C-103 SHEET 05 EROSION & SEDIMENT CONTROL PLAN - INITIAL CONTROLS C-104 SHEET 06 EROSION & SEDIMENT CONTROL PLAN - INITIAL CONTROLS C-105 SHEET 07 EROSION & SEDIMENT CONTROL PLAN - INITIAL CONTROLS C-106 SHEET 08 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-107 SHEET 09 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-108 SHEET 10 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-109 SHEET 11 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-110 SHEET 12 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-111 SHEET 13 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-112 SHEET 14 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-113 SHEET 15 EROSION & SEDIMENT CONTROL PLAN - FINAL CONTROLS C-114 SHEET 16 OVERALL GRADING & DRAINAGE PLAN C-115 SHEET 17 GRADING & DRAINAGE PLAN C-116 SHEET 18 GRADING & DRAINAGE PLAN C-117 SHEET 19 GRADING & DRAINAGE PLAN C-118 SHEET 20 GRADING & DRAINAGE PLAN C-119 SHEET 21 GRADING & DRAINAGE PLAN C-120 SHEET 22 GRADING & DRAINAGE PLAN C-121 SHEET 23 GRADING & DRAINAGE PLAN C-122 SHEET 24 OVERALL SITE, UTILITY & DIMENSIONING PLAN C-123 SHEET 25 SITE, UTILITY & DIMENSIONING PLAN C-124 SHEET 26 SITE, UTILITY & DIMENSIONING PLAN C-125 SHEET 27 SITE, UTILITY & DIMENSIONING PLAN C-126 SHEET 28 SITE, UTILITY & DIMENSIONING PLAN C-127 SHEET 29 SITE, UTILITY & DIMENSIONING PLAN C-128 SHEET 30 SITE, UTILITY & DIMENSIONING PLAN C-129 SHEET 31 SITE, UTILITY & DIMENSIONING PLAN C-301 SHEET 32 STORMWATER MANAGEMENT PLAN C-302 SHEET 33 STORMWATER MANAGEMENT PLAN C-303 SHEET 34 STORMWATER MANAGEMENT PLAN C-304 SHEET 35 STORMWATER MANAGEMENT PLAN C-305 SHEET 36 STORMWATER MANAGEMENT PLAN C-306 SHEET 37 STORMWATER MANAGEMENT PLAN C-307 SHEET 38 STORMWATER MANAGEMENT PLAN C-308 SHEET 39 STORMWATER MANAGEMENT DETAILS & NOTES C-309 SHEET 40 STORMWATER MANAGEMENT DETAILS & NOTES C-401 SHEET 41 CONSTRUCTION PROFILES - MAIN ENTRANCE C-402 SHEET 42 CONSTRUCTION PROFILES - MAIN ENTRANCE C-403 SHEET 43 CONSTRUCTION PROFILES - STORM DRAINAGE C-404 SHEET 44 CONSTRUCTION PROFILES - STORM DRAINAGE C-405 SHEET 45 CONSTRUCTION PROFILES - STORM DRAINAGE C-406 SHEET 46 CONSTRUCTION PROFILES - STORM DRAINAGE C-407 SHEET 47 CONSTRUCTION PROFILES - STORM DRAINAGE C-408 SHEET 48 CONSTRUCTION PROFILES - STORM DRAINAGE C-409 SHEET 49 CONSTRUCTION PROFILES - STORM DRAINAGE C-410 SHEET 50 CONSTRUCTION PROFILES - RETAINING WALL C-411 SHEET 51 CONSTRUCTION PROFILES - WATER & SEWER C-412 SHEET 52 CONSTRUCTION PROFILES - WATER (FIRE LOOP) C-413 SHEET 53 CONSTRUCTION PROFILES - WATER (FIRE LOOP) C-414 SHEET 54 CONSTRUCTION PROFILES - WATER (FIRE LOOP) C-415 SHEET 55 CONSTRUCTION PROFILES - WATER (FIRE LOOP) C-501 SHEET 56 CONSTRUCTION DETAILS & NOTES - E & S CONTROLS C-502 SHEET 57 CONSTRUCTION DETAILS & NOTES - E & S CONTROLS C-503 SHEET 58 CONSTRUCTION DETAILS & NOTES - E & S CONTROLS C-504 SHEET 59 CONSTRUCTION DETAILS & NOTES - STORM DRAINAGE C-505 SHEET 60 CONSTRUCTION DETAILS & NOTES - STORM DRAINAGE C-506 SHEET 61 CONSTRUCTION DETAILS & NOTES - WATER C-507 SHEET 62 CONSTRUCTION DETAILS & NOTES - WATER C-508 SHEET 63 CONSTRUCTION DETAILS & NOTES - SEWER C-509 SHEET 64 CONSTRUCTION DETAILS & NOTES - SITE L-101 SHEET 65 OVERALL LANDSCAPE PLAN L-102 SHEET 66 LANDSCAPE PLAN - BUILDING # 1 L-103 SHEET 67 LANDSCAPE PLAN - BUILDING #2 L-501 SHEET 68 LANDSCAPE DETAILS & NOTES FCP-101 SHEET 69 FORESTATION PLAN STREAM CROSSING PLANS X-101 SHEET __STREAM CROSSING PLAN X-102 SHEET __STREAM CROSSING PLAN X-103 SHEET __STREAM CROSSING PLAN X-104 SHEET __STREAM CROSSING PLAN X-105 SHEET __CONSTRUCITON DETAILS & NOTES X-106 SHEET __CONSTRUCITON DETAILS & NOTES PHOTOMETRIC PLANS (PROVIDED BY OTHERS) E-101 SHEET 01 PHOTOMETRIC PLAN E-102 SHEET 02 PHOTOMETRIC PLAN E-103 SHEET 03 PHOTOMETRIC PLAN E-104 SHEET 04 PHOTOMETRIC PLAN SCALE: 1" = 2000' ADC MAP 09, K4 USGS MAPS (HAGERSTOWN, MD & MASON DIXON, PA 2019) TYPE NUMBER TITLE SCALE: 1" = 500' TAX MAP - GRID - PARCEL: PROPERTY ACCOUNT # CIVIL ENGINEER / SURVEYOR: FSA INC. 20 WEST BALTIMORE STREET GREENCASTLE, PA 17225 PROJECT MANAGER: JUSTIN DOTY EMAIL: JDoty@fsa-inc.com PHONE: (301) 791-3650 SHEET INDEX APPROVALS CLIENT/OWNER/DEVELOPER: 2003 MASON DIXON LLC 11535 HOPEWELL ROAD HAGERSTOWN MD 21740 ATTN: BRAD FULTON EMAIL: BFulton@acandt.com PHONE: (304) 582-2700 R Know what's below. before you dig.Call LOCATION PLAN VICINITY MAP 1/89 SCS MD-ENG-6A USDA Phone No. 1-800-257-7777 UTILITY NOTIFICATION The Soil Conservation District makes no representation as to the existence or nonexistence of any utilities at the construction site. Shown on these construction drawings are those utilities which have been identified. It is the responsibility of the landowners or operators and contractors to assure themselves that no hazard exists or damage will occur to utilities. It is suggested that Miss Utility be contacted at: CU. YDS. OF FILL. CU. YDS. OF EXCAVATION AND APPROXIMATELY EXCAVATION AND FILL AS SHOWN ON THESE PLANS HAS BEEN COMPUTED TO BE APPROXIMATELY ACRES AND THE TOTAL AMOUNT OF DISTURBED AREA QUANTITY THE TOTAL AREA TO BE DISTURBED SHOWN ON THESE PLANS HAS BEEN DETERMINED TO BE APPROXIMATELY 144.5 631,100 1,110,200 SIGNATURE ENGINEER'S STORMWATER MANAGEMENT CERTIFICATION "I verify and affirm that the Construction for the Stormwater Management Facilities as performed either meets or exceeds the requirements and design intent of this plan, including all specifications and referenced standards, and has been completed in accordance with good construction practices. I also verify and affirm that I have reviewed the construction inspection documentation and the as-built information; that it has been done in accordance with Washington County requirements and at a level deemed necessary to assure the Verification made herein; and all discrepancies between the as-built information and approved plans have been noted and are considered acceptable to the Consultant." SEALDATE Date: By: WASHINGTON COUNTY SOIL CONSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL PLAN APPROVAL (PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL) SIGNATURE DATE APPROVAL: WASHINGTON COUNTY DIVISION OF ENGINEERING ENGINEER / ARCHITECT DESIGN CERTIFICATION I hereby certify this plan for soil erosion and sediment control has been designed in accordance with local ordinances, COMAR 26.17.01.07, and Maryland Standards and Specifications for Soil Erosion and Sediment Control. DATE SIGNATUREREG. NO. OWNER / DEVELOPERS CERTIFICATION "I/we hereby certify that all clearing, grading, construction and/or development will be done pursuant to this plan and in accordance with the Stormwater Management Ordinance of Washington County and the policy on construction of subdivision infrastructure for acceptance and ownership by Washington County (S-3)." OWNER / DEVELOPERS CERTIFICATION "I/We certify all/any parties responsible for clearing, grading, construction and/or development will; be done pursuant to this plan and responsible personnel involved in the construction project will have a Certificate of Training at a Maryland Dept. of the Environment approved training program for the control of soil erosion and sediment." _________________________________________________ Date Printed Name ____________________________________________________________ Signature _________________________________________________ Date Printed Name ____________________________________________________________ Signature ANTRIM TOWNSHIP MUNICIPAL AUTHORITY ESD PRACTICES SUMMARY TABLE (WATERSHED 1, 5 & 6) CONSTRUCTION TYPE (NEW, REDEVELOPMENT, RESTORATION): NEW ESD PRACTICES (CHAPTER 5 - NON-STRUCTURAL & STRUCTURAL) TYPE BMP NO. DA TO STRUCTURE (AC.) IMPERVIOUS DA TO STRUCTURE (AC) ESDv (CF) ESDv (AC. FT) Pe ADDRESSED (IN) BIORETENTION 1.1 0.78 0.437 4,100 0.094 2.6 BIORETENTION 1.2 0.66 0.450 4,100 0.094 2.6 BIORETENTION 1.5 8.18 5.718 62,640 1.438 3.1 BIORETENTION 5.1 0.36 0.250 2,460 0.056 2.8 BIORETENTION 5.2 0.35 0.240 2,460 0.056 2.9 BIORETENTION 5.3 0.61 0.465 3,485 0.080 2.1 BIORETENTION 5.4 0.52 0.361 2,706 0.062 2.1 NON-ESD PRACTICES (CHAPTER 3 - STRUCTURAL PRACTICES) SURFACE SAND FILTER 1.3 15.94 12.47 96,015 2.204 2.2 SURFACE SAND FILTER 1.4 14.60 12.05 93,960 2.157 2.2 EXTENDED DETENTION 1.6 49.20 34.64 N/A N/A N/A ESD PRACTICES SUMMARY TABLE (WATERSHED 2, 3 & 4) CONSTRUCTION TYPE (NEW, REDEVELOPMENT, RESTORATION): NEW ESD PRACTICES (CHAPTER 5 - NON-STRUCTURAL & STRUCTURAL) TYPE BMP NO. DA TO STRUCTURE (AC.) IMPERVIOUS DA TO STRUCTURE (AC) ESDv (CF) ESDv (AC. FT) Pe ADDRESSED (IN) BIORETENTION 3.1 0.43 0.220 2,460 0.056 3.1 BIORETENTION 3.2 5.45 3.650 27,675 0.635 2.1 BIORETENTION 3.5 9.93 8.230 56,520 1.298 2.0 BIORETENTION 3.6 0.78 0.484 3,485 0.080 2.0 BIORETENTION 3.7 0.82 0.528 3,485 0.080 1.9 BIORETENTION 4.1 0.53 0.224 2,870 0.066 3.5 NON-ESD PRACTICES (CHAPTER 3 - STRUCTURAL PRACTICES) SURFACE SAND FILTER 3.3 11.67 9.666 76,363 1.753 2.3 SURFACE SAND FILTER 3.4 6.75 5.688 52,675 1.209 2.7 EXTENDED DETENTION 3.8 39.59 28.465 N/A N/A N/A ESD PRACTICES SUMMARY TABLE (WATERSHED 7 & 8) CONSTRUCTION TYPE (NEW, REDEVELOPMENT, RESTORATION): NEW ESD PRACTICES (CHAPTER 5 - NON-STRUCTURAL & STRUCTURAL) TYPE BMP NO. DA TO STRUCTURE (AC.) IMPERVIOUS DA TO STRUCTURE (AC) ESDv (CF) ESDv (AC. FT) Pe ADDRESSED (IN) BIORETENTION 7.1 1.19 0.572 6,066 0.139 2.9 BIORETENTION 7.2 0.67 0.440 3,600 0.083 2.3 BIORETENTION 7.3 6.45 5.467 42,435 0.974 2.2 BIORETENTION 7.4 1.94 1.254 11,430 0.262 2.6 NON-ESD PRACTICES (CHAPTER 3 - STRUCTURAL PRACTICES) SURFACE SAND FILTER 7.5 18.17 14.106 90,825 2.085 1.8 EXTENDED DETENTION 7.6 36.16 26.447 N/A N/A N/A WM MB LEGEND EXISTING PROPOSED SUBJECT BOUNDARY BUILDING SETBACK LINE RIGHT OF WAY EASEMENT LINE ADJOINER BOUNDARY FENCE (METAL) FENCE (WOODEN) DITCH (STREAM) EDGE OF WATER WETLAND FLOODPLAIN SOIL BOUNDARY RAILWAY CENTERLINE EDGE OF PAVEMENT EDGE OF GRAVEL CURB WALL GUARD RAIL EDGE OF CONCRETE BUILDING MAIL BOX SIGN (ROAD) SIGN (SITE) TRAFFIC SIGNAL TOPOGRAPHIC FEATURES CONTOUR (INDEX) CONTOUR (INTERMEDIATE) SPOTS ELEVATION VEGETATION AREAS TREELINE DECIDUOUS TREES EVERGREEN TREES SANITARY SEWER GRAVITY LINE FORCE MAIN LINE LATERAL MANHOLE CLEANOUT VALVE WATER COLD WATER LINE HOT WATER LINE MANHOLE FIRE HYDRANT VALVE METER WELL STORM DRAINAGE STORM SEWER LINE ROOF DRAIN LINE MANHOLE INLETS CLEANOUT UTILITIES GAS LINE ELECTRICAL LINE FIBER OPTIC LINE COMMUNICATION LINE OVERHEAD LINES MANHOLE PEDS, BOX, & ETC POLE LIGHT POLE GAS METER GAS VALVE X X X X X X X X X X X X X X I I I I I I I I SS SS SS SS SS SS FM FM FM FM FM FM W W W W W W W HW HW HW HW HW HW G G G G G G G G UGE UGE UGE UGE UGE UGE COMM COMM COMM OH OH OH OH OH OH 500 501 500 SEE LANDSCAPE SHEET FOR LEGEND SEE LANDSCAPE SHEET FOR LEGEND 501.65 501501.65 WM GM GM MB GENERAL NOTES ZONING DATA ZONING DISTRICT PI - PLANNED INDUSTRIAL, AP/O AIRPORT OVERLAY ZONE BUILDING HEIGHT 50 FT. (AP/O) MINIMUM YARD SETBACK: FRONT 150 FT. WHEN ADJACENT TO AN EXPRESSWAY OR PRIMARY HIGHWAY, 50 FT. WHEN ADJACENT TO OTHER COUNTY OR MUNCIPAL STREETS OR INTERIOR ROADS WITHIN AN INDUSTRIAL PARK *SIDE AND REAR 150 FT. ADJOINING A RESIDENTIAL DISTRICT OR 75 FT. WHERE PROPER SCREENING, AS DETERMINED BY THE PLANNING COMMISSION, ALONG THE PROPERTY LINE IS PROVIDED. 75 FT. ADJOINING A BUSINESS OR INDUSTRIAL DISTRICT BOARD OF ZONING APPEALS' CASE SITE DATA LEGEND - ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ADS ADVANCED DRAINAGE SYSTEM ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL AWWA AMERICAN WATER WORKS ASSOCIATION BLDG BUILDING BOT BOTTOM CIP CAST IRON PIPE CL CENTERLINE CMP CORRUGATED METAL PIPE CO SANITARY SEWER CLEAN-OUT COMM COMMUNICATION CONC CONCRETE DA DRAINAGE AREA DIA DIAMETER EGL EXISTING GRADE LINE EX EXISTING EIP EXISTING IRON PIN FFE FINISH FLOOR ELEVATION FH FIRE HYDRANT GV GATE VALVE HGL HYDRAULIC GRADE LINE HDPE HIGH DENSITY POLYETHYLENE INV INVERT LF LINEAR FEET MAX MAXIMUM MB MAIL BOX MIN MINIMUM MJ MECHANICAL JOINT NO NUMBER NIC NOT IN CONTRACT NTS NOT TO SCALE OAC OR APPROVED EQUAL OC ON CENTER PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PGL PROPOSED GRADE LINE PRC POINT OF REVERSE CURVE PT POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT ROW RIGHT-OF-WAY SAN SANITARY SCE STABILIZED CONSTRUCTION ENTRANCE SDR STANDARD DIMENSION RATIO SIP SET IRON PIN SD STORM DRAINAGE SDMH STORM DRAIN MANHOLE SF SQUARE FEET SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD SY SQUARE YARDS TAN TYPE AS NOTED TEMP TEMPORARY TS TOP OF STRUCTURE TG TOP OF GRATE TR TOP OF RIM TYP TYPICAL U/P UTILITY POLE VIF VERIFY IN FIELD WL WATERLINE WM WATER METER WV WATER VALVE The stream buffers shown hereon are established pursuant to the requirements of the Washington County Subdivision Ordinance Article IV, Section 409. In an effort to preserve or improve water quality, the property owner is required to establish and thereafter maintain in perpetuity vegative ground cover in accordance with urban best management practices recommended by the Washington County Soil Conservation District. No permanent structures or construction are permitted within the stream buffer except those designed to improve water quality or flow as approved by the Washington County Planning Commission in accordance with all applicable regulations, laws, and policies. No septic systems shall be constructed within the buffer nor shall any reserve area be established within the buffer. TITLE SENSITIVE AREA NOTICE P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 01-02 COVER&GENERALNOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com PROPERTY INFORMATION XXX AS SHOWN GENERAL NOTES C-002 02 XX SP-23-____ Maryland 43404 03-15-2025 20231.Any damage to adjoining public roads, utilities, etc. during construction will be repaired in kind by the contractor. 2.No subsurface investigation has been performed by Frederick, Seibert and Associates, Inc. to determine ground water, rock, sinkholes or any other natural or man-made existing features. See geotech report by Triad Engineering for sub-surface findings. 3.FSA, Inc. assumes no liability for the location of any above ground and below ground utilities. Existing utilities are shown from the best available information. Contractor to field verify location and depth of all above and below ground utilities prior to construction. 4.The contractor shall locate existing utilities in advance of construction operations in the vicinity of proposed utilities. 5.The contractor shall take all necessary precautions to protect the existing utilities and to maintain uninterrupted service. Any damage incurred due to the contractor's operation shall be repaired immediately at the contractor's expense. Contractor to use caution in areas where low hanging wires exist. 6.All utilities shall be cleared by a minimum of 1'-0". All utility poles shall be cleared by a minimum of 2'-0" or tunneled if required. 7.The Contractor shall notify the following utilities or agencies at least five (5) days before starting work shown on these drawings: Miss Utility 1-800-257-7777 Potomac Edison 1-800-255-3443 Columbia Gas (New Business)1-800-440-6111 Columbia Gas (Conflicts)(301) 964-1065 Verizon (301) 790-7124 Antietam Cable (240) 420-2082 City of Hagerstown Engineering Department (301) 739-8577 Ext. 125 City of Hagerstown Utilities Department (301) 739-8577 Ext. 650 Washington County Soil Conservation District (301) 797-6821 Ext. 3 Washington County Planning and Permitting (240) 313-2460 8.The contractor shall be responsible for coordination of his construction with the construction of other contractors. 9.Benchmarks to be established by FSA prior to the start of construction. 10.The contractor shall notify the Architect/Engineer, before construction, of any conflicts between the plans and actual field conditions. 11.The contractor shall protect all utilities and culvert pipes during construction by insuring proper cover, increasing cover, or constructing roadway and parking through base course before loading site with heavy vehicles. 12.Job site safety is the sole responsibility of the contractor. The Contractor shall perform all excavation in accordance with O.S.H.A. Regulations for trench safety. 13.The contractor shall perform his own field inspection and surveys (if necessary) to determine the limit of earthwork needed to complete this project. Any earthwork quantities that may be shown hereon are preliminary estimates only, and are intended for Soil Erosion Control plan review, if required. There has been no correction made to the earthwork quantities shown hereon due to the compaction of fill. 14.The contractor shall be aware that in the event of discrepancy between scaled and figured dimensions shown on the plan, the figured dimensions shall govern. 15.Sediment erosion control measures shall be installed per sediment erosion control plans, details and specifications. 16.Please refer to Geotechnical Report completed by Triad Engineering for load bearing fills, etc. 17.The entire area included within the proposed limits of cut and fill shall be stripped of all root material, trash and other organic and otherwise objectionable, non-complying and unsuitable soils and materials. 18.It shall be distinctly understood that failure to mention specifically any work which would naturally be required to complete the project shall not relieve the contractor of his responsibility to complete such work. 19.All handicapped parking spaces shall be designed, ramped and signed to meet the minimum requirements of the Maryland code for the handicapped. 20.The existing site contours shown hereon are LIDAR 1' contours and field checked by FSA in June 2019. (Contour accuracy is to plus or minus one half the contour interval). 21.Limit of disturbed areas are to be the limit of property ownership, unless otherwise noted. 22.The contractor shall provide MOSH safety assistance for City Utilities Department, Water and Wastewater Division Inspectors. 23.Applicant to provide as built mylars at the completion of the project. 24.This project has a projected start date of October 2021 and a completion date of July 2022. 25.A complete set of approved plans and a copy of the grading permit must be on site and available for use by the inspector, or other representative of the City of Hagerstown and Washington County. 26.The Board of Zoning Appeals approved the parking reduction from 1450 to 1105 under case #AP2022-006. 27.Proposed SWM will consist of on-site bio-retention facilities, stone trenches, grass swales, surface sand filters, wet pools, and detention ponds. 28.There is an existing sanitary sewer line and easement that runs through the property that is shown on the plans. 29.There is an existing waterline that runs through the property that is being relocated. 30.There are no parks, open space within or adjoining the tract. 31.All existing drainage culverts and drainage easements are to be maintained and unaltered. 32.There are no existing or proposed pumping stations in this development. 33.A complete set of approved plans and a copy of the grading permit must be on site and available for use by the inspector or other representative of Washington County. 34.All grading on lot/parcel, either before or after the construction of a dwelling or appurtenances, shall be the full responsibility of the lot/parcel owner. 35.A utility permit will be required for any proposed utility work located within the Washington County right-of-way. 36.All proposed retaining walls over three feet high requires a building permit and shall be designed according to the applicable Building Code and/or AASHTO standard, and shall be approved prior to construction, by the Washington County Division of Plan Review & Permitting. 37.Stream A buffer requirements were waived by Washington County Soil Conservation District during a field meeting on October 20, 2020. 38.Any new entrance (temporary or permanent) on Sterling Road will require a Washington County Entrance Permit prior to construction. 39.A grading plan has been approved for this site under GP-21-016. 40.A public works agreement and performance security will be required for all improvements within the county right-of-way that are not otherwise regulated under a utility permit or entrance permit. DIVISION OF PLAN REVIEW & PERMITTING NOTES 1.In conformance with the Stormwater Management Ordinance of Washington County, a performance security and executed maintenance agreement shall be required from the developer prior to issuance of any building or grading permit for construction per these plans.” 2.This project will require a third party qualified professional to be present at the preconstruction meeting. Construction inspection will be required for this project per the "Roadway and Stormwater Management Construction Verification Procedures" dated October 17, 2008. 3.A complete set of approved plans and a copy of the grading permit must be on site and available for use by the inspector, or other representative of Washington County Division of Public Works. 4.Developer/Contractor shall contact the certifying engineer and the County at least 5 days prior to the start of construction of the stormwater management system to schedule and coordinate inspection time tables. 5.This development plan must comply with the current Washington County Stormwater Management, Grading, Soil Erosion and Sediment Control. Ordinance. 6.All grading for this project shall be the full responsibility of the property owner. 7.No permanent structures (e.g., fences, sheds, play equipment, retaining walls) shall be permitted within any stormwater or storm drainage easement on this property. FIRE DEPARTMENT NOTES 1.Construction occurring on this site shall comply with NFPA 241, standard for safeguarding construction, alteration, and demolition operations, and chapter 16 of NFPA 1, uniformed fire code. 2.No open burning is permitted. Permits are required to perform blasting operations within the city of Hagerstown. 3.New buildings shall have approved address numbers placed in a position to be plainly legible and visible from the street or road fronting the property (NFPA 1-10.13.1). 4.A fire department access box (knox box) shall be installed. This box will be required to contain keys to the building, gates, fire protection system keys and other areas as requested by the fire department. Plans should reflect the location of box near the main entrance. Application information may be obtained from this office by the general contractor or online at www.knoxbox.com. TAX MAP - GRID - PARCEL 0010 - 0020 - 0068 ELECTION DISTRICT 13 ACCOUNT NUMBER 000239 LIBER / FOLIO 02173/00676 AREA SUMMARY TOTAL PARCEL 172.29 AC DISTURBED AREA 144.5 AC EXISTING IMPERVIOUS 1.07 AC (0.6%) PROPOSED TOTAL IMPERVIOUS 96.198 AC (55.8%) BUILDING #1 SUMMARY: FOOTPRINT 1,237,600 SF OFFICE SPACE 24,000 SF WAREHOUSE SPACE 1,213,600 SF HEIGHT 45± FT PROPOSED USE WAREHOUSE & OFFICE (PERMITTED USE) HOURS OF OPERATION 24 HOURS A DAY / 7 DAYS A WEEK FREIGHT/DELIVERY 740 TRUCKS/DAY EMPLOYEE SUMMARY: OFFICE 30 WAREHOUSE 500 WATER & SEWER USAGE: WATER PROVIDED ANTRIM TOWNSHIP MUNICIPAL AUTHORITY SEWER PROVIDED ANTRIM TOWNSHIP MUNICIPAL AUTHORITY EXISTING ALLOCATION 0 GPD PROPOSED ALLOCATION 17,800 GPD (71 EDU) WASTE & RECYCLABLES: SOLID WASTE REMOVAL PRIVATE HAULER: ROLL OFF TRASH COMPACTOR IN BAY RECYCLE REMOVAL PRIVATE HAULER: ROLL OFF TRASH COMPACTOR IN BAY SITE LIGHTING: EXISTING NONE PROPOSED POLE & BUILDING MOUNTED SITE SIGNAGE: EXISTING NONE PROPOSED BUILDING #2 SUMMARY: FOOTPRINT 611,520 SF OFFICE SPACE 12,500 SF WAREHOUSE SPACE 599,020 SF HEIGHT 45± FT PROPOSED USE WAREHOUSE & OFFICE (PERMITTED USE) HOURS OF OPERATION 24 HOURS A DAY / 7 DAYS A WEEK FREIGHT/DELIVERY 370 TRUCKS/DAY EMPLOYEE SUMMARY: OFFICE 15 WAREHOUSE 250 WATER & SEWER USAGE: WATER PROVIDED ANTRIM TOWNSHIP MUNICIPAL AUTHORITY SEWER PROVIDED ANTRIM TOWNSHIP MUNICIPAL AUTHORITY EXISTING ALLOCATION 0 GPD PROPOSED ALLOCATION 14,685 GPD (35.5 EDU) WASTE & RECYCLABLES: SOLID WASTE REMOVAL PRIVATE HAULER: ROLL OFF TRASH COMPACTOR IN BAY RECYCLE REMOVAL PRIVATE HAULER: ROLL OFF TRASH COMPACTOR IN BAY SITE LIGHTING: EXISTING NONE PROPOSED POLE & BUILDING MOUNTED SITE SIGNAGE: EXISTING NONE PROPOSED WAIVER AND/OR VARIANCE PARKING REDUCTION, BOARD OF ZONING APPEALS CASE FOREST CONSERVATION ONSITE PLANTING, AND OFFSITE RETENTION WATERSHED: NAME CONOCOCHEAGUE CREEK/TOMS RUN NUMBER 02-14-05-04 FEMA PANEL #24043C0110D, 24043C0128D DATED 08/15/2017 FUNCTIONAL ROAD CLASSIFICATION: MASON DIXON RD. (PA SR 0163)COMMUNITY COLLECTOR PARKING, LOADING & BICYCLE DATA (BUILDING #1) USE REQUIREMENT CALCULATION REQUIRED WAREHOUSE 1 SPACE PER 1,500 SF GFA 1,213,600 SF / 1,500 SF 809 SPACES PLUS 1 SPACE PER 350 GFA OF SALES 24,000 SF / 350 SF 69 SPACES AND/OR OFFICE SPACE TOTAL REQUIRED SPACES 878 SPACES TOTAL PROVIDED PARKING SPACES 785 SPACES TOTAL ADA SPACES PROVIDED 16 SPACES TOTAL TRAILER PARKING SPACES 377 SPACES PARKING, LOADING & BICYCLE DATA (BUILDING #2) USE REQUIREMENT CALCULATION REQUIRED WAREHOUSE 1 SPACE PER 1,500 SF GFA 599,020 SF / 1,500 SF 400 SPACES PLUS 1 SPACE PER 350 GFA OF SALES 12,500 SF / 350 SF 36 SPACES AND/OR OFFICE SPACE TOTAL REQUIRED SPACES 436 SPACES TOTAL PROVIDED PARKING SPACES 377 SPACES TOTAL ADA SPACES PROVIDED 8 SPACES TOTAL TRAILER PARKING SPACES 255 SPACES XXXX X X XXXX XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXX HbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA FM FM FM FM FM WWW SPEED LIMIT40 MPH SIGN XXXX X XXCAUTION INTERSECTION 30 MPH SIGN MAILBOX 622.7 622.6 608.4 605.6605.6 SEGMENT SIGN'S.R. 163 20/30 W W W WXXXXXXXXX X X X X XIRON PIN& CAP WFMN/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± ZONED: AG R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGES 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)DALEY ROADGREENMOUNTROADNORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLCL.2173 F.676PARCEL 1172 ACRES ± 2003 MASON DIXON LLCL.2173 F.676PARCEL 1172 ACRES ± 2003 MASON DIXON LLCL.2173 F.676PARCEL 1 172 ACRES ± 2003 MASON DIXON LLCL.2173 F.676 PARCEL 1172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676PARCEL 1172 ACRES ± 2003 MASON DIXON LLCL.2173 F.676PARCEL 1172 ACRES ± 2003 MASON DIXON LLCL.2173 F.676PARCEL 1172 ACRES ± N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 INSTR. #2022011687 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 567 568 569 572570571 573574575576577580585585580 585 590 595 59560060561061 0 605 610615 620625610 615 620625630635610 61061 5 620615 61562 0 6 2 0 620610615610610605600595590 585580575 570 57 0 570575 580575580570570 5 7 0 570 575575 580585590595600 595 590 600 595 595 590 585585580 580 575 583 583 6146 2 3 62 361562061060560059 5 590 5956 0 0 604 6 0 4 600 600605 600605605605600595 585 590 595600605580 575 610605 615 615 60059559058557557 1 571 57558058559 0 5 9 5 600 6 0 5 6105755 6 5 560 56 0 5 6 5 5 7 0 565 565565 570570575570 570570565570575 574574MD STATE PLANENAD 83 NAVD 88DEMOLITION AREA SEE SHEET C-102 ANTRIM TWP., FRANKLIN CO., PENNSYLVANIA WASHINGTON CO., MARYLAND P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 03-04 EXISTINGCONDITIONS.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 09-28-2021 Justin Doty JDoty@fsa-inc.com PROPERTY INFORMATION XXX 1" = 50' EXISTING CONDITIONS C-101 03 XX SP-23-____ Maryland 43404 03-14-2025 20220 SCALE: 150 150 30075 1" = 150' Soil Chart Soils H.S.G.Ratio Kw HaA B 18.2%0.37 Me 4.5%0.43B/D Steep Slopes (Slopes>25% or Slopes>15% and Kw>0.35) Highly Erodible Soils (Slopes>15% or Slopes>5% and Kw>0.35) HaB B 46.4%0.37 HaC B 1.8%0.37 HbB B 12.5%0.37 HcB B 0.6%0.37 SpA 4.2%0.49D SsA 11.0%0.49D FMFM FM FM FM FM FM WW W W W U/P #38546 U/P #38545U/P #W38544U/P #W38543U/P #W38542U/P #W38541 15" CMPINVERT-603.4 INVERT-603.9 U/P #3U/P #4U/P #5U/P #1080426U/PU/PU/P #K15 9U/P #K15 10 XXXXXXXX X X X X X XXXXXASPHALT DRIVE DWELLING SHED GARAGE 608.4 605.6605.6 W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X RETAINING WALL S 6 1 ° 0 0 ' 3 0 " E 1 5 1 . 7 0 'S 12°09'35" W 975.86'S 89°08'33" E 1632.88' S 89°08'33" E 223.76'S 10°26'30" W 111.29'ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 N/F ETHAN & ANNETTE EBY L. 4324 / F. 3805995985 9 3 5945955965976006 0 4601602603 60 5 606606605605 607 609608610 607606608609610 6 0 5 605 607606608612 610 609 611613 614616 615 617 618 619 6206196 1 7 61 6 61 8 615611 607608609610 608 6066046016006026036056106096076086116 0 4 602 6 0 3 6 0 5 607606608 609 610611 61 0 612611 613 614 615 615 614 613612 612 612 60 7 6 0 6 60 5 610609608 615614611612613616MD STATE PLANENAD 83 NAVD 88MANURE PIT (TO BE REMOVED)GRAVEL LANE(TO BE REMOVED)GRAVEL LANE(TO BE REMOVED)BARN (TO BE REMOVED) GRAVEL AREA (TO BE REMOVED) FARM STEAD (TO BE REMOVED) MASON DIXON ROAD (S.R. 0163) (R.O.W.: SHOULDER TO SHOULDER)ANTRIM TWP., FRANKLIN CO., PENNSYLVANIA WASHINGTON CO., MARYLAND P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 03-04 EXISTINGCONDITIONS.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 09-28-2021 Justin Doty JDoty@fsa-inc.com PROPERTY INFORMATION XXX 1" = 50' DEMOLITION PLAN C-102 04 XX SP-23-____ Maryland 43404 03-14-2025 20220 SCALE: 60 60 12030 1" = 60' XXXXXXXX X X X X X XXXXXXXX X X XXXXXXXXXXXXXXXXXX XX XXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA FMFM FM FM FM WW W W XXXXX X X X X X XXXXSEGMENT SIGN'S.R. 163 20/30 W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWW N/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ±ZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRI A L ZONED: INDUSTRIAL (R E S T R I C T E D )ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: AGRICU L T U R A L ( R U R A L ) ZONED: PLAN N I N G I N D U S T R I A L ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTR I A L ( R E S T R I C T E D )ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALS 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)DALEY ROADNORFOLK SOUTHERN RAILROADN/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 N/F SLLP BLDG 1 LLC INSTR. #2022011687 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 567 568 569 572570571 573574575576577580585585 580 585590 595 59560060561061 0 605 610610615 620625630610 61061 5 620615 61562 0 6 2 0 620610615610610605600595590 585580575 570 57 0 570575 580575580570570 5 7 0 570 575575 580585590595600 595 590 600 595 595 590 585585580 580 575 583 583 6146 2 3 62 361562061060560059 5 590 595 6 0 0 604 6 0 4 600 600605 600605605605 600 595 585 590 595600605580 575 610605 615 615 60059559058557557 1 571 57558058559 0 5 9 5 600 6 0 5 6105755 6 5 560 5 6 0 5 6 5 5 7 0 565 565565 570570575570 570570565570575 574574MD STATE PLANENAD 83 NAVD 88SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SF42 WRSCESTABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK SED. BASIN 'A'BOT. 574.0 STAGING AREASF42SF42SF42 SF42 SF42 SF42 STOCKPILE AREA C ST O C K P I L E AR E A A STOCKPILEAREA B576576575575575570575569570575 575 570 574574574.75 SED. BASIN 'B'BOT. 569.0 584 SF42 SF 4 2 SF 4 2 SF 4 2 SF42LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD L OD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 590590590.50 590 STOCK PI L E AREA 2 - A SF42SF42 SF42 SF42 SF 4 2STOCKPILEAREA 2 -BSF42SF42SF42 SF42SF42SF42SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42 SF42 SF42SF42SF42SF42SF42SF42SF4 2 HbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA SED. BASIN 'C' BOT. 573.5 SED. BASIN 'D' BOT. 587.0 E-11 OS-3.5 TEMP TOP ELEV. = 580.50 OS-3.8 OS-1.6 E-21 J-30 OS-1.5 E-19 OS-7.3 E-2.6 OS-7.6 E-2.3 J-2.5 J-2.4 TEMP. ENDSECT.INV. 583.48 SF42 SF42SF42SF42SF42SF42SF42 SWALE 'A' TEMP. SWALE 'TS1' TEMP. SWALE 'TS2' TEMP.SWALE 'TS3' SWALE 'B1' SWALE 'B2' SF42-1 SF42 SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42SF42SF42SF42-2 SF42-3 SF42-4 SF42-5 605 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLO D LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD 580 580 575 575 580 585 590 595 574 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 05-07 ESCPLAN-INITAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 150' ESC PLAN INITIAL C-103 05 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 150 150 30075 1" = 150' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVEGeneral E&S Notes: 1.Contractor to only open up length of trench that can be constructed and backfilled in one working day in paved areas. 2.Contractor to remove excavated materials to an approved location to waste materials. 3.All fill material should be brought from a location with an approved and current sediment erosion control plan. 4.Contractor to backfill trench with approved materials and stabilize disturbed areas the same working day. 5.If dewatering of the trench is required, contractor to pump water to a filter bag to dewater. 6.Contractor to sweep streets immediately of any debris or sediments caused by construction operations and dispose of at an approved location. 7.Contractor to stabilize all disturbed areas with seed and mulch or appropriate street repair. 8.All slopes 3:1 or greater to be stabilized with temporary matting immediatley. 9.Place 4" minimum topsoil in all green areas before permanent seeding is performed. 10.The USDA soil survey of Washington County shows the soils on this site as being karst landscape soils. Please be alert to the possibility of sinkhole formation. 11.All sinkholes that are present or develop during construction must be remediated and certified by the site Geotechnical Engineer. Contractor to contact Geotechnical Engineer immediately after the discovery of any sinkhole. LOD LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF SF SF - SMART FENCE-42SF42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèèèè -CHECK DAM -PERMANENT STRAW AND NET MATTING NOTE: 1. ALL TEMPORARY SLOPE MATTING TO BE NORTH AMERICAN GREEN S75BN BIONET OR EQUIVALENT. 2. ALL PERMANENT SLOPE MATTING TO BE NORTH AMERICAN GREEN P300 ERONET OR EQUIVALENT. -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SEDIMENT BASIN 'A' (MD 378) DRAINAGE AREA - INITIAL: 28.0 AC. DRAINAGE AREA - FINAL: 39.8 AC. TOTAL STORAGE REQ: 143,280 CF TOTAL STORAGE PROV: 146,750 CF WET STORAGE REQ: 71,640 CF WET STORAGE PROV: 71,640 CF WET STORAGE ELEV: 575.05 DRY STORAGE REQ: 71,640 CF DRY STORAGE PROV: 75,110 CF RISER CREST ELEV: 576.00 BASIN BOTTOM ELEV: 574.00 BASIN BOTTOM AREA: 1.34 AC. CLEANOUT ELEV: 574.53 TOP BERM ELEV. (CONST.): 580.40 TOP BERM ELEV. (SETTLED): 580.00 10 YEAR WSE: 578.30 SIDE SLOPE: 3:1 TOP BERM WIDTH: 8 FT SEDIMENT BASIN 'B' (MD 378) DRAINAGE AREA - INITIAL: 20.6 AC. DRAINAGE AREA - FINAL: 58.4 AC. TOTAL STORAGE REQ: 210,240 CF TOTAL STORAGE PROV: 313,200 CF WET STORAGE REQ: 105,120 CF WET STORAGE PROV: 108,900 CF WET STORAGE ELEV: 570.10 DRY STORAGE REQ: 105,120 CF DRY STORAGE PROV: 204,300 CF RISER CREST ELEV: 572.00 BASIN BOTTOM ELEV: 569.00 BASIN BOTTOM AREA: 2.20 AC. CLEANOUT ELEV: 569.55 TOP BERM ELEV. (CONST.): 575.00 TOP BERM ELEV. (SETTLED): 574.65 10 YEAR WSE: 573.27 SIDE SLOPE: 3:1 TOP BERM WIDTH: 8 FT SEDIMENT BASIN 'C' (MD 378) DRAINAGE AREA - INITIAL: 21.8 AC. DRAINAGE AREA - FINAL: 31.3 AC. TOTAL STORAGE REQ: 112,680 CF TOTAL STORAGE PROV: 125,640 CF WET STORAGE REQ: 56,340 CF WET STORAGE PROV: 57,600 CF WET STORAGE ELEV: 575.15 DRY STORAGE REQ: 56,340 CF DRY STORAGE PROV: 68,040 CF WEIR CREST ELEV: 576.75 BASIN BOTTOM ELEV: 573.50 BASIN BOTTOM AREA: 0.56 AC. CLEANOUT ELEV: 574.33 TOP BERM ELEV. (CONST.): 580.00 TOP BERM ELEV. (SETTLED): 579.65 10 YEAR WSE: 578.21 SIDE SLOPE: 3:1 TOP BERM WIDTH: 8 FT SEDIMENT BASIN 'D' DRAINAGE AREA - INITIAL: 4.6 AC. DRAINAGE AREA - FINAL: 6.5 AC. TOTAL STORAGE REQ: 23,400 CF TOTAL STORAGE PROV: 52,920 CF WET STORAGE REQ: 11,700 CF WET STORAGE PROV: 12,330 CF WET STORAGE ELEV: 587.75 DRY STORAGE REQ: 11,700 CF DRY STORAGE PROV: 40,590 CF RISER CREST ELEV: 589.75 BASIN BOTTOM ELEV: 587.00 BASIN BOTTOM AREA: 0.35 AC. CLEANOUT ELEV: 587.38 TOP BERM ELEV. (CONST.): 591.85 TOP BERM ELEV. (SETTLED): 591.50 10 YEAR WSE: 589.83 SIDE SLOPE: 3:1 TOP BERM WIDTH: 8 FT INITIAL SEQUENCE OF CONSTRUCTION Pre-Construction Notification - The contractor shall notify the Washington County Soil Conservation District (301-797-6821, ext. 3), Washington County Division of Construction (240-313-2600), Travis Allen (240-313-2432) and Frederick Seibert & Associates (301-791-3650) at least 5 days prior to start of any work shown on these plans to schedule a pre-construction meeting. Site Benchmark Notification - The contractor shall contact Frederick Seibert & Associates (301-791-3650) prior to any construction activities beginning at the site to verify the site benchmark. Installation of Initial Erosion and Sediment Controls, Haul Road, and Stream Crossing (24.5 Ac.): 1.Install stabilized construction entrance and wash rack at proposed entrance along Mason Dixon Road. If any tracking of sediment or debris occurs on any public roadway the contractor shall immediately stop work and clean the roadway. The contractor shall at minimum clean the roadway at the end of each working day, or whenever tracking of sediment or debris occur. 2.Contractor shall remediate any sinkholes found on site before beginning further earth disturbance. 3.Contractor to install staging area and haul road to north side of stream crossing. The haul road and staging area shall be graveled immediately. 4.Contractor to install all perimeter erosion and sediment controls as shown on plans, only clearing areas necessary for control installation. 5.Contractor to demo existing farm structures and dispose of waste material in accordance with all applicable rules, regulations and permit requirements. 6.Contractor to install stream crossing per the separate stream crossing erosion and sediment control plan. 7. Contractor to construct Sediment Basins A and B with inflow swales and culvert pipe OS-3.5 to E-11, as shown. 8. Contractor to complete haul road on south side of stream crossing and immediately stabilize with gravel. 9.Contractor to construct Sediment Basins C and D with inflow swales. Construct storm drain from E2.3 to Temp. End Section. OUTLET PROTECTION TABLE ID PIPE Q10 (CFS)V10 (FPS)LENGTH (FT)WIDTH (FT)d50 (IN)Dmax (IN)DEPTH (IN)MDSHA CLASS E-11 30" RCP 22.50 12.5 16 18.5 9.5 15 19 I WEIR WALL OS3.8 N/A 11.60 2.9 20 16 to 28 (SEE PLAN)9.5 15 19 I E-19 18" RCP 6.00 8.8 10 11.5 9.5 15 19 I E-21 24" HDPE 3.20 4.5 13 15 9.5 15 19 I E-22 21" RCP 12.50 6.2 8 5 9.5 15 19 I E-2.3 36" HDPE 51.50 8.7 20 23 9.5 15 19 I E-2.6 24" RCP 18.40 9.4 13 15 9.5 15 19 I WEIR WALL OS7.6 N/A 34.50 6.3 20 28 9.5 15 19 I SWALE SCHEDULE ID Q10 (CFS)V10 (FPS)SLOPE (%)CHANNEL WIDTH (FT) FLOW DEPTH (FT) MATTING TYPE CHECK DAM REQ. "A"16.60 5.48 5.5 4.0 0.54 TEMPORARY YES "B1"11.40 4.18 3.5 4.0 0.50 TEMPORARY YES "B2"11.40 5.48 10.0 4.0 0.40 PERMANENT YES "TS1"13.80 2.22 0.5 4.0 0.92 TEMPORARY YES "TS2"22.90 3.81 1.4 2.0 1.12 TEMPORARY YES "TS3"2.90 1.94 1.0 2.0 0.45 TEMPORARY YES DRAWDOWN DEVICE TABLE SEDIMENT BASIN # ORIFICE DIAMETER (IN) DRAW-DOWN PIPE DIAMETER (IN) PERF. DIAMETER (IN) # PERFORATIONS PIPE LENGTH (FT) A 6 6 1 240 30 B 2 8 1 400 50 C 8 8 1 240 30 D 6 4 1 48 6 CHECK DAM TABLE LOCATION SLOPE (%)SPACING HEIGHT (FT) SWALE A 5.5 25 1.5 SWALE B1 3.5 40 1.5 SWALE B2 10.0 15 1.5 SWALE TS1 0.5 200 1.0 SWALE TS2 1.4 70 1.0 SWALE TS3 1.0 100 1.0 SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 STREAM CROSSING SEE SHEET X-10_ XXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X XXX X XXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaASsAMe Me Me SsA SpA HaA HaA HaB HaBFMFMFMFMFMFM FM FM WW W W W W U/P #38546 U/P #38545U/P #W38544U/P #W38543U/P #W38542U/P #W38541U/P #W38540U/P #W38539U/P #W38538U/P #38537 U/P #W38536 15" CMPINVERT-603.4 INVERT-603.9 SPEED LIMIT40 MPH SIGN SPEED LIMIT 40 MPH SIGN U/P #3U/P #4U/P #5U/P #1080426U/PU/PU/P #K15 9U/P #K15 10U/P #K15 11U/P #12U/PU/P #K15 15 INVERT-570.6 INVERT-571.2 21" x 15" CMPXXXXXXXXX X X X X X X X XXXXXXASPHALTDRIVE DWELLING SHED GARAGE 608.4 605.6605.6 W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XELEV. 572.0 RETAINING WALL IRON PIN & CAP S 61 ° 0 0 ' 3 0 " E 1 5 1 . 7 0 'S 12°09'35" W 975.86'S 22°44'52" W 2328.31'N 09°04'49" E 2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E 454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76'S 10°26'30" W 111.29'N/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 369DWELLING 1 STORY BRICK 17739 MASON DIXON ROAD DWELLING1 STORY BRICK 17735 MASON DIXON ROAD DWELLING1 STORY BRICK 17731 MASON DIXON ROAD DWELLING 2 STORY BRICK 17725 MASONDIXON ROAD 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ±ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: AGRIC U L T U R A L ( R U R A L ) ZONED: PLANN I N G I N D U S T R I A L ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALMASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER) MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)NORFOLK SOUTHERN RAILROADNORFOLK SOUTHERN RAILROADN/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 568567568 569 572 570 571 573 574575576577577 578 579 58 0 5 8 1 582583584585586 589587 588 590591 592593594599598595596597600573574 575 57 6 577 578 57 9 572 573 5 7 4 5755765765 72 573 574 575 576 577 578 579580581582 583 584585 58 6 587 589 588 590 591 577 578 579 580 5 7 5 576 574573572571575 576 577 578 579 580 581582583584585586587588599598589590591592593594595596597604601602603604 599 598 596597600595 594 593 6026 0 1 59 9 5 9 8 5965 9 7 60 0 595595 601600602603604606 605 6046 0 3 605606607608609617616615614624623622618 619620621625626627628629630631632630631632633634624623622621625626627628629617616618619620615610611610609 612 611 6 0 4 601 600 602 60 3 6 0 5 6 0 6 600 6126116106096 0 7606604601602603605 6 0 8 613613613614615 609 607606605 608599598 595 596 597 592 593 594 595596 607 6 0 7 6 0 8 6116106246236226 1 761661561361261461 8619620621 62562662762862 9582 575576577578579580581583584 584 574 575 5765 7 6 57 5 57457357257 1 572571 573 572573 5745715785 79 577 5775785795805815895 82 58358458 5 586587 5885 9 0 591592593599 598 594595 596 597 60160 0 6 0 2 60 4 60 5 603599598595596597600 601 602 603 604605601602603600 604 60 2 603 605 591 592599598593594595596597 601600602603 604 605 606 608 607 608608 610609611612613610611612613606 607 610 609 608 611612613 614 616 615612613 615 612 613 614 616604603605 61 0609 6 0 7606 608 61 3 6 1 2 61 1 614 61 6 61 5 6 1 7590591592593594599598595596597604 601 600 602 603 605585586587588586587588584 577 578 579 580 582581 583589582580581583584585586587588 590 591592 593 565 569 565 566 567 568 570569 566 567 568 569 56 6 567 568 570 571 572 57 3 57 4 5 7 5 576571572 573 574568 569569 5725 7 1 570573574574 572 573 573 572568569570571567568 56957256856957057157 3 SF42SF42SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SF42 SF42 SF42 WRSCESTABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK SED. BASIN 'A' BOT. 574.0 STAGING AREASF42SF42SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42STOCKPIL E AREA C ST O C K P I L E AR E A A STOCKPILEAREA B576576575575575570575569570575 575 570 574574574.75 SED. BASIN 'B' BOT. 569.0 584 SF42SF 4 2 SF 4 2 SF 4 2 SF 4 2 SF 4 2 SF 4 2 SF42LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSFSFSF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SF42590590590.50 590 198168.6 sqft 22018.73 sy 4.549 Ac ±SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 HbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaASsAMe Me Me SsA SpA HaA HaA HaB HaB SED. BASIN 'D' BOT. 587.0 E-11 OS-3.5 TEMP TOP ELEV. = 580.50 OS-3.8 OS-1.5 E-19 OS-7.3 E-2.6 SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SWALE 'A' TEMP. SWALE 'TS1' TEMP. SWALE 'TS2' TEMP. SWALE 'TS3' 243807.1 sqft 27089.68 sy 5.597 Ac ± 466959.5 sqft 51884.38 sy 10.720 Ac ± SF42-1 SF42 SF42 SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42SF42 SF42SF42SF42-2 SF42-3 SF42-4 605 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLO D LO D LO D LO D LO D LO D L O D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLO DLODLODLOD LOD LOD LOD 1510225.9 sqft 167802.88 sy 34.670 Ac ±LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 580 580 575 575 580 585 590 595 574 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 05-07 ESCPLAN-INITAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 150' ESC PLAN INITIAL C-104 06 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 150 150 30075 1" = 150' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVEMD STATE PLANENAD 83 NAVD 88SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 STREAM CROSSING SEE SHEET X-10_ HbB HbB HbB HbB HaB HaB HaB HaB HaC HaC Me SsA SsA HaB HaB SpA HcB SpA SsA S 22°44'52" W 2328.31'N 81°53'39" W 9 8 0 . 1 0 ' N 84°38'39" W 1038.2 4 'N 09°04'49" E 2771.84'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ±ZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: PLANNING IND U S T R I A L ZONED: INDUSTRIAL (R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLAN N I N G I N D U S T R I A L ZONED: INDUS T R I A L ( R E S T R I C T E D )NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676PARCEL 1 172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1172 ACRES ± N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F JOSE SOTO L. 4976 / F. 443 577 578 579 580581582583584585586587588599598589590591592593594595596597604601602603604 599 598 596597600595 594 593 6 0 1 59 9 5 9 8 5965 9 7 60 0 595595 601600602603604606 605 610609 613 612 611 618 617 616 615 614 619 62062162262361461 7 616 615 61 8 61 9 6 2 0 6 2 1 6 2 2 6 1 8 61761 9 6 2 0 6 2 1 622618 617 619 620 62162262762862962 66256246236076066 0 8607606608609610 607606604601599598591592593594595596597600602603605608609610589 585586587 588 590582576577578579580581583584572571573574575568569570566567568569570569570571566567568572571573574573 574582575576577578579580581583 582 580581 583575 62461861962062162262362562662762862959259359459 5 589 585 586 587588 590 591 5 8 2 581 58 3 58 4 603 60 4 5 9 95985976 0 0 6 0 1602 596589 588 590 591 5 9 2 5935995985 9 4595596597 6006016026035995985 8 95875885 9 0 59 1 5 9 2 5 9 3 5 9 4595 5965976106096076066046016006026036056086136126116146 0 4 601 600 602 6 0 3 6 0 5 61 0 60 9 6076 0 6 6 0 8 611 600 6126116106096 0 7606604601602603605 6 0 8 613613613614615 609 607606605 608 61 2 61 1 610 61661561 361 4 618617619620621622 62 0 6 2 1 622618617616615613612611610609607606605608614619620621604601600602603601 600 60 2 603 604 605 610609607606605608 611604603 611610 6186 1 9 6 2 0 6 2 1 62 2623 61761661561361461 2 611 623 62 3 6 2 4599598 595 596 597 592 593 594 595596 583 584 585 590 585590607 6 0 7 6 08 610582575576577578579580581583584 582 580 581 583 584 578579575 576 577 578 574 57 5 57457357257 1 572571 573 572573 574571578579 577567 569 568 570 57 1 569 567 568 570 565 566569 565 566 567 568 570 569 566 567 568 569 56 6 567 568 570 571 572 573 57 4 57 5576 572 568 569 570 571 573 574 575 576 577578SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42575570575569570SED. BASIN 'B' BOT. 569.0LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODS F 590590590.50 590 STOCK P I L E AREA 2 - A SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42STOCKPILEAREA 2 -BSF42SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42S F 4 2 SF42 SF42 SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 HbB HbB HbB HbB HaB HaB HaB HaB HaC HaC Me SsA SsA HaB HaB SpA HcB SpA SsA SED. BASIN 'C' BOT. 573.5 SED. BASIN 'D' BOT. 587.0 OS-1.6 E-21 J-30 OS-7.3 E-2.6 OS-7.6 E-2.3 J-2.5 J-2.4 TEMP. END SECT. INV. 583.48 SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SWALE 'B1' SWALE 'B2' SF42-4 SF42-5LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LODP:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 05-07 ESCPLAN-INITAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 100' ESC PLAN INITIAL C-105 07 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 100 100 20050 1" = 100' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVEMD STATE PLANENAD 83 NAVD 88SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 STREAM CROSSING SEE SHEET X-10_ XXX X X XX X X X X X XXXXXX XX XXXXXXXXXXXHbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA FM WSPEED LIMIT40 MPH SIGN SPEED LIMIT40 MPH SIGN RAILWAYCROSSING SIGN XXX X XSEGMENT SIGN'S.R. 163 20/30 W W W WXXXXXXX X X X X N/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± ZONED: AGR I C U L T U R A L ( R U R A L ) ZONED: PLA N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRIAL ( R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: P LA NNIN G I ND USTRIAL ZONED: HIG HWAY INTERCH AN GE ZONED: PLANNING INDUSTRIAL ZONED: INDUSTRIAL (REST R I C T E D )ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: AGRICU L T U R A L ( R U R A L ) ZONED: PLANNIN G I N D U S T R I A L ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLANNIN G I NDUSTRIA L ZONED: HIG HWAY INTERCHAN GE ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALS 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)NORFOLK SOUTHERN RAILROADN/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F MYLIN & DARLENE HORST L. 1082 / F.187 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 N/F SLLP BLDG 1 LLC INSTR. #2022011687 LOWELL & LUELLA EBY N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 567 568 569 572570571 5735745755765775805855 8 5 580 585 590 595 59560060561061 0 605 610615 610 615 620625630610 61061 5 620615 61562 0 6 2 0 620610615610610605600595590 585580575 570 57 0 570575 580575580570570 5 7 0 570 575575 580585590595600 595 590 600 595 595590 585585580 580 575 583 583 6146 2 3 62 361562061060560059 5 590 5 9 5 6 0 0 604 6 0 4 600 60 0 605 600605605 605 600 595 585 590 595600605 580 575 610605 615 615 60059559058557557 1 571 57558058559 0 5 9 5 6 0 0 6 0 5 6105755 6 5 57 0 565 565565 570570575570 570570565570575 5 74 574 FM FM FM FM FM FM FM SSFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FMW W W W W W WWW W WWWWWWWWWWWW W W WWW W W W W W W WWW W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W WWWWWWWWWW W W W W W W W WWWWW W W W W W W W PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UNLO A D I N G D O C K S BOTTOM OF DOCK = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 15 13 LOADING & UNL O A D I N G D O C K S BOTTOM OF DOC K = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTOM O F D O C K = 5 9 7 . 0 0 607608609610613605606605 607608609610605605605605605605606 607608609610606 605604603602 601 600 607 606 607 608609610 611 613613 599 598 598 599 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 601 602 601 602 601 602 601 602 612611 610 609 608 608608 607 606 605 604 603 601 600 599 598 597 596 595 595 596 597 598 599 600 601 601 602601 601 602601 601 602 600 600 600 600 600 600 611612612606605606604601605604601605604603602601606605604603602601601 595 590 585 600 595 590 585 580 57558058559059557558058559059560059559058558057557060 0 601598 598599 59 8 600601601 585 585 580 575 580 586 586 595600605595592 592 594 594 595597597595576576575575591 592 593 594 595 596 590 589 588 587 586 585 584 583 582 581 580 579 586 587 585 584 583 582 581 580 598 599 600599599 570575 580585575570575570569569575570575569570576 576 575 575 570 574574602 601 601 601 597 597 584 584 595 595595 593594594 592600 605 597599599605 600597 60 2 602599 603602603602602 602 602 602 602 60 3 60 4 605606 607600 595 590 586 595 590588 589589597 611612611612588 588 585 586 589 589 590 588 590595599588580582 604 600 595594 594 600599 599600601601600 60 2 600 601 609 610 611 612 613 614 610 610610 609 610 610610 609 610615607 607 610 595 610 610615 615614611 610 609 607 604 603 601 606 605 59 9 59 9 59 9 599600601 60260360460560660 0 601 602 603 604605 60 6 60 9 60 0 60 1 602 60 3 60 4 60 5 606 608608 60 8 61 0607608609 602 612 614 612611610609608607606605604603602601 600597595 595 595 600 59959 8 59 7 596 596 596 596596 597 596 597 596 597 596 597 599 59 0 58 5590 58558758057558057559 8 600595 594 594 59 9 595594593592593594595 59 4 596597596603604605606606 607 608 600 601 602 603 604 605 603603 600 600 600 605 610 608 613 590 585 590 590 594 593 594 593 594 593 594 593 615590590605 610615615 610610615605 610 590 596 596 596 596 598599613599575580585590 590 591 591 595 595 595 594 605 585585587585580575RETAINING WALL 'A'RETAINING WALL 'B' RETAI N I N G W A L L ' E' I-27 I-26 I-25 I-24 I-23 I-22 I-21 I-20 I-19 J-7 J-6 J-5 J-4 J-3 I-32 I-33 J-8A E-6 OS-3.5 E-11 E-10 E-9 OS-3.6 E-8 I-31 I-30 I-29 I-28 J-8 E-7 E-5 J-10 OS-3.4 J-9 OS-3.3 OS-3.2 E-4 E-3 E-1 E-2 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 J-2 J-1 I-7 OS-3.1 I-6 I-5 I-4 I-3 I-2 I-1 I-9 I-8 I-37 I-38 J-11 I-36 I-35 I-34 I-72 E-22 I-39 I-40 J-13 I-41 I-42 J-15 J-16 I-43 I-44 J-17 J-18 J-19 E-13 OS-1.1 J-14 J-12 J-20 I-45 I-46 I-47 I-50 I-51 J-22 1-52 J-23 E-14 J-21 J-26 J-27 I-55 I-56 I-57 I-58 I-59 I-61 I-62 I-63 I-64 I-65 J-28 I-60 E-17 E-19 OS-1.5 E-18 J-29 I-66 E-16 J-25 OS-1.4 J-24 OS-1.3 E-15 I-53 I-54 I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 E-21 OS-7.3 E-2.6 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 I-2.19 J-2.3 J-2.4 J-2.5 E-2.3 I-2.24 I-2.23 I-2.22 J-2.9 J-2.8 J-2.6 J-2.2 J-2.1 OS-7.2 E-2.4 J-2.7 I-2.14 I-2.13 I-2.12 I-2.11 E-2.10 OS-7.5 OS-7.6 E-2.9 I-2.39 E-2.7 I-2.38 J-2.12 E-2.8 J-2.17 J-2.16 OS-7.4 I-2.37 I-2.36 I-2.35 I-2.34 J-2.11 I-2.33 I-2.32 I-2.31 I-2.27 J-2.10 I-2.28 I-2.30 I-2.29 J-2.13 J-2.14 J-2.15 I-2.26 I-2.25 I-2.10 I-2.9 I-2.8 I-2.7 I-2.6 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 OS-3.8 I-49 I-48 580 580575 620620615RETAINING WALL 'C 'RETAININ G WALL 'D'MD STATE PLANENAD 83 NAVD 88PHASE 1 AREA PHASE 2 AREA FM FM FM FM FM FM FM SSFMFMFM FMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FMW W W W W W WWW W WWWWWWWWWWWW W W WWW W W W W W W WWW W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W WWWWWWWWWW W W W W W W W WWWWW W W W W W W W PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UNLO A D I N G D O C K S BOTTOM OF DOCK = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 15 13 LOADING & UNL O A D I N G D O C K S BOTTOM OF DOC K = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTOM O F D O C K = 5 9 7 . 0 0SF42SF42SF42SF42SF42SF42SF42 WRSCESTABILIZED CONSTRUCTIONENTRANCE WITH WASH RACK SED. BASIN 'A' BOT. 574.0 STAGING AREASF42SF42 STOCKPILE AREA C ST O C K P I L E AR E A A STOCKPILEAREA B576576575575575570575569570575 575 570 574574574.75 SED. BASIN 'B' BOT. 569.0 584 S F 4 2 S F 4 2 LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODSFSF42SF42SF42SF42SF42590590590.50 590 STOCKPI L E AREA 2- ASF42 SF42STOCKP ILE AREA 2 -BSF42SF42SF42SF42SF42SF42 SF42SF42HbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA SED. BASIN 'C'BOT. 573.5 SED. BASIN 'D'BOT. 587.0 E-11 OS-3.5TEMP TOPELEV. = 580.50 OS-3.8 OS-1.6 E-21 J-30 OS-1.5 E-19 OS-7.3 E-2.6 OS-7.6 E-2.3 J-2.5 J-2.4 TEMP. ENDSECT.INV. 583.48 SWALE 'A' TEMP. SWALE 'TS1' TEMP.SWALE 'TS2' TEMP. SWALE 'TS3' SWALE 'B1' SWALE 'B2' SF42-1 SF4 2 SF42 SF42 SF42SF42-2 SF42-3 SF42-4 SF42-5 605 580 580 575 575 580 585 590 595 574 PHASE 1 BORROW AREA PHASE 3 AREA PHASE 4 AREA PHASE 4 AREA PHASE 3 AREA MATCHLINE C-107 MATCHLINE C-109 MATCHLINE C-108 MATCHLINE C-110 MATCHLINE C-111 MATCHLINE C-112 MATCHLINE C-109 MATCHLINE C-110 MATCHLINE C-107MATCHLINE C-108MATCHLINE C-109MATCHLINE C-110MATCHLINE C-113MATCHLINE C-112P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 200' ESC PLAN FINAL C-106 08 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 200 200 400100 1" = 200' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ General E&S Notes: 1.Contractor to only open up length of trench that can be constructed and backfilled in one working day in paved areas. 2.Contractor to remove excavated materials to an approved location to waste materials. 3.All fill material should be brought from a location with an approved and current sediment erosion control plan. 4.Contractor to backfill trench with approved materials and stabilize disturbed areas the same working day. 5.If dewatering of the trench is required, contractor to pump water to a filter bag to dewater. 6.Contractor to sweep streets immediately of any debris or sediments caused by construction operations and dispose of at an approved location. 7.Contractor to stabilize all disturbed areas with seed and mulch or appropriate street repair. 8.All slopes 3:1 or greater to be stabilized with temporary matting immediatley. 9.Place 4" minimum topsoil in all green areas before permanent seeding is performed. 10.The USDA soil survey of Washington County shows the soils on this site as being karst landscape soils. Please be alert to the possibility of sinkhole formation. 11.All sinkholes that are present or develop during construction must be remediated and certified by the site Geotechnical Engineer. Contractor to contact Geotechnical Engineer immediately after the discovery of any sinkhole. LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING NOTE: 1. ALL TEMPORARY SLOPE MATTING TO BE NORTH AMERICAN GREEN S75BN BIONET OR EQUIVALENT. 2. ALL PERMANENT SLOPE MATTING TO BE NORTH AMERICAN GREEN P300 ERONET OR EQUIVALENT. -STEEP SLOPES -HIGHLY ERODIBLE SLOPES OUTLET PROTECTION TABLE ID PIPE Q10 (CFS)V10 (FPS)LENGTH (FT)WIDTH (FT)d50 (IN)Dmax (IN)DEPTH (IN)MDSHA CLASS E-1 24" HDPE 15.10 6.8 13 15 9.5 15 19 I E-2 15" HDPE 1.20 7.4 8 9.5 9.5 15 19 I E-3 15" HDPE 1.10 8.6 8 9.5 9.5 15 19 I E-4 36" HDPE 46.90 7.7 20 23 9.5 15 19 I E-5 30" HDPE 24.60 9.3 16 18.5 9.5 15 19 I E-6 30" HDPE 42.70 10.3 19 21.5 9.5 15 19 I E-7 15" HDPE 2.80 7.2 8 9.5 9.5 15 19 I E-8 15" HDPE 2.60 4.7 8 9.5 9.5 15 19 I E-9 36" HDPE 46.80 14.1 20 23 9.5 15 19 I E-10 15" HDPE 3.30 12.6 8 9.5 9.5 15 19 I E-13 42" RCP 60.40 7.4 22 25.5 9.5 15 19 I E-14 42" RCP 55.70 7.6 22 25.5 9.5 15 19 I E-15 15" HDPE 1.90 5.4 8 9.5 9.5 15 19 I E-16 36" HDPE 60.00 11.9 20 23 9.5 15 19 I E-17 24" HDPE 19.30 9.7 13 15 9.5 15 19 I E-18 18" HDPE 8.40 7.9 10 11.5 9.5 15 19 I E-20 24" HDPE 15.40 8.4 13 15 9.5 15 19 I E-2.1 15" HDPE 2.00 4.0 8 9.5 9.5 15 19 I E-2.2 15" HDPE 1.30 4.0 8 9.5 9.5 15 19 I E-2.4 24" HDPE 22.40 8.9 8.5 5.5 9.5 15 19 I E-2.5 15" HDPE 4.60 7.1 8 9.5 9.5 15 19 I E-2.7 42" RCP 65.90 8.3 22 25.5 9.5 15 19 I E-2.8 18" RCP 11.40 9.1 12.5 6.5 9.5 15 19 I E-2.9 15" HDPE 1.00 6.6 8 9.5 9.5 15 19 I E-2.10 30" RCP 40.50 11.7 18 20.5 9.5 15 19 I INLET PROTECTION TABLE INLET NO.DRAINAGE AREA PROTECTION TYPE I-1 0.54 AT-GRADE I-2 0.56 AT-GRADE I-3 0.56 AT-GRADE I-4 0.56 AT-GRADE I-5 0.96 AT-GRADE I-6 0.21 AT-GRADE I-7 0.05 AT-GRADE I-8 0.43 AT-GRADE I-9 0.06 AT-GRADE I-10 0.13 AT-GRADE I-11 0.12 AT-GRADE I-12 0.52 AT-GRADE I-13 0.82 AT-GRADE I-14 0.57 AT-GRADE I-15 0.56 AT-GRADE I-16 0.56 AT-GRADE I-17 0.56 AT-GRADE I-18 0.56 AT-GRADE I-19 0.56 AT-GRADE I-20 0.56 AT-GRADE I-21 0.56 AT-GRADE I-22 0.56 AT-GRADE I-23 0.56 AT-GRADE I-24 0.56 AT-GRADE I-25 0.56 AT-GRADE I-26 0.56 AT-GRADE I-27 0.82 AT-GRADE I-28 0.42 AT-GRADE I-29 0.27 AT-GRADE I-30 0.40 AT-GRADE I-31 0.27 AT-GRADE I-32 0.55 AT-GRADE I-33 0.36 AT-GRADE I-34 0.77 AT-GRADE I-35 0.15 AT-GRADE I-36 0.49 AT-GRADE I-37 0.89 AT-GRADE I-38 0.17 AT-GRADE I-39 0.91 AT-GRADE I-40 0.81 AT-GRADE I-41 0.92 AT-GRADE I-42 1.10 SMART FENCE 42 I-43 0.70 AT-GRADE I-44 0.83 AT-GRADE I-45 0.83 AT-GRADE I-46 0.83 AT-GRADE I-47 0.83 AT-GRADE I-48 0.87 AT-GRADE I-49 0.82 AT-GRADE I-50 0.83 AT-GRADE I-51 0.98 AT-GRADE I-52 0.58 AT-GRADE I-53 0.19 AT-GRADE I-54 0.22 AT-GRADE I-55 0.30 AT-GRADE I-56 0.27 AT-GRADE I-57 0.20 AT-GRADE I-58 0.27 AT-GRADE I-59 0.21 AT-GRADE I-60 0.74 AT-GRADE I-61 0.21 AT-GRADE I-62 0.24 AT-GRADE I-63 0.24 AT-GRADE I-64 0.27 AT-GRADE I-65 0.30 AT-GRADE I-66 0.78 AT-GRADE I-67 0.46 AT-GRADE I-68 0.72 AT-GRADE I-69 0.55 AT-GRADE I-70 0.76 AT-GRADE I-71 0.91 AT-GRADE I-72 5.10 N/A INLET PROTECTION TABLE INLET NO.DRAINAGE AREA PROTECTION TYPE I-2.1 0.46 AT-GRADE I-2.2 0.13 AT-GRADE I-2.3 0.04 AT-GRADE I-2.4 0.26 AT-GRADE I-2.5 0.09 AT-GRADE I-2.6 0.45 AT-GRADE I-2.7 0.55 AT-GRADE I-2.8 0.44 AT-GRADE I-2.9 0.37 AT-GRADE I-2.10 0.41 AT-GRADE I-2.11 0.41 AT-GRADE I-2.12 0.54 AT-GRADE I-2.13 0.88 AT-GRADE I-2.14 0.63 AT-GRADE I-2.15 0.50 AT-GRADE I-2.16 0.45 AT-GRADE I-2.17 0.45 AT-GRADE I-2.18 0.45 AT-GRADE I-2.19 0.45 AT-GRADE I-2.20 0.45 AT-GRADE I-2.21 0.45 AT-GRADE I-2.22 0.53 AT-GRADE I-2.23 0.94 AT-GRADE I-2.24 0.44 AT-GRADE I-2.25 0.23 AT-GRADE I-2.26 0.12 AT-GRADE I-2.27 1.00 AT-GRADE I-2.28 0.39 AT-GRADE I-2.29 0.85 AT-GRADE I-2.30 0.68 AT-GRADE I-2.31 1.00 AT-GRADE I-2.32 0.82 AT-GRADE I-2.33 0.82 AT-GRADE I-2.34 0.82 AT-GRADE I-2.35 0.81 AT-GRADE I-2.36 0.92 AT-GRADE I-2.37 0.36 AT-GRADE I-2.38 0.98 AT-GRADE I-2.39 0.44 AT-GRADE FINAL SEQUENCE OF CONSTRUCTION Installation of Building Pads, Utilities and Parking/Drives (120 Ac./ Completed in 30 Ac. Increments): PHASE ONE (30 AC.) 1.With initial sediment and erosion control measures completed, contractor may begin making preparation for the building pad installation and grading by checking all perimeter controls, and the stabilized construction entrance, and making any repairs necessary. 2.Contractor to clear/grub and strip topsoil within building pad areas and stockpile in designated areas. 3.Contractor to begin fill at the west end of Building No. 1. Borrow material to be hauled from the southeast area of Building No. 2, as shown. If additional material is needed, all fill that is brought onto the site must come from a site with an approved and current soil erosion and sediment control plan. Also, any material that is exported from the site must go to a site with an approved and current soil erosion and sediment control plan. 4.The contractor shall prepare the building pad per Geotechnical Engineer's recommendations and stabilize with stone. Contractor to stabilize all slopes steeper than 3:1 within 3 calendar days of initial soil disturbance or re-disturbance, and all other disturbed or graded areas within 7 calendar days. Contractor to implement incremental stabilization on all slopes greater than 15' in height. Stabilize with erosion control matting and seed & mulch, as required. 5.With grading in Phase 1 completed and stabilized, contractor to move to Phase 2 grading. PHASE TWO (30 AC.) 1.With Phase 1 complete, contractor may begin Phase 2 grading. 2.Contractor to clear/grub and strip topsoil within Phase 2 area and stockpile in Temporary Stockpile 'A'. 3.Begin rough grading in limits of Phase 2 and begin bringing Phase 2 to grade. 4.The contractor shall prepare the building pad per Geotechnical Engineer's recommendations and stabilize with stone. Contractor to stabilize all slopes steeper than 3:1 within 3 calendar days of initial soil disturbance or re-disturbance, and all other disturbed or graded areas within 7 calendar days. Contractor to implement incremental stabilization on all slopes greater than 15' in height. Stabilize with erosion control matting and seed & mulch, as required. 5.Contractor to install storm drain structures and pipes maintaining positive drainage towards the sediment basins. Inlet and outlet protection to be installed as structures are brought to final grade. 6.Contractor to begin installing utilities within Phase 2 area. Contractor to only open length of trench that can be backfilled and stabilized in the same working day. 7.Parking areas and drive aisles to be stabilized with stone base as soon as final grade is achieved. 8.With grading in Phase 2 completed and stabilized, contractor to begin Phase 3 grading. PHASE THREE (30 AC.) 1.With Phase 2 complete, contractor may begin Phase 3 grading. 2.Contractor to clear/grub and strip topsoil within Phase 3 area and stockpile in Temporary Stockpile 'B'. 3.Begin rough grading in limits of Phase 3 and bring Phase 3 to grade. 4.Contractor to install storm drain structures and pipes maintaining positive drainage towards the sediment basins. Inlet and outlet protection to be installed as structures are brought to final grade. 5.Contractor to begin installing utilities within Phase 3 area. Contractor to only open length of trench that can be backfilled and stabilized in the same working day. 6.Parking areas and drive aisles to be stabilized with stone base as soon as final grade is achieved. 7.With grading of Phase 3 complete and stabilized, contractor to fine grade and stabilize any remaining areas within Phase 1, 2 & 3 before completing the SWM Conversion. PHASE FOUR (29 AC.) 1.With Phase 3 complete, contractor may begin Phase 4 grading. 2.Contractor to clear/grub and strip topsoil within Phase 4 area and stockpile in Temporary Stockpile '2B'. 3.Begin rough grading in limits of Phase 4 and bring Phase 4 to grade. 4.The contractor shall prepare the building pad per Geotechnical Engineer's recommendations and stabilize with stone. Contractor to stabilize all slopes steeper than 3:1 within 3 calendar days of initial soil disturbance or re-disturbance, and all other disturbed or graded areas within 7 calendar days. Contractor to implement incremental stabilization on all slopes greater than 15' in height. Stabilize with erosion control matting and seed & mulch, as required. 5.Contractor to install storm drain structures and pipes maintaining positive drainage towards the sediment basins. Inlet and outlet protection to be installed as structures are brought to final grade. 6.Contractor to begin installing utilities within Phase 4 area. Contractor to only open length of trench that can be backfilled and stabilized in the same working day. 7.Parking areas and drive aisles to be stabilized with stone base as soon as final grade is achieved. 8.With grading of Phase 4 complete and stabilized, contractor to complete SWM Conversion. SWM CONVERSION 1.After the site has been stabilized, the contractor shall flush all storm drainage pipes prior to contacting the Washington County Soil Conservation District (301-797-6821, ext. 3) and Washington County D.P.W. Engineering & Construction (240-313-2400) to verify site is adequately stabilized before placing the filtering media in BMPS, removing sediment basin draw-down devices and final grading of stormwater BMPs. Final stormwater management facilities may not be constructed until the entire upstream drainage area to each structure has been completed and stabilized. 2.Contractor to use filter bag to dewater sediment basins prior to conversion. With water removed, contractor to excavate to final grade. Draw-down devices to be removed from basins. 3.Contractor shall use light-weight tracked equipment to avoid compaction of the filtering media during construction. No equipment shall be permitted on the BMPs after the soil layer has been installed. 4.Contact the Washington County Soil Conservation District (301-797-6821, ext. 3) and Washington County D.P.W. Engineering & Construction (240-313-2400) to verify site is 95% vegetated before removing perimeter controls. 5.Remove all sediment control devices and stabilize any disturbed area. Post-Construction Notification - Notify the Washington County Soil Conservation District and Washington Division of Construction after the site has achieved 95% overall vegetative stabilization, and at least 5 days prior to the removal of any sediment control features to schedule a final site closeout inspection and meeting. Once final approval has been granted, perimeter controls can be removed, and final stabilization in those areas shall be completed. U/P #W38539U/P #W38538U/P #38537 U/P #W38536 SPEED LIMIT 40 MPH SIGN SPEED LIMIT 40 MPH SIGN RAILWAY CROSSING SIGN U/P U/P #K15 15 INVERT-570.6 INVERT-571.2 21" x 15" CMPSEGMENT SIGN 'S.R. 163 20/30 RAIN GARDEN NO. 1-2 ELEV. 577.5 RAIN GARDEN NO. 1-1B ELEV. 572.0IRON PIN & CAP S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E 454.52'N/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/F WAYNE & NANCY BARTLES L. 973 / F. 196 N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/F RICHARD & DELORES WITMER L. 5006 / F. 369 DWELLING 1 STORY BRICK 17739 MASON DIXON ROAD DWELLING 1 STORY BRICK 17735 MASON DIXON ROAD DWELLING 1 STORY BRICK 17731 MASON DIXON ROAD DWELLING 2 STORY BRICK 17725 MASON DIXON ROAD ZONED: AG R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALMASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F SLLP BLDG 1 LLC INSTR.#2022011687 N/F ANNA SHANK L. 394 / F. 296 572 573 574 575 576 570571572573574575576 577578579580581569567 568 56856957057157257 3 567572 571 573 574 574575576577578579580 582581583584 575 576 577 578 582579 580 581 583 58458958558658758859959859059159259359459559659760059 9 598 60 0 597 595 596 594 590 591 592 593 589 588 576 575 574574 573572571571 572573573 574 5 7 4 57 3 575574573572571 57 5 574WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+0038+0039+00LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 598 599 600 600 600 600 600 600 600 600 600 601 602 601 602 606605604603602601601 595 590 585 600 595 590 585 580 5755805855905956 0 0 6015 9 8 598585 585 580 575 580 586 586 597 597 584 584 595594594592 602602599 RETAINING WALL 'A'RETAINING W A L L ' B ' I-27 I-26 I-25 I-24 I-23 I-22 I-21 I-20 J-7 J-6 J-5 I-32 I-33 J-8A E-6 OS-3.5 E-11 E-10 OS-3.6 E-8 I-31 I-30 I-62 I-63 I-64 I-65 E-18 J-29 I-66 OS-3.8 580 575 WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+0038+0039+00LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.)SF42SF42SF42SF42SF42SF42 SF42 SF42 SF42 SF42 SF42 SED. BASIN 'A' BOT. 574.0 584 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSF42SF42SF42SF42SF42SF42SF42SF42SF42SF42E-11 OS-3.5 TEMP TOP ELEV. = 580.50 OS-3.8 TEMP. SWALE 'TS1' TEMP. SWALE 'TS3' SF42-1 SF42 SF42 SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42 SF42SF42 SF42SF42SF42-2 LODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLOD580 580 575 575 580 585 590 595 574 E-6 MDSHA RIPRAP CLASS: I Q10: 42.7 CFS V10: 10.3 FPS L: 19' W: 21.5' D50: 9.5" DEPTH: 19" E-7 MDSHA RIPRAP CLASS: I E-8 MDSHA RIPRAP CLASS: I Q10: 2.6 CFS V10: 4.7 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-10 MDSHA RIPRAP CLASS: I Q10: 3.3 CFS V10: 12.6 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19"MD STATE PLANENAD 83 NAVD 88NORFOLK SOUTHERN RAILROADMATCHLINE C-107 MATCHLINE C-109 MATCHLINE C-107MATCHLINE C-108P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-107 09 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 FMFMFM WW U/P #38545U/P #W38544U/P #W38543U/P #W38542 U/P #W38541U/P #W38540 15" CMPINVERT-603.4 INVERT-603.9 U/P #4U/P #5U/P #1080426U/PU/PU/P #K15 9U/P #K15 10U/P #K15 11U/P #12 XXXXXXXX X 608.4 605.6605.6 W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWELEV. 582.9 RETAINING WALL S 12°09'35" W 975.86'S 89°08'33" E 1632.88' S 89°08'33" E 223.76'S 10°26'30" W 111.29'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F SLLP BLDG 1 LLC INSTR.#2022011687 STANLEY & BELINDA KEGARISE5835845855865875885895905915925995985 9 3 5945955965976006 0 4601602603 60 5 606606605605 607 609608610 6076066086096106 0 5 605 606612 610 609 611613 614616 615 617 618 619 620611 607608609610608 601 599 600 602 603 604 598 597 5 9 9 598597606604601600602603605610609607608611604 607606608609 610611 610 612611 613 614 615615614611612613616 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW11+0012+0013+0014+0015+0016+0017 + 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 15 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 607608609610613605606605607608609610605605605605605605606607608609610606 605604603602601600 6076066076086 0 9 6 1 0 6 1 1 613613599 598 600 600 600 600 600 600 600 601 602 601 602 612611610611612612606595600605595 592 592 594 594 595597597595595 595 595 593 600 605 597599599605 600 597 611612611612607 607 610 595 6 0 8 6 0 8 I-19 J-4 J-3 E-9 I-29 I-28 J-8 E-7 E-5 J-10 OS-3.4 J-9 OS-3.3 OS-3.2 E-4 E-3 E-1 E-2 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 J-2 J-1 I-7 OS-3.1 I-6 I-5 I-4 I-3 I-2 I-1 I-9 I-8 I-37580RETAINING W A L L ' C 'FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW11+0012+0013+0014+0015+0016+0017 + 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 15 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 WRSCESTABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK STAGING AREASF42SF42SF42SF42SF42 SF42 SF42 SF42 SF42 SF42STOCKPI L E AREA C S T O C K P I L E A R E A ASF42SF 4 2 SF 4 2 SF 4 2 S F 4 2 S F 4 2 S F 4 2 SF42LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODSWALE 'A' LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D L O D L O D L O D L O D L O D L O D L O D LODLODLODLODLODLODLODLODLODLODLODLODLODLO D LO DLODLODLOD LOD LOD LOD 585 590 595 E-1 MDSHA RIPRAP CLASS: I Q10: 15.1 CFS V10: 6.8 FPS L: 13' W: 15' D50: 9.5" DEPTH: 19" E-2 MDSHA RIPRAP CLASS: I Q10: 1.2 CFS V10: 7.4 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-3 MDSHA RIPRAP CLASS: I Q10: 1.1 CFS V10: 8.6 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-4 MDSHA RIPRAP CLASS: I Q10: 46.9 CFS V10: 7.7 FPS L: 20' W: 23' D50: 9.5" DEPTH: 19" E-5 MDSHA RIPRAP CLASS: I Q10: 24.6 CFS V10: 9.3 FPS L: 16' W: 18.5' D50: 9.5" DEPTH: 19" E-7 MDSHA RIPRAP CLASS: I Q10: 2.8 CFS V10: 7.2 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-9 MDSHA RIPRAP CLASS: I Q10: 46.8 CFS V10: 14.1 FPS L: 20' W: 23' D50: 9.5" DEPTH: 19" MASON DIXON ROAD (PA SR 0163)MD STATE PLANENAD 83 NAVD 88MATCHLINE C-108 MATCHLINE C-110MATCHLINE C-107MATCHLINE C-108P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-108 10 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 X X X X XXXXXXXN 09°04'49" E 2771.84'ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIAL2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 588 58 6587 58 8 585589 586 587 588 590 591 592 593 594 595 601 599 598 596 597 600 602 603 60 4 602603604 601 599 598 600 591 592 590 589588 592590 591 589 588 587583584585586 584 585 60260258 2 581 5 8 3 5 8 4 5 8 5 5865875895885 9 0 591592593594595596 601599598597 600601 602 58858 8587 585 5 8 6 58 7 585569570 571 572 570 57 1 5 7 2 57 0 570 57 1 571 572 573 574 575 576 574 575 576 573 572 571 573571571571571 572 5735745755 7 6 576 575 571571575577575WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W40+0041+0042+0043+0044+0045+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 34+00 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 597 596 595 595 596 597 598 599 600 600 600 600 600 600605606604601605604601605604603602601575580585590595 60059559058558057557059959 8 600601601576576575575 591 592 593 594 595 596 590 589 58 8 58 7 58 6 58 5 58 4 58 3 58 6 58 7 58 5 598 599 6005995 9 9 570575580585575570575570569569576 576 575 575 570 574574602 601 601603602603602 602 600 595 590 586 595 590 588 589589597 588 588 585 586 589 589 590 588 590595599588604 600 595 594 594 595 590 594 593 593 590590590 590 591 591 J-18 J-19 E-13 OS-1.1 J-20 I-45 I-46 I-47 I-50 I-51 J-22 1-52 J-23 E-14 J-21 J-26 J-27 I-55 I-56 I-57 I-58 I-59 I-61 I-62 J-28 I-60 E-17 E-19 OS-1.5 E-18 J-29 E-16 J-25 OS-1.4 J-24 OS-1.3 E-15 I-53 I-54 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 E-2.4 J-2.7 I-49 I-48WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W40+0041+0042+0043+0044+0045+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 34+00 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42STOCKPILEAREA B576576575575575 575 570 574574574.75 SED. BASIN 'B' BOT. 569.0 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSFSFSFSF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42 SF42590590590.50 590 SF42SF42SF42SF42SF42SF42SF42SF42SF42SED. BASIN 'D' BOT. 587.0 OS-1.5 E-19 TEMP. SWALE 'TS2' SWALE 'TS3' SF42-3 SF42-4 LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODE-13 MDSHA RIPRAP CLASS: I Q10: 60.4 CFS V10: 7.4 FPS L: 22' W: 25.5' D50: 9.5" DEPTH: 19" E-14 MDSHA RIPRAP CLASS: I Q10: 55.7 CFS V10: 7.6 FPS L: 22' W: 25.5' D50: 9.5" DEPTH: 19" E-15 MDSHA RIPRAP CLASS: I Q10: 1.9 CFS V10: 5.4 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-16 MDSHA RIPRAP CLASS: I Q10: 60.0 CFS V10: 11.9 FPS L: 20' W: 23' D50: 9.5" DEPTH: 19" E-17 MDSHA RIPRAP CLASS: I Q10: 19.3 CFS V10: 9.7 FPS L: 13' W: 15' D50: 9.5" DEPTH: 19" E-18 MDSHA RIPRAP CLASS: I Q10: 8.4 CFS V10: 7.9 FPS L: 10' W: 11.5' D50: 9.5" DEPTH: 19" E-2.4 MDSHA RIPRAP CLASS: I Q10: 22.4 CFS V10: 8.9 FPS L: 8.5' W: 5.5' D50: 9.5" DEPTH: 19"E-2.5 MDSHA RIPRAP CLASS: I Q10: 4.6 CFS V10: 7.1 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19"NORFOLK SOUTHERN RAILROADMD STATE PLANENAD 83 NAVD 88MATCHLINE C-107 MATCHLINE C-109 MATCHLINE C-109 MATCHLINE C-110 MATCHLINE C-109MATCHLINE C-110P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-109 11 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ±61961 7 61 6 6 1 8 615614 6 1 3 6 1 2 6 1 1 610599 598 600 597 596 60 1 59 9 5 9 8 596597 6 0 0 602 604603 608 607606605603604602601 600604 604 605 6026036046 0 4 602 6 0 3 6 0 5 615 615 614 613612 612 612 60 7 6 0 6 60 5 610609 608 615614611612613616FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMSSSS SSSSSSFMFMFM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW0+00 = 54+50.6 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0054+00 13 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF D O C K = 6 0 3 . 0 0 605606607608609610 609 608 608608 607 606 605 604 603 601 600 599 598 601 601 602601 601 602 601 601 602 600 600 601 602 602 602 602 603 60 4 605606 607600 599 599600 601 601 600 602 600 601 609 610 611 612 613 610 610 610 609 610610610609610615605 I-38 J-11 I-36 I-35 I-34 I-72 E-22 I-39 I-40 J-13 I-41 I-42 J-15 J-16 I-43 I-44 J-17 J-14 J-12 J-20 I-45 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMSSSS SSSSSSFMFMFM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW0+00 = 54+50.6 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0054+00 13 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF D O C K = 6 0 3 . 0 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSF42SF42SF42SF42SF42605 MD STATE PLANENAD 83 NAVD 88MATCHLINE C-108 MATCHLINE C-110 MATCHLINE C-109MATCHLINE C-110576577578 582 579 580 581583 584585586 587 588 582579580581 579578 577577578576 577 578579582580581 582 576577578579580581 5785 7 7 575575572571573574570569569 572571573570 26+0058 3 58 2 58 1 58 0 57 9 58 6 58 5 58 4 58 3 58 2 58 1 58 0575570575569570 580582 593594595590RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 I-2.22 26+00SF42SF42SF42SF42SF42575570575569570LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODS F OS-1.6 J-30 J-2.4LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODE-20 MDSHA RIPRAP CLASS: I Q10: 15.4 CFS V10: 8.4 FPS L: 13' W: 15' D50: 9.5" DEPTH: 19" MATCHLINE C-109 MATCHLINE C-110 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-110 12 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 HbB HaB HaBHaC Me SsA SpAS 22°44'52" W 2328.31'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380607608606606605607 608 610 609 61361 2 611 614 6 1 5 615 614589 586 587 588 590 591 592 593 594 595 601 599 598 596 597 600 602 603 604602603604 601 599 598 600 597 596 60 1 59 9 5 9 8 5965976 0 0 595 595594 593 591 592 590 589588 602 603 603604 606 605602601600 599595 596597 598592593 594 590 591 589 588 587583584585586 585592 591590 621622 6 2 3 618 617 616 615 619 620 613 612 611 610 609 607 606 605 608 614 604602603 60 7 608 611 610 609 613612 614613 614 61861761661561461962062162 2 623 624FM FM FM SSFMFMFMFMFMFMFMFMFM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM WWWWWW W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWW 0+00=3 6 + 7 2 . 7 1+00 2+003+004+005+006+007+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 599 598 597 596 595 595 596 597 600 600 600 590 590595599588604 600 595 594 594 600 599 599600 601 601 600 611 612 613 614 610 610 610 610610615615614611 610 609 607 604 603 606 60559 9 59 9 5 9 9 5 9 9600601 602603604605606600 601 602 603 604605 60 6 6096 0 0 6 0 1 6 0 2 6 0 3 6 0 4 6 0 5 6 0 6608610607608609 602 612614612611610609608607606605604603602601600597595 595 608 61 3 590 590 594 593 594 593 594 593 594 615590590610610615605 610 596 596 596 598599613599590 590 591 591 595 595 595 594J-17 J-18 J-19 E-13 OS-1.1 I-46 I-47 I-50 OS-7.3 E-2.6 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 I-2.19 J-2.3 J-2.8 J-2.6 J-2.2 J-2.1 OS-7.2 E-2.4 J-2.7 I-2.14 I-2.13 I-2.12 I-2.11 I-2.10 I-2.9 I-2.8 I-2.7 I-2.6 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 I-49 I-48 FM FM FM SSFMFMFMFMFMFMFMFMFM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM WWWWWW W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWW 0+00=3 6 + 7 2 . 7 1+00 2+003+004+005+006+007+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD 590590590.50 590 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 HbB HaB HaBHaC Me SsA SpA SED. BASIN 'D' BOT. 587.0 OS-7.3 E-2.6 TEMP. END SECT. INV. 583.48 SF42 SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42-4 LOD LOD LOD LODLODLODLODLODLODLODLOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODE-13 MDSHA RIPRAP CLASS: I Q10: 60.4 CFS V10: 7.4 FPS L: 22' W: 25.5' D50: 9.5" DEPTH: 19" E-2.1 MDSHA RIPRAP CLASS: I Q10: 2.0 CFS V10: 4.0 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-2.2 MDSHA RIPRAP CLASS: I Q10: 1.3 CFS V10: 4.0 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-2.4 MDSHA RIPRAP CLASS: I Q10: 22.4 CFS V10: 8.9 FPS L: 8.5' W: 5.5' D50: 9.5" DEPTH: 19"E-2.5 MDSHA RIPRAP CLASS: I Q10: 4.6 CFS V10: 7.1 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" MATCHLINE C-111 MATCHLINE C-112MATCHLINE C-113MATCHLINE C-111P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-111 13 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 N 81°53'39" W 9 8 0 . 1 0 'ZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLA N N I N G I N D U S T R I A L ZONED: IND U S T R I A L ( R E S T R I C T E D ) 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F MYLIN & DARLENE HORST L. 1082 / F.187 N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 6 1 6 6 1 5 61 8 61 7 61 9620 621 622622 621 618 619 620 617 618 617 619620 615613612614611610 609608607 6066086096106116076066086096106046026036055995985965976006 0 1594595602603604 5 9 9 600 601 6015996005 99 5 9 8 59 5 5 9 6 5 9 7 600592 593 594 613 612 611 614 609 608 61 0 609608599598595596597600607606604601602603605 61861761661561461962062162 2 623 WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW7+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 603 601 602 600 599598597 596 596 596 596596 597 596 597 596 597 596 597 599 60059 5 59 4 5 9 6 603604605606606 607 608 600 601 602 603 604 605 603 603 600 600 600 605 610 605 610615615610I-2.38 J-2.12 J-2.17 J-2.16 OS-7.4 I-2.37 I-2.36 I-2.35 I-2.34 J-2.11 I-2.33 I-2.32 I-2.31 I-2.27 J-2.10 I-2.28 I-2.30 I-2.29 J-2.13 J-2.14 J-2.15 I-2.26 I-2.25 620620615RETAINING WALL 'D'WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW7+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODSTOC K P I L E AREA 2 - A SF42SF42 SF42 SF42 SF42 SF42 SF42 SF42LOD LODLODMD STATE PLANENAD 83 NAVD 88MATCHLINE C-111 MATCHLINE C-112 MATCHLINE C-113MATCHLINE C-112MATCHLINE C-113MATCHLINE C-111P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-112 14 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 N 84°38'39" W 1038. 2 4 ' ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRIAL ( R E S T R I C T E D )NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 596590591592593594595588 589586587582578579580581583584585 57 6 5 7 7575574572573567568569570571 5 7 1 572573574575576577578 582 579 580 581583 58 4 58 5 58 6 583 582579580581 579578 577577578574575576572573574572571573599 598 597 600 601602603 604 602603604 576 577 578579582580581 582 576577578579580581 5755785 7 7 583 583 582 572573 574575576 577578 579580581 571 570 5 6 9568 5675665 6 6 56 7 5 6 8 5 7 2 569 570 5 7 1 5 7 3 5 7 4575 575572571573574570569 572571573569 570571 568567566565 570565570570 WWWWWWWWWWWWWWWW W W W W 22+0023+0024+0025+0026+0027+00 58 2 58 1 58 0 57 9 58 4 58 3 58 2 58 1 58 0575570575569570 580582 595 59058559058558758057558057559860059 4 5 9 4 5995 9 5594593592593594595 594597596590 585 594 593 590596 575580585585585587585580575RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 E-21 E-2.6 J-2.4 J-2.5 E-2.3 I-2.24 I-2.23 I-2.22 J-2.9 E-2.10 OS-7.5 OS-7.6 E-2.9 I-2.39 E-2.7 I-2.38 J-2.12 E-2.8 J-2.17 WWWWWWWWWWWWWWWW W W W W 22+0023+0024+0025+0026+0027+00SF42SF42SF42575570575569570LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD S F STOCKPILEAREA 2 -BSF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42SF42 SF42SF42SF42SF42SF42SF42S F 4 2 SF42 SF42 SF42 SF42SF42SED. BASIN 'C' BOT. 573.5 OS-1.6 E-21 J-30 E-2.6 OS-7.6 E-2.3 J-2.5 J-2.4 TEMP. END SECT. INV. 583.48 SWALE 'B1' SWALE 'B2' SF42-5 E-20 MDSHA RIPRAP CLASS: I Q10: 15.4 CFS V10: 8.4 FPS L: 13' W: 15' D50: 9.5" DEPTH: 19" E-2.7 MDSHA RIPRAP CLASS: I Q10: 65.9 CFS V10: 8.3 FPS L: 22' W: 25.5' D50: 9.5" DEPTH: 19" E-2.8 MDSHA RIPRAP CLASS: I Q10: 11.4 CFS V10: 9.1 FPS L: 12.5' W: 6.5' D50: 9.5" DEPTH: 19" E-2.9 MDSHA RIPRAP CLASS: I Q10: 1.0 CFS V10: 6.6 FPS L: 8' W: 9.5' D50: 9.5" DEPTH: 19" E-2.10 MDSHA RIPRAP CLASS: I Q10: 40.5 CFS V10: 11.7 FPS L: 18' W: 20.5' D50: 9.5" DEPTH: 19"MD STATE PLANENAD 83 NAVD 88MATCHLINE C-113MATCHLINE C-112MATCHLINE C-113MATCHLINE C-111P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 08-15 ESCPLAN-FINAL.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' ESC PLAN FINAL C-113 15 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LOD 589.1 -EXISTING TEXT -FINISHED GRADE SPOT ELEVATION -FINISHED GRADE INDEX CONTOUR -FINISHED GRADE INTERMEDIATE CONTOUR -LIMIT OF DISTURBANCE + - SILT FENCE -EXISTING CONTOURS -SOIL BOUNDARY LEGEND SF - SMART FENCE-42SF42 -STABILIZED CONSTRUCTION ENTRANCE WITH WASH RACK 600 598 -TEMPORARY STRAW AND NET MATTING -AREA TO BE TEMPORARY GRAVELED -RIPRAP INFLOW/ OUTLET PROTECTION -EARTH DIKEèè -CHECK DAM -PERMANENT STRAW AND NET MATTING -STEEP SLOPES -HIGHLY ERODIBLE SLOPES SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-113 SHEET C-110 SHEET C-111 SHEET C-112 XXXX X X XXXX XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXX HbB HbB HbB HbB HbB HbB HaB HaB HaB HaB HaB HaB HaB HaB HaA HaA HaA HaA HaB HaB HaB HaB HaC HaC SsA Me Me Me SsA SsA SpA HaA HaB HaA HaB SpA HcB HaB SpA SsA FM FM FM FM FM WWW XXXX X XXW W W WXXXXXXXXX X X X X X WFMN/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± ZONED: AG R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGES 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)DALEY ROADGREENMOUNTROADNORFOLK SOUTHERN RAILROADN/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 INSTR. #2022011687 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 567 568 569 572570571 573574575576577580585585580 585 590 595 59560060561061 0 605 610615 620625610 615 620625630635610 61061 5 620615 61562 0 6 2 0 620610615610610605600595590 585580575 570 57 0 570575 580575580570570 5 7 0 570 575575 580585590595600 595 590 600 595 595 590 585585580 580 575 583 583 6146 2 3 62 361562061060560059 5 590 5956 0 0 604 6 0 4 600 600605 600605605605600595 585 590 595600605580 575 610605 615 615 60059559058557557 1 571 57558058559 0 5 9 5 600 6 0 5 6105755 6 5 560 56 0 5 6 5 5 7 0 565 565565 570570575570 570570565570575 574574 FM FM FM FM FM FM FM FM FM FM SSFMFMFMFM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM WW W W W W WW W W W W WWWW W WWWWWWWWWWWWWWWWW W W W WWW W W W W W W W W WW WW W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWW W W W W W W W W W W WWWWWW W W W W W W W W W W W PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7. 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 15 13 LOADING & UNL O A D I N G D O C K S BOTTOM OF DOC K = 6 0 3 . 0 0 LOADIN G & U N L O A DI N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0MD STATE PLANENAD 83 NAVD 88MATCHLINE C-115 MATCHLINE C-117 MATCHLINE C-116 MATCHLINE C-118 MATCHLINE C-119 MATCHLINE C-120 MATCHLINE C-117 MATCHLINE C-118 MATCHLINE C-115MATCHLINE C-116MATCHLINE C-117MATCHLINE C-118MATCHLINE C-121MATCHLINE C-120P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-114 16 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 150 150 30075 1" = 150' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ U/P #W38539U/P #W38538U/P #38537 U/P #W38536 SPEED LIMIT 40 MPH SIGN SPEED LIMIT 40 MPH SIGN RAILWAY CROSSING SIGN U/PU/P #K15 15 INVERT-570.6 INVERT-571.2 21" x 15" CMPSEGMENT SIGN 'S.R. 163 20/30 RAIN GARDENNO. 1-2 ELEV. 577.5 RAIN GARDEN NO. 1-1B ELEV. 572.0IRON PIN & CAP S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E 454.52'DWELLING 1 STORY BRICK 17739 MASON DIXON ROAD DWELLING 1 STORY BRICK 17735 MASON DIXON ROAD DWELLING 1 STORY BRICK 17731 MASON DIXON ROAD DWELLING 2 STORY BRICK 17725 MASON DIXON ROAD ZONED: A G R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALMASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 572 573 574 575 576 570571572573574575576577578579580581569567 568 56856957057157257 3 567572 571 573 574 574575576577578579580 582581583584 575 576 577 578 582579 580 581 583 58458958558658758859959859059159259359459559659760059 9 598 60 0 597 595 596 594 590 591 592 593 589 588 576 575 574574 573572571571 572573573 574 5 7 4 5 7 3 575574573572571 57 5 574WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+0038+0039+00LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 602.10 602.10 TC-600.20 TG-599.70 600.90 TC-600.50 BC-600.00 TC-600.20 TG-599.70 600.90 TC-600.50 BC-600.00 TC-600.56 BC-600.06 TC-606.30 BC-605.80 TC-597.60 TG-597.10 TC-600.90 TG-600.40 TC-606.55BC-606.05 606.65 TC-606.00BC-606.00 606.10 TC-605.70 BC-605.70 605.80 TC-606.12 BC-605.62 606.22TC-605.72 BC-605.22 606605605.65 TW-578.00 BW-576.00 TW-592.00 BW-578.00 TW-586.00 BW-578.00 TW-585.00 BW-572.00 TW-590.50 BW-572.00 TW-580.00 BW-574.00 TC-600.75 TG-600.25 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.20 TG-599.70 TC-600.20 TG-599.70TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-596.95 TG-596.45 TC-598.32 TG-597.82 TC-602.65 BC-602.15 TC-603.50 BC-603.00 598 599 600 600 600 600 600 600 600 600 600 601 602 601 602 606605604603602601601 595 590 585 600 595 590 585 580 5755805855905956 0 0 6015 9 8 598585 585 580 575 580 586 586 597 597 584 584 595594594592 602602599 TR-602.85 TR-602.85 TR-602.85 TC-601.55 BC-601.05 TC-601.20 TG-600.70 TC-601.20 TG-600.70 TC-601.55 BC-601.05 585.25 RETAINING WALL 'A'RETAINING W A L L ' B ' I-27 I-26 I-25 I-24 I-23 I-22 I-21 I-20 J-7 J-6 J-5 I-32 I-33 J-8A E-6 OS-3.5 E-11 E-10 OS-3.6 E-8 I-31 I-30 I-62 I-63 I-64 I-65 E-18 J-29 I-66 OS-3.8 580 575 MATCHLINE C-115 MATCHLINE C-117 MATCHLINE C-115MATCHLINE C-116P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-115 17 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ PIPE SCHEDULE (BUILDING 1) UPSTREAMSTRUCT.DOWNSTREAMSTRUCT. DIAMETER (IN)PIPELENGTH SLOPE %PIPEMATERIAL I-1 I-2 15 78.0 0.51 HDPE I-2 I-3 18 77.5 0.52 HDPE I-3 I-4 18 78.5 0.51 HDPE I-4 I-5 24 78.5 0.51 HDPE I-5 I-6 24 120.4 0.50 HDPE I-6 J-1 24 85.2 0.59 HDPE J-1 J-2 24 93.7 0.53 HDPE J-2 E-1 24 104.0 0.62 HDPE I-7 J-2 15 54.5 2.66 HDPE I-8 I-9 15 30.8 1.30 HDPE I-9 E-2 15 94.7 5.07 HDPE I-10 I-11 15 30.8 3.73 HDPE I-11 E-3 15 35.4 8.47 HDPE I-12 I-13 15 91.2 0.49 RCP I-13 I-14 15 114.5 0.79 RCP J-3 I-14 21 185.3 1.65 RCP I-14 I-15 27 114.5 0.96 RCP I-18 I-17 15 114.5 0.48 RCP J-4 I-17 21 185.4 1.65 RCP I-17 I-16 27 114.5 0.44 RCP I-16 I-15 30 114.5 0.44 RCP I-15 E-4 36 69.3 0.43 HDPE I-22 I-21 15 114.5 0.48 HDPE I-21 I-20 18 114.5 0.48 HDPE J-5 I-20 18 188.4 2.12 HDPE I-20 I-19 24 114.5 0.96 HDPE I-19 J-8 24 79.0 1.14 HDPE J-8 E-5 30 70.2 1.00 HDPE I-27 I-26 15 114.5 1.05 HDPE J-7 I-26 18 184.2 2.17 HDPE I-26 I-25 24 114.5 0.96 HDPE I-25 I-24 24 114.5 0.96 HDPE I-24 I-23 24 114.5 1.05 HDPE J-6 I-23 18 184.8 2.16 HDPE I-23 I-32 30 14.4 1.39 HDPE I-32 I-33 30 30.4 1.32 HDPE I-33 J-8A 30 8.0 2.00 HDPE J-8A E-6 30 30.4 0.99 HDPE I-28 I-29 15 30.4 2.80 HDPE I-29 E-7 15 18.2 2.20 HDPE I-30 I-31 15 30.4 0.66 HDPE I-31 E-8 15 103.9 0.72 HDPE OS-3.2 J-9 24 282.7 2.00 HDPE OS-3.3 J-9 30 15.1 6.29 HDPE OS-3.4 J-10 24 18.1 4.14 HDPE J-9 J-10 30 252.4 3.68 HDPE J-10 E-9 36 134.3 2.01 HDPE OS-3.6 E-10 15 71.0 9.51 HDPE OS-3.5 E-11 30 46.8 2.78 RCP I-34 I-35 15 36.3 0.55 HDPE I-35 I-36 15 82.9 2.11 HDPE I-36 J-11 15 44.0 3.18 HDPE I-37 I-38 15 120.9 0.50 HDPE I-38 J-11 15 98.2 0.51 HDPE J-11 I-39 18 109.8 2.19 RCP I-39 I-40 24 54.0 0.74 RCP I-40 J-13 24 86.7 0.52 RCP J-12 J-13 18 126.0 1.94 HDPE J-13 I-41 30 86.7 0.58 RCP I-41 I-42 36 177.4 0.48 RCP I-42 J-15 36 128.2 0.47 HDPE J-14 J-15 18 126.0 1.98 HDPE J-15 J-16 36 223.0 0.54 HDPE J-16 I-44 36 54.7 0.55 HDPE I-43 I-44 15 71.6 0.84 HDPE I-44 J-17 36 88.6 0.68 HDPE J-17 J-18 36 399.5 0.80 HDPE J-18 J-19 42 205.5 0.39 HDPE J-19 E-13 42 65.0 0.38 RCP J-20 I-45 18 185.9 1.72 HDPE I-45 I-46 24 174.5 0.63 HDPE I-46 I-47 24 174.5 1.66 HDPE J-21 I-47 18 184.3 4.02 HDPE I-47 I-49 24 23.9 5.86 HDPE I-48 I-49 15 69.5 1.08 HDPE I-49 J-22 36 356.9 0.46 HDPE I-50 I-51 15 174.5 1.00 HDPE I-51 J-22 15 36.8 2.72 HDPE J-22 J-23 36 93.3 0.96 HDPE I-52 J-23 15 12.6 5.16 HDPE J-23 E-14 42 47.5 0.42 HDPE I-53 I-54 15 30.4 0.66 HDPE I-54 E-15 15 17.2 1.45 HDPE OS-1.3 J-24 24 204.6 1.39 HDPE J-24 J-25 24 196.4 1.48 HDPE OS-1.4 J-25 24 25.5 3.92 HDPE J-25 E-16 36 137.6 1.09 HDPE J-26 J-27 18 36.3 1.38 HDPE J-27 I-55 18 226.2 1.02 HDPE I-55 I-56 18 105.8 1.32 HDPE I-56 I-57 18 66.6 1.50 HDPE I-59 I-58 15 66.7 0.60 HDPE I-58 I-57 15 66.6 0.60 HDPE I-57 J-28 24 55.9 1.07 HDPE I-60 J-28 15 67.3 1.78 HDPE J-28 E-17 24 74.8 1.34 HDPE I-65 I-64 15 105.8 0.90 HDPE I-64 I-63 15 66.5 0.90 HDPE I-63 I-62 15 66.5 0.90 HDPE I-61 I-62 15 66.5 4.21 HDPE I-62 J-29 15 56.5 3.54 HDPE I-66 J-29 15 61.0 1.31 HDPE J-29 E-18 18 75.6 1.32 HDPE OS-1.5 E-19 18 37.6 2.66 HDPE I-67 I-68 15 131.8 0.53 HDPE I-68 I-69 15 34.4 0.87 HDPE I-69 I-70 15 67.5 1.78 HDPE I-70 I-71 18 124.6 1.04 HDPE I-71 E-20 24 95.9 1.04 HDPE OS-1.6 J-30 24 96.0 0.83 RCP J-30 E-21 24 303.9 0.61 HDPE I-72 E-22 21 90.0 0.67 RCP FMFMFM WU/P #38545U/P #W38544U/P #W38543U/P #W38542U/P #W38541U/P #W38540 15" CMPINVERT-603.4 INVERT-603.9 U/P #4U/P #5U/P #1080426U/PU/PU/P #K15 9U/P #K15 10U/P #K15 11U/P #12 XXXXXXX 608.4 605.6605.6 W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWELEV. 582.9 RETAINING WALL S 89°08'33" E 1632.88' S 89°08'33" E 223.76'S 10°26'30" W 111.29'MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER) 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F SLLP BLDG 1 LLC INSTR.#2022011687 583584 585 586 5875885895905915925995985 9 3 5945955965976006 0 4601602603 60 5 606606605605 607 609608610 6076066086096106 0 5 605 606612 610 609 611613 614616 615 617 618 619 620611 607608609610608 601 599 600 602 603 604 598 597 5 9 9 598597606604601600602603605610609607608611604 607606608609 610611 61 0 612611 613 614 615615614611612613616 1+00PC 1+72.202+003 + 0 0 PT 3+55.254+00 PC 4+49.115+ 0 0 6+00PT 6+06.03 7+008+009+0010+00PC 10+45.17 11+00PT 1 1 + 8 2 . 8 2 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW11+0012+0013+0014+0015+0016+0017 + 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 15 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 TC-605.80 BC-605.30 605.15 TG-604.55 TG-604.55 60 5 TG-604.55 TG-604.55 605606TG-604.55 TG-604.55 605.15 605.15 605.15 TC-600.20 TG-599.70 600.90 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TW-606.00 BW-603.00 602.10 602.10 TC-600.20 TG-599.70 600.90 TC-600.50 BC-600.00 TC-605.85 TG-605.35 TC-606.75 BC-606.25 TC-611.25 BC-610.75 TC-606.30 BC-605.80 TC-606.30 BC-605.80 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.20 TG-599.70 TC-605.30 TG-604.80 TC-598.35 TG-597.85 TC-601.45 TG-600.95 TC-612.60 BC-612.10 TC-612.75 BC-612.25 TC-612.58 BC-612.08 TC-612.78 BC-612.28 TC-612.90 BC-612.40 TC-612.58 BC-612.08 TC-612.80 BC-612.30 TC-612.80 BC-612.30 TC-612.80 BC-612.30 TC-613.20 BC-612.70 TC-612.45 BC-611.95 TC-612.45 BC-611.95 TC-612.45 BC-611.95 TR-602.55 607608609610613605606605607608609610605605605605605605606607608609610606 605604603602601600 6076066076086 0 9 6 1 0 6 1 1 613613599 598 600 600 600 600 600 600 600 601 602 601 602 612611610611612612606595600605595 592 592 594 594 595597597595595 595 595 593 600 605 597599599605 600 597 611612611612613.48 605.15 605.55 TC-608.50 TG-608.00 TC-606.35 TG-605.85 TR-602.85 TR-602.85 607 607 610 595 6 0 8 6 0 8 596.00 593.25 I-19 J-4 J-3 E-9 I-29 I-28 J-8 E-7 E-5 J-10 OS-3.4 J-9 OS-3.3 OS-3.2 E-4 E-3 E-1 E-2 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 J-2 J-1 I-7 OS-3.1 I-6 I-5 I-4 I-3 I-2 I-1 I-9 I-8 I-37580RETAINING WA L L ' C ' MATCHLINE C-116 MATCHLINE C-118MATCHLINE C-115MATCHLINE C-116P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-116 18 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ STRUCTURE SCHEDULE INLETS (BUILDING 1) I.D.TOP ELEV.INV. IN INV. IN INV. OUT STRUCTURE TYPE I-1 604.55 N/A N/A 601.55 MSHA TYPE 'S' I-2 604.55 N/A 601.15 601.05 MSHA TYPE 'S' I-3 604.55 N/A 600.65 600.55 MSHA TYPE 'S' I-4 604.55 N/A 600.15 600.05 MSHA TYPE 'S' I-5 604.55 N/A 599.65 599.55 MSHA TYPE 'S' I-6 605.35 N/A 598.95 598.85 MSHA TYPE 'S' I-7 607.95 N/A N/A 604.45 MSHA TYPE 'S' I-8 605.80 N/A N/A 602.30 MSHA TYPE 'S' I-9 605.50 N/A 601.90 601.80 MSHA TYPE 'S' I-10 604.75 N/A N/A 601.25 MSHA TYPE 'S' I-11 604.75 N/A 600.10 600.00 MSHA TYPE 'S' I-12 600.75 N/A N/A 597.75 MSHA TYPE 'S' I-13 599.70 N/A 597.30 597.20 MSHA TYPE 'S' I-14 599.70 596.30 596.30 596.20 MSHA 'WR' I-15 599.70 595.10 595.10 595.00 MSHA 'WR' I-16 599.70 N/A 595.70 595.60 MSHA 'WR' I-17 599.70 596.30 596.30 596.20 MSHA 'WR' I-18 599.70 N/A N/A 596.85 MSHA 'WR' I-19 599.70 N/A 594.35 594.25 MSHA 'WR' I-20 599.70 595.00 595.00 594.90 MSHA 'WR' I-21 599.70 N/A 595.65 595.55 MSHA 'WR' I-22 599.70 N/A N/A 596.20 MSHA 'WR' I-23 599.70 595.00 591.30 591.20 MSHA 'WR' I-24 599.70 N/A 592.60 592.50 MSHA 'WR' I-25 599.70 N/A 593.80 593.70 MSHA 'WR' I-26 599.70 595.00 595.00 594.90 MSHA 'WR' I-27 599.70 N/A N/A 596.20 MSHA 'WR' I-28 597.85 N/A N/A 594.35 MSHA 'WR' I-29 597.85 N/A 593.50 593.40 MSHA 'WR' I-30 596.55 N/A N/A 593.05 MSHA 'WR' I-31 596.55 N/A 592.85 592.75 MSHA 'WR' I-32 597.80 N/A 591.00 590.90 MSHA 'WR' I-33 597.80 N/A 590.50 590.40 MSHA 'WR' I-34 607.15 N/A N/A 603.65 MSHA 'WR' I-35 607.05 N/A 603.45 603.35 MSHA 'WR' I-36 605.00 N/A 601.60 601.50 MSHA 'WR' I-37 604.55 N/A N/A 601.55 MSHA TYPE 'S' I-38 605.35 N/A 600.95 600.85 MSHA TYPE 'S' I-39 601.00 N/A 597.60 597.50 MSHA TYPE 'S' I-40 600.60 N/A 597.10 597.00 MSHA TYPE 'S' I-41 600.60 N/A 595.95 595.85 MSHA TYPE 'S' I-42 600.60 N/A 595.00 594.90 MSHA TYPE 'S' I-43 600.45 N/A 596.00 595.75 MSHA 'WR' I-44 599.85 595.15 592.60 592.50 MSHA 'WR' I-45 599.85 N/A 595.80 595.70 MSHA 'WR' I-46 599.85 N/A 594.60 594.50 MSHA 'WR' I-47 599.85 591.60 591.60 591.50 MSHA 'WR' I-48 594.35 N/A N/A 590.85 MSHA 'WR' I-49 594.95 590.10 590.10 589.35 MSHA 'WR' I-50 599.85 N/A N/A 596.35 MSHA 'WR' I-51 599.85 N/A 594.60 594.50 MSHA 'WR' I-52 599.15 N/A N/A 595.65 MSHA 'WR' I-53 590.05 N/A N/A 586.55 MSHA 'WR' I-54 590.05 N/A 586.35 586.25 MSHA 'WR' I-55 600.25 N/A 596.10 596.00 MSHA 'WR' I-56 600.40 N/A 594.60 594.50 MSHA 'WR' I-57 600.70 596.80 593.50 593.40 MSHA 'WR' I-58 600.70 N/A 597.30 597.20 MSHA TYPE 'S' I-59 600.70 N/A N/A 597.70 MSHA TYPE 'S' I-60 597.78 N/A N/A 594.00 MSHA TYPE 'S' I-61 600.70 N/A N/A 597.70 MSHA TYPE 'S' I-62 600.70 594.90 594.90 594.80 MSHA TYPE 'S' I-63 600.70 N/A 595.60 595.50 MSHA TYPE 'S' I-64 600.40 N/A 596.30 596.20 MSHA TYPE 'S' I-65 600.25 N/A N/A 597.25 MSHA TYPE 'S' I-66 597.10 N/A N/A 593.60 MSHA TYPE 'S' I-67 580.30 N/A N/A 576.80 MSHA 'WR' I-68 580.20 N/A 576.10 576.00 MSHA TYPE 'S' I-69 579.50 N/A 575.70 575.60 MSHA 'WR' I-70 578.10 N/A 574.40 574.30 MSHA 'WR' I-71 578.30 N/A 573.00 569.50 MSHA 'WR' I-72 610.00 N/A N/A 606.00 MSHA TYPE 'S' X X X X XXXXXXXN 09°04'49" E 2771.84'ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIAL2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 588 58 6587 58 8 585589 586 587 588 590 591 592 593 594 595 601 599 598 596 597 600 602 603 60 4 602603604 601 599 598 600 591 592 590 589588 592590 591 589 588587583584585586 584 585 60260258 2 581 5 8 3 5 8 4 5 8 5 5865875895885 9 0 591592593594595 596601599598597 600601 602 58858 8587 585 5 8 6 58 7 585569570 571 572 570 57 1 5 7 2 57 0 570 57 1 571 572 573 574 575 576 574 575 576 573 572 571 573 571571 571571 572 57357457557 6 576 575 571571575577575WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W40+0041+0042+0043+0044+0045+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 34+00 FOR LOCATION, DETAILS & SPECS.) PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 TC-600.90 TG-600.40 TC-601.55 BC-601.05 TC-601.55 BC-601.05 TC-599.48 BC-598.98 599.70 TC-600.75 TG-600.25 TC-606.30 BC-605.80 TC-605.80 BC-605.30 606605TC-600.70 BC-600.20 TC-601.55 BC-601.05 TC-606.30 BC-605.80 TC-606.30 BC-605.80 TC-598.28 TG-597.78 TC-599.00 BC-598.50 TC-602.00 BC-601.50 TC-601.80 BC-601.30 602.10 602.10 TC-601.20 TG-600.70 TC-601.55 BC-601.05 TC-601.20 TG-600.70 TC-601.20 TG-600.70 TC-602.60 BC-602.10 600.90 600.90 TC-600.35 TG-599.85 TC-600.35 TG-599.85 TC-600.35 TG-599.85 TC-600.35 TG-599.85 TC-600.35 TG-599.85 TC-600.80 TG-600.30 TC-600.80 TG-600.30 TC-600.80 TG-600.30 TC-600.80 TG-600.30 TC-600.80 TG-600.30 TC-599.70 BC-599.20 TC-595.50 TG-595.00 TC-594.75 TG-594.25 TR-595.00 TR-596.95 TC-590.55 TG-590.05 TC-587.35 BC-586.85 TC-588.35 BC-587.85 TC-587.95 BC-587.45 TC-588.75 BC-588.25 TC-586.50 BC-586.00 TC-587.10 BC-586.60 594.30 597 596 595 595 596 597 598 599 600 600 600 600 600 600605606604601605604601605604603602601575580585590595 6005955905855805755705995 9 8 600601601576576575575 591 592 593 594 595 596 590 589 58 8 58 7 58 6 58 5 58 4 58 3 58 6 58 7 58 5 598 599 6005995 9 9 570575580585575570575570569569576 576 575 575 570 574574602 601 601603602603602 602 600 595 590 586 595 590 588 589589597 588 588 585 586 589 589 590 588 590595599588604 600 595 594 594 TR-599.00 TR-602.25 TR-602.85 TR-602.85 TR-602.85 TG-600.70 TC-601.20 TG-600.70 TC-601.35 BC-600.85 595 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 594.50 590 594 593 593 590590590 590 591 591 588.5 587.1 574.75 590.50 J-18 J-19 E-13 OS-1.1 J-20 I-45 I-46 I-47 I-50 I-51 J-22 1-52 J-23 E-14 J-21 J-26 J-27 I-55 I-56 I-57 I-58 I-59 I-61 I-62 J-28 I-60 E-17 E-19 OS-1.5 E-18 J-29 E-16 J-25 OS-1.4 J-24 OS-1.3 E-15 I-53 I-54 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 E-2.4 J-2.7 I-49 I-48 MATCHLINE C-115 MATCHLINE C-117 MATCHLINE C-117 MATCHLINE C-118 MATCHLINE C-117MATCHLINE C-118P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-117 19 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ±61961 7 61 6 6 1 8 615614 6 1 3 6 1 2 6 1 1 610599 598 600 597 596 60 1 59 9 5 9 8 596597 6 0 0 602 604603 608 607606605603604602601 600604 604 605 6026036046 0 4 602 6 0 3 6 0 5 615 615 614 613612 612 612 60 7 6 0 6 60 5 610609 608 615614611612613616FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMSSSS SSSSSSPT 1 1 + 8 2 . 8 2 12+0013+0014+0015+0016+00PC 1 6 + 8 7 . 3 0 17+00P T 1 7 + 6 9 .5 5 18+00PC 18+78.4319+00PT 19+86.9720+00FMFMFM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW0+00 = 54+50.6 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0054+00 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF D O C K = 6 0 3 . 0 0 TG-604.55 606 6 0 5 TC-603.50 BC-603.00 TC-603.50 BC-603.00 TC-602.85 BC-602.35 TC-602.85 BC-602.35 TC-603.55 BC-603.05 TC-605.85 TG-605.35 602.10 602.10 TC-602.85 BC-602.35 TC-603.00 BC-602.50 601.25 601.25 TG-600.58 TG-600.58 TG-600.58 TG-601.00 TC-601.80 BC-601.30 602.05 TR-603.60 TC-607.65 TG-607.15 TC-605.50 TG-605.00 TC-600.95 TG-600.45TC-600.35 TG-599.85 TC-600.80 BC-600.30TC-600.35 TG-599.85 TR-598.80 TR-600.90 TC-606.50 BC-606.00 TC-610.40 BC-609.90605606607608609 610 609 608 608608 607 606 605 604 603 601 600 599 598 601 601 602601 601 602 601 601 602 600 600 601 602 602 602 602 603 60 4 605606 607600 599 599600 601 601 600 602 600 601 TR-602.85 TR-602.85 609 610 611 612 613 610 610 610 609 610610610609610615605 I-38 J-11 I-36 I-35 I-34 I-72 E-22 I-39 I-40 J-13 I-41 I-42 J-15 J-16 I-43 I-44 J-17 J-14 J-12 J-20 I-45 MATCHLINE C-116 MATCHLINE C-118 MATCHLINE C-117MATCHLINE C-118576577578 582 579 580 581583 584585586 587 588 582579580581 579578 577577578576 577 578579582580581 582 576577578579580581 5785 7 7 575575572571573574570569569 572571573570 26+00TC-581.80 TG-580.30 TC-578.60 TG-578.10 TC-579.15 BC-578.65 TC-579.75 BC-579.25 TC-580.50 BC-580.00 58 3 58 2 58 1 58 0 57 9 58 6 58 5 58 4 58 3 58 2 58 1 58 0575570575569570 580582 TC-578.80 TG-578.30 TC-593.45 BC-592.95 TW-588.00 BW-583.00 TW-589.00 BW-581.00 TW-591.00 BW-581.00 TW-588.00 BW-581.50 TC-591.40 593594595590RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 I-2.22 MATCHLINE C-117 MATCHLINE C-118 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-118 20 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ STRUCTURE SCHEDULE JUNCTIONS (BUILDING 1) I.D.TOP ELEV.INV. IN INV. IN INV. IN INV. OUT STRUCTURE TYPE J-1 602.55 N/A 598.35 598.35 598.25 48" MANHOLE J-2 607.20 N/A 603.00 579.75 597.65 48" MANHOLE J-3 602.85 599.85 599.45 599.45 599.35 48" MANHOLE J-4 602.85 N/A 599.45 599.45 599.35 48" MANHOLE J-5 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-6 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-7 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-8 600.30 N/A N/A 598.35 598.25 60" MANHOLE J-8A 596.50 N/A N/A 590.00 584.30 60" MANHOLE J-9 597.00 N/A 590.00 587.60 587.50 60" MANHOLE J-10 593.50 N/A 587.50 578.20 577.70 60" MANHOLE J-11 603.60 N/A 600.10 600.10 600.00 48" MANHOLE J-12 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-13 601.25 N/A 596.55 596.55 596.45 48" MANHOLE J-14 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-15 601.90 N/A 596.50 594.30 594.20 60" MANHOLE J-16 600.90 N/A N/A 593.00 592.90 60" MANHOLE J-17 598.75 N/A 594.50 591.90 591.80 60" MANHOLE J-18 595.00 N/A 589.50 588.60 588.50 72" MANHOLE J-19 596.85 N/A N/A 587.70 587.60 72" MANHOLE J-20 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-21 602.85 599.45 599.45 599.45 599.00 48" MANHOLE J-22 599.00 N/A 593.50 587.70 587.60 60" MANHOLE J-23 599.70 N/A 595.00 586.70 586.20 72" MANHOLE J-24 588.20 N/A N/A 580.00 579.40 60" MANHOLE J-25 587.95 N/A 580.00 576.50 570.50 60" MANHOLE J-26 602.85 N/A 599.45 599.45 599.00 48" MANHOLE J-27 602.25 N/A N/A 598.50 598.40 48" MANHOLE J-28 598.55 N/A 592.80 592.80 575.00 48" MANHOLE J-29 597.80 N/A 592.80 592.80 575.00 48" MANHOLE J-30 573.50 N/A N/A 567.20 567.10 48" MANHOLE STRUCTURE SCHEDULE OUTLETS (BUILDING 1) I.D.INV. OUT DETAIL STRUCTURE TYPE E-1 597.00 MD 370.01 STANDARD END SECTION E-2 597.00 MD 370.01 STANDARD END SECTION E-3 597.00 MD 370.01 STANDARD END SECTION E-4 594.70 MD 370.01 STANDARD END SECTION E-5 592.00 MD 370.01 STANDARD END SECTION E-6 584.00 MD 370.01 STANDARD END SECTION E-7 593.00 MD 370.01 STANDARD END SECTION E-8 592.00 MD 370.01 STANDARD END SECTION E-9 575.00 MD 370.01 STANDARD END SECTION E-10 576.00 MD 370.01 STANDARD END SECTION E-11 575.00 MD 368.02 CONCRETE END SECTION E-13 587.35 MD 368.02 CONCRETE END SECTION E-14 586.00 MD 368.02 CONCRETE END SECTION E-15 586.00 MD 370.01 STANDARD END SECTION E-16 569.00 MD 370.01 STANDARD END SECTION E-17 574.00 MD370.01 STANDARD ENDSECTION E-18 574.00 MD 370.01 STANDARD END SECTION E-19 569.50 MD 368.02 CONCRETE END SECTION E-20 568.50 MD 370.01 STANDARD END SECTION E-21 565.25 MD 370.01 STANDARD END SECTION E-22 605.70 MD368.02 CONCRETE END SECTION S 22°44'52" W 2328.31'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380607608606606605607 608 610 609 61361 2 611 614 6 1 5 615 614589 586 587 588 590 591 592 593 594 595 601 599 598 596 597 600 602 603 604602603604 601 599 598 600 597 596 60 1 59 9 5 9 8 5965976 0 0 595 595594 593 591 592 590 589588 602 603 603604 606 605602601600 599595 596597 598592593 594 590 591 589 588 587583584585586 585592 591590 621622 6 2 3 618 617 616 615 619 620 613 612 611 610 609 607 606 605 608 614 604602603 60 7 608 611 610 609 613612 614613 614 61861761661561461962062162 2 623 624FM FM FM SS18+00PC 18+78.4319+00PT 19+86.9720+0021+0022+00PC 22+27.9623+00PT 23+56.5324+00PC 24+47. 3 2 25+00PT 2 5 + 7 5 . 8 9 26+0027+0028+00FMFMFMFMFMFMFMFMFM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM WWWWWW W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW0+00=3 6 + 7 2 . 7 1+00 2+003+004+005+006+007+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) TC-600.35 TG-599.85 TC-600.35 TG-599.85 TC-600.80 TG-600.30 TC-600.80 TG-600.30 TC-595.50 TG-595.00 TC-594.75 TG-594.25 TR-598.80 TR-595.00 TR-596.95 594.30 599 598 597 596 595 595 596 597 600 600 600 590 590595599588604 600 595 594 594 600 599 599600 601 601 600 611 612 613 614 610 610 610 610610615615614611 610 609 607 604 603 599.05 TC-600.20 BC-599.70 TG-598.60 599.05 TG-598.50 TC-600.20 BC-599.70 TG-598.60 599.80 599.35 TG-598.60 TG-598.60 599.05 TC-599.65 BC-599.15 TC-600.95 BC-600.45 TC-603.95 BC-603.45 TC-606.75 BC-606.25 TC-606.55 BC-606.05 TC-606.85 BC-606.35 TC-607.00 BC-606.50 606 60559 9 59 9 5 9 9 5 9 9600601 602603604605606600 601 602 603 604605 60 6 6096 0 0 6 0 1 6 0 2 6 0 3 6 0 4 6 0 5 6 0 6 TC-610.70 BC-610.20 TC-610.00 BC-609.50 59 9 598 599600TC-606.70 TG-606.20 TC-607.50 TG-607.00 TC-608.17 BC-607.67 608610607608609602 TC-609.55 BC-609.05 TC-607.20 BC-606.70 TC-607.65 BC-607.15 TC-607.25 BC-606.75 TC-606.30 BC-605.80 612614612611610609608607606605604603602601600597596.10 TC-594.00 TG-593.50 595 595 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 TC-593.20 TG-592.70 594.50 594.50 594.50 596.10 596.10 TC-593.65 TG-593.15 TC-594.85 BC-594.35 TW-609.00 BW-605.00 608 61 3 590 590 594 593 594 593 594 593 594 615590590610610615605 610 596 596 596 598599TC-610.60 BC-610.10613TC-606.95 BC-606.45 TC-607.25 BC-606.75 TC-606.95 BC-606.45 TC-606.85 BC-606.35 TC-607.05 BC-606.55 599590 590 591 591 595 595 595 594588.5 590.50 J-17 J-18 J-19 E-13 OS-1.1 I-46 I-47 I-50 OS-7.3 E-2.6 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 I-2.19 J-2.3 J-2.8 J-2.6 J-2.2 J-2.1 OS-7.2 E-2.4 J-2.7 I-2.14 I-2.13 I-2.12 I-2.11 I-2.10 I-2.9 I-2.8 I-2.7 I-2.6 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 I-49 I-48 MATCHLINE C-119 MATCHLINE C-120MATCHLINE C-121MATCHLINE C-119P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-119 21 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 5 / C-501 PAVEMENT- HEAVY DUTY 6 / C-501 PAVEMENT- CONCRETE 7 / C-501 RAIN GARDEN C-___ INFILTRATION BASIN C-___ NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS X-10_ THRU C-207. SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ N 81°53'39" W 9 8 0 . 1 0 'ZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLA N N I N G I N D U S T R I A L ZONED: IND U S T R I A L ( R E S T R I C T E D ) 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F MYLIN & DARLENE HORST L. 1082 / F.187 N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 6 1 6 6 1 5 61 8 61 7 61 9620 621 622622 621 618 619 620 617 618 617 619620 615613612614611610 609608607 6066086096106116076066086096106046026036055995985965976006 0 1594595602603604 5 9 9 600 601 6015996005 99 5 9 8 59 5 5 9 6 5 9 7 600592 593 594 613 612 611 614 609 608 61 0609 608599598595596597600607606604601602603605 61861761661561461962062162 2 623 29+0030+0031+00WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W7+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7. 0 0 603 601 602 596.10 600 599598597 596.10 596.10 596.10 TG-595.30 TG-595.30 TG-595.30 TG-595.30 TG-595.30 TG-595.30 595.70 595.70 595.70 595.70 595.70 596 596 596 596596 597 596 597 596 597 596 597 TC-598.60 BC-598.10 599 TC-598.40 BC-597.90 TC-598.40 BC-597.90 TC-598.40 BC-597.90 TC-598.40 BC-597.90 TC-598.40 BC-597.90 TC-598.40 BC-597.90 TC-598.65 BC-598.15 TC-598.55 BC-598.05 TC-598.55 BC-598.05 TC-598.55 BC-598.05 TC-598.55 BC-598.05 TC-598.55 BC-598.05600 59 5 59 4 TC-594.15 TG-593.65 TC-594.90 BC-594.40 TC-594.87 BC-594.37 TC-595.62 BC-595.12 5 9 6 602.40 602.60 TC-605.62 BC-605.12 TC-609.00 BC-608.50 TC-608.80 BC-608.30 TC-608.60 BC-608.10 TC-604.60 TG-604.10 TC-604.60 TG-604.10 TC-605.00 BC-604.50 TC-605.00 BC-604.50 TC-605.00 BC-604.50 603604605606606 607 608 600 601 602 603 604 605 603 603 600 600 600 605 610 TW-615.00 BW-608.00 TW-618.00 BW-605.00 TW-617.00 BW-602.00 TW-613.00 BW-599.50 TW-610.50 BW-601.00 605 610615615610TG-595.60 TG-595.60 I-2.38 J-2.12 J-2.17 J-2.16 OS-7.4 I-2.37 I-2.36 I-2.35 I-2.34 J-2.11 I-2.33 I-2.32 I-2.31 I-2.27 J-2.10 I-2.28 I-2.30 I-2.29 J-2.13 J-2.14 J-2.15 I-2.26 I-2.25 620620615RETAINING WALL 'D'MATCHLINE C-119 MATCHLINE C-120 MATCHLINE C-121MATCHLINE C-120P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-120 22 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ PIPE SCHEDULE (BUILDING 2) UPSTREAM STRUCT. DOWNSTREAM STRUCT. DIAMETER (IN)PIPE LENGTH SLOPE % PIPE MATERIAL I-2.1 I-2.2 15 15.2 0.66 HDPE I-2.2 I-2.3 15 18.8 0.53 RCP I-2.3 E-2.1 15 17.4 0.57 HDPE I-2.4 I-2.5 15 30.8 0.65 RCP I-2.5 E-2.2 15 24.2 0.83 HDPE I-2.6 I-2.7 15 94.5 0.53 HDPE OS-7.1 I-2.7 15 170.4 3.17 HDPE I-2.7 I-2.8 18 107.1 0.56 HDPE I-2.8 I-2.9 18 71.8 0.84 HDPE I-12.9 I-12.1 18 75.1 1.07 HDPE I-2.10 I-2.12 24 120.0 0.50 HDPE I-2.11 I-2.12 15 163.3 6.55 HDPE I-2.12 J-2.1 24 139.6 1.43 HDPE OS-7.2 J-2.1 15 74.9 1.07 HDPE J-2.1 J-2.2 24 339.9 0.74 HDPE J-2.2 J-2.3 24 339.9 0.74 HDPE I-2.17 I-2.18 15 90.5 0.55 HDPE I-2.18 I-2.19 15 90.5 0.55 HDPE I-2.19 J-2.3 15 115.4 1.99 HDPE J-2.8 J-2.3 18 65.1 1.77 HDPE J-2.3 J-2.4 30 331.0 0.66 HDPE I-2.20 I-2.21 15 90.4 0.55 HDPE I-2.21 I-2.22 15 90.5 0.55 HDPE I-2.22 J-2.4 15 126.5 3.24 HDPE J-2.9 J-2.4 18 65.0 1.77 HDPE J-2.4 J-2.5 30 193.5 3.26 HDPE I-2.23 J-2.5 15 82.2 2.31 HDPE I-2.24 J-2.5 15 126.7 3.28 HDPE J-2.5 E-2.3 36 106.5 0.56 HDPE J-2.6 J-2.7 24 193.6 1.55 HDPE I-2.13 I-2.14 15 49.2 1.02 RCP I-2.14 J-2.7 18 55.3 0.54 HDPE J-2.7 E-2.4 24 25.2 1.00 HDPE I-2.25 I-2.26 15 37.0 0.95 HDPE I-2.26 J-2.10 15 143.2 3.00 HDPE I-2.28 J-2.10 15 39.0 2.18 HDPE J-2.10 I-2.27 15 39.6 1.01 HDPE I-2.27 I-2.31 15 74.7 0.67 HDPE J-2.13 I-2.31 18 85.3 1.82 HDPE I-2.31 I-2.32 27 157.4 0.51 RCP I-2.32 I-2.33 30 157.4 0.38 HDPE I-2.29 I-2.30 15 154.6 0.52 HDPE I-2.30 I-2.33 15 127.1 2.60 HDPE I-2.33 J-2.11 36 77.2 0.39 HDPE J-2.14 J-2.11 15 85.5 3.33 HDPE J-2.11 I-2.34 36 75.2 0.40 HDPE I-2.34 I-2.35 36 157.4 0.51 HDPE I-2.35 I-2.36 36 157.4 0.54 HDPE J-2.15 I-2.36 15 85.4 3.34 HDPE I-2.36 I-2.37 42 72.3 0.41 HDPE I-2.37 J-2.12 42 225.4 0.42 HDPE J-2.12 E-2.7 42 41.4 0.48 HDPE OS 7.4 J-2.16 18 196.1 0.97 HDPE J-2.16 J-2.17 18 166.0 3.55 HDPE I-2.38 J-2.17 15 16.8 6.25 HDPE J-2.17 E-2.8 18 48.8 1.64 HDPE I-2.39 E-2.9 15 31.1 4.02 HDPE STRUCTURE SCHEDULE INLETS (BUILDING 2) I.D.TOP ELEV.INV. IN INV. IN INV. OUT STRUCTURE TYPE I-2.1 607.00 N/A N/A 605.00 MSHA TYPE 'S' I-2.2 607.40 N/A 604.90 604.80 MSHA TYPE 'S' I-2.3 607.40 N/A 604.70 604.60 MSHA TYPE 'S' I-2.4 608.25 N/A N/A 605.00 MSHA TYPE 'S' I-2.5 608.25 N/A 604.80 604.70 MSHA TYPE 'S' I-2.6 598.60 N/A N/A 595.60 MSHA TYPE 'S' I-2.7 598.60 595.10 595.10 595.00 MSHA TYPE 'S' I-2.8 598.60 N/A 594.40 594.30 MSHA TYPE 'S' I-2.9 598.60 N/A 593.70 593.60 MSHA TYPE 'S' I-2.10 598.50 N/A 592.80 592.70 MSHA TYPE 'S' I-2.11 606.20 N/A N/A 603.20 MSHA TYPE 'S' I-2.12 597.85 592.50 592.10 592.00 MSHA TYPE 'S' I-2.13 593.50 N/A N/A 590.75 MSHA TYPE 'S' I-2.14 593.15 N/A 590.25 590.15 MSHA TYPE 'S' I-2.15 592.70 N/A N/A 589.70 MSHA TYPE 'S' I-2.16 592.70 N/A 589.30 589.20 MSHA TYPE 'S' I-2.17 592.70 N/A N/A 589.20 MSHA TYPE 'S' I-2.18 592.70 N/A 588.70 588.60 MSHA TYPE 'S' I-2.19 592.70 N/A 588.10 588.00 MSHA TYPE 'S' I-2.20 592.70 N/A N/A 589.20 MSHA TYPE 'S' I-2.21 592.70 N/A 588.70 588.60 MSHA TYPE 'S' I-2.22 592.70 N/A 588.10 588.00 MSHA TYPE 'S' I-2.23 590.90 N/A N/A 587.90 MSHA TYPE 'S' I-2.24 593.15 N/A N/A 589.15 MSHA TYPE 'S' I-2.25 600.65 N/A N/A 597.15 MSHA TYPE 'S' I-2.26 600.40 N/A 596.80 596.70 MSHA TYPE 'S' I-2.27 595.60 N/A 591.90 591.80 MSHA TYPE 'S' I-2.28 597.00 N/A N/A 593.25 MSHA TYPE 'S' I-2.29 604.10 N/A N/A 600.60 MSHA TYPE 'S' I-2.30 604.10 N/A 599.80 595.00 MSHA TYPE 'S' I-2.31 595.30 591.30 591.30 590.90 MSHA TYPE 'S' I-2.32 595.30 N/A 590.10 590.00 MSHA TYPE 'S' I-2.33 595.30 591.70 589.40 589.30 MSHA TYPE 'S' I-2.34 595.30 N/A 588.60 588.50 MSHA TYPE 'S' I-2.35 595.30 N/A 587.70 587.60 MSHA TYPE 'S' I-2.36 595.30 590.00 586.75 586.65 MSHA TYPE 'S' I-2.37 595.60 N/A 586.35 586.25 MSHA TYPE 'S' I-2.38 593.65 N/A N/A 590.65 MSHA TYPE 'S' I-2.39 593.65 N/A N/A 585.75 MSHA TYPE 'S' STRUCTURE SCHEDULE JUNCTIONS (BUILDING 2) I.D.TOP ELEV.INV. IN INV. IN INV. IN INV. OUT STRUCTURE TYPE J-2.1 595.80 N/A 590.00 590.00 589.90 48" MANHOLE J-2.2 595.70 N/A N/A 587.40 587.30 48" MANHOLE J-2.3 595.70 591.70 585.70 584.80 584.70 60" MANHOLE J-2.4 595.70 591.70 583.90 582.50 582.40 60" MANHOLE J-2.5 591.90 585.00 585.00 576.10 575.60 60" MANHOLE J-2.6 596.85 593.45 592.95 592.95 592.85 48" MANHOLE J-2.7 594.00 N/A 589.85 589.85 589.75 48" MANHOLE J-2.8 596.85 593.45 592.95 592.95 592.85 48" MANHOLE J-2.9 596.85 N/A 593.45 592.95 592.85 48" MANHOLE J-2.10 596.15 N/A 592.40 592.40 592.30 48" MANHOLE J-2.11 595.70 N/A 590.00 589.00 588.90 60" MANHOLE J-2.12 594.50 N/A N/A 585.30 584.70 72" MANHOLE J-2.13 596.85 N/A 592.95 595.95 592.85 48" MANHOLE J-2.14 596.85 593.45 592.95 592.95 592.85 48" MANHOLE J-2.15 596.85 N/A 592.95 595.95 592.85 48" MANHOLE J-2.16 603.50 N/A N/A 595.60 595.50 48" MANHOLE J-2.17 596.00 N/A 589.60 589.60 589.50 48" MANHOLE STRUCTURE SCHEDULE OUTLETS (BUILDING 2) I.D.INV. OUT DETAIL STRUCTURE TYPE E-2.1 604.50 MD 370.01 STANDARD END SECTION E-2.2 604.50 MD 370.01 STANDARD END SECTION E-2.3 575.00 MD 370.01 STANDARD END SECTION E-2.4 589.50 MD 370.01 STANDARD END SECTION E-2.5 589.00 MD 370.01 STANDARD END SECTION E-2.6 584.50 MD 370.01 CONCRETE END SECTION E-2.7 584.50 MD 368.02 CONCRETE END SECTION E-2.8 588.70 MD 370.01 STANDARD END SECTION E-2.9 584.50 MD 370.01 STANDARD END SECTION E-2.10 575.00 MD 368.02 CONCRETE END SECTION N 84°38'39" W 1038. 2 4 ' ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRIAL ( R E S T R I C T E D )NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 596590591592593594595588 589 586 587582578579580581583 584585 57 6 5 7 7575574572573567568569570 571 5 7 1 572573574575576577578 582 579 580 581583 58 4 58 5 58 6 583 582579580581 579578 577577578574575576572573574572571573599 598 597 600 601602603 604 602603604 576 577 578579582580581 582 576577578579580581 5755785 7 7 583 583 582 572573 574575576 577578 579580581 571 570 5 69568 5675665 6 6 56 7 5 6 8 5 7 2 569 570 5 7 1 5 7 3 5 7 4575 575572571573574570569 572571573569 570571 56856756656 5 570565570570 WWWWWWWWWWWWWWWW W W W W 22+0023+0024+0025+0026+0027+00 TC-581.80 TG-580.30 TC-578.60 TG-578.10 TC-579.15 BC-578.65 TC-579.75 BC-579.25 TC-580.50 BC-580.00 58 2 58 1 58 0 57 9 58 4 58 3 58 2 58 1 58 0575570575569570 580582 TC-578.80 TG-578.30 595 TC-593.45 BC-592.95 TC-593.45 BC-592.95 TC-593.20 TG-592.70 TC-593.20 TG-592.70 594.50 596.10 TW-588.00 BW-583.00 TW-589.00 BW-581.00 TW-591.00 BW-581.00 TW-588.00 BW-581.50 TW-592.00 BW-586.00 59058559058558758057558057559860059 4 TC-594.15 TG-593.65 TC-594.90 BC-594.40 TC-594.15 TG-593.65 TC-595.20 BC-594.70 5 9 4 TC-594.87 BC-594.37 TC-593.65 TG-593.15 TC-591.40 TG-590.90 599TC-595.92 BC-595.42 5 9 5594593592593594595 TC-595.62 BC-595.12594597596590 585 594 593 590596 575580585585585587585580575585.50 RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 E-21 E-2.6 J-2.4 J-2.5 E-2.3 I-2.24 I-2.23 I-2.22 J-2.9 E-2.10 OS-7.5 OS-7.6 E-2.9 I-2.39 E-2.7 I-2.38 J-2.12 E-2.8 J-2.17MATCHLINE C-121MATCHLINE C-120MATCHLINE C-121MATCHLINE C-119P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 16-23 GRADINGDRAINAGEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' GRADING & DRAINAGE PLAN C-121 23 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-115 SHEET C-116 SHEET C-117 SHEET C-121 SHEET C-118 SHEET C-119 SHEET C-120 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ XXXX X X XXXX XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFM WWW XXXX X XX622.7 622.6 608.4 605.6605.6 W W W WXXXXXXXXX X X X X XIRON PIN& CAP WFMN/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± ZONED: AG R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGES 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)DALEY ROADGREENMOUNTROADNORFOLK SOUTHERN RAILROADN/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 INSTR. #2022011687 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 FM FM FM FM FM FM FM FM FM FM SSFMFMFMFM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM WW W W W W WW W W W W WWWW W WWWWWWWWWWWWWWWWW W W W WWW W W W W W W W W WW WW W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWW W W W W W W W W W W WWWWWW W W W W W W W W W W W PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7. 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UNL O A D I N G D O C K S BOTTOM OF DOC K = 6 0 3 . 0 0 LOADIN G & U N L O A DI N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0MD STATE PLANENAD 83 NAVD 88SWM 3.6 (SEE SWM PLAN) SWM 3.7 (SEE SWM PLAN) SWM 5.1 (SEE SWM PLAN) SWM 5.2 (SEE SWM PLAN) SWM 5.3 (SEE SWM PLAN) SWM 1.1 (SEE SWM PLAN)SWM 1.2 (SEE SWM PLAN) SWM 7.5 (SEE SWM PLAN) SWM 7.5 (SEE SWM PLAN) SWM 7.3 (SEE SWM PLAN) SWM 1.3 (SEE SWM PLAN) SWM 1.4 (SEE SWM PLAN) SWM 1.6 (SEE SWM PLAN) SWM 1.5 (SEE SWM PLAN) SWM 3.3 (SEE SWM PLAN) SWM 3.4 (SEE SWM PLAN) SWM 3.5 (SEE SWM PLAN) SWM 3.8 (SEE SWM PLAN) SWM 3.2 (SEE SWM PLAN) SWM 7.4 (SEE SWM PLAN) SWM 7.1 (SEE SWM PLAN) MATCHLINE C-123 MATCHLINE C-125 MATCHLINE C-124 MATCHLINE C-125 MATCHLINE C-126 MATCHLINE C-127 MATCHLINE C-122 MATCHLINE C-123 MATCHLINE C-123MATCHLINE C-124MATCHLINE C-125MATCHLINE C-124MATCHLINE C-122MATCHLINE C-123P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-122 24 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 150 150 30075 1" = 150' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 RAIN GARDEN SEE SWM PLAN INFILTRATION BASIN SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. U/P #W38539U/P #W38538U/P #38537 U/P #W38536 SPEED LIMIT 40 MPH SIGN SPEED LIMIT 40 MPH SIGN RAILWAY CROSSING SIGN U/PU/P #K15 15 INVERT-570.6 INVERT-571.2 21" x 15" CMPSEGMENT SIGN 'S.R. 163 20/30 RAIN GARDENNO. 1-2 ELEV. 577.5 RAIN GARDEN NO. 1-1B ELEV. 572.0IRON PIN & CAP S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E 454.52'N/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/F WAYNE & NANCY BARTLES L. 973 / F. 196 N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/F RICHARD & DELORES WITMER L. 5006 / F. 369 DWELLING 1 STORY BRICK 17739 MASON DIXON ROAD DWELLING 1 STORY BRICK 17735 MASON DIXON ROAD DWELLING 1 STORY BRICK 17731 MASON DIXON ROAD DWELLING 2 STORY BRICK 17725 MASON DIXON ROAD ZONED: A G R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALMASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F SLLP BLDG 1 LLC INSTR.#2022011687 N/F ANNA SHANK L. 394 / F. 296 WWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+0038+0039+00LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.)RETAINING WALL 'A'RETAINING W A L L ' B ' I-27 I-26 I-25 I-24 I-23 I-22 I-21 I-20 J-7 J-6 J-5 I-32 I-33 J-8A E-6 OS-3.5 E-11 E-10 OS-3.6 E-8 I-31 I-30 I-62 I-63 I-64 I-65 E-18 J-29 I-66 OS-3.8 SWM 3.8 (SEE SWM PLAN) SWM 3.5 (SEE SWM PLAN) (SEE SWM PLAN) SWM 3.6 (SEE SWM PLAN)35'10'15'60'80'60'35'10'15'60'80'60'36'36'36'75'R50'R10'R50'R 50'R MATCHLINE C-107 MATCHLINE C-106 MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 12 C-509 HANDICAP PARKING AREA 05 C-509 CONCRETE SIDEWALK 24'20' 20' 24'20' 20' PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WATER LI N E ( F I R E L O O P )10" WATER LINE (FIRE LOOP)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-123 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ FMFMFM WU/P #38545U/P #W38544U/P #W38543U/P #W38542U/P #W38541U/P #W38540 15" CMPINVERT-603.4 INVERT-603.9 U/P #4U/P #5U/P #1080426U/PU/PU/P #K15 9U/P #K15 10U/P #K15 11U/P #12 XXXXXXX 608.4 605.6605.6 W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XWWELEV. 582.9 RETAINING WALL S 89°08'33" E 1632.88' S 89°08'33" E 223.76'S 10°26'30" W 111.29'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F SLLP BLDG 1 LLC INSTR.#2022011687 1+00PC 1+72.202+003 + 0 0 PT 3+55.254+00 PC 4+49.115+ 0 0 6+00PT 6+06.03 7+008+009+0010+00PC 10+45.17 11+00PT 1 1 + 8 2 . 8 2 FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW11+0012+0013+0014+0015+0016+0017 + 0 0 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 I-19 J-4 J-3 E-9 I-29 I-28 J-8 E-7 E-5 J-10 OS-3.4 J-9 OS-3.3 OS-3.2 E-4 E-3 E-1 E-2 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 J-2 J-1 I-7 OS-3.1 I-6 I-5 I-4 I-3 I-2 I-1 I-9 I-8 I-37 RETAINING WA L L ' C ' SWM 3.4 (SEE SWM PLAN) SWM 3.3 (SEE SWM PLAN) SWM 3.2 (SEE SWM PLAN) SWM 3.7 (SEE SWM PLAN)35'10'15'60'80'60'36' 20'R 10 ' R R60'60'R60'R 36' 36'15'R15' R MATCHLINE C-107 MATCHLINE C-106MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 12 C-509 HANDICAP PARKING AREA 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20'24'18' PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED WATER TANK (DESIGN BY OTHERS) PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WATER LI N E ( F I R E L O O P )10" WATER LINE (FIRE LOOP)PENNDOT ENTRANCE (TO BE DONE BY OTHERS)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-1024 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMSSSS SSSSSSPT 1 1 + 8 2 . 8 2 12+0013+0014+0015+0016+00PC 1 6 + 8 7 . 3 0 17+00P T 1 7 + 6 9 .5 5 18+00PC 18+78.4319+00PT 19+86.9720+00FMFMFM FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWW0+00 = 54+50.6 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0010+0011+0054+00 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF D O C K = 6 0 3 . 0 0 I-38 J-11 I-36 I-35 I-34 I-72 E-22 I-39 I-40 J-13 I-41 I-42 J-15 J-16 I-43 I-44 J-17 J-14 J-12 J-20 I-45 SWM 5.3 (SEE SWM PLAN) SWM 5.2 (SEE SWM PLAN) SWM 5.1 (SEE SWM PLAN) 150'R 100'R 10'R50'R 50'R 5 0 ' R 50'R 7 0 'R80'R 36'35'10'15'60'80'60'36'36'MATCHLINE C-107 MATCHLINE C-106 MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 12 C-509 HANDICAP PARKING AREA 05 C-509 CONCRETE SIDEWALK 24'20' 20'24'18'24'18'PROPOSED METER VAULT PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WATER LIN E ( F I R E L O O P ) PROPOSED (PRIVATE) 10" WATER LINE (FIRE) 4" WATER LINE (DOMESTIC) PROPOSED (PRIVATE) FORCE MAIN 26+00RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 I-2.22 80' 60' 60' 80' 60' 60'40'20'R 10'R20'R 10'R60'R100'R 10'R 75'R 10'RMATCHLINE C-107 MATCHLINE C-106 04 C-509 CONCRETE DOLLY PAD 04 C-509 CONCRETE DOLLY PAD PROPOSED FIRE HYDRANTP:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-126 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. X X X X XXXXXXXN 09°04'49" E 2771.84'ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALNORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 WWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W40+0041+0042+0043+0044+0045+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 34+00 FOR LOCATION, DETAILS & SPECS.) PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 J-18 J-19 E-13 OS-1.1 J-20 I-45 I-46 I-47 I-50 I-51 J-22 1-52 J-23 E-14 J-21 J-26 J-27 I-55 I-56 I-57 I-58 I-59 I-61 I-62 J-28 I-60 E-17 E-19 OS-1.5 E-18 J-29 E-16 J-25 OS-1.4 J-24 OS-1.3 E-15 I-53 I-54 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 E-2.4 J-2.7 I-49 I-48 SWM 1.5 (SEE SWM PLAN) SWM 1.6 (SEE SWM PLAN) SWM 1.4 (SEE SWM PLAN) SWM 1.3 (SEE SWM PLAN) SWM 7.3 (SEE SWM PLAN) SWM 1.2 (SEE SWM PLAN) SWM 1.1 (SEE SWM PLAN)35'10'15'60' 80' 60' 60' 80' 60'20'R 10'R 20'R 10'R10'R50'R50'R50'R36' 36'24'50'R50'R 150'R 50' R20'R10' R 50' R 50'R 50'R 15' R 15'R72'35'10'15'60'80'60'35'10'15'60'80'60'72'MATCHLINE C-107 MATCHLINE C-106 MATCHLINE C-107 MATCHLINE C-106 MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 04 04 C-509 CONCRETE DOLLY PAD 05 C-509 CONCRETE SIDEWALK 12 C-509 HANDICAP PARKING AREA 24'20' 20' 24'20' 20'24'PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WATER L I N E ( F I R E L O O P )10" WATER LINE (FIRE LOOP)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-125 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. S 22°44'52" W 2328.31'2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 FM FM FM SS18+00PC 18+78.4319+00PT 19+86.9720+0021+0022+00PC 22+27.9623+00PT 23+56.5324+00PC 24+47. 3 2 25+00PT 2 5 + 7 5 . 8 9 26+0027+0028+00FMFMFMFMFMFMFMFMFM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM WWWWWW W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW0+00=3 6 + 7 2 . 7 1+00 2+003+004+005+006+007+0027+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0 PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) J-17 J-18 J-19 E-13 OS-1.1 I-46 I-47 I-50 OS-7.3 E-2.6 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 I-2.19 J-2.3 J-2.8 J-2.6 J-2.2 J-2.1 OS-7.2 E-2.4 J-2.7 I-2.14 I-2.13 I-2.12 I-2.11 I-2.10 I-2.9 I-2.8 I-2.7 I-2.6 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 I-49 I-48 SWM 1.3 (SEE SWM PLAN) SWM 7.3 (SEE SWM PLAN) SWM 1.2 (SEE SWM PLAN) SWM 1.1 (SEE SWM PLAN) SWM 5.3 (SEE SWM PLAN) SWM 5.2 (SEE SWM PLAN) SWM 7.1 (SEE SWM PLAN)35'10'15'60'80'60' 150'R 100'R 36' 36' 10'R 50'R 50'R 36'150'R 50'R 50'R 24'30'R15' R 100'R72'MATCHLINE C-107 MATCHLINE C-106MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 12 C-509 HANDICAP PARKING AREA PROPOSED WATER METER PROPOSED AIR RELEASE MANHOLE 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20' 24'20' 20'24'18'24' PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED (PRIVATE) 10" WATER LINE (FIRE) 4" WATER LINE (DOMESTIC) 10" WA T E R L I N E ( FI R E L O O P )10" WATER L INE (F IRE LOOP ) PROPOSED (PRIVATE) FORCE MAIN P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-127 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. N 81°53'39" W 9 8 0 . 1 0 'ZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGEZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: PLA N N I N G I N D U S T R I A L ZONED: IND U S T R I A L ( R E S T R I C T E D ) 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F MYLIN & DARLENE HORST L. 1082 / F.187 N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 29+0030+0031+00WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W7+008+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+0020+0021+0022+00PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADI N G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7. 0 0 I-2.38 J-2.12 J-2.17 J-2.16 OS-7.4 I-2.37 I-2.36 I-2.35 I-2.34 J-2.11 I-2.33 I-2.32 I-2.31 I-2.27 J-2.10 I-2.28 I-2.30 I-2.29 J-2.13 J-2.14 J-2.15 I-2.26 I-2.25 RETAINING WALL 'D'SWM 7.4 (SEE SWM PLAN) 36'35'10'15'80'60'60'R60'6'R10'R10'R 10'R50'R 50'R50'R20'R10'R10'R 75'R 50'R 100'R35'10'15'60'80'60'35'10'15'60'80'60' MATCHLINE C-107 MATCHLINE C-106 MATCHLINE C-107MATCHLINE C-10604 C-509 CONCRETE DOLLY PAD 04 C-509 CONCRETE DOLLY PAD 04 C-509 CONCRETE DOLLY PAD PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WA T E R LI N E ( F I R E L O O P ) 10" WA T E R L I N E ( F I R E L O O P )10" WATER L INE (F IRE LOOP)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-128 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. N 84°38'39" W 1038. 2 4 ' ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRIAL ( R E S T R I C T E D )NORFOLK SOUTHERN RAILROAD2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 WWWWWWWWWWWWWWWW W W W W 22+0023+0024+0025+0026+0027+00 RETAINING WALL 'E' I-67 I-68 I-69 I-70 I-71 E-20 OS-1.6 J-30 E-21 E-2.6 J-2.4 J-2.5 E-2.3 I-2.24 I-2.23 I-2.22 J-2.9 E-2.10 OS-7.5 OS-7.6 E-2.9 I-2.39 E-2.7 I-2.38 J-2.12 E-2.8 J-2.17 SWM 7.5 (SEE SWM PLAN)SWM 7.5 (SEE SWM PLAN)35'10'15'60'80'60' 80' 60' 60' 80' 60'40'20'R 10'R20'R 10'R60'R100'R 10'R 50'R50'R75'R 10'R36'MATCHLINE C-107MATCHLINE C-106MATCHLINE C-107MATCHLINE C-106C-509 DOLLY PAD 04 C-509 CONCRETE DOLLY PAD PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY 10" WATER L INE (F IRE LOOP )10" WATER L INE (F IRE LOOP )P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 24-31 DIMENSIONPAVINGUTILITYPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' SITE, UTILITY & DIMENSIONING PLAN C-129 XX XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 50 50 10025 1" = 50' SCALE: 1" = 800' WASHINGTON COUNTY Account ID #13000239 PROPOSED BUILDING #1 PROPOSED BUILDING #2MD STATE PLANENAD 83 NAVD 88SHEET C-123 SHEET C-124 SHEET C-125 SHEET C-129 SHEET C-126 SHEET C-127 SHEET C-128 KEY MAP ACCESS DRIVESTREAM CROSSING SEE SHEET X-10_ LEGEND HATCH DESCRIPTION DETAIL / SHEET PAVEMENT- LIGHT DUTY 1 / C-509 PAVEMENT- HEAVY DUTY 2 / C-509 PAVEMENT- CONCRETE 3 / C-509 SWM AREAS SEE SWM PLAN NOTE FOR ADDITIONAL UTILITY CONSTRUCTION DETAILS SEE PROFILES ON SHEETS C-401 THRU C-415. U/P #W38539U/P #W38538U/P #38537 SPEED LIMIT 40 MPH SIGN SPEED LIMIT 40 MPH SIGN INVERT-570.621" x 15" CMPN 19°00'04" E 454.52'DWELLING 1 STORY BRICK 17739 MASON DIXON ROAD 577578579580581572 571 573 574 574575576577578579580 582581583584 585 586 577584 577 578 579 580 582581 583589582580581583584585586587588 590 591592 593 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 TC-600.20 TG-599.70 TC-596.95 TG-596.45 TC-598.32 600 600 600 595 590 585 585 585 580 575 580 586 586 597 597 584 584 595 595 595 593594594 592585.25 SWM-4D SWM-5A SWM-5B SWM-5C SWM-5D SWM-6A SWM-6B SWM-6C I-21 I-20 I-19 I-33 J-8A E-6 OS-3.5 E-11 E-10 E-9 OS-3.6 E-8 I-31 I-30 OS-3.8 593.75 580 580575 MD STATE PLANENAD 83 NAVD 88BMP 3.8 EXTENDED DETENTION BASIN BMP 3.5 BIORETENTION F.G. 584.00 BMP 3.6 BIORETENTION F.G. 592.00 BMP 3.7 BIORETENTION F.G. 593.00 6" PERF. PVC ( T Y P . ) C.O. (TYP.) C.O. (TYP.) C.O. (TYP.)6" NON -PERF PVC@ 0 .5% (M IN . ) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 570 575 580 585 565 BOT. BMP 4' MIN1:11:1PROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS EXISTING GROUND BMP 3.8 BERM PROFILE 1" = 50' H., 1" = 5' V. TOP OF SETTLED BERM ELEV = 580.00 CONSTRUCTED TOP OF BERM ELEV = 580.40 W.S.E =10 yr 576.61 W.S.E =100 yr 577.74 565 570 575 580 585 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 570 575 580 585 590 570 575 580 585 590 BMP 3.5 BERM PROFILE 1" = 50' H., 1" = 5' V. 6" CONCRETE CRADLE F.G. BMP 584.00 8'3:13:1EL. 585.25 W.S.E =100 yr 585.46 W.S.E =10 yr 585.11 4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS 1:11:1EXISTING GROUND TOP OF SETTLED BERM ELEV = 586.50 CONSTRUCTED TOP OF BERM ELEV = 586.80 0+00 0+50 1+00 570 575 580 585 590 570 575 580 585 590 1+50 46.8 L.F. 30" RCP @ 2.78% 6' MIN.3:13:1OUTLET STRUCTURE OS-3.5 (TRIPLE WR) T.S. = 584.50 INV. IN = 580.75 (6" PVC) INV. OUT = 576.30 6" CONCRETE CRADLE F.G. BMP 584.00 6" PERF. PVC UNDERDRAIN W.S.E =10 yr 585.11 W.S.E =100 yr 585.46 EMBANKMENT CORE/CUT-OFF E-11 CONC. END SECT. INV. OUT = 575.00 BMP 3.5 OUTLET PROFILE 1" = 50' H., 1" = 5' V. 2+00 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 16', W = 18.5', THICK. = 19" Q10 = 22.5 C.F.S. V10 = 12.5 F.P.S. 10 YR HG L 0+00 0+50 1+00 1+50 565 570 575 580 585 565 570 575 580 585 BMP 3.8 OUTLET PROFILE 1" = 50' H., 1" = 5' V. 2+003:13:1 10.4' EXISTING GROUND CONCRETE WEIR WALL ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5", D100 = 15" L = 20', W = 16' to 28' (See Plan), THICKNESS = 19" Q10 = 11.6 C.F.S. V10 = 2.9 F.P.S. W.S.E =10 yr 576.61 W.S.E =100 yr 577.74 EMBANKMENT CORE/CUT-OFF 1:11:1S.W.M. BMP 3.8 CROSS-SECTION THRU WEIR SCALE: 1" = 5' HORIZ.; 1" = 5' VERT. TOP OF SETTLED BERM = 580.00± TOP 577.75 5' MIN.5' MIN. 32.00' 3:1 3:1 570570 580580 TOP OF CONSTRUCTED BERM = 580.40 3" DIA. ORIFICE INV. 575.00 10.00' 575575 W.S.E =10 yr 576.79 W.S.E =100 yr 577.74 0.50'EL. 577.00 TOP FOOTER 573.00 8.00' EL. 576.00 1' 0" 4'-6" 1.2 3" CLEARELEV. = 573.00 2" CLEAR #4 REBAR @ 24" O.C. 4.75' #5 REBAR @ 8" O.C. HOOK 1' 0"2" CLEAR#5 REBAR @ 16" O.C. ELEV. = 577.75 4' 0"3" CLEAR 2" CLEAR 3" CLEAR 3" CLEAR #5 REBAR @ 8" O.C. #4 REBAR @ 18" O.C. #4 REBAR @ 18" O.C. POND WEIR WALL DETAIL (BMP 3.8) (N.T.S.)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-301 32 XX SP-23-____ Maryland 43404 03-14-2025 2023BMP 3.5, 3.6, 3.7 & 3.8 ENLARGEMENT 1" = 30'0 SCALE: 30 30 6015 1" = 30' 4&5 C-307 ORIFICE TRASH RACKS 5995985 9 3 5945955965976006 0 4601602603 60 5 606606605605 591 592599598593594595596597 601600602603 604 605 606 608 607 608608 1+002+00WWWWWWWWWWWTC-600.20 TG-599.70 600.90 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TW-606.00 BW-603.00 TC-600.20 TG-599.70 TC-600.20 TG-599.70 TC-600.20 TG-599.70TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-600.50 BC-600.00 TC-605.30 TG-604.80 TC-598.35 TG-597.85 TC-601.45 TG-600.95 606 605604603602601600 607606607599 598 600 600 600 600 600 601595 600605595 592 592 594 594 595597597595600 605 597599599605 600 597 595 596.00 593.25 SWM-3D SWM-3A SWM-3B SWM-3C SWM-4A SWM-4B SWM-4C SWM-4D SWM-4E I-29 I-28 E-7 E-5 J-10 OS-3.4 J-9 OS-3.3 OS-3.2 E-4 E-3 E-1 E-2 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-10 J-2 J-1 I-9 593.75 RETAINING W A L L ' C 'MD STATE PLANENAD 83 NAVD 88FOREBAY BOT. 594.70 FOREBAY BOT. 592.0 BMP 3.4 SAND FILTER F.G. 592.00 BMP 3.3 SAND FILTER F.G. 594.70 BMP 3.2 BIORETENTION F.G. 597.00 6" PERF. PVC ( T Y P . ) C.O. (TYP.) C.O. (TYP.) 6" PERF. PVC ( T Y P . ) C.O. (TYP.) C.O. (TYP.) 6" PERF. PVC ( T Y P . ) C.O. (TYP.) 0+00 0+50 1+00 1+50 2+00 2+50 585 590 595 600 605 585 590 595 600 605 W.S.E =10 yr 595.97 W.S.E =100 yr 596.41 EXISTING GROUND 8'3:13:1EL. 596.00 TOP OF SETTLED BERM ELEV = 597.50 CONSTRUCTED TOP OF BERM ELEV = 597.60 BMP 3.3 BERM PROFILE 1" = 50' H., 1" = 5' V. 6" CONCRETE CRADLE F.G. BMP 594.70 0+00 0+50 1+00 585 590 595 600 605 585 590 595 600 605 1+50 15.1 L.F. 30" RCP @ 6.29% OUTLET STRUCTURE OS-3.3 (TRIPLE WR) T.S. = 595.45 INV. IN = 591.45 (6" PVC) INV. OUT = 590.95 F.G. 594.70 6" PERF. PVC UNDERDRAIN PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS 6" CONCRETE CRADLE 6' MIN.3:13:1EXISTING GROUND W.S.E =10 yr 595.97 W.S.E =100 yr 596.41 BMP 3.3 OUTLET PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 585 590 595 600 585 590 595 600 8'3:13:1EL. 593.25 TOP OF SETTLED BERM ELEV = 594.60 CONSTRUCTED TOP OF BERM ELEV = 594.85 F.G. BMP 592.00 6" CONCRETE CRADLE BMP 3.4 BERM PROFILE 1" = 50' H., 1" = 5' V. W.S.E =100 yr 593.46 W.S.E =10 yr 593.02 4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS 1:11:10+00 0+50 1+00 585 590 595 600 585 590 595 600 1+50 BMP 3.4 OUTLET PROFILE 1" = 50' H., 1" = 5' V. F.G. BMP 592.00 580 580580 580 18.1 L.F. 24" RCP @ 4.14% OUTLET STRUCTURE OS-3.4 (TYPE 'S' INLET) T.S. = 592.75 INV. IN = 589.50 (6" PVC) INV. OUT = 588.25 6" PERF. PVC UNDERDRAIN 6" CONCRETE CRADLE 6' MIN.3:13:1PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS W.S.E =10 yr 593.02 W.S.E =100 yr 593.46EMBANKMENT CORE/CUT-OFF EXISTING GROUND P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-302 33 XX SP-23-____ Maryland 43404 03-14-2025 2023BMP 3.2, 3.3, & 3.4 ENLARGEMENT 1" = 30'0 SCALE: 30 30 6015 1" = 30' 5 8 6 585589 586 587 588 590 591 588 587583584585586 58 8587 585 5 8 6 58 7 585579 580 581582583584585586587588599598589590591592593594595596 597TC-600.70 BC-600.20 TC-599.70 BC-599.20 TC-590.55 TG-590.05 TC-588.35 BC-587.85 TC-587.95 BC-587.45 598 599 600 591 592 593 594 595 596 590 589 598 599 600 600 595 590 586 595 590 588 589589597 588 588 585 586 589 589 590 588 590595599588588.5 587.1 SWM-8A SWM-8B SWM-9A SWM-9B SWM-9C SWM-9D E-13 1-52 J-23 E-14 J-25 OS-1.4 J-24 OS-1.3 E-15 I-53 I-54 MD STATE PLANENAD 83 NAVD 88BMP 1.3 SAND FILTER F.G. 587.35 FOREBAY BOT. 587.35 FOREBAY BOT. 585.5 BMP 1.4 SAND FILTER F.G. 586.00 C.O. (TYP.) C.O. (TYP.) C.O. (TYP.) C.O. (TYP.)6" PERF. PVC (TYP.)6" PERF. PVC (TYP.)ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIAL574 575 573 572 571 573 571571571571 572 5735745755 7 6 576 575 575572571574 575 TC-599.48 BC-598.98 TC-601.55 BC-601.05 TC-598.28 TG-597.78575580585590595 585580575570598599576576575575576 576 575 575 570 574574574.75 SWM-7A SWM-7B SWM-7C SWM-7D SWM-7E E-17 E-19 OS-1.5 E-18 J-29 MD STATE PLANENAD 83 NAVD 88BMP 1.5 BIORETENTION F.G. 574.00 C.O. (TYP.) C.O. (TYP.) 6" PERF. PVC (TYP.) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 580 585 590 595 580 585 590 595 575 575 BMP 1.3 BERM PROFILE 1" = 50' H., 1" = 5' V. 8' TOP OF SETTLED BERM ELEV = 589.85 CONSTRUCTED TOP OF BERM ELEV = 590.15 3:1W.S.E =10 yr 588.49W.S.E =100 yr 588.83 W.S.E =2 yr 587.97 EXISTING GROUND3:13:14' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS F.G. BMP 587.35 1:11:10+00 0+50 1+00 1+50 575 580 585 590 575 580 585 590 595595 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS OUTLET STRUCTURE OS-1.3 (TRIPLE WR) T.S. = 587.90 INV. IN = 584.10 (6" PVC) INV. OUT = 582.35 BMP 1.3 OUTLET PROFILE 1" = 50' H., 1" = 5' V. F.G. 587.35EXISTING GROUND 6' MIN. W.S.E =10 yr 588.49 W.S.E =2 yr 587.97 W.S.E =100 yr 588.83 1:11:13:13:16" CONCRETE CRADLE (50 L.F.) 2+00 6" PERF. PVC UNDERDRAIN204.6 L.F. 30" R C P @ 1 . 3 9 % EL. 588.50 6" CONCRETE CRADLE EMBANKMENT CORE/CUT-OFF 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 575 580 585 590 595 575 580 585 590 595 F.G. BMP 586.00 TOP OF SETTLED BERM ELEV = 588.75 CONSTRUCTED TOP OF BERM ELEV = 589.10 8'3:13:1W.S.E =100 yr 587.75EL. 587.10 3:1W.S.E =10 yr 587.06 4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS1:11:1EXISTING GROUND BMP 1.4 BERM PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 575 580 585 590 595 575 580 585 590 595 1+50J-25 5' MHT.R. = 588.9525.5 L.F. 24" RCP @ 3.92% OUTLET STRUCTURE OS-1.4 (TRIPLE WR) T.S. = 586.50 INV. IN = 584.10 (6" PVC) INV. OUT = 581.00 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS F.G. 586.00 6" CONCRETE CRADLE W.S.E =10 yr 587.06 W.S.E =100 yr 587.75 1:16" PERF. PVC UNDERDRAIN3:16" CONCRETE CRADLE BMP 1.4 OUTLET PROFILE 1" = 50' H., 1" = 5' V. EMBANKMENT CORE/CUT-OFF 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 565 570 575 580 585 565 570 575 580 585 8'3:13:1EL. 574.75 TOP OF SETTLED BERM ELEV = 576.30 CONSTRUCTED TOP OF BERM ELEV = 576.65 F.G. BMP 574.00 3:1W.S.E =100 yr 575.28 BMP 1.5 BERM PROFILE 1" = 50' H., 1" = 5' V. 6" CONCRETE CRADLE W.S.E =10 yr 574.75 PROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS 4' MINEXISTING GROUND 1:11:1CONC. END SECT. 565 570 575 580 585 0+00 0+50 1+00 565 570 575 580 585 565 570 575 580 585 1+50 37.6 L.F. 18" RCP @ 2.66% 6" CONCRETE CRADLE OUTLET STRUCTURE OS-1.5 (TYPE 'S' INLET) T.S. = 574.50 INV. IN = 570.75 (6" PVC) INV. OUT = 570.50 W.S.E =10 yr 574.75 W.S.E =100 yr 575.283:1F.G. 574.00 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS 6" PERF. PVC UNDERDRAIN3:1BMP 1.5 OUTLET PROFILE 1" = 50' H., 1" = 5' V. EMBANKMENT CORE/CUT-OFF 10.1' E-19 CONC. END SECT. INV. OUT = 569.50 ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 10', W = 11.5', THICK. = 19" Q10 = 6.0 C.F.S. V10 = 8.8 F.P.S.P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-303 34 XX SP-23-____ Maryland 43404 03-14-2025 20230 SCALE: 30 30 6015 1" = 30' BMP 1.3 & 1.4 ENLARGEMENT 1" = 30' BMP 1.5 ENLARGEMENT 1" = 30' XXXXXXX X X X XXXXXXXXXN 09°04'49" E 2771.84'576577578579582580581575572571573574570569569570571572570571572 570570571571572573574575576574575576573 570571571575577575576577578579580575582575576577578579580581583584578579574575576576 575 574 573 572571572571573572573574571578 579 577 569570571572573574575576 571572573574569TC-600.75TG-600.25TC-590.55TG-590.05TC-578.60TG-578.10TC-579.15BC-578.65TC-579.75BC-579.25TC-580.50BC-580.00TC-588.75BC-588.25TC-587.10BC-586.60600595590585580575570591592593594590589588587586585584583582581580579580570575580585575570575570569569575570575569570576576575575570580582TC-578.80TG-578.30SWM-7DSWM-7ESWM-10ASWM-10BSWM-10CSWM-10DE-19OS-1.5E-16J-25OS-1.4E-15I-53I-54I-68I-69I-70I-71E-20OS-1.6J-30MD STATE PLANENAD 83 NAVD 88BMP 1.6 EXTENDED DETENTION/ WET POOL BASIN WET POOL BOT. 567.50 FOREBAY BOT. 567.00 568.5 568 567. 5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 560 565 570 575 580 560 565 570 575 580 BMP 1.6 BERM PROFILE 1" = 50' H., 1" = 5' V. W.S.E =10 yr 572.15 W.S.E =100 yr 572.55 4' MIN1:11:1F.G. BMP 569.00 8'3:13:1EL. 573.00 TOP OF SETTLED BERM ELEV = 574.65 CONSTRUCTED TOP OF BERM ELEV = 575.00 PROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS EXISTING GROUND 6" CONCRETE CRADLE 0+00 0+50 1+00 1+50 560 565 570 575 580 560 565 570 575 580 96.0 L.F. 24" RCP @ 0.8 3 % 6" CONCRETE CRADLE (50 L.F.) OUTLET STRUCTURE OS-1.6 (TYPE 'S' INLET) T.S. = 572.00 2" ORIFICE = 569.00 INV. OUT = 568.00 F.G. 569.00 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS BMP 1.6 OUTLET PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND W.S.E =100 yr 572.55W.S.E =10 yr 572.15 1 C-304 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-304 35 XX SP-23-____ Maryland 43404 03-14-2025 2023BMP 1.6 ENLARGEMENT 1" = 30' 0 SCALE: 30 30 6015 1" = 30' ANTI- FLOTATION DEVICE GRAVEL JACKET INTERNAL ORIFICE PLATE 3/4"Æ HOLES-6" O.C. OR 3/4"x6" SLOTS WATERTIGHT REMOVABLE CAP 4" GALV. STEEL PIPE OUTLET STRUCTURE 12" 10"x10"x12" CONC. BOLT 1/4" STEEL PLATE TO OUTLET STRUCTURE AND WELD PIPE TO PLATE (ALL STEEL TO BE HOT-DIPPED GALVANIZED 12"2" ORIFICE, EL. 569.00 2" ORIFICE, EL. 569.00 BMP 1.6 S 22°44'52" W 2328.31'61361 4 615614615 6 1 1 610 611 610 609 TC-606.75 BC-606.25 TC-606.55 BC-606.05 TC-606.85 BC-606.35 TC-607.00 BC-606.506066 0 3 6 0 4 6 0 5 6 0 6 TC-607.50 TG-607.00 TC-607.25 BC-606.75 612 608 6 1 3 615605 610 TC-610.60 BC-610.10TC-606.95 BC-606.45 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 BMP 7.1 BIORETENTION F.G. 604.50 C.O. (TYP.)6" PERF . PVC 595 596597 598FMFM FM FM WWW W W W WW W W W W TC-598.35 TG-597.85597TC-594.85 BC-594.35 598599595 595 OS-7.2MD STATE PLANENAD 83 NAVD 88BMP 7.2 BIORETENTION F.G. 594.30 C.O. (TYP.) ZONED: PL A N N I N G I N D U S T R I A L 606605604 603 TC-598.40 BC-597.90 TC-598.55 BC-598.05 602.40 602.60 603603 603 600 605 OS-7.4 BMP 7.4 BIORETENTION F.G. 601.50 C.O. (TYP.) 6" PER F . P V C ( T Y P . ) 611 608609610608 610611612613FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWW15 6086096106 0 9 6 1 0 6 1 1 611612607 607 610 6 0 8 6 0 8 OS-3.1 607.50MD STATE PLANENAD 83 NAVD 88BMP 3.1 BIORETENTION F.G. 607.00 BMP 4.1 BIORETENTION F.G. 606.75 C.O. (TYP.)604603604604604 599598595596597600 601 602 603 TC-595.50 TG-595.00 TC-594.75 TG-594.25 TR-595.00 594.30 596 595 595 596 604 600 595 594 594 J-18 OS-1.1 I-49 BMP 1.2 BIORETENTION F.G. 593.50 BMP 1.1 BIORETENTION F.G. 593.50 C.O. (TYP.) C.O. (TYP.) 600 FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 601 600 599 600 602 600 599 599 600 601 601 600 600 601I-43 I-44 J-17 599.75 600.25 600.75 600.75 BMP 5.3 BIORETENTION F.G. 599.00 BMP 5.4 BIORETENTION F.G. 599.50 C.O. (TYP.) 6" NON-PERF. PVC @ 0.5% (MIN.)ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGE6 1 3 6 1 2 6 1 1 608 607607608609614FM FM FM FM FM FM FM FMFMFMFMFMFMFMFMW W W W W W W W W WWWWWW609 610 611 610 610 610 609 610610610609I-72 E-22 609.25 609.25 MD STATE PLANENAD 83 NAVD 88BMP 5.1 BIORETENTION F.G. 608.50 BMP 5.2 BIORETENTION F.G. 608.50 TREES CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL BET RIV Betula nigra / River Birch B & B 2"Cal 30 3/L-501 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL ITE VI3 Itea virginica `Virginia` / Virginia Sweetspire 3 gal.135 2/L-501 LIN BEN Lindera benzoin / Spicebush 3 gal.106 2/L-501 VIB ARR Viburnum dentatum / Viburnum 3 gal.120 2/L-501 PLANT SCHEDULE P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 30' SWM PLAN C-305 36 XX SP-23-____ Maryland 43404 03-14-2025 2023BMP 3.1 & 4.1 ENLARGEMENT 1" = 30' BMP 1.1 & 1.2 ENLARGEMENT 1" = 30' BMP 5.3 & 5.4 ENLARGEMENT 1" = 30' BMP 5.1 & 5.2 ENLARGEMENT 1" = 30' BMP 7.2 ENLARGEMENT 1" = 30' BMP 7.1 ENLARGEMENT 1" = 30' BMP 7.4 ENLARGEMENT 1" = 30' 0 SCALE: 30 30 6015 1" = 30' PERENNIALS ASTER LANCEOLATUS, PANICLED SMOOTH ASTER MONARDA DIDYMA, BEEBALM LOBELIA CARDINALIS, CARDINAL FLOWER LOBELIA PUBERULA, DOWNY LOBELIA MIXED GRASSES CAREX TYPHINA, CAT-TAIL SEDGE CAREX ANNECTENS, YELLOW FRUITED SEDGE SWITCHGRASS, PANICUM CIRGATUM SCIRPUS CYPERINUS, WOOLGRASS GRASS/PERENIAL LEGEND BMP PRACTICE SIZE REMARKS BMP 1.1 1,725 SF 2" PLUG EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) BMP 1.2 1,725 SF 2" PLUG PERENNIALS/GRASS 2" PLUG 2" PLUG 2" PLUG BMP 3.1 970 SF BMP 3.2 12,125 SF BMP 3.5 28,730 SF BIO-RETENTION MAINTENANCE NOTES: 1.BIORETENTION AREAS SHALL BE INSPECTED AT A MINIMUM, BI-ANNUALLY. 2.OWNER SHALL REMOVE SILT/SEDIMENT IF THE ACCUMULATION OF SEDIMENT EXCEEDS ONE INCH WITHIN THE BIORETENTION AREA. 3.THE TOP FEW INCHES OF FILTER MEDIA SHALL BE REMOVED AND REPLACED WHEN WATER PONDS FOR MORE THAN 48 HOURS. 4.TRASH AND DEBRIS SHALL BE REMOVED AS NECESSARY. 5.MULCH SHALL BE REPLACED ON AN ANNUAL BASIS. 6.PLANT MATERIAL SHALL BE INSPECTED YEARLY AND DEAD AND/OR DISEASED VEGETATION SHALL BE REPLACED, AS NECESSARY. WATERING MAY BE REQUIRED DURING PROLONGED DRY SPELLS. 2" PLUGBMP 3.6 1,500 SF 2" PLUGBMP 1.5 32,630 SF SECTION CONTAINER PLANTING - SHRUB PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED LIGHTLY FOR UNIFORMITY 3" SHREDDED BARK MULCH (MIN.) OR OTHER MATERIAL (IF SPECIFIED) 3" TALL, 24" DIA. EARTH SAUCER AROUND PLANT EXCAVATE SHRUB WELL 1-1/2 TIMES SIZE OF CONTAINER FILL WITH CLEAN AMENDED BACKFILL REMOVE CONTAINER & SCARIFY ROOTS FERTILIZER PACKETS SEE NOTE 13 IN LANDSCAPE NOTES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT UNDISTURBED SUBSOIL DO NOT COMPACT 2 C-305 EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 3.7 1,295 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 4.1 1,095 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 5.1 970 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 5.2 895 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 5.3 1,470 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 5.4 1,215 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 7.1 2,820 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 7.2 1,710 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) NOT TO SCALE GROUND COVER/PLUG PLANTING DETAIL SPACE PLANTS AS PER SITE PLAN PREPARE BED AS PER THE WRITTEN SPECIFICATIONS 2" MULCH INSTALLED BEFORE PLANTING UNDISTURBED SOIL C-305 1 2" PLUGBMP 7.3 19,175 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 2" PLUGBMP 7.4 5,845 SF EQUAL PERCENTAGE OF EACH SPECIE PLANT 36" O.C. (DETAIL 1/C-304) 589 588 587583584585586 584 585592 593 594 595596 590W W W W W W W W W W W W W 31+00 32+00 33+00 595 595 590 590 594 593 594 593 594 593 593 590590590 590 591 591 SWM-12A SWM-12B OS-7.3 E-2.6 E-2.5 I-2.16 I-2.15 I-2.17 I-2.18 I-2.19 J-2.2 E-2.4 MD STATE PLANENAD 83 NAVD 88BMP 7.3 BIORETENTION F.G. 589.00 C.O. (TYP.) C.O. (TYP.) 6" PER F . P V C ( T Y P . ) ZONED: PLANNIN G I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )590591592593594595588 589 586 587582583 584585576 600 601602603 604 603604 585586 587 588584 592 5 9 3 59 4 59 5 589 585 586 587588 590 591 5 8 2 5815 8 3584 603 6 0 4 5 9 959859760 0 6 0 1 602596WWWWWWWWWWWWWWWWW22+0023+0024+00590585590585587598600TC-594.15 TG-593.65 TC-594.90 BC-594.40 TC-594.15 TG-593.65 TC-595.20 BC-594.70 5 9 4 TC-594.87 BC-594.37 TC-593.65 TG-593.15 599TC-595.92 BC-595.42 5 9 5594593 594597596575580585585585587585580575585.50 SWM-13A SWM-13B SWM-13C SWM-13D SWM-14A SWM-14B SWM-14C E-2.3 I-2.24 E-2.10 OS-7.5 E-2.9 I-2.39 E-2.7 J-2.12 E-2.8 J-2.17MD STATE PLANENAD 83 NAVD 88BMP 7.5 SAND FILTER F.G. 584.50 FOREBAY BOT. 573.00 C.O. (TYP.) C.O. (TYP.)6" PERF . PVC (TYP . ) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 580 585 590 595 600 580 585 590 595 600 F.G. BMP 589.00 W.S.E =100 yr 590.74 8'3:13:1EL. 590.50 4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS BMP 7.3 BERM PROFILE 1" = 50' H., 1" = 5' V. TOP OF SETTLED BERM ELEV = 591.50 CONSTRUCTED TOP OF BERM ELEV = 591.85 EXISTING GROUND 6" CONCRETE CRADLE1:11:13:1W.S.E =10 yr 590.35 0+00 0+50 1+00 580 585 590 595 600 580 585 590 595 600 1+50 33.4 L.F. 24" RCP @ 1.50% F.G. 589.00 6" PERF. PVC UNDERDRAIN OUTLET STRUCTURE OS-7.3 (TYPE 'S' INLET) T.S. = 589.75 INV. IN = 585.75 (6" PVC) INV. OUT = 585.00 6" CONCRETE CRADLE E-2.6 CONC. END SECT. INV. OUT = 584.50 6' MIN.3:13:1EMBANKMENT CORE/CUT-OFF W.S.E =10 yr 590.35 PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS BMP 7.3 OUTLET PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICKNESS = 19" Q10 = 18.4 C.F.S. V10 = 9.4 F.P.S. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 575 580 585 590 575 580 585 590 F.G. BMP 584.50 12'3:13:1EL. 585.50 W.S.E =100 yr 586.41 W.S.E =10 yr 585.93 TOP OF SETTLED BERM ELEV = 587.50 CONSTRUCTED TOP OF BERM ELEV = 587.85 0+00 0+50 1+00 575 580 585 590 575 580 585 590 1+50 50.7 L.F. 30" RCP @ 1.48% 570 570 570 570 E-2.10 CONC. END SECT. INV. OUT = 575.00 6" CONCRETE CRADLE 4' MIN4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS1:11:11:11:1EXISTING GROUND BMP 7.5 BERM PROFILE 1" = 50' H., 1" = 5' V. 2+00 6" PERF. PVC UNDERDRAIN OUTLET STRUCTURE OS-7.5 (TRIPLE 'WR' INLET) T.S. = 585.25 INV. IN = 582.00 (6" PVC) INV. OUT = 575.75 6' MIN.3:13:16" CONCRETE CRADLE PIPE TO BE WATER TIGHT PER ASTM C-361 REQUIREMENTS BMP 7.5 OUTLET PROFILE 1" = 50' H., 1" = 5' V. F.G. 584.50 W.S.E =10 yr 585.93 W.S.E =100 yr 586.41 EMBANKMENT CORE/CUT-OFF ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5", D100 = 15" L = 18', W = 20.5', THICKNESS = 19" Q10 = 40.5 C.F.S. V10 = 11.7 F.P.S.P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-306 37 XX SP-23-____ Maryland 43404 03-14-2025 2023BMP 7.3 ENLARGEMENT 1" = 30' BMP 7.5 ENLARGEMENT 1" = 30' 0 SCALE: 30 30 6015 1" = 30' 3 C-308 TRASH RACK 3 C-308 TRASH RACK N 84°38'39" W 103 8 . 2 4 ' ZONED: PLANNING I N D U S T R I A L ZONED: INDUSTR I A L ( R E S T R I C T E D ) 2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± 586 587582578579580581583 584585 57 6 5 7 7575574 5 7 1 572573574574575576572573574572571573585586 587582576577578579580581583574575572571573574573 574 5 8 2 5815 8 3 5 8 4 585587580575580575575580585585587585580575SWM-13A SWM-13D SWM-14A SWM-14B SWM-14C SWM-14D J-2.5 E-2.3 E-2.10 OS-7.5 OS-7.6MD STATE PLANENAD 83 NAVD 88BMP 7.6 EXTENDED DETENTION/ WET POOL BASIN WET POOL BOT. 573.50 FOREBAY BOT. 573.00 C.O. (TYP.) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 565 570 575 580 585 565 570 575 580 585 W.S.E =100 yr 577.95 W.S.E =10 yr 576.79 4' MINPROPOSED CLAY CUTOFF TRENCH CLAY SOILS MEETING MD-378 SPECS1:11:1BOT. BASIN TOP OF SETTLED BERM ELEV = 579.65 CONSTRUCTED TOP OF BERM ELEV = 580.00 EXISTING GROUND BMP 7.6 BERM PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 1+50 565 570 575 580 585 565 570 575 580 585 W.S.E =10 yr 576.79 W.S.E =100 yr 577.96EMBANKMENT CORE/CUT-OFF 8.0'3:13:1BMP 7.6 OUTLET PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND CONCRETE WEIR WALL 1:11:1ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5", D100 = 15" L = 20', W = 28', THICKNESS = 19" Q10 = 34.5 C.F.S. V10 = 6.3 F.P.S. S.W.M. BMP 7.6 CROSS-SECTION THRU WEIR SCALE: 1" = 5' HORIZ.; 1" = 5' VERT. TOP OF SETTLED BERM = 579.65± TOP 578.25 5' MIN.5' MIN. 46.00' 3:1 3:1 570570 580580 8.00' TOP OF CONSTRUCTED BERM = 580.0 EL. 574.75 3" DIA. ORIFICE INV. 573.00 EL. 576.75 22.00' 575575 W.S.E =10 yr 576.79 W.S.E =100 yr 577.96 0.67'TOP FOOTER 571.00 1' 0" 6'-0" 1.2 3" CLEARELEV. = 571.00 2" CLEAR #4 REBAR @ 24" O.C. 7.25' #5 REBAR @ 8" O.C. HOOK 1' 0"2" CLEAR#5 REBAR @ 16" O.C. ELEV. = 578.25 4' 0"3" CLEAR 2" CLEAR 3" CLEAR 3" CLEAR #5 REBAR @ 8" O.C. #4 REBAR @ 18" O.C. #4 REBAR @ 18" O.C. POND WEIR WALL DETAIL (BMP 7.6) (N.T.S.)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-307 38 XX SP-23-____ Maryland 43404 03-14-2025 2023STRUCTURAL NOTES GENERAL 1.The contractor shall verify all dimensions prior to starting construction. The Engineer shall be notified of any discrepancies or inconsistencies. 2.Notes and dimensions on drawings shall take precedence over scales shown on the drawings. 3.All work shall be in accordance with the more stringent requirements of the minimum standards listed in the governing code or as indicated hereon. The governing code shall be 2018 International Building Code. 4.The structural drawings and specifications represent the finished structure, they do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction, including all bracing and shoring required to resist the actual construction loads. 5.ASTM Specification listed shall be the latest edition. FOUNDATION 1.No foundation subsurface investigation has been performed for this project. 2.Footing is designed based on an allowable soil pressure equal to 2000 psf. 3.The contractor shall provide for all De-watering, Shoring, Bracing, etc. required to place foundations as indicated. 4.If foundation material is uncovered and determined not to be capable of supporting the pressure indicated, the underlying material shall be undercut until competent material is found and backfill in accordance with the specifications, soil report or as noted on these plans. 5.Structural backfill where required under any structural foundations shall be to compacted to the percentage of the maximum dry density of 95 percent (according to AASHTO T99C Method). CONCRETE 1.All concrete shall conform with the requirements of the A.C.I. Building Code Requirements for reinforced concrete (ACI 318-19). 2.Cover over outer reinforcing bars shall be as follows: Concrete poured directly against earth:3 inches Formed concrete with earth backfill:2 inches 3.Concrete mixes shall be designed by a qualified testing Laboratory and approved by a structural engineer. 4.Portland cement shall conform to ASTM C-150, Type II. If concrete is in contact with earth or subject to freezing and thawing conditions. Type 1 shall be used elsewhere. 5.Aggregate for concrete shall conform to all the requirements and tests of ASTM C-33 and project specifications. Exceptions may be used only with the permission of the Engineer. 6.Concrete shall meet the requirements of Maryland Department of Transportation, State Highway Administration Standard Specifications for Construction and Materials, Section 608, Mix No. 6 (fc'= 4,000 psi). 7.Provide keyed construction joints in the slab on grade such that there are no cold joints and all the poured concrete can be properly finished in a given work day. Keyed construction joints shall be at a control joint location indicated on the plans. REINFORCING 1.Reinforcing steel shall conform to ASTM A-615, Grade 60. 2.All reinforcing shall be detailed and placed in conformance with the "Building Code Requirements for Reinforced Concrete" (ACI latest edition), and the manual of standard practice for concrete reinforcement" by C.R.S.I. 3.All reinforcing bars bends shall be made cold. 4.Dowels between footings and walls shall be the same size, grade, and spacing or number as the vertical reinforcing, respectively, unless shown otherwise on the plans. STRUCTURAL FILL 1.Placement of structural fill and methods of construction shall be in accordance with the 2008 Edition of Maryland State Highway Administration's "Standard Specifications for materials and construction"; including the latest interim specifications, addendum and errata thereto. 2.Structural fill shall be good clean material weighing at least 105 lbs. per cubic foot at max dry density and shall not have an excessive amount of clay. 3.Structural fill where required under any building foundations or building slabs shall be compacted to 95 percent of max dry density according to AASHTO Method T99C. 1. Key to extend from 1'-0" above top of footing to 6" below top of wall, center in wall. 2. Key size is 2" x 4" nominal. 3. All exposed joints to have 3/4"x3/4" chamfer. Fill chamfer with butyl-rubber caulking BUTYL WATERSTOP NOT TO SCALE COMPACTED FILL 2:1 6:1 REVISION DATE 02-16-2009 CONCRETE CRADLE 1H : 10V SECTION NOTES: 1.Concrete cradle shall extend to the midpoint of the pipe. 2.Concrete cradle shall be non-reinforced concrete (SHA mix #3). 3.Concrete cradle shall be 2 C-307 6" thick on both side & bottom. NOT TO SCALE REVISION DATE 02-16-2009 CORE TRENCH - POND1:1 MAX .1:1 MAX.1:1 MAX .3: 1 MAX .3:1 MAX. 10 YR. WSE EXISTING GROUND EMBANKMENT CORE CUT-OFF TRENCH 4'-0" MINIMUM 6'-0" MINIMUM 4'-0"MINIMUM4'-0" MINIMUM BOTTOM OF BASIN IMAGINARY LINE FROM TOE OF SLOPE TO TOE OF SLOPE SECTION NOTES: The core trench shall be excavated along the centerline of embankment. Use impervious material (GC, SC, CH, or CL) for backfilling, and compact with equipment and rollers to assure maximum density with minimum permeability. If rock is encountered in the core trench, it need only extend through the weathered rock to solid condition. Remove any sharp points or narrow ridges. 3 C-307 C-307 1 BMP 7.6 ENLARGEMENT 1" = 30' 0 SCALE: 30 30 6015 1" = 30' 6" 6" 6" 4&5 C-307 ORIFICE TRASH RACKS HOT DIPPED GALVANIZE ALL EXPOSED STEEL TRASH RACK FRONT FABRICATE 2"x2" GRID USING #4 REBAR. TRASH RACK TO BE BOLTED TO THE OUTLET STRUCTURE USING GALV. EXPANSION BOLTS AND WASHERS. C-307 5 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-308 39 XX SP-23-____ Maryland 43404 03-14-2025 2023CATEGORY 300 DRAINAGE PVC LINED PONDS DESCRIPTION. This work shall consist of furnishing, placing and anchoring of a 30 mil PVC liner within designated pond area as shown in the Contract Documents and as directed by the Engineer. MATERIALS. Furnished Topsoil 920 Type B Soil Stabilization Matting 920 Staples 920 PVC LINER MATERIAL. The 30 mil PVC Liner shall conform to the following minimum physical properties. PVC LINER CERTIFICATION. The Contractor shall certify that the PVC liner material conforms to the physical properties. The PVC Liner Certification shall also include: (a) Polymer and composition of the PVC Liner, including additive composition of any coating materials (b) Manufacturer's Quality Control plan including properties, test methods, frequency of testing, tolerances and method of resolution for out-of-specification material. (c) Laboratory test results documenting the physical properties. STORAGE AND HANDLING. The PVC liner shall remain stored in its original container in a dry area and protected from puncture, dirt, grease, water, mud, mechanical abrasions, excessive heat, extreme cold or other damage. On-site handling of the PVC liner is the responsibility of the Contractor Any damage of the PVC liner shall be documented. If the damaged PVC liner cannot be repaired to comply with the specification it shall be removed and replaced at no additional cost to the Administration. CONSTRUCTION. Construction shall be in conformance with the details shown on the plans or as directed by the Engineer and the following: Area Subgrade Preparation. Surfaces to be lined shall be smooth and free of all rocks, stones, sticks, sharp objects, or debris of any kind. The surface shall provide a firm, unyielding foundation for the liner with no sudden sharp, or abrupt changes or break in grade. No standing water, mud, snow, or frozen subgrade that has become softened by water or overly dried until it has been properly reconditioned and recompacted. Special care shall be taken to maintain the prepared soil surfaces. The soil surface will be observed daily by the Engineer to evaluate the surface condition. Any damage to the surface caused by weather conditions shall be repaired by the contractor. Anchor Trench. The anchor trench shall be excavated to the line, grade, and width shown on the construction drawings, prior to liner placement. If the anchor trench is located in clay susceptible to desiccation; no more than the amount of trench required for the liner to be anchored in one day shall be excavated to minimize desiccation of the anchor trench soils. Slightly rounded corners shall be provided in the trench where the liner adjoins the trench so as to avoid sharp bends in the liner. No loose soil or rocks shall be allowed to underlie the liner in the anchor trench. Leading edges of the anchor trench shall be smooth and even. Placement of Liner. (a) The liner shall be placed down gradient (upstream to downstream) to facilitate over lapping and prevent run off from entering under the placed liner. (b) The method used to place the liner panels shall minimize wrinkles (especially differential wrinkles between adjacent panels). Minimum wrinkles shall be allowed to insure the liner is installed in a relaxed condition. Excessive wrinkles which overlap themselves shall not be allowed. Stretching of the liner is not allowed. (c) All panels may be repositioned after deployment to conform to the overlap requirements, however, deployment and repositioning measures may eliminate dragging or elongating the PVC liner panels. (d) The seam overlap shall be a minimum of 3 ft. and a maximum of 4 ft. (e) Adequate ballast (e.g., cover soil, or similar measures that will not damage the liner) shall be placed to prevent uplift by wind. In case of high winds, continuous loading is recommended along edges of panels to minimize risk of wind flow under the panels. (g) Only equipment necessary for installation and testing of the liner shall be permitted to come in contact with the liner. This equipment shall be rubber tired with a ground pressure not exceeding 5 psi, and a total weight not exceeding 750 lb. Weather conditions. PVC liner deployment shall proceed when ambient temperature and material sheet temperature is between 60 and 105 F. Sheet temperature shall be measured on the liner surface by an infrared thermometer or surface contact thermometer. Liner placement shall not be done during any precipitation, in the presence of excessive moisture, (e.g., snow, fog, rain, dew, mud) or in the presence of excessive winds, as determined by the engineer. If liner placement is required at ambient temperatures below 60 F, a means of storing the liner in an area that maintains the liner temperature above 60 F shall be provided. This liner temperature shall be maintained until the time of deployment. Unpacking the panels. The contractor shall notify the Engineer, before the liner is unpacked. Damaged or suspect areas shall be marked for testing and/or repair. Liner that is damaged during deployment (i.e. that cannot be adequately repaired) shall be replaced at no additional cost to the Administration. Backfilling of the Anchor Trench. The anchor trench shall be backfilled and compacted by the contractor to the satisfaction of the Engineer. Trench backfill material shall be placed in 8 in. thick loose lifts and compacted by wheel rolling with light, rubber-tired or other light compaction equipment. Care shall be taken when backfilling the trenches to prevent any damage to the PVC liner. At no time shall construction equipment come in direct contact with the liner. If damage occurs, it shall be repaired at no additional cost to the Administration. Backfilling of PVC Liner. The liner shall be covered with a 2 ft. layer of soil; the first 1.8 ft. shall conform to Common Borrow specifications and the top 4 in. shall be a layer of furnished topsoil. The backfill shall be tamped in place. Permanent type B soil stabilization matting shall be placed over the topsoil. At no time shall construction equipment come into direct contact with the liner or traverse the backfilled trench. When damage occurs, it shall be repaired by the contractor at no additional cost to the Administration. Compaction shall be to the satisfaction of the Engineer. Measurement and Payment. Measurement and payment for the PVC ditch liner will be measured and paid for at the contract unit price per square yard accepted in place. The payment will be full compensation for all excavation, PVC liner, furnished topsoil, backfill, and for all overlap shall not be measured and paid for as separate item. All PVC liner overlap shall be incidental to the cost of PVC liner installation. Excavation will be measured and paid for at the contract unit price per cubic yard for class 2 excavation for incidental construction. PROPERTY TEST METHOD REQUIREMENT Thickness D 1593 +/- 5% Specific Gravity (min.)D 792 1.20 100% Modulus (psi. min.) (1 b. force/in. width, min.)D 882 100 30 Tensile (psi, min.) (Lb. force/ in. width, min.)D 882 2300 69 Elongation at Break (%, min.)D 882 325 Graves Tear (lb./in., min.) (1b. force/in. width, min.)D 1004 325 8 Resistance to Soil Burial (% change max.) (a) Breaking Factor (b) Elongation At Break (c) Modulus at 100% Elongation D 3083 (NSF Modified) 5 20 20 Impact Cold Crack (/F)D 1790 -20 Dimensional Stability (% change/max.) D 120 (212/f/15 min.)5 Water Extraction (%, max.)D 3083 -0.25 Volatile Loss (%, max.)D 1203 0.70 Hydrostatic Resistance (psi,min.)D 751 82 aged 6 months, minimum; no pine or wood chips plantings are site-specific Notes Table B-4.1 Material Specifications for Micro-Bioretention, Rain Gardens & Landscape Infiltration SizeSpecificationMaterial AASHTO M-43 ornamental stone: washed cobbles pea gravel: ASTM-D-448 shredded hardwood see planting list Underdrain piping Geotextile Curtain drain Pea gravel diaphragm Mulch [2' to 4' deep] Planting Soil Plantings stone: 2" to 5" n/a n/a n/a n/a AASHTO M-6 or ASTM C-33Sand 0.02" to 0.04" on-site testing of poured-in-place concrete required: 28 day strength and slump test; all concrete design (cast-in-place or pre-cast) not using previously approved State or local standards requires design drawings sealed and approved by a professional engineer licensed in the State of Maryland - design to include meeting ACI Code 350.R/89; vertical loading [H-10 or H-20]; allowable horizontal loading (based on soil pressures); and analysis of potential cracking Sand substitution such as Diabase and Graystone (AASHTO) #10 are not acceptable. No calcium carbonated or dolomitic sand substitutions are acceptable. No "rock dust" can be used for sand. USDA soil types loamy sand or sandy loam; clay content < 5% PE Type 1 nonwoven Slotted or perforated pipe; 3/8" perf. @ 6" o/c, 4 holes/row; min. 3" of gravel over pipes; not necessary underneath pipes. Perforated pipe shall be wrapped with 1/4 inch galvanized hardware cloth n/aMSHA Mix No. 3; f'c = 3500 psi @ 28 days, normal weight, air-entrained; reinforcing to meet ASTM-615-60 Poured in place concrete (if required) loamy sand (60 - 65%) & compost (35 - 40%) or sandy loam (30%), coarse sand (30%) & compost (40%) F 758, Type PS 28 or AASHTO M-278 4"-6" rigid sch. 40 PVC or SDR35 Gravel (underdrains and infiltration berms) No. 8 or No. 9 (1/8" to 3/8") Min. 10% by dry weight (ASTM D 2974)Organic content NO. 57 OR NO. 6 AGGREGATE (3/8" to 3/4") Compost Source - Separated Compost (Type B). Type B Compost shall be tree leaf compost or non-tree leaf compost. Type B Compost produced from lawn clippings shall be tested for contaminants in conformance with Maryland law and regulations. MSHA Standard Specifications for Construction and Materials, July 2008 920.02.05 Compost Uniform particle size of 0.5" or less Specification/Test Method clean AASHTO-M=6 of ASTM-C-33 concrete sand ash content: < 15% pH range: 5.2 to 4.9 loose bulk density 0.12 to 0.15 g/cc ASTM-D-4833 (puncture strenght - 125 lb.) ASTM-D-4632 (Tensile Stength - 300 lb.) MSHA Standards and Specs. Section 902, Mix No. 3, f'c=3500 psi, normal weight, air-entrained; re-inforcing to meet ASTM-615-60 per pre-cast manufacturer ASTM-D-4833) thickness) ASTM-D-412 (tensile strenght 1100 lb., elongation 200%) ASTM-D-624 (Tear resistance - 150 lb./in) ASTM-D-471 (water adsorption: +8 to -2% mass) Table B.3.1 Material Specifications for Sand Filters underdrain piping concrete (pre-cast) non-rebar steel concrete (cast-in-place) ASTM A-36 F 758, Type PS 28 of AASHTO-M-278 leaf compost underdrain gravel impermeable liner (if required) geotextile fabric (if required) Material sand peat AASHTO-M-43 SEE ABOVE NOTE 38" perf. @ 6" on center, 4 holes per row; minumum of 3" of gravel oaver pipes; not necessary underneath pipes structural steel to be hot-dipped galvanized ASTM-A-123 on-site testing of poured-in-place concrete required: 28 days strength and slump test; all concrete design (cast-in-place or precast) not using previously approved State or local standards requires design drawings sealed and approved by a professional structural engineer licensed in the State of Maryland 4" - 6" rigid schedule 40 PVC or SDR35 n/a n/a n/a The material must be reed-sedge hemic peat, shredded, uncompacted, uniform, and clean Liner to be ultraviolet resistant. A geotextile fabric should be used to protect the liner from puncture. Sand substitution such as Diabase and Graystone #10 are not acceptable. No calcium carbonated or dolomitic sand substitutions are acceptable. No "rock dust" can be used for sand. Must maintain 125 gpm per sq. ft. flow rate. Note: a 4" pea gravel layer may be substituted for geotextiles meant to "separate" sand filter layers. 0.375" to 0.75" 0.08" thick equivalent opening size of #80 sieve 30 mil thickness n/a 0.02" to 0.04" Size n/a Notes 0.5'MIN.LINER, AS SPECIFIED CUT-OFF TRENCH WHERE APPLICABLE SEE SHT. C-403 FOR DIMENSIONS & SPECIFICATIONS EXISTING GROUND 3: 1 SEE PLAN 2-3" MULCH LAYER F.G. ELEV. 6" PERFORATED PIPE IN 10" MIN. GRAVEL (AASHTO M43)'P'C.O.3:14' MIN. WHERE APPLICABLE 3:1 (MAX)3" PEA GRAVEL OR EQUIVALENT 6" PVC NON-PERF. SEE STORM DRAIN PROFILES PROP. INLET (TYP.) SEE SCHD. INCREASE DEPTH OF STONE FOR UNDERDRAIN SLOPE, AS APPLICABLE MAINTAIN MINIMUM OF 3" STONE OVER UNDERDRAIN 6" PERFORATED PIPE BIORETENTION 2.0' PLANTING SOIL 1.5'W x 2'D GRAVEL DIAPHRAGM (SEE PLAN) AASHTO # 3 WRAP WITH "MSHA CLASS SE" GEOTEXTILE DEPRESS CURB (SEE PLAN) NOTE: BERM IS TO BE CONSTRUCTED PER MD378 WITH REGARD TO MATERIALS, PLACEMENT & COMPACTION LINER, AS SPECIFIED CUT-OFF TRENCH WHERE APPLICABLE SEE SHT. C-403 FOR DIMENSIONS & SPECIFICATIONS EXISTING GROUND 3: 1 SEE PLAN 3" TOPSOIL LAYER F.G. ELEV. 6" PERFORATED PIPE IN 10" MIN. GRAVEL (AASHTO M43)'P'C.O.3:14' MIN. WHERE APPLICABLE 3:1 (MAX)3" PEA GRAVEL OR EQUIVALENT 6" PVC NON-PERF. INCREASE DEPTH OF STONE FOR UNDERDRAIN SLOPE, AS APPLICABLE MAINTAIN MINIMUM OF 3" STONE OVER UNDERDRAIN 6" PERFORATED PIPE SAND FILTER 2.0' SAND NOTE: BERM IS TO BE CONSTRUCTED PER MD378 WITH REGARD TO MATERIALS, PLACEMENT & COMPACTION NOTES: ALL EXPOSED REBAR IS THE HAVE AN EPOXY COAT. TRASH RACK - SLANTED FABRICATE 6"x6" GRID USING #4 REBAR. TRASH RACK TO BE BOLTED TO THE CENTER OF THE OUTLET STRUCTURE WALL. 3 C-308 2 C-308 1 C-308 MARYLAND STORMWATER DESIGN MANUAL B.4.D Specifications for Micro-Bioretention, Rain Gardens, Landscape Infiltration & Infiltration Berms 1.Material Specifications The allowable materials to be used in these practices are detailed in Table B.4.1. 2.Planting Soil The soil shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the micro-bioretention practice that may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations. The planting soil shall be free of Bermuda grass, Quackgrass, Johnson grass, or other noxious weeds as specified under COMAR 15.08.01.05. The planting soil shall be tested and shall meet the following criteria: ·Soil Component - Loamy Sand or Sandy Loam (USDA Soil Textural Classification) ·Organic Content - Minimum 10% by dry weight (ASTM D 2974). In general, this can be met with a mixture of loamy sand (60% - 65%) and compost (35% - 40%) or sandy loam (30%), coarse sand (30%), and compost (40%). ·Clay content - Media shall have a clay content of less than 5%. ·pH range - Should be between 5.5 - 7.0. Amendments (e.g., lime, iron sulfate plus sulfur may be mixed into the soil to increase or decrease pH. There shall be at least one soil test per project. Each test shall consist of both the standard soil test for pH, and additional tests of organic matter, and soluble salts. A textural analysis is required from the site stockpiled topsoil. If topsoil is imported, then a texture analysis shall be performed for each location where the topsoil was excavated. 3.Compaction It is very important to minimize compaction of both the base of the bioretention practices and the required backfill. When possible, use excavation hoes to remove original soil. If practices are excavated using a loader, the contractor should use wide track or marsh track equipment, or light equipment with turf type tires. Use of equipment with narrow tracks or narrow tires, rubber tires with large lugs, or high pressure tires will cause excessive compaction resulting in reduced infiltration rates and is not acceptable. Compaction will significantly contribute to design failure. Compaction can be alleviated at the base of the bioretention facility by using a primary tilling operation such as a chisel plow, ripper, or subsoiler. These tilling operations are to refracture the soil profile through the 12 inch compaction zone. Substitute methods must be approved by the engineer. Rototillers typically do not till deep enough to reduce the effects of compaction from heavy equipment. Rototill 2 to 3 inches of sand into the base of the bioretention facility before backfilling the optional sand layer. Pump any ponded water before preparing (rototilling) base. When backfilling the topsoil over the sand layer, first place 3 to 4 inches of topsoil over the sand, then rototill the sand/topsoil to create a gradation zone. Backfill the remainder of the topsoil to final grade. When backfilling the bioretention facility, place soil in lifts 12" to 18". Do not use heavy equipment within the bioretention basin. Heavy equipment can be used around the perimeter of the basin to supply soils and sand. Grade bioretention materials with light equipment such as a compact loader or a dozer/loader with marsh tracks. 4.Plant Material Recommended plant material for micro-bioretention practices can be found in Appendix A, Section A.2.3. 5.Plant Installation Compost is a better organic material source, is less likely to float, and should be placed in the invert and other low areas. Mulch should be placed in surrounding to a uniform thickness of 2" to 3". Shredded or chipped hardwood mulch is the only accepted mulch. Pine mulch and wood chips will float and move to the perimeter of the bioretention area during a storm event and are not acceptable. Shredded mulch must be well aged (6 to 12 months) for acceptance. Rootstock of the plant material shall be kept moist during transport and on-site storage. The plant root ball should be planted so 1/8th of the ball is above final grade surface. The diameter of the planting pit shall be at least six inches larger than the diameter of the planting ball. Set and maintain the plant straight during the entire planting process. Thoroughly water ground bed cover after installation. Trees shall be braced using 2" by 2" stakes only as necessary and for the first growing season only. Stakes are to be equally spaced on the outside of the tree ball. Grasses and legume seed should be drilled into the soil to a depth of at least one inch. Grass and legume plugs shall be planted following the non-grass ground cover planting specifications. The topsoil specifications provide enough organic material to adequately supply nutrients from natural cycling. The primary function of the bioretention structure is to improve water quality. Adding fertilizers defeats, or at a minimum, impedes this goal. Only add fertilizer if wood chips or mulch are used to amend the soil. Rototill urea fertilizer at a rate of 2 pounds per 1000 square feet. 6.Under drains Underdrains should meet the following criteria: ·Pipe - Should be 4" to 6" diameter, slotted or perforated rigid plastic pipe (F 758, Type PS 28, or AASHTO-M-278) in a gravel layer. The preferred material is slotted, 4" rigid schedule 40 PVC or SDR35 pipe. ·Perforations - If perforated pipe is used, perforations should be 38" diameter located 6" on center with a minimum of four holes per row. Pipe shall be wrapped with 14" (No. 4 or 4x4) galvanized hardware cloth. ·Gravel - The gravel layer (No. 57 stone preferred) shall be at least 3" thick above and below the underdrain. ·The main collector pipe shall be at a minimum 0.5% slope. ·A rigid, non-perforated observation well must be provided (one per every 1,000 square feet) to provide a clean-out port and monitor performance of the filter. ·A 4" layer of pea gravel (1 8" to 3 8" stone) shall be located between the filter media and underdrain to prevent migration o fines into the underdrain. This layer may be considered part of the filter bed when bed thickness exceeds 24". 7.Miscellaneous These practices may not be constructed until all contributing drainage area has been stabilized. Pond MD-378 NRCS - MARYLAND JANUARY 2000 CONSTRUCTION SPECIFICATIONS These specifications are appropriate to all ponds within the scope of the Standard for practice MD-378. All references to ASTM and AASHTO specifications apply to the most recent version. Site Preparation Areas designated for borrow areas, embankment, and structural works shall be cleared, grubbed and stripped of topsoil. All trees, vegetation, roots and other objectionable material shall be removed. Channel banks and sharp breaks shall be sloped to no steeper than 1:1. All trees shall be cleared and grubbed within 15 feet of the toe of the em-bankment. Areas to be covered by the reservoir will be cleared of all trees, brush, logs, fences, rubbish and other objectionable material unless otherwise designated on the plans. Trees, brush, and stumps shall be cut approximately level with the ground surface. For dry stormwater management ponds, a minimum of a 25-foot radius around the inlet structure shall be cleared. All cleared and grubbed material shall be disposed of outside and below the limits of the dam and reservoir as directed by the owner or his representative. When specified, a sufficient quantity of topsoil will be stockpiled in a suitable location for use on the embankment and other designated areas. Earth Fill Material - The fill material shall be taken from approved designated borrow areas. It shall be free of roots, stumps, wood, rubbish, stones greater than 6", frozen or other objectionable materials. Fill material for the center of the embankment, and cut off trench shall conform to Unified Soil Classification GC, SC, CH, or CL and must have at least 30% passing the #200 sieve. Consideration may be given to the use of other materials in the embankment if designed by a geotechnical engineer. Such special designs must have construction supervised by a geotechnical engineer. Materials used in the outer shell of the embankment must have the capability to support vegetation of the quality required to prevent erosion of the embankment. Placement - Areas on which fill is to be placed shall be scarified prior to placement of fill. Fill materials shall be placed in maximum 8 inch thick (before compaction) layers which are to be continuous over the entire length of the fill. The most permeable borrow material shall be placed in the downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the embankment. Compaction - The movement of the hauling and spreading equipment over the fill shall be controlled so that the entire surface of each lift shall be traversed by not less than one tread track of heavy equipment or compaction shall be achieved by a minimum of four complete passes of a sheepsfoot, rubber tired or vibratory roller. Fill material shall contain sufficient moisture such that the required degree of compaction will be obtained with the equipment used. The fill material shall contain sufficient moisture so that if formed into a ball it will not crumble, yet not be so wet that water can be squeezed out. The minimum required density shall not be less than 95% of maximum dry density with a moisture content within ±2% of the optimum. Each layer of fill shall be compacted as necessary to obtain that density, and is to be certified by the Engineer at the time of construction. All compaction is to be determined by AASHTO Method T-99 (Standard Proctor). Cut Off Trench - The cutoff trench shall be excavated into impervious material along or parallel to the centerline of the embankment as shown on the plans. The bottom width of the trench shall be governed by the equipment used for excavation, with the minimum width being four feet. The depth shall be at least four feet below existing grade or as shown on the plans. The side slopes of the trench shall be 1 to 1 or flatter. The backfill shall be compacted with construction equipment, rollers, or hand tampers to assure maximum density and minimum permeability. Embankment Core - The core shall be parallel to the centerline of the embankment as shown on the plans. The top width of the core shall be a minimum of four feet. The height shall extend up to at least the 10 year water elevation or as shown on the plans. The side slopes shall be 1 to 1 or flatter. The core shall be compacted with construction equipment, rollers, or hand tampers to assure maximum density and minimum permeability. In addition, the core shall be placed concurrently with the outer shell of the embankment. Structure Backfill Backfill adjacent to pipes or structures shall be of the type and quality conforming to that specified for the adjoining fill material. The fill shall be placed in horizontal layers not to exceed four inches in thickness and compacted by hand tampers or other manually directed compaction equipment. The material needs to fill completely all spaces under and adjacent to the pipe. At no time during the backfilling operation shall driven equipment be allowed to operate closer than four feet, measured horizontally, to any part of a structure. Under no circumstances shall equipment be driven over any part of a concrete structure or pipe, unless there is a compacted fill of 24" or greater over the structure or pipe. Structure backfill may be flowable fill meeting the requirements of Maryland Department of Transportation, State Highway Administration Standard Specifications for Construction and Materials, Section 313 as modified. The mixture shall have a 100-200 psi; 28 day unconfined compressive strength. The flowable fill shall have a minimum pH of 4.0 and a minimum resistivity of 2,000 ohm-cm. Material shall be placed such that a minimum of 6" (measured perpendicular to the outside of the pipe) of flowable fill shall be under (bedding), over and, on the sides of the pipe. It only needs to extend up to the spring line for rigid conduits. Average slump of the fill shall be 7" to assure flowability of the material. Adequate measures shall be taken (sand bags, etc.) to prevent floating the pipe. When using flowable fill, all metal pipe shall be bituminous coated. Any adjoining soil fill shall be placed in horizontal layers not to exceed four inches in thickness and compacted by hand tampers or other manually directed compaction equipment. The material shall completely fill all voids adjacent to the flowable fill zone. At no time during the backfilling operation shall driven equipment be allowed to operate closer than four feet, measured horizontally, to any part of a structure. Under no circumstances shall equipment be driven over any part of a structure or pipe unless there is a compacted fill of 24" or greater over the structure or pipe. Backfill material outside the structural backfill (flowable fill) zone shall be of the type and quality conforming to that specified for the core of the embankment or other embankment materials. Pipe Conduits All pipes shall be circular in cross section. Corrugated Metal Pipe - All of the following criteria shall apply for corrugated metal pipe: 1. Materials - (Polymer Coated steel pipe) - Steel pipes with polymeric coatings shall have a minimum coating thickness of 0.01 inch (10 mil) on both sides of the pipe. This pipe and its appurtenances shall conform to the requirements of AASHTO Specifications M-245 & M-246 with watertight coupling bands or flanges. Materials - (Aluminum Coated Steel Pipe) - This pipe and its appurtenances shall conform to the requirements of AASHTO Specification M-274 with watertight coupling bands or flanges. Aluminum Coated Steel Pipe, when used with flowable fill or when soil and/or water conditions warrant the need for increased durability, shall be fully bituminous coated per requirements of AASHTO Specification M-190 Type A. Any aluminum coating damaged or otherwise removed shall be replaced with cold applied bituminous coating compound. Aluminum surfaces that are to be in contact with concrete shall be painted with one coat of zinc chromate primer or two coats of asphalt. Materials - (Aluminum Pipe) - This pipe and its appurtenances shall conform to the requirements of AASHTO Specification M-196 or M-211 with watertight coupling bands or flanges. Aluminum Pipe, when used with flowable fill or when soil and/or water conditions warrant for increased durability, shall be fully bituminous coated per requirements of ASHTO Specification M-190 Type A. Aluminum surfaces that are to be in contact with concrete shall be painted with one coat of zinc chromate primer or two coats of asphalt. Hot dip galvanized bolts may be used for connections. The pH of the surrounding soils shall be between 4 and 9. 2. Coupling bands, anti-seep collars, end sections, etc., must be composed of the same material and coatings as the pipe. Metals must be insulated from dissimilar materials with use of rubber or plastic insulating materials at least 24 mils in thickness. 3. Connections - All connections with pipes must be completely watertight. The drain pipe or barrel connection to the riser shall be welded all around when the pipe and riser are metal. Anti-seep collars shall be connected to the pipe in such a manner as to be completely watertight. Dimple bands are not considered to be watertight. All connections shall use a rubber or neoprene gasket when joining pipe sections. The end of each pipe shall be re-rolled an adequate number of corrugations to accommodate the bandwidth. The following type connections are acceptable for pipes less than 24 inches in diameter: flanges on both ends of the pipe with a circular 3/8 inch closed cell neoprene gasket, pre-punched to the flange bolt circle, sandwiched between adjacent flanges; a 12-inch wide standard lap type band with 12-inch wide by 3/8-inch thick closed cell circular neoprene gasket; and a 12-inch wide hugger type band with o-ring gaskets having a minimum diameter of 1/2 inch greater than the corrugation depth. Pipes 24 inches in diameter and larger shall be connected by a 24 inch long annular corrugated band using a minimum of 4 (four) rods and lugs, 2 on each connecting pipe end. A 24-inch wide by 3/8-inch thick closed cell circular neoprene gasket will be installed with 12 inches on the end of each pipe. Flanged joints with 3/8 inch closed cell gaskets the full width of the flange is also acceptable. Helically corrugated pipe shall have either continuously welded seams or have lock seams with internal caulking or a neoprene bead. 4. Bedding - The pipe shall be firmly and uniformly bedded throughout its entire length. Where rock or soft, spongy or other unstable soil is encountered, all such material shall be removed and replaced with suitable earth compacted to provide adequate support. 5. Backfilling shall conform to "Structure Backfill". 6. Other details (anti-seep collars, valves, etc.) shall be as shown on the drawings. Reinforced Concrete Pipe - All of the following criteria shall apply for reinforced concrete pipe: 1. Materials - Reinforced concrete pipe shall have bell and spigot joints with rubber gaskets and shall equal or exceed ASTM C-361. 2. Bedding - Reinforced concrete pipe conduits shall be laid in a concrete bedding / cradle for their entire length. This bedding / cradle shall consist of high slump concrete placed under the pipe and up the sides of the pipe at least 50% of its outside diameter with a minimum thickness of 6 inches. Where a concrete cradle is not needed for structural reasons, flowable fill may be used as described in the "Structure Backfill" section of this standard. Gravel bedding is not permitted. 3. Laying pipe - Bell and spigot pipe shall be placed with the bell end upstream. Joints shall be made in accordance with recommendations of the manufacturer of the material. After the joints are sealed for the entire line, the bedding shall be placed so that all spaces under the pipe are filled. Care shall be exercised to prevent any deviation from the original line and grade of the pipe. The first joint must be located within 4 feet from the riser. 4. Backfilling shall conform to "Structure Backfill". 5. Other details (anti-seep collars, valves, etc.) shall be as shown on the drawings. Plastic Pipe - The following criteria shall apply for plastic pipe: 1. Materials - PVC pipe shall be PVC-1120 or PVC-1220 conforming to ASTM D-1785 or ASTM D-2241. Corrugated High Density Polyethylene (HDPE) pipe, couplings and fittings shall conform to the following: 4" - 10" inch pipe shall meet the requirements of AASHTO M252 Type S, and 12" through 24" inch shall meet the requirements of AASHTO M294 Type S. 2. Joints and connections to anti-seep collars shall be completely watertight. 3. Bedding -The pipe shall be firmly and uniformly bedded throughout its entire length. Where rock or soft, spongy or other unstable soil is encountered, all such material shall be removed and replaced with suitable earth compacted to provide adequate support. 4. Backfilling shall conform to "Structure Backfill". 5. Other details (anti-seep collars, valves, etc.) shall be as shown on the drawings. Drainage Diaphragms - When a drainage diaphragm is used, a registered professional engineer will supervise the design and construction inspection. Concrete Concrete shall meet the requirements of Maryland Department of Transportation, State Highway Administration Standard Specifications for Construction and Materials, Section 414, Mix No. 3. Rock Riprap Rock riprap shall meet the requirements of Maryland Department of Transportation, State Highway Administration Standard Specifications for Construction and Materials, Section 311. Geotextile shall be placed under all riprap and shall meet the requirements of Maryland Department of Transportation, State Highway Administration Standard Specifications for Construction and Materials, Section 921.09, Class C. Care of Water during Construction All work on permanent structures shall be carried out in areas free from water. The Contractor shall construct and maintain all temporary dikes, levees, cofferdams, drainage channels, and stream diversions necessary to protect the areas to be occupied by the permanent works. The contractor shall also furnish, install, operate, and maintain all necessary pumping and other equipment required for removal of water from various parts of the work and for maintaining the excavations, foundation, and other parts of the work free from water as required or directed by the engineer for constructing each part of the work. After having served their purpose, all temporary protective works shall be removed or leveled and graded to the extent required to prevent obstruction in any degree whatsoever of the flow of water to the spillway or outlet works and so as not to interfere in any way with the operation or maintenance of the structure. Stream diversions shall be maintained until the full flow can be passed through the permanent works. The removal of water from the required excavation and the foundation shall be accomplished in a manner and to the extent that will maintain stability of the excavated slopes and bottom required excavations and will allow satisfactory performance of all construction operations. During the placing and compacting of material in required excavations, the water level at the locations being refilled shall be maintained below the bottom of the excavation at such locations which may require draining the water sumps from which the water shall be pumped. Stabilization All borrow areas shall be graded to provide proper drainage and left in a sightly condition. All exposed surfaces of the embankment, spillway, spoil and borrow areas, and berms shall be stabilized by seeding, liming, fertilizing and mulching in accordance with the Natural Resources Conservation Service Standards and Specifications for Critical Area Planting (MD-342) or as shown on the accompanying drawings. Erosion and Sediment Control Construction operations will be carried out in such a manner that erosion will be controlled and water and air pollution minimized. State and local laws concerning pollution abatement will be followed. Construction plans shall detail erosion and sediment control measures. LINER ANCHOR TRENCH 12" SUBSOIL 12" PLANTING SOIL (TOPSOIL) FINISH GRADE 30 mil (MIN.) PVC LINER PREPARED SUBGRADE LINER ANCHOR TRENCH (PER MANUFACTURER INSTALLATION SPECIFICATIONS) TOP OF LINER ELEVATION 5 C-308 LINER ATTACHMENT CONTRACTOR TO APPLY SILICONE GLUE BETWEEN INLET WALL AND 30 mil LINER. PLAN VIEW 1" x 4" COMPOSITE BOARD 30 mil (MIN.) PVC LINER (CONTRACTOR TO WRAP LINER AROUND 1" x 4" COMPOSITE BOARD) 4 - 112" CONCRETE NAILS SWM INLET C-308 4 3 C-308 TRASH RACK 3 C-308 TRASH RACK P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 32-40 SWMPLANDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN SWM PLAN C-309 40 XX SP-23-____ Maryland 43404 03-14-2025 2023NOTICE OF REQUIRED STORMWATER MANAGEMENT INSPECTIONS RETENTION, EXTENDED DETENTION OR DETENTION PONDS The following inspections are required to be performed by the Qualified Professional for the construction of any Wetland System. Additional inspections may be needed based on professional engineering judgment. Each inspection is required at the start of each stage. Inspection Item BMP 1.6 BMP 3.8 BMP 7.6 SITE PREPARATION AND EXCAVATION – Prior to excavation, verify sediment and erosion control features are in place to prevent sediment inflow. Verify all flagging required in the area for sensitive area protection. Verify grading is accurately staked-out and re-staked as needed. Verify objectionable material removed from immediate area. CERTIFYING ENGINEER DATE DATE CUT-OFF (CORE) TRENCH EXCAVATION – Verify location at centerline of embankment. Verify length, depth, width, side slopes. Verify sub grade is dry and stable. Verify area beneath embankment has been stripped of all vegetation, topsoil and organic matter. CERTIFYING ENGINEER DATE DATE CORE TRENCH BACKFILL – Verify material free of large stones, roots, etc., Verify layers placed in 8 inch lifts continuous for entire trench length. Verify compaction of each lift. Geotechnical engineer to test compaction and moisture content. CERTIFYING ENGINEER DATE DATE PRINCIPAL SPILLWAY CONSTRUCTION AND BACKFILLING – Verify principal spillway pipe placed prior to construction of embankment. Verify spillway material, size, type. Metal pipes 54 inches or greater require flowable fill for backfill and bituminous coating. Verify soil compaction under and adjacent to pipe. Verify cradle and anti seep collar bottom installed as monolithic pour. Verify anti-seep collar location and size. Verify water tight connectors on pipes. CERTIFYING ENGINEER DATE DATE SPILLWAY WEIR – Verify footing excavated on stable subgrade. Verify dimensions and elevations. CERTIFYING ENGINEER DATE DATE EMANKMENT CONSTRUCTION – Verify embankment material, compaction, moisture content and elevations. Verify installation of impervious core. Verify embankment side slopes. Verify top width of embankment. Verify emergency spillway constructed in natural ground. Verify no equipment is driven within 4 feet of principal spillway structure. CERTIFYING ENGINEER DATE DATE POND EXCAVATION – Verify pond bottom topography. Verify pond side slopes and bench widths and locations. Verify maintenance access location, width and slope. CERTIFYING ENGINEER DATE DATE SPILLWAY OUTFALL PROTECTION – Verify outfall protection channel excavated to design cross section. Verify stone size. CERTIFYING ENGINEER DATE DATE STABILIZATION AND LANDSCAPING - Verify site top soiled, seeded and mulched. Verify embankment top soiled and seeded. Verify location, size, type and number of planted landscape material. Verify installation location, size, material type of fencing or other safety barriers. CERTIFYING ENGINEER DATE DATE The Qualified Professional may request the presence of a County Construction Standards Inspector at least 24 hours in advance by calling 240-313-2400. NOTICE OF REQUIRED STORMWATER MANAGEMENT INSPECTIONS SAND FILTERS, BIORETENTION AND RAIN GARDEN FACILITIES The following inspections are required to be performed by the Qualified Professional for the construction of any Sand Filter, Bioretention or Rain Garden Facility. Additional inspections may be needed based on professional engineering judgment. Each inspection is required at the start of each stage. Inspection Item BMP 1.3 BMP 1.4 BMP 1.5 BMP 1.6 BMP 3.2 BMP 3.3 BMP 3.4 BMP 7.3 BMP 7.5 EXCAVATION OF FACILITY - Prior to excavation, verify sediment and erosion control features are in place to prevent sediment inflow. Verify all flagging required in the area for sensitive area protection. Verify grading is accurately staked-out and re-staked as needed. Facility dimensions shall be verified and soils checked for infiltration. Verify contributing area is permanently stabilized. Verify that water is not present. Ensure roughening of side walls if sheared and sealed by heavy equipment. Verify that compaction of facility base is minimized. CERTIFYING ENGINEER DATE DATE PLACEMENT OF FILTER CLOTH (Trenches) - Ensure filter fabric is overlapping six (6) inches between strips of cloth. Ensure tree roots or other obstacles are removed from facility walls or sides and base to prevent tearing. Verify that uphill fabric roll overlaps two (2) feet over downhill roll. CERTIFYING ENGINEER DATE DATE PLACEMENT OF UNDERDRAINS AND OBSERVATION WELLS - Location, size and material of under drain and observation wells shall be verified prior to stone placement. Verify pipe ends capped. Verify 3” gravel cover CERTIFYING ENGINEER DATE DATE PLACEMENT OF FILTERING MEDIA - Verify bottom layer material and thickness. Verify sand and/or filter media layer material and thickness. Verify filter fabric or pea gravel used between sand layers. Verify top filter media layer. CERTIFYING ENGINEER DATE DATE PLACEMENT OF SAND FILTER LAYER OR GRAVEL DIAPHRAGM - Verify depth and width of sand and/or diaphragm layer. Verify fill material. CERTIFYING ENGINEER DATE DATE STABILIZATION AND LANDSCAPING - Verify site top soiled, seeded and mulched. Verify embankment top soiled and seeded. Verify location, size, type and number of planted landscape material. Verify no more than 1/8 inch root ball exposed. Verify planting stock kept moist during on-site storage. Verify installation location, size, material type of fencing or other safety barriers. CERTIFYING ENGINEER DATE DATE The Qualified Professional may request the presence of a County Construction Standards Inspector at least 24 hours in advance by calling 240-313-2400. INSPECTION ITEM Maintenance Access General Pretreatment Grass filter strip or sand layer Optional sand layer Gravel diaphragm Mulch layer Filter Bed Dewatering Sediment Mulch layer Vegetation Plant composition and health Vegetative cover/erosion Outlets Underdrain system Overflow spillway Conveyance Systems General Flow diversion Trash and Debris Structural Components INSPECTION REQUIREMENTS Check for accessibility to facility; excessive vegetation; surface stability Check for sediment accumulation Check sand for staining and sediment accumulation Check for sediment accumulation and evidence of erosion Check for a 2-3 inch mulch layer Check for dewatering within 48 hours of rainfall; noticeable odors; water stains on the filter surface or at the outlet; presence of algae or aquatic vegetation Check for sediment accumulation Check for adequate cover; sediment accumulation; discoloration Check for plant composition according to approved plans; invasive species, weeds, and dead or dying vegetation Check for erosion, runoff channelizing, or bare spots Check outlet end to ensure that discharge is not obstructed; check for erosion Check for displacement of rip-rap, stable conveyance, and erosion below the outlet Check for erosion, flow blockages or bypass, and stable conveyance Check flow splitter for proper functioning Check for trash and debris accumulation Check for structural deterioration, spalling or cracking REMEDIAL ACTION Repair erosion and maintain access surface in good condition Remove sediment as needed If contaminated, replace first three inches of sand layer Remove sediment and replace gravel as needed Remove mulch and replace as needed Remove mulch and the top 3-6 inches of soil/sediment and replace with suitable materials per plan specifications; follow up inspections shall confirm adequate dewatering; contact the plan approval authority if the facility does not function as intended Remove sediment as needed Remove and replace mulch and excess sediment as needed Remove and replace plants as necessary Repair/grade and stabilize as needed Remove any flow obstructions; grade and stabilize any eroded areas to provide stable conveyance Repair and replace as needed Repair/replace and stabilize as needed Repair as necessary Trash and debris shall be disposed of in an acceptable manner Repair according to specifications on the approved plans OPERATION AND MAINTENANCE PLAN BIORETENTION Field conditions may require a modification to the original approval in order to achieve the intended design function. The plan approval authority should be contacted for review and approval of all proposed modifications. Inspection and maintenance should occur after any major rain event (e.g., meeting or exceeding the design rainfall depth for the facility). INSPECTION ITEM Maintenance Access General Filter Bed Dewatering Observation Wells Sediment Vegetative Surfaces Vegetative cover/erosion Mowing Conveyance General Flow Diversion Sediment chamber/forebay Outlets Underdrain system Overflow spillway Trash and Debris Structural Components Conveyance Systems Open Channels Endwalls/Headwalls Forebays/stilling basins Overall Function INSPECTION REQUIREMENTS Direct access needs to be provided to the pretreatment area and filter bed; check for excessive vegetation and surface stability Check for dewatering within 48 hours of rainfall; noticeable odors; water stains on the filter surface or at the outlet; presence of algae or aquatic vegetation Check for presence of water Check for sediment accumulation on the filter bed Check for erosion, runoff channelizing, or bare spots Grass on the filter shall be maintained in good condition and be less than 12 inches in height Check for erosion, flow blockages or bypass, and stable conveyance Check flow splitter for proper functioning Check for sediment accumulation Check outlet end to ensure that discharge is not obstructed; check for erosion Check for erosion, rills or gullying Check for trash and debris accumulation Check for structural deterioration, spalling or cracking Check for erosion, blockages, and stable conveyance Check for erosion, cracks, and seepage; displacement of rip-rap; stability Check for sediment accumulation Check aesthetics; unpleasant odors; condition of fences; and controlled access (e.g. locks) REMEDIAL ACTION Repair erosion and maintain access surface in good condition Remove and replace the top 3 inches of filter media with suitable material per plan specifications; follow up inspections shall confirm adequate dewatering; contact the plan approval authority if the facility does not function as intended Remove and replace filter media as needed Remove sediment as needed Repair/grade and stabilize as needed Mow during the growing season to maintain the required height Repair/replace and stabilize as needed Repair as necessary Remove sediment at one-half of the design depth; restore to approved plan design Remove any flow obstructions; grade and stabilize any eroded areas to provide stable conveyance Grade and stabilize all eroded areas to provide stable conveyance Trash and debris shall be disposed of in an acceptable manner Repair according to specifications on the approved plans Stabilize as needed Repair/stabilize as needed Remove sediment at one-half of the design depth; restore to approved plan design Contact the plan approval authority for concerns regarding pond function and performance OPERATION AND MAINTENANCE PLAN SURFACE SAND FILTER & ORGANIC FILTER Field conditions may require a modification to the original approval in order to achieve the intended design function. The plan approval authority should be contacted for review and approval of all proposed modifications. Inspection and maintenance should occur after any major rain event (e.g., meeting or exceeding the design rainfall depth for the facility). BIO-RETENTION MAINTENANCE NOTES: 1.BIORETENTION AREAS SHALL BE INSPECTED AT A MINIMUM, BI-ANNUALLY. 2.OWNER SHALL REMOVE SILT/SEDIMENT IF THE ACCUMULATION OF SEDIMENT EXCEEDS ONE INCH WITHIN THE BIORETENTION AREA. 3.THE TOP FEW INCHES OF FILTER MEDIA SHALL BE REMOVED AND REPLACED WHEN WATER PONDS FOR MORE THAN 48 HOURS. 4.TRASH AND DEBRIS SHALL BE REMOVED AS NECESSARY. 5.MULCH SHALL BE REPLACED ON AN ANNUAL BASIS. 6.PLANT MATERIAL SHALL BE INSPECTED YEARLY AND DEAD AND/OR DISEASED VEGETATION SHALL BE REPLACED, AS NECESSARY. WATERING MAY BE REQUIRED DURING PROLONGED DRY SPELLS. SURFACE SAND FILTER MAINTENANCE NOTES: 1.SURFACE SAND FILTERS SHALL BE INSPECTED AT A MINIMUM, BI-ANNUALLY. 2.OWNER SHALL REMOVE SILT/SEDIMENT IF THE ACCUMULATION OF SEDIMENT EXCEEDS ONE INCH WITHIN THE BMP AREA INCLUDING SEDIMENT FOREBAYS. 3.THE TOP FEW INCHES OF FILTER MEDIA SHALL BE REMOVED AND REPLACED WHEN WATER PONDS FOR MORE THAN 48 HOURS. 4.TRASH AND DEBRIS SHALL BE REMOVED AS NECESSARY. 5.PLANT MATERIAL SHALL BE INSPECTED YEARLY AND DEAD AND/OR DISEASED VEGETATION SHALL BE REPLACED, AS NECESSARY. WATERING MAY BE REQUIRED DURING PROLONGED DRY SPELLS. BIO-RETENTION SCHEDULE BMP NO.AREA (S.F.) PONDING DEPTH (FT.) FINISH GRADE ELEV.BOT. STONE ELEV.C.O.s LINER REQUIRED OUTLET RISER STRUCTURE TRASH RACK OUTLET STRUCTURE INVERT 1.1 2,000 0.75 593.50 590.25 2 YES TYPE 'S' INLET YES 590.25 1.2 2,000 0.75 593.50 590.25 2 YES TYPE 'S' INLET YES 590.25 1.5 34,800 0.50 574.00 570.75 35 YES TYPE 'S' INLET YES 570.50 3.1 1,200 0.75 607.00 603.75 2 YES YARD INLET YES 603.25 3.2 13,500 0.75 597.00 593.75 14 YES TYPE 'S' INLET YES 593.25 3.5 31,400 0.50 584.00 580.75 29 YES TRIPLE WR INLET YES 576.30 3.6 1,700 0.75 592.00 588.75 2 YES SINGLE WR INLET YES 582.75 3.7 1,700 0.75 593.00 589.75 2 YES 4' SPILLWAY NO N/A 4.1 1,400 0.75 606.75 603.50 2 YES 4' SPILLWAY NO N/A 5.1 1,200 0.75 608.50 605.25 2 YES 4' SPILLWAY NO N/A 5.2 1,200 0.75 608.50 605.25 2 YES 4' SPILLWAY NO N/A 5.3 1,700 0.75 599.00 595.75 2 YES 4' SPILLWAY NO N/A 5.4 1,320 0.75 599.50 596.25 2 YES 4' SPILLWAY NO N/A 7.1 3,370 0.50 604.50 601.25 4 YES TYPE 'S' INLET YES 600.50 7.2 2,000 0.50 594.30 591.05 2 YES TYPE 'S' INLET YES 590.80 7.3 20,700 0.75 589.00 585.75 21 YES TYPE 'S' INLET YES 585.00 7.4 6,350 0.50 601.50 598.25 7 YES TYPE 'S' INLET YES 597.50 TOTAL 84,900 SAND FILTER SCHEDULE BMP NO.AREA (S.F.) PONDING DEPTH (FT.) FINISH GRADE ELEV.BOT. STONE ELEV.C.O.s LINER REQUIRED OUTLET RISER STRUCTURE 1.3 51,900 0.55 587.35 584.10 53 YES TRIPLE WR INLET 1.4 52,200 0.50 586.00 582.75 52 YES TRIPLE WR INLET 3.3 37,250 0.75 594.70 591.45 41 YES TRIPLE WR INLET 3.4 30,100 0.75 592.00 588.75 30 YES TYPE 'S' INLET 7.5 51,900 0.75 584.50 581.25 52 YES TRIPLE WR INLET TOTAL 223,350 TP-# SURFACE TOPSOIL CLAY REFUSAL SOIL TEST PIT LOG (PROVIDED BY ECS, SEE REPORT FOR DETAILS) Test Location Surface Elevation Topsoil Termination Elevation Refusal Elevation Infiltration Test Depth (ft.) Infiltration Rate (in./hr.) Topsoil Depth (in.) 01A 608.00 607.17 599.20 N/A N/A 10.0 02A 612.00 611.08 607.00 N/A N/A 11.0 03A 604.20 603.28 593.70 N/A N/A 11.0 03B 603.50 602.17 597.20 N/A N/A 16.0 03C 601.40 600.48 598.00 N/A N/A 11.0 03D 599.20 598.03 594.90 N/A N/A 14.0 04A 592.60 591.77 587.70 N/A N/A 10.0 04B 594.80 593.80 591.05 N/A N/A 12.0 04C 594.40 593.40 587.10 N/A N/A 12.0 04D 593.50 592.50 589.80 N/A N/A 12.0 04E 589.90 588.82 580.80 N/A N/A 13.0 05A 581.70 580.37 577.30 N/A N/A 16.0 05B 585.00 583.83 583.00 N/A N/A 14.0 05C 584.80 583.63 583.05 N/A N/A 14.0 05D 581.30 579.80 576.80 N/A N/A 18.0 06A 574.90 573.48 568.15 N/A N/A 17.0 06B 578.40 577.32 572.90 N/A N/A 13.0 06C 581.50 580.50 574.50 N/A N/A 12.0 07A 571.00 568.75 564.00 N/A N/A 27.0 07B 574.10 572.10 566.60 N/A N/A 24.0 07C 571.30 569.05 560.30 N/A N/A 27.0 07D 575.00 574.00 571.70 N/A N/A 12.0 07E 573.80 572.80 566.55 N/A N/A 12.0 08A 592.40 591.48 583.00 N/A N/A 11.0 08B 589.00 588.00 580.10 N/A N/A 12.0 09A 585.20 584.03 578.90 N/A N/A 14.0 09B 583.90 582.65 578.80 N/A N/A 15.0 09C 583.80 582.88 578.80 N/A N/A 11.0 09D 580.80 579.88 578.70 N/A N/A 11.0 10A 571.00 570.08 557.00 N/A N/A 11.0 10B 573.20 572.37 562.70 N/A N/A 10.0 10C 578.40 577.32 572.80 N/A N/A 13.0 10D 577.40 576.57 573.10 N/A N/A 10.0 11A 612.90 611.90 607.30 N/A N/A 12.0 12A 587.20 586.28 579.20 N/A N/A 11.0 12B 590.00 589.00 584.70 N/A N/A 12.0 13A 587.70 586.87 582.70 N/A N/A 10.0 13B 589.60 588.43 582.60 N/A N/A 14.0 13C 589.10 587.77 587.10 N/A N/A 16.0 13D 582.60 581.27 575.70 N/A N/A 16.0 14A 579.00 578.17 574.00 N/A N/A 10.0 14B 581.10 580.52 575.70 N/A N/A 7.0 14C 580.70 579.41 579.40 N/A N/A 15.5 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 590 595 600 605 610 615 620 625 630 635 640 605.86606.52607.08607.57608.07608.56609.06609.56610.05610.55611.04611.54612.04612.53613.03613.52613.83613.82613.50612.87612.12611.37610.62609.87609.12608.38607.79607.53607.58607.95608.461.45% 0.99%PVC STA.0+50.00PVC ELEV.605.86PVI STA.1+00.00PVI ELEV.606.58PVT STA.1+50.00PVT ELEV.607.08100.00VC 507.99SD1.45%0.99% 218.67K-Val -1.50%PVC STA.7+94.25PVC ELEV.613.47PVI STA.8+94.25PVI ELEV.614.46PVT STA.9+94.25PVT ELEV.612.96200.00VC 183.36SD0.99%-1.50% CREST STA.8+73.88 CREST ELEV.613.86 80.26K-Val PVC STA.12+98.35PVC ELEV.608.40PVI STA.13+98.35PVI ELEV.606.90PVT STA.14+98.35PVT ELEV.607.93200.00VC 580.88SD-1.50%1.03% SAG STA.14+16.91 SAG ELEV.607.51 79.06K-Val MAIN ENTRANCE DRIVE SCALE: 1" = 50' HORIZ.; 1" = 5' VERT. 15" SD 15" SD 8+74AIR VACUUM/RELASE VALVE15+11.53"x3"x2" WYEEXISTING GROUND PROPOSED GRADE 0+24.1 = 4+06.8 (SSPROFILE) 45° BEND0+29.145° BEND15+21.52" CHECK VALVE &2" G.V.3" DR 11 PE SSFM 12" PVC (C900) WATE R L I N E 12" PVC (C900) WAT E R L I N E 3" DR 11 PE S S F M STA. 15+10.012"x12"x12" TEEW/REACT. BACK.& 12" G.V.15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 590 595 600 605 610 615 620 625 630 635 640 608.46608.98609.49610.01610.52611.04611.55612.07612.58613.10613.61614.13614.64615.11615.35615.32615.04614.50613.71612.66611.35609.84608.30606.76605.22603.68602.14600.60599.071.03% -3.08%PVC STA.21+70.08PVC ELEV.614.85PVI STA.23+70.08PVI ELEV.616.91PVT STA.25+70.08PVT ELEV.610.76400.00VC 201.98SD1.03%-3.08% CREST STA.22+70.41 CREST ELEV.615.37 97.39K-Val MAIN ENTRANCE DRIVE SCALE: 1" = 50' HORIZ.; 1" = 5' VERT. 21" SD 15+21.52" CHECK VALVE &2" G.V.22+32AIR VACUUM/RELASE VALVE4'22+25.345° BEND12" PVC (C900) WATE R L I N E 2" PVC (SDR 21 ) S S F M & 12" G.V.STA. 21+99.045° BENDW/REACT. BACK.P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-401 41 XX SP-23-____ Maryland 43404 03-14-2025 2023SEE BELOW FOR CONTINUATIONSEE ABOVE FOR CONTINUATION 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.I-1 TYPE 'S' INLETT.G. = 604.55INV. OUT = 601.55I-2 TYPE 'S' INLETT.G. = 604.55INV. IN = 601.15INV. OUT = 601.0578.0 L.F. 15" HDPE @ 0.51% 77.5 L.F. 18" HDPE @ 0.52%78.5 L.F. 18" HDPE @ 0.51% 78.5 L.F. 24" HDPE @ 0.51% 120.4 L.F. 24" HDPE @ 0.50%I-3 TYPE 'S' INLETT.G. = 604.55INV. IN = 600.65INV. OUT = 600.55I-4 TYPE 'S' INLETT.G. = 604.55INV. IN = 600.15INV. OUT = 600.05I-5 TYPE 'S' INLETT.G. = 604.55INV. IN = 599.65INV. OUT = 599.55I-6 TYPE 'S' INLETT.G. = 605.35INV. IN = 598.95INV. OUT = 598.85J-1 4' MHT.R. = 602.55INV. IN = 598.35 (15")INV. IN = 598.35INV. OUT = 598.2585.2 L.F. 24" HDPE @ 0.59%J-2 4' MHT.R. = 607.20INV. IN = 603.00 (15")INV. IN = 597.75INV. OUT = 597.6593.7 L.F. 24" HDPE @ 0.53% EXISTING GROUND PROPOSED GRADEE-1 STD. END SECTINV. OUT = 597.00104.0 L.F. 24" HDPE @ 0.62% ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICK. = 19" Q10 = 15.1 C.F.S. V10 = 6.8 F.P.S. 10 YR HGL 0+00 0+50 590 595 600 605 610 615 620 590 595 600 605 610 615 620 J-2 4' MHT.R. = 607.20INV. IN = 603.00 (15")INV. IN = 597.75INV. OUT = 597.65I-7 TYPE 'S' INLETT.G. = 607.95INV. OUT = 604.4554.5 L.F. 15" HDPE @ 2.66% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL 0+00 0+50 1+00 590 595 600 605 610 615 620 590 595 600 605 610 615 620 J-1 4' MHT.R. = 602.55INV. IN = 598.35 (15")INV. IN = 598.35INV. OUT = 598.25OS 3.1 YARD INLETT.G. = 607.75INV. IN = 603.75 (6")INV. OUT = 603.2587.4 L. F. 1 5 " H D P E @ 5. 6 1 % PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 590 595 600 605 610 615 590 595 600 605 610 615 E-3 STD. END SECTINV. OUT = 597.00I-11 TYPE 'S' INLETT.G. = 604.75INV. IN = 600.10INV. OUT = 600.00I-10 TYPE 'S' INLETT.G. = 604.75INV. OUT = 601.2530.8 L.F. 15" HDPE @ 3.73% 35.4 L.F. 15" HDPE @ 8.47% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 1.1 C.F.S. V10 = 8.6 F.P.S. HGL 0+00 0+50 1+00 1+50 590 595 600 605 610 615 590 595 600 605 610 615 I-9 TYPE 'S' INLETT.G. = 605.80INV. IN = 601.90INV. OUT = 601.80I-8 TYPE 'S' INLETT.G. = 605.80INV. OUT = 602.3030.8 L.F. 15" HDPE @ 1.30%E-2 STD. END SECTINV. OUT = 597.0094.7 L. F. 1 5 " H D P E @ 5. 0 7 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 1.2 C.F.S. V10 = 7.4 F.P.S. SS HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 585 590 595 600 605 610 615 585 590 595 600 605 610 615 I-12 TYPE 'S' INLETT.G. = 600.75INV. OUT = 597.75I-13 TYPE 'S' INLETT.G. = 599.70INV. IN = 597.30INV. OUT = 597.2091.2 L.F. 15" RCP @ 0.49% 114.5 L.F. 15" RCP @ 0.79 %I-14 'WR' INLETT.G. = 599.70INV. IN = 596.30 (15")INV. IN = 596.30 (21")INV. OUT = 596.20114.5 L.F. 27" RCP @ 0 . 9 6 % EXISTING GROUND PROPOSED GRADEI-15 'WR' INLETT.G. = 599.70INV. IN = 595.10 (27")INV. IN = 595.10 (30")INV. OUT = 595.00E-4 STD. END SECTINV. OUT = 594.7069.3 L.F. 36" HDPE @ 0.43% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 20', W = 23', THICK. = 19" Q10 = 46.9 C.F.S. V10 = 7.7 F.P.S. HGL 0+00 0+50 1+00 1+50 2+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 I-14 'WR' INLETT.G. = 599.70INV. IN = 596.30 (15")INV. IN = 596.30 (21")INV. OUT = 596.20J-3 4' MHT.R. = 602.85INV. IN = 599.85 (8")INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.35185.3 L.F. 21" R C P @ 1 . 6 5 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 585 590 595 600 605 610 615 585 590 595 600 605 610 615 I-15 'WR' INLETT.G. = 599.70INV. IN = 595.10 (27")INV. IN = 595.10 (30")INV. OUT = 595.00I-18 'WR' INLETT.G. = 599.70INV. OUT = 596.85I-17 'WR' INLETT.G. = 599.70INV. IN = 596.30 (15")INV. IN = 596.30 (21")INV. OUT = 596.20114.5 L.F. 15" RCP @ 0.48%I-16 'WR' INLETT.G. = 599.70INV. IN = 595.70INV. OUT = 595.60114.5 L.F. 27" RCP @ 0.44% 114.5 L.F. 30" RCP @ 0.44% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 10 YR HGL 0+00 0+50 1+00 1+50 2+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 J-4 4' MHT.R. = 602.85INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.35I-17 'WR' INLETT.G. = 599.70INV. IN = 596.30 (15")INV. IN = 596.30 (21")INV. OUT = 596.20185.4 L.F. 21" R C P @ 1 . 6 5 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL W 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 580 585 590 595 600 605 610 580 585 590 595 600 605 610 I-22 'WR' INLETT.G. = 599.70INV. OUT = 596.20I-21 'WR' INLETT.G. = 599.70INV. IN = 595.65INV. OUT = 595.55114.5 L.F. 15" HDPE @ 0.48%I-20 'WR' INLETT.G. = 599.70INV. IN = 595.00INV. IN = 595.00INV. OUT = 594.90114.5 L.F. 18" HDPE @ 0.48%I-19 'WR' INLETT.G. = 599.70INV. IN = 594.35INV. OUT = 594.25114.5 L.F. 24" HDPE @ 0 . 9 6 %J-8 5' MHT.R. = 600.30INV. IN = 598.35INV. OUT = 598.2579.0 L.F. 24" HDPE @ 1 . 1 4 %E-5 STD. END SECTINV. OUT = 592.00EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 16', W = 18.5', THICK. = 19" Q10 = 24.6 C.F.S. V10 = 9.3 F.P.S. 70.2 L.F. 30" HDPE @ 1 . 0 0 % 10 YR HGL 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 610 580 585 590 595 600 605 610 I-20 'WR' INLETT.G. = 599.70INV. IN = 595.00INV. IN = 595.00INV. OUT = 594.90J-5 4' MHT.R. = 602.85INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.00188.4 L.F. 1 8 " H D P E @ 2 . 1 2 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL W P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-402 42 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 580 585 590 595 600 605 580 585 590 595 600 605 575 575OS 3.2 TYPE 'S' INLETT.G. = 597.75INV. IN = 593.75 (6")INV. OUT = 593.25J-9 5' MHT.R. = 597.0INV. IN = 590.00 (30")INV. IN = 587.60INV. OUT = 587.50J-10 5' MHT.R. = 593.5INV. IN = 587.50 (24")INV. IN = 578.20INV. OUT = 577.70282.7 L.F. 2 4 " H D P E @ 2 . 0 0 % 252.4 L . F . 3 0 " H D P E @ 3 . 6 8 % 134.3 L.F. 36 " H D P E @ 2 . 0 1 %E-9 STD. END SECTINV. OUT = 575.00EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE 570 570 ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 20', W = 23', THICK. = 19" Q10 = 46.8 C.F.S. V10 = 14.1 F.P.S. 10 YR H G L 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 575 580 585 590 595 600 605 575 580 585 590 595 600 605I-27 'WR' INLETT.G. = 599.70INV. OUT = 596.20610 610 EXISTING GROUND I-26 'WR' INLETT.G. = 599.70INV. IN = 595.00INV. IN = 595.00INV. OUT = 594.90114.5 L.F. 15" HDPE @ 1 . 0 5 %I-25 'WR' INLETT.G. = 599.70INV. IN = 593.80INV. OUT = 593.70114.5 L.F. 24" HDPE @ 0 . 9 6 %I-24 'WR' INLETT.G. = 599.70INV. IN = 592.60INV. OUT = 592.50114.5 L.F. 24" HDPE @ 0 . 9 6 %I-23 'WR' INLETT.G. = 599.70INV. IN = 595.00 (18")INV. IN = 591.30INV. OUT = 591.20114.5 L.F. 24" HDPE @ 1 . 0 5 %I-32 'WR' INLETT.G. = 597.80INV. IN = 591.00INV. OUT = 590.9014.4 L.F. 30" HDPE @ 1.39%I-33 'WR' INLETT.G. = 597.80INV. IN = 590.50INV. OUT = 590.4030.4 L.F. 30" HDPE @ 1.32%J-8A 5' MHT.R. = 596.5INV. IN = 590.00INV. OUT = 584.308.0 L.F. 30" HDPE @ 2.00%E-6 STD. END SECTINV. OUT = 584.0030.4 L.F. 30" HDPE @ 0.99% PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 19', W = 21.5', THICK. = 19" Q10 = 42.7 C.F.S. V10 = 10.3 F.P.S. 10 YR HGL 0+00 0+50 1+00 575 580 585 590 595 600 575 580 585 590 595 600 OS 3.6 'SINGLE WR' INLETT.G. = 592.75INV. IN = 588.75 (6")INV. OUT = 582.75E-10 STD. END SECTINV. OUT = 576.0071.0 L.F. 15" H D PE @ 9. 51 % EXISTING GROUND PROPOSED GRADE OUTLET OS 3.6 PROFILE 1" = 50' H., 1" = 5' V. 570 570 ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 3.3 C.F.S. V10 = 12.6 F.P.S.10 YR H GL 0+00 0+50 575 580 585 590 595 600 605 575 580 585 590 595 600 605 J-10 5' MHT.R. = 593.5INV. IN = 587.50 (24")INV. IN = 580.80INV. OUT = 580.70OS 3.4 TYPE 'S' INLETT.G. = 592.75INV. IN = 588.75 (6")INV. OUT = 588.25PROPOSED GRADE EXISTING GROUND 18.1 L.F. 24" RCP @ 4.14% OUTLET OS 3.4 PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 580 585 590 595 600 605 610 580 585 590 595 600 605 610 OS 3.3 TRIPLE 'WR'INLETT.G. = 595.45INV. IN = 591.45 (6")INV. OUT = 590.95J-9 5' MHT.R. = 597.0INV. IN = 590.00 (30")INV. IN = 587.60INV. OUT = 587.5015.1 L.F. 30" RCP @ 6.29% OUTLET OS 3.3 PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 610 580 585 590 595 600 605 610 I-30 'WR' INLETT.G. = 596.55INV. OUT = 593.05E-8 STD. END SECTINV. OUT = 592.00I-31 'WR' INLETT.G. = 596.55INV. IN = 592.85INV. OUT = 592.7530.4 L.F. 15" HDPE @ 0.66% 103.9 L.F. 15" HDPE @ 0.72 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICK. = 19" Q10 = 2.6 C.F.S. V10 = 4.7 F.P.S. 10 YR HGL 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 610 580 585 590 595 600 605 610 575575J-7 4' MHT.R. = 602.85INV. IN = 599.45 (12")INV. IN = 599.45 (15")INV. OUT = 599.00I-26 'WR' INLETT.G. = 599.70INV. IN = 595.00INV. IN = 595.00INV. OUT = 594.90184.2 L.F. 1 8 " H D P E @ 2 . 1 7 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL W 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 610 580 585 590 595 600 605 610 J-6 4' MHT.R. = 602.85INV. IN = 599.45 (12")INV. IN = 599.45 (15")INV. OUT = 599.00184.8 L.F. 1 8 " H D P E @ 2 . 1 6 %I-23 'WR' INLETT.G. = 599.70INV. IN = 595.00 (18")INV. IN = 591.30INV. OUT = 591.20STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE 10 YR HGL W 0+00 0+50 1+00 590 595 600 605 610 590 595 600 605 610 580 585 580 585I-28 'WR' INLETT.G. = 597.85INV. OUT = 594.35I-29 'WR' INLETT.G. = 597.85INV. IN = 593.50INV. OUT = 593.40E-7 STD. END SECTINV. OUT = 593.0030.4 L.F. 15" HDPE @ 2.80% 18.2 L.F. 15" HDPE @ 2.20% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICK. = 19" Q10 = 2.8 C.F.S. V10 = 7.2 F.P.S.P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-403 43 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 580 585 590 595 600 605 610 615 J-13 4' MHT.R. = 601.25INV. IN = 596.55 (18")INV. IN = 596.55INV. OUT = 596.4586.7 L.F. 24" RCP @ 0.52%I-41 TYPE 'S' INLETT.G. = 600.60INV. IN = 595.95INV. OUT = 595.8586.7 L.F. 30" RCP @ 0.58%I-42 TYPE 'S' INLETT.G. = 600.60INV. IN = 595.00INV. OUT = 594.90177.4 L.F. 36" RCP @ 0.48%J-15 5' MHT.R. = 601.90INV. IN = 596.50 (18")INV. IN = 594.30INV. OUT = 594.20128.2 L.F. 36" HDPE @ 0.47%J-16 5' MHT.R. = 600.90INV. IN = 593.00INV. OUT = 592.90223.0 L.F. 36" HDPE @ 0.54%I-44 'WR' INLETT.G. = 599.85INV. IN = 595.15 (15")INV. IN = 592.60INV. OUT = 592.5054.7 L.F. 36" HDPE @ 0.55%J-17 5' MHT.R. = 598.75INV. IN = 594.50 (6" PVC)INV. IN = 591.90INV. OUT = 591.80J-18 6' MHT.R. = 595.00INV. IN = 589.50 (18")INV. IN = 588.60INV. OUT = 588.5088.6 L.F. 36" HDPE @ 0.68%J-19 6' MHT.R. = 596.85INV. IN = 587.70INV. OUT = 587.60E-13 CONC END SECTINV. OUT = 587.35205.5 L.F. 42" HDPE @ 0.39% 65.0 L.F. 42" RCP @ 0.38% 399.5 L.F. 36" HDPE @ 0.8 0 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 22', W = 25.5', THICK. = 19" Q10 = 60.4 C.F.S. V10 = 7.4 F.P.S. SS 10 YR HGL 10 YR HGL W 0+00 0+50 585 590 595 600 605 585 590 595 600 605J-18 6' MHT.R. = 595.00INV. IN = 589.50 (18")INV. IN = 588.60INV. OUT = 588.50610 615 610 615 OS 1.1 TYPE 'S' INLETT.G. = 594.25INV. IN = 590.50 (6")INV. IN = 590.50 (6")INV. OUT = 590.2540.6 L.F. 18" HDPE @ 1.85% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 I-44 'WR' INLETT.G. = 599.85INV. IN = 595.15INV. IN = 592.60INV. OUT = 592.50I-43 'WR' INLETT.G. = 600.45INV. IN = 596.00 (6")INV. OUT = 595.7571.6 L.F. 15" HDPE @ 0.84% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL 0+00 0+50 1+00 1+50 585 590 595 600 605 610 615 585 590 595 600 605 610 615 J-15 5' MHT.R. = 601.90INV. IN = 596.50INV. IN = 594.30INV. OUT = 594.20J-14 4' MHT.R. = 602.85INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.00126.0 L.F. 1 8 " H D P E @ 1 . 9 8 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND HGL W 0+00 0+50 1+00 1+50 590 595 600 605 610 615 590 595 600 605 610 615 585585J-12 4' MHT.R. = 602.85INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.00J-13 4' MHT.R. = 601.25INV. IN = 596.55 (18")INV. IN = 596.55INV. OUT = 596.45126.0 L.F. 1 8 " H D P E @ 1 . 9 4 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND HGL W 0+00 0+50 1+00 1+50 2+00 2+50 590 595 600 605 610 615 620 590 595 600 605 610 615 620 I-37 TYPE 'S' INLETT.G. = 604.55INV. OUT = 601.55I-38 TYPE 'S' INLETT.G. = 605.35INV. IN = 600.95INV. OUT = 600.85120.9 L.F. 15" HDPE @ 0.50%J-11 4' MHT.R. = 603.60INV. IN = 600.10 (15")INV. IN = 600.10 (15")INV. OUT = 600.0098.2 L.F. 15" HDPE @ 0.51% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 10 YR HGL 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 580 585 590 595 600 605 610 615 I-40 TYPE 'S' INLETT.G. = 600.60INV. IN = 597.10INV. OUT = 597.00I-34 'WR' INLETT.G. = 607.15INV. OUT = 603.65I-35 'WR' INLETT.G. = 607.05INV. IN = 603.45INV. OUT = 603.3536.3 L.F. 15" HDPE @ 0.55%I-36 'WR' INLETT.G. = 605.00INV. IN = 601.60INV. OUT = 601.5082.9 L.F. 15 " H D P E @ 2 . 1 1 %J-11 4' MHT.R. = 603.60INV. IN = 600.10 (15")INV. IN = 600.10 (15")INV. OUT = 600.0044.0 L.F. 15" HDPE @ 3.18%I-39 TYPE 'S' INLETT.G. = 601.00INV. IN = 597.60INV. OUT = 597.50109.8 L.F. 1 8 " R C P @ 2 . 1 9 % 54.0 L.F. 24" RCP @ 0.74%J-13 4' MHT.R. = 601.25INV. IN = 596.55 (18")INV. IN = 596.55INV. OUT = 596.4586.7 L.F. 24" RCP @ 0.52% 86.7 L.F. 30" RCP @ 0.58% SS P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-404 44 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 575 580 585 590 595 600 605 575 580 585 590 595 600 605 E-15 STD. END SECTINV. OUT = 586.00I-53 'WR' INLETT.G. = 590.05INV. OUT = 586.5530.4 L.F. 15" HDPE @ 0.66% 17.2 L.F. 15" HDPE @ 1.45%I-54 'WR' INLETT.G. = 590.05INV. IN = 586.35INV. OUT = 586.25PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 1.9 C.F.S. V10 = 5.4 F.P.S. HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 580 585 590 595 600 605 610 580 585 590 595 600 605 610 615 615 J-20 4' MHT.R. = 602.85INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.00I-45 'WR' INLETT.G. = 599.85INV. IN = 595.80INV. OUT = 595.70I-46 'WR' INLETT.G. = 599.85INV. IN = 594.60INV. OUT = 594.50I-47 'WR' INLETT.G. = 599.85INV. IN = 591.60 (18")INV. IN = 591.60INV. OUT = 591.50I-49 'WR' INLETT.G. = 594.95INV. IN = 590.10 (15")INV. IN = 590.10INV. OUT = 589.35J-22 5' MHT.R. = 599.00INV. IN = 593.50 (15")INV. IN = 587.70INV. OUT = 587.60185.9 L.F. 18" H D P E @ 1 . 7 2 % 174.5 L.F. 24" HDPE @ 0.63% 174.5 L.F. 24" H D P E @ 1 . 6 6 % 23.9 L.F. 24" HDPE @ 5.86% 356.9 L.F. 36" HDPE @ 0.46%J-23 6' MHT.R. = 599.70INV. IN = 595.00 (15")INV. IN = 586.70INV. OUT = 586.20E-14 CONC END SECTINV. OUT = 586.0093.3 L.F. 36" HDPE @ 0 . 9 6 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 47.5 L.F. 42" RCP @ 0.42% EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 22', W = 25.5', THICK. = 19" Q10 = 55.7 C.F.S. V10 = 7.6 F.P.S. 10 YR HGL W 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 610 580 585 590 595 600 605 610 J-22 5' MHT.R. = 599.00INV. IN = 593.50 (15")INV. IN = 587.70INV. OUT = 587.60I-50 'WR' INLETT.G. = 599.85INV. OUT = 596.35I-51 'WR' INLETT.G. = 599.85INV. IN = 594.60INV. OUT = 594.50174.5 L.F. 15" HDPE @ 1 . 0 0 % 36.8 L.F. 15" HDPE @ 2.72% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND HGL 0+00 0+50 1+00 585 590 595 600 605 610 585 590 595 600 605 610 STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 580 580I-49 'WR' INLETT.G. = 594.95INV. IN = 590.10 (15")INV. IN = 590.10INV. OUT = 589.35I-48 'WR' INLETT.G. = 594.35INV. OUT = 590.8569.5 L.F. 15" HDPE @ 1.08% PROPOSED GRADE EXISTING GROUND 0+00 0+50 1+00 1+50 2+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 J-21 4' MHT.R. = 602.85INV. IN = 599.45 (8")INV. IN = 599.45 (15")INV. IN = 599.45 (15")INV. OUT = 599.00EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.I-47 'WR' INLETT.G. = 599.85INV. IN = 591.60 (18")INV. IN = 591.60INV. OUT = 591.50184.3 L . F. 1 8 " H D P E @ 4 . 0 2 % 10 YR H G L W 0+00 0+50 580 585 590 595 600 605 610 580 585 590 595 600 605 610 J-23 6' MHT.R. = 599.70INV. IN = 595.00 (15")INV. IN = 586.70INV. OUT = 586.20I-52 'WR' INLETT.G. = 599.15INV. OUT = 595.6512.6 L.F. 15" HDPE @ 5.16% PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 565 570 575 580 585 590 595 565 570 575 580 585 590 595 600 600 OS 1.3 TRIPLE 'WR'INLETT.G. = 587.90INV. IN = 584.10 (6")INV. OUT = 582.35J-24 5' MHT.R. = 588.2INV. IN = 580.00INV. OUT = 579.40J-25 5' MHT.R. = 587.95INV. IN = 580.00 (24")INV. IN = 576.50INV. OUT = 570.50204.6 L.F. 30" R C P @ 1 . 3 9 % 196.4 L.F. 30" H D P E @ 1 . 4 8 %E-16 STD. END SECTINV. OUT = 569.00137.6 L.F. 36" HDPE @ 1 . 0 9 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 20', W = 23', THICK. = 19" Q10 = 60.0 C.F.S. V10 = 11.9 F.P.S. 10 YR HGL 0+00 0+50 570 575 580 585 590 595 600 570 575 580 585 590 595 600 STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.J-25 5' MHT.R. = 588.95INV. IN = 580.00 (24")INV. IN = 576.50 (30")INV. OUT = 570.50OS 1.4 TYPE TRIPLE'WR' INLETT.G. = 586.50INV. IN = 582.50 (6")INV. OUT = 581.0025.5 L.F. 24" RCP @ 3.92% PROPOSED GRADE HGL P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-405 45 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 570 575 580 585 590 595 600 605 610 570 575 580 585 590 595 600 605 610 I-65 TYPE 'S' INLETT.G. = 600.25INV. OUT = 597.25I-64 TYPE 'S' INLETT.G. = 600.40INV. IN = 596.30INV. OUT = 596.20I-63 TYPE 'S' INLETT.G. = 600.70INV. IN = 595.60INV. OUT = 595.50I-62 TYPE 'S' INLETT.G. = 600.70INV. IN = 594.90INV. IN = 594.90INV. OUT = 594.80J-29 4' MHT.R. = 597.80INV. IN = 592.80 (15")INV. IN = 592.80INV. OUT = 575.00105.8 L.F. 15" HDPE @ 0 . 9 0 % 66.5 L.F. 15" HDPE @ 0.90%66.5 L.F. 15" HDPE @ 0.90% 56.5 L.F. 15" HDPE @ 3.54% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.E-18 STD. END SECTINV. OUT = 574.0075.6 L.F. 18" HDPE @ 1.32% ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 10', W = 11.5', THICK. = 19" Q10 = 8.4 C.F.S. V10 = 7.9 F.P.S. 10 YR HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 570 575 580 585 590 595 600 605 570 575 580 585 590 595 600 605 610 610 J-26 4' MHT.R. = 602.85INV. IN = 599.45 (10")INV. IN = 599.45 (15")INV. OUT = 599.00I-55 'WR' INLETT.G. = 600.25INV. IN = 596.10INV. OUT = 596.00J-27 4' MHT.R. = 602.25INV. IN = 598.50INV. OUT = 598.4036.3 L.F. 18" HDPE @ 1.38% 226.2 L.F. 18" HDPE @ 1 . 0 2 %I-56 'WR' INLETT.G. = 600.40INV. IN = 594.60INV. OUT = 594.50105.8 L.F. 18" HD P E @ 1 . 3 2 %I-57 'WR' INLETT.G. = 600.70INV. IN = 596.80 (15")INV. IN = 593.50INV. OUT = 593.4066.6 L.F. 18" HDPE @ 1.50%J-28 4' MHT.R. = 598.55INV. IN = 592.80 (15")INV. IN = 592.80INV. OUT = 575.00E-17 STD. END SECTINV. OUT = 574.0074.8 L.F. 24" HDPE @ 1 . 3 4 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICK. = 19" Q10 = 19.3 C.F.S. V10 = 9.7 F.P.S. 55.9 L.F. 24" HDPE @ 1.07% 10 YR HGL W 0+00 0+50 1+00 570 575 580 585 590 595 600 605 610 570 575 580 585 590 595 600 605 610 J-28 4' MHT.R. = 598.55INV. IN = 592.80 (15")INV. IN = 592.80INV. OUT = 575.00I-60 TYPE 'S' INLETT.G. = 597.78INV. OUT = 594.0067.3 L.F. 15" HDPE @ 1.78% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL 0+00 0+50 1+00 1+50 570 575 580 585 590 595 600 605 610 570 575 580 585 590 595 600 605 610 I-59 TYPE 'S' INLETT.G. = 600.70INV. OUT = 597.70I-58 TYPE 'S' INLETT.G. = 600.70INV. IN = 597.30INV. OUT = 597.2066.7 L.F. 15" HDPE @ 0.60%66.6 L.F. 15" HDPE @ 0.60% EXISTING GROUND PROPOSED GRADEI-57 'WR' INLETT.G. = 600.70INV. IN = 596.80 (15")INV. IN = 593.50INV. OUT = 593.40STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 10 YR HGL 0+00 0+50 1+00 570 575 580 585 590 595 600 605 610 570 575 580 585 590 595 600 605 610 I-62 TYPE 'S' INLETT.G. = 600.70INV. IN = 594.90INV. IN = 594.90INV. OUT = 594.80I-61 TYPE 'S' INLETT.G. = 600.70INV. OUT = 597.7066.5 L.F. 15" HDPE @ 4.21% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL 0+00 0+50 1+00 570 575 580 585 590 595 600 605 610 570 575 580 585 590 595 600 605 610 EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.J-29 4' MHT.R. = 597.80INV. IN = 592.80 (15")INV. IN = 592.80INV. OUT = 575.00I-66 TYPE 'S' INLETT.G. = 597.10INV. OUT = 593.6061.0 L.F. 15" HDPE @ 1.31% PROPOSED GRADE HGL I-72 TYPE 'S' INLETT.G. = 610.00INV. OUT = 606.000+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 595 600 605 610 615 620 595 600 605 610 615 620 E-22 CONC END SECTINV. OUT = 605.70PROPOSED GRADE 90 L.F. 21" RCP @ 0.67% EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 5', THICK. = 19" Q10 = 12.5 C.F.S. V10 = 6.2 F.P.S. 0.5% SS HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 560 565 570 575 580 585 560 565 570 575 580 585 OS 1.6 TYPE 'S' INLETTOP = 572.00INV. IN = 569.00 (2" ORIFICE)INV. OUT = 568.00J-30 4' MHT.R. = 573.5INV. IN = 567.20INV. OUT = 567.1096.0 L.F. 24" RCP @ 0.8 3 %E-21 STD. END SECTINV. OUT = 565.25303.9 L.F. 24" HDPE @ 0.61% OUTLET OS 1.6 PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICK. = 19" Q10 = 3.2 C.F.S. V10 = 4.5 F.P.S. 10 YR HGL STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 565 570 575 580 585 590 595 565 570 575 580 585 590 595 I-67 'WR' INLETT.G. = 580.30INV. OUT = 576.80I-68 TYPE 'S' INLETT.G. = 580.20INV. IN = 576.10INV. OUT = 576.00I-69 'WR' INLETT.G. = 579.50INV. IN = 575.70INV. OUT = 575.60I-70 'WR' INLETT.G. = 578.10INV. IN = 574.40INV. OUT = 574.30I-71 'WR' INLETT.G. = 578.30INV. IN = 573.00INV. OUT = 569.50131.8 L.F. 15" HDPE @ 0.53% 34.4 L.F. 15" HDPE @ 0.87%67.5 L.F. 15" HDPE @ 1.78% 124.6 L.F. 18" HDPE @ 1 . 0 4 % PROPOSED GRADE EXISTING GROUNDE-20 STD. END SECTINV. OUT = 568.5095.9 L.F. 24" HDPE @ 1 . 0 4 % ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICK. = 19" Q10 = 15.4 C.F.S. V10 = 8.4 F.P.S. 10 YR HGL P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-406 46 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 570 575 580 585 590 595 600 605 610 615 620 I-2.12 TYPE 'S' INLETT.G. = 597.85INV. IN = 592.50 (15")INV. IN = 592.10INV. OUT = 592.00120.0 L.F. 24" HDPE @ 0.50% 139.6 L.F. 24" H D P E @ 1 . 4 3 %J-2.1 4' MHT.R. = 595.80INV. IN = 590.00 (15")INV. IN = 590.00INV. OUT = 589.9024" S.D.J-2.2 4' MHT.R. = 595.70INV. IN = 587.40INV. OUT = 587.30339.9 L.F. 24" HDPE @ 0.74% 339.9 L.F. 24" HDPE @ 0.74 % 331.0 L.F. 30" HDPE @ 0.66%J-2.3 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 585.70 (15")INV. IN = 584.80INV. OUT = 584.70J-2.4 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 583.90 (15")INV. IN = 582.50INV. OUT = 582.40J-2.5 5' MHT.R. = 591.90INV. IN = 585.00 (15")INV. IN = 585.00 (15")INV. IN = 576.10INV. OUT = 575.60E-2.3 STD. END SECTINV. OUT = 575.00193.5 L . F . 3 0 " H D P E @ 3 . 2 6 % 106.5 L.F. 36" HDPE @ 0.56% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 20', W = 23', THICKNESS = 19" Q10 = 51.5 C.F.S. V10 = 8.7 F.P.S. 10 YR H G L 10 YR HGL SS W 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 570 575 580 585 590 595 600 605 610 615 620 I-2.6 TYPE 'S' INLETT.G. = 598.60INV. OUT = 595.60I-2.7 TYPE 'S' INLETT.G. = 598.60INV. IN = 595.10INV. IN = 595.10INV. OUT = 595.00I-2.8 TYPE 'S' INLETT.G. = 598.60INV. IN = 594.40INV. OUT = 594.30I-2.9 TYPE 'S' INLETT.G. = 598.60INV. IN = 593.70INV. OUT = 593.60I-2.10 TYPE 'S' INLETT.G. = 598.50INV. IN = 592.80INV. OUT = 592.70I-2.12 TYPE 'S' INLETT.G. = 597.85INV. IN = 592.50 (15")INV. IN = 592.10INV. OUT = 592.0094.5 L.F. 15" HDPE @ 0.53% 107.1 L.F. 18" HDPE @ 0.56% 71.8 L.F. 18" HDPE @ 0.84% 75.1 L.F. 18" HDPE @ 1 . 0 7 % 120.0 L.F. 24" HDPE @ 0.50% 0+00 0+50 1+00 1+50 575 580 585 590 595 600 575 580 585 590 595 600 I-2.24 TYPE 'S' INLETT.G. = 593.15INV. OUT = 589.15J-2.5 5' MHT.R. = 591.90INV. IN = 585.00 (15")INV. IN = 585.00 (15")INV. IN = 576.10INV. OUT = 575.60126.7 L. F . 1 5 " H D P E @ 3 . 2 8 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 580 585 590 595 600 605 580 585 590 595 600 605 I-2.20 TYPE 'S' INLETT.G. = 592.70INV. OUT = 589.20I-2.21 TYPE 'S' INLETT.G. = 592.70INV. IN = 588.70INV. OUT = 588.6090.4 L.F. 15" HDPE @ 0.55%I-2.22 TYPE 'S' INLETT.G. = 592.70INV. IN = 588.10INV. OUT = 588.0090.5 L.F. 15" HDPE @ 0.55% 126.5 L . F . 1 5 " H D P E @ 3 . 2 4 % PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.J-2.4 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 583.90 (15")INV. IN = 582.50INV. OUT = 582.4010 YR H G L 0+00 0+50 1+00 575 580 585 590 595 600 575 580 585 590 595 600 I-2.23 TYPE 'S' INLETT.G. = 590.90INV. OUT = 587.90J-2.5 5' MHT.R. = 591.90INV. IN = 585.00 (15")INV. IN = 585.00 (15")INV. IN = 576.10INV. OUT = 575.6082.2 L.F. 1 5 " H D P E @ 2 . 3 1 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND 0+00 0+50 1+00 580 585 590 595 600 605 580 585 590 595 600 605 J-2.4 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 583.90 (15")INV. IN = 582.50INV. OUT = 582.40J-2.9 4' MHT.R. = 596.85INV. IN = 593.45 (8")INV. IN = 592.95 (15")INV. OUT = 592.8565.0 L.F. 18" HDPE @ 1.77% PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL W P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-407 47 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 595 600 605 610 615 595 600 605 610 615 620 620 I-2.1 TYPE 'S' INLETT.G. = 607.00INV. OUT = 605.00I-2.2 TYPE 'S' INLETT.G. = 607.40INV. IN = 604.90INV. OUT = 604.80I-2.3 TYPE 'S' INLETT.G. = 607.40INV. IN = 604.70INV. OUT = 604.60E-2.1 STD. END SECTINV. OUT = 604.5015.2 L.F. 15" HDPE @ 0.66% 18.8 L.F. 15" RCP @ 0.53% 17.4 L.F. 15" HDPE @ 0.57% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 2.0 C.F.S. V10 = 4.0 F.P.S. HGL 0+00 0+50 1+00 595 600 605 610 615 595 600 605 610 615 620 620 I-2.4 TYPE 'S' INLETT.G. = 608.25INV. OUT = 605.00I-2.5 TYPE 'S' INLETT.G. = 608.25INV. IN = 604.80INV. OUT = 604.70E-2.2 STD. END SECTINV. OUT = 604.5030.8 L.F. 15" RCP @ 0.65% 24.2 L.F. 15" HDPE @ 0.83% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 1.3 C.F.S. V10 = 4.0 F.P.S. HGL 0+00 0+50 1+00 575 580 585 590 595 600 575 580 585 590 595 600 OS 7.3 TYPE 'S' INLETT.G. = 589.75INV. IN = 585.75 (6")INV. OUT = 585.00E-2.6 CONC END SECTINV. OUT = 584.5033.4 L.F. 24" RCP @ 1.50% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 13', W = 15', THICK. = 19" Q10 = 18.4 C.F.S. V10 = 9.4 F.P.S. 0+00 0+50 1+00 1+50 580 585 590 595 600 605 580 585 590 595 600 605 I-2.15 TYPE 'S' INLETT.G. = 592.70INV. OUT = 589.70I-2.16 TYPE 'S' INLETT.G. = 592.70INV. IN = 589.30INV. OUT = 589.2090.5 L.F. 15" HDPE @ 0.44% EXISTING GROUND PROPOSED GRADEE-2.5 STD. END SECTINV. OUT = 589.0013.6 L.F. 15" HDPE @ 1.47% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICK. = 19" Q10 = 4.6 C.F.S. V10 = 7.1 F.P.S. 10 YR HGL 0+00 0+50 1+00 1+50 2+00 580 585 590 595 600 605 580 585 590 595 600 605 I-2.13 TYPE 'S' INLETT.G. = 593.50INV. OUT = 590.75E-2.4 STD. END SECTINV. OUT = 589.50J-2.7 4' MHT.R. = 594.0INV. IN = 589.85 (18")INV. IN = 589.85 (24")INV. OUT = 589.75I-2.14 TYPE 'S' INLETT.G. = 593.15INV. IN = 590.25INV. OUT = 590.1549.2 L.F. 15" RCP @ 1.02%55.3 L.F. 18" HDPE @ 0.54% 25.2 L.F. 24" HDPE @ 1.00% EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8.5', W = 5.5', THICK. = 19" Q10 = 22.4 C.F.S. V10 = 8.9 F.P.S. HGL 0+00 0+50 1+00 580 585 590 595 600 605 580 585 590 595 600 605 J-2.8 4' MHT.R. = 596.85INV. IN = 593.45 (8")INV. IN = 592.95 (10")INV. IN = 592.95 (15")INV. OUT = 592.8565.1 L.F. 18" HDPE @ 1.77%J-2.3 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 585.70 (15")INV. IN = 584.80INV. OUT = 584.70PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL W 0+00 0+50 1+00 585 590 595 600 605 610 585 590 595 600 605 610 OS 7.2 YARD INLETT.G. = 594.80INV. IN = 591.30 (6")INV. OUT = 590.80J-2.1 4' MHT.R. = 595.80INV. IN = 590.00 (15")INV. IN = 590.00INV. OUT = 589.9074.9 L.F. 15" HDPE @ 1 . 0 7 % PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL 0+00 0+50 1+00 1+50 2+00 590 595 600 605 610 615 590 595 600 605 610 615 I-2.12 TYPE 'S' INLETT.G. = 597.85INV. IN = 592.50 (15")INV. IN = 592.10INV. OUT = 592.00I-2.11 TYPE 'S' INLETT.G. = 606.20INV. OUT = 603.20163. 3 L. F. 1 5" H D P E @ 6. 5 5 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 10 YR H G L 0+00 0+50 1+00 1+50 2+00 590 595 600 605 610 615 590 595 600 605 610 615 OS 7.1 YARD INLETT.G. = 605.00INV. IN = 601.00 (6")INV. OUT = 600.50I-2.7 TYPE 'S' INLETT.G. = 598.60INV. IN = 595.10INV. IN = 595.10INV. OUT = 595.00170.4 L.F . 1 5 " H D P E @ 3 . 1 7 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 580 585 590 595 600 605 580 585 590 595 600 605 I-2.17 TYPE 'S' INLETT.G. = 592.70INV. OUT = 589.20I-2.18 TYPE 'S' INLETT.G. = 592.70INV. IN = 588.70INV. OUT = 588.60I-2.19 TYPE 'S' INLETT.G. = 592.70INV. IN = 588.10INV. OUT = 588.0090.5 L.F. 15" HDPE @ 0.55% 90.5 L.F. 15" HDPE @ 0.55% 115.4 L.F. 1 5 " H D P E @ 1 . 9 9 % PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V.J-2.3 5' MHT.R. = 595.70INV. IN = 591.70 (18")INV. IN = 585.70 (15")INV. IN = 584.80INV. OUT = 584.7010 YR HGL 0+00 0+50 1+00 1+50 2+00 585 590 595 600 605 610 585 590 595 600 605 610 J-2.7 4' MHT.R. = 594.0INV. IN = 589.85 (18")INV. IN = 589.85 (24")INV. OUT = 589.75J-2.6 4' MHT.R. = 596.85INV. IN = 593.45 (8")INV. IN = 592.95 (12")INV. IN = 592.95 (15")INV. OUT = 592.85193.6 L.F. 24" R C P @ 1 . 5 5 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 24" S.D. 10 YR HGL W 0+00 0+50 580 585 590 595 600 605 580 585 590 595 600 605 610 610 I-2.39 TYPE 'S' INLETT.G. = 593.65INV. OUT = 585.75E-2.9 STD. END SECTINV. OUT = 584.5031.1 L.F. 15" HDPE @ 4.02% PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 8', W = 9.5', THICKNESS = 19" Q10 = 1.0 C.F.S. V10 = 6.6 F.P.S. HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 575 580 585 590 595 600 605 610 575 580 585 590 595 600 605 610 OS 7.4 TYPE 'S' INLETT.G. = 602.00INV. IN = 598.00 (6")INV. OUT = 597.50J-2.16 4' MHT.R. = 603.5INV. IN = 595.60INV. OUT = 595.50J-2.17 4' MHT.R. = 596.0INV. IN = 589.60 (15")INV. IN = 589.60INV. OUT = 589.50196.1 L.F. 18" HDPE @ 0 . 9 7 % 166.0 L . F . 1 8 " H D P E @ 3 . 5 5 %E-2.8 STD END SECTINV. OUT = 588.70STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. 48.8 L.F. 18" HDPE @ 1.64% EXISTING GROUND PROPOSED GRADE ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 12.5', W = 6.5', THICK. = 19" Q10 = 11.4 C.F.S. V10 = 9.1 F.P.S. 3.5% 10 YR HGL 0+00 0+50 585 590 595 600 605 610 585 590 595 600 605 610 I-2.38 TYPE 'S' INLETT.G. = 593.65INV. OUT = 590.65J-2.17 4' MHT.R. = 596.0INV. IN = 589.60 (15")INV. IN = 589.60INV. OUT = 589.50580 580 16.8 L.F. 15" HDPE @ 6.25% PROPOSED GRADE EXISTING GROUND STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-408 48 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 585 590 595 600 605 610 615 620 625 585 590 595 600 605 610 615 620 625 580 580I-2.25 TYPE 'S' INLETT.G. = 600.65INV. OUT = 597.15I-2.26 TYPE 'S' INLETT.G. = 600.40INV. IN = 596.80INV. OUT = 596.70J-2.10 4' MHT.R. = 596.15INV. IN = 592.40INV. IN = 592.40INV. OUT = 592.30I-2.27 TYPE 'S' INLETT.G. = 595.60INV. IN = 591.90INV. OUT = 591.80I-2.31 TYPE 'S' INLETT.G. = 595.30INV. IN = 591.30 (15")INV. IN = 591.30INV. OUT = 590.90I-2.32 TYPE 'S' INLETT.G. = 595.30INV. IN = 590.10INV. OUT = 590.00I-2.33 TYPE 'S' INLETT.G. = 595.30INV. IN = 591.70 (15")INV. IN = 589.40INV. OUT = 589.30I-2.34 TYPE 'S' INLETT.G. = 595.30INV. IN = 588.60INV. OUT = 588.50I-2.35 TYPE 'S' INLETT.G. = 595.30INV. IN = 587.70INV. OUT = 587.60I-2.36 TYPE 'S' INLETT.G. = 595.30INV. IN = 590.00 (15")INV. IN = 586.75INV. OUT = 586.65I-2.37 TYPE 'S' INLETT.G. = 595.60INV. IN = 586.35INV. OUT = 586.2537.0 L.F. 15" HDPE @ 0.95%143.2 L.F . 1 5 " H D P E @ 3 . 0 0 % 39.6 L.F. 15" HDPE @ 1.01%74.7 L.F. 15" HDPE @ 0.67% 157.4 L.F. 27" RCP @ 0.51% 157.4 L.F. 30" HDPE @ 0.38%J-2.11 5' MHT.R. = 595.70INV. IN = 590.00 (15")INV. IN = 589.00INV. OUT = 588.9077.2 L.F. 36" HDPE @ 0.39% 157.4 L.F. 36" HDPE @ 0.51% 157.4 L.F. 36" HDPE @ 0.54% 72.3 L.F. 42" HDPE @ 0.41%J-2.12 6' MHT.R. = 594.50INV. IN = 585.30INV. OUT = 584.70225.4 L.F. 42" HDPE @ 0.42%E-2.7 CONC END SECTINV. OUT = 584.5041.4 L.F. 42" RCP @ 0.48% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND ROCK OUTLET PROTECTION CLASS I RIP-RAP Underlay with SHA Class SE Geotextile D50 = 9.5" D100 = 15" L = 22', W = 25.5', THICK. = 19" Q10 = 65.9 C.F.S. V10 = 8.3 F.P.S. 75.2 L.F. 36" HDPE @ 0.40% 10 YR HG L 10 YR HGL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 I-2.33 TYPE 'S' INLETT.G. = 595.30INV. IN = 591.70 (15")INV. IN = 589.40INV. OUT = 589.30I-2.29 TYPE 'S' INLETT.G. = 604.10INV. OUT = 600.60I-2.30 TYPE 'S' INLETT.G. = 604.10INV. IN = 599.80INV. OUT = 595.00154.6 L.F. 15" HDPE @ 0.52% 127.1 L.F. 1 5 " H D P E @ 2 . 6 0 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE 10 YR HGL 0+00 0+50 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 J-2.10 4' MHT.R. = 596.15INV. IN = 592.40INV. IN = 592.40INV. OUT = 592.30I-2.28 TYPE 'S' INLETT.G. = 597.00INV. OUT = 593.2539.0 L.F. 15" HDPE @ 2.18% STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL 0+00 0+50 1+00 590 595 600 605 610 615 620 625 590 595 600 605 610 615 620 625 I-2.31 TYPE 'S' INLETT.G. = 595.30INV. IN = 591.30 (15")INV. IN = 591.30 (18")INV. OUT = 590.90J-2.13 4' MHT.R. = 596.85INV. IN = 592.95 (12")INV. IN = 592.95 (15")INV. OUT = 592.8585.3 L.F. 18 " H D P E @ 1 . 8 2 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE HGL W 0+00 0+50 1+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 620 620 J-2.11 5' MHT.R. = 595.70INV. IN = 590.00 (15")INV. IN = 589.00INV. OUT = 588.90J-2.14 4' MHT.R. = 596.85INV. IN = 593.45 (8")INV. IN = 592.95 (12")INV. IN = 592.95 (12")INV. OUT = 592.85EXISTING GROUND PROPOSED GRADE 85.5 L.F . 1 5 " H D P E @ 3 . 3 3 % STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. W 0+00 0+50 1+00 580 585 590 595 600 605 610 615 580 585 590 595 600 605 610 615 I-2.36 TYPE 'S' INLETT.G. = 595.30INV. IN = 590.00 (15")INV. IN = 586.75INV. OUT = 586.65J-2.15 4' MHT.R. = 596.85INV. IN = 592.95 (12")INV. IN = 592.95 (15")INV. OUT = 592.8585.4 L.F . 1 5 " H D P E @ 3 . 3 4 % EXISTING GROUND PROPOSED GRADE STORMDRAIN PROFILE 1" = 50' H., 1" = 5' V. HGL W P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-409 49 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 570 575 570 575 580 580 585 585 590 590 595 595 RETAINING WALL 'A' 1" = 50' H., 1" = 5' V. BOTTOM OF WALL GRADE EXISTING GROUND TOP OF WALL GRADE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 575 580 585 590 575 580 585 590 RETAINING WALL 'E' 1" = 50' H., 1" = 5' V. 595 595 BOTTOM OF WALL GRADE TOP OF WALL GRADE EXISTING GROUND 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 610 615 620 625 610 615 620 625 605 605 600 600 595 595 RETAINING WALL 'D' 1" = 50' H., 1" = 5' V. TOP OF WALL GRADE EXISTING GROUND BOTTOM OF WALL GRADE 0+00 0+50 1+00 1+50 2+00 2+50 575 580 575 580 585 585 590 590 595 595 RETAINING WALL 'B' 1" = 50' H., 1" = 5' V. TOP OF WALL GRADE BOTTOM OF WALL GRADE EXISTING GROUND 0+00 0+50 1+00 1+50 2+00 2+50 3+00 600 605 610 600 605 610 RETAINING WALL 'C' 1" = 50' H., 1" = 5' V. BOTTOM OF WALL GRADE TOP OF WALL GRADE EXISTING GROUND P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-410 50 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 585 590 595 600 605 610 615 585 590 595 600 605 610 615 36" SD WPS 1T.R. = 598.50INV. IN = 593.80C/L OUT = 590.95BOT. BASIN = 585.000+00.03" DR 11 PE SSFM EXISTING GROUND PROPOSED GRADE BUILDING #1 SANITARY SEWER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V.10+84.13"x3"x3" WYE10+74.13" CHECK VALVE &3" G.V.0+00 0+50 1+00 1+50 2+00 2+50 585 590 595 600 605 610 615 585 590 595 600 605 610 615 F.F. = 607.0 INVERT = 595.0 (SEE ARCH PLANS)1+31.9C.O.PS 1T.R. = 598.50INV. IN = 593.80C/L OUT = 590.95BOT. BASIN = 585.000+00.0MH 1 (INSPECTION MH)T.R. = 601.10INV. IN = 594.30INV. OUT = 594.200+80.00+00.012" RD W 135.0 L.F. 8" PVC (SDR 26) @ 0.52% EXISTING GROUNDPROPOSED GRADE BUILDING #1 SANITARY SEWER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V. 76.0 L.F. 8 " PVC (SDR 26) @ 0.53% 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 595 600 605 610 615 595 600 605 610 615 590 590 585 585 36" SD BUILDING #1 WATER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V. EXISTING GROUND PROPOSED GRADE STA. 0+60.3METER VAULTSTA. 0+00.012"x12"x12" TEEW/REACT. BACK.& 12" G.V.STA. 0+88.445° BEND W/REACT. BACK.STA. 1+14.945° BEND W/REACT. BACK.FF-623.00 10" PVC C900 FIR E S E R V I C E L I N E & 4" DOMESTIC W A T E R L I N E 12" WATER MAIN LINE STA. 11+98.910" FIRE LOOP LINE45° BEND W/REACT. BACK.STA. 10+38.3STA. 10+43.545° BEND W/REACT. BACK.10" W (FIRE LOOP)1' MIN. SEPARATION3'-6" MIN.COVERCENTERLINE OFMAIN ENTRANCE DRIVE2" FM 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 590 595 600 605 610 615 620 590 595 600 605 610 615 620 7+00 585 585 24" SD FF-601.00 12" WATER MAIN LINE 1' MIN. SEPARATIONSTA. 0+58.6METER VAULTSTA. 0+07.1AIR RELEASE MHSTA. 10+43.545° BEND W/REACT. BACK.STA. 0+88.445° BEND W/REACT. BACK.STA. 5+36.745° BENDW/REACT. BACK.STA. 5+72.745° BENDW/REACT. BACK.STA. 6+13.210" FIRELOOP LINESTA. 6+33.26" FH LINEEXISTING GROUND PROPOSED GRADE BUILDING #2 WATER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V. 10" P V C C 9 0 0 F I R E S E R V I C E L I N E & 4" D O M E S T I C W A T E R L I N E 0+00 0+50 575 580 585 590 595 600 605 575 580 585 590 595 600 605 F.F. = 601.0 INVERT = 589.0 (SEE ARCH PLANS)PS 2T.R. = 597.00INV. IN = 588.55BOT. BASIN = 5???0+00.00+39.0C.O.MH 2 (INSPECTION MH)T.R. = 597.5INV. IN = 588.75INV. OUT = 588.650+08.00+00.042.0 L.F. 8" PVC (SDR 26) @ 0.60% 1+00 8.0 L.F. 8" PVC (SDR 26) @ 1.25% EXISTING GROUND PROPOSED GRADE BUILDING #2 SANITARY SEWER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 585 590 595 600 605 610 615 620 585 590 595 600 605 610 615 620 5+80.2 = 22+32AIR VACUUM/RELASE VALVE24" SDPS 2T.R. = 597.00INV. IN = 588.55C/L OUT =BOT. BASIN = 5???0+00.0W 0+46.345° BEND0+70.045° BENDEXISTING GROUND PROPOSED GRADE 2" PVC ( S D R 2 1 ) S S F M BUILDING #2 SANITARY SEWER LATERAL (PRIVATE) 1" = 50' H., 1" = 5' V.P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-411 51 XX SP-23-____ Maryland 43404 03-14-2025 2023 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 570 575 580 585 590 595 600 605 610 615 620 BUILDING #1 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. 18" SD 18" SD 1' MIN. SEPARATION1' MIN. SEPARATIONSTA. 0+00 = STA. 54+50.610"x10"x10" TEE W/REACT.BACK. & 10" G.V.STA. 3+74.0 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 7+68 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 11+55.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 14+88.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 9+00 45° BENDW/REACT. BACK.STA. 9+84.9 45° BENDW/REACT. BACK.PROPOSED GRADE EXISTING GROUND 10" PVC C900 FIRE LOOP 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 21" SD 21" SD 18" SD1' MIN. SEPARATION1' MIN. SEPARATION1' MIN. SEPARATION1' MIN. SEPARATIONSTA. 14+88.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 17+50.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 21+37.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 25+33.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 29+29.42 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 16+76.9 45° BENDW/REACT. BACK.STA. 17+33.4 45° BENDW/REACT. BACK.BUILDING #1 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND 10" PVC C900 FIRE LOOP P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-412 52 XX SP-23-____ Maryland 43404 03-14-2025 2023SEE ABOVE FOR CONTINUATIONSEE BELOW FOR CONTINUATIONSEE SHEET C-413 FOR CONTINUATION 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 18" SD 18" SD 18" SD 1' MIN. SEPARATION1' MIN. SEPARATIONSTA. 33+25.4 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 36+39.5 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 40+23.2 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 43+55.7 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 36+29.5 45° BENDW/REACT. BACK.STA. 37+00.2 45° BENDW/REACT. BACK.STA. 44+12.2 45° BENDW/REACT. BACK.STA. 44+54.6 45° BENDW/REACT. BACK.BUILDING #1 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND 10" PVC C900 FIRE LOOP 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 570 575 580 585 590 595 600 605 610 615 620 18" SD 18" SD 1' MIN. SEPARATION1' MIN. SEPARATION8" S 10" & 4" W STA. 54+50.6 = STA. 0+0010"x10"x10" TEE W/REACT.BACK. & 10" G.V.STA. 47+08.6 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 51+04.6 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYBUILDING #1 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. PROPOSED GRADE EXISTING GROUND 10" PVC C900 FIRE LOOP P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-413 53 XX SP-23-____ Maryland 43404 03-14-2025 2023SEE ABOVE FOR CONTINUATIONSEE BELOW FOR CONTINUATIONSEE SHEET C-412 FOR CONTINUATION 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 585 590 595 600 605 610 615 620 625 BUILDING #2 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. 580 STA. 0+00 = STA. 36+72.710"x10"x10" TEE W/REACT.BACK. & 10" G.V.18" SD 1' MIN. SEPARATION15" SD 1' MIN. SEPARATIONSTA. 0+52.0 45° BENDW/REACT. BACK.STA. 1+22.7 45° BENDW/REACT. BACK.STA. 6+75.7 45° BENDW/REACT. BACK.STA. 7+90.7 45° BENDW/REACT. BACK.STA. 3+83.1 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 8+05.7 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 11+43.6 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLY2" S 10" & 4" W EXISTING GROUND PROPOSED GRADE 10" PVC C900 FIRE LOOP 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 BUILDING #2 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. 18" SD 1' MIN. SEPARATION18" SD 1' MIN. SEPARATION15" SD 1' MIN. SEPARATIONSTA. 25+70.3 45° BENDW/REACT. BACK.STA. 26+01.7 45° BENDW/REACT. BACK.STA. 19+05.6 45° BENDW/REACT. BACK.STA. 19+33.9 45° BENDW/REACT. BACK.STA. 15+41.6 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 18+80.6 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 22+48.9 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 25+70.3 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 29+26.7 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYEXISTING GROUND PROPOSED GRADE 10" PVC C900 FIRE LOOP P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-414 54 XX SP-23-____ Maryland 43404 03-14-2025 2023SEE ABOVE FOR CONTINUATIONSEE SHEET C-415 FOR CONTINUATIONSEE BELOW FOR CONTINUATION 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 585 590 595 600 605 610 615 620 625 BUILDING #2 WATER FIRE LOOP (PRIVATE) 1" = 50' H., 1" = 5' V. 580 24" SD 1' MIN. SEPARATIONSTA. 33+24.7 10"x10"x6"TEE W/REACT. BACK.& F.H. ASSEMBLYSTA. 36+72.7 = STA. 0+0010"x10"x10" TEE W/REACT.BACK. & 10" G.V.EXISTING GROUND PROPOSED GRADE 10" PVC C900 FIRE LOOP P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 41-55 CONSTRUCTIONPROFILES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION PROFILES C-415 55 XX SP-23-____ Maryland 43404 03-14-2025 2023SEE SHEET C-414 FOR CONTINUATION P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 56-58 CONSTRUCTIONDETAILS&NOTES_ESC.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION DETAILS & NOTES C-501 56 XX SP-23-____ Maryland 43404 03-14-2025 2023STANDARD STABILIZATION NOTES: Following initial soil disturbance or re-disturbance, permanent or temporary stabilization must be completed within: a.Three (3) calendar days as to the surface of all perimeter dikes, swales, ditches, perimeter slopes, and all slopes steeper than 3 horizontal to 1 vertical (3:1); and b.Seven (7) calendar days as to all other disturbed or graded areas on the project site not under active grading. FLOW POSTS CROSS SECTION ELEVATION STEP 1 STEP 2 UNDISTURBED GROUND 8 IN MIN. DEPTH INTO GROUND FENCE POST DRIVEN A MIN. OF 16 IN INTO THE GROUND JOINING TWO ADJACENT SILT FENCE SECTIONS (TOP VIEW) 6 FT MAX. CENTER TO CENTER 36 IN MIN. FENCE POST LENGTH DRIVEN MIN. 16 IN INTO GROUND 36 IN MIN. FENCE POST LENGTH STEP 3 STAPLE FENCE POST 18 IN MIN. ABOVE GROUND TWIST POSTS TOGETHERSTAPLE STAPLE STAPLE STAPLE STAPLE STAPLESTAPLE 16 IN MIN. HEIGHT OF WOVEN SLIT FILM GEOTEXTILE WOVEN SLIT FILM GEOTEXTILE EMBED GEOTEXTILE MIN. OF 8 IN VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF GEOTEXTILE. B A AA BBB ASF STANDARD SYMBOL DETAIL E-1 SILT FENCE MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE FINAL CONFIGURATION CONSTRUCTION SPECIFICATIONS 1.USE WOOD POSTS 134 X 134 ± 116 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. 2.USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. 3.USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. 4.PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS. 5.EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC. 6.WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 7.EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 8.REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE. 05 C-501 STANDARD UTILITY EROSION AND SEDIMENT CONTROL NOTES: 1.Contractor to only open up length of trench that can be constructed and backfilled in one working day in paved areas. 2.Contractor to place excavated material in a dump truck and hauled to an approved location to waste materials in paved areas. 3.Contractor to backfill trench with approved materials and stabilize disturbed areas the same working day. 4.In areas where the construction takes place outside of the existing roadbed, contractor to install silt fence along the downhill side of the trench before beginning construction and place excavated material from the trench on the uphill side. 5.If dewatering of the trench is required, contractor to pump water to a filter bag to dewater. 6.Contractor to sweep streets of any debris or sediments caused by construction operations and dispose of at an approved location. 7.Contractor to stabilize all disturbed areas with seed & mulch or appropriate street repair. TEMPORARY SEEDING SUMMARY HARDINESS ZONE (FIGURE B.3): 6b SEED MIXTURE (TABLE B.1)FERTILIZER RATE (10-20-20) LIME RATE NO.SPECIES APPLICATION RATE (lb/ac)SEEDING DATES SEEDING DEPTHS 1 Barley 96 Zone 6b: Mar 1-May 15/Aug 1-Oct 15 1"436 lb/ac. (10 lb/1000 s.f.) 2 tons/ac. (90 lb/1000 s.f.) PERMANENT SEEDING SUMMARY HARDINESS ZONE (FIGURE B.3): 6b SEED MIXTURE (TABLE B.1)FERTILIZER RATE (10-20-20) LIME RATE NO.SPECIES APPLICATION RATE (lb/ac) SEEDING DATES SEEDING DEPTH N P205 K20 6 Tall Fescue 40 Zone 6b: Mar 1-May 15/Aug 1-Oct 15 1/4"-1/2"45 lb/ac. (1 lb/1000 s.f.) 90 lb/ac. (2 lb/1000 s.f.) 90 lb/ac. (2 lb/1000 s.f.) 2 tons/ac. (90 lb/1000 s.f.) Perennial Ryegrass 25 White Clover 5 FILTER BAG MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES CONSTRUCTION SPECIFICATIONS 1.TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. 2.PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG. 3.CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. 4.REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE. 5.USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING: GRAB TENSILE 250 LB ASTM D-4632 PUNCTURE 150 LB ASTM D-4833 FLOW RATE 70 GAL/MIN/FT²ASTM D-4491 PERMITTIVITY (SEC-1)1.2 SEC-1 ASTM D-4491 UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355 APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751 SEAM STRENGTH 90%ASTM D-4632 6.REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. ELEVATION STANDARD SYMBOL DETAIL F-4 FILTER BAG STRAP PUMP DISCHARGE HOSE PLAN VIEW FILTER BAG STRAP 12 IN MIN. 02 C-501 IF SINKHOLES OCCUR ON SITE DURING CONSTRUCTION A GEOTECHNICAL ENGINEER SHALL BE CONTACTED. REMEDIATION OF ANY SINKHOLES SHALL BE UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER. 50 F T M I N . WASH RACK WATER SUPPLY WR 50 F T M I N . DRAIN CLEAN-OUTS TO A SEDIMENT TRAPPING DEVICE CONSTRUCTION SPECIFICATIONS 1.USE A WASH RACK DESIGNED AND CONSTRUCTED/MANUFACTURED FOR THE ANTICIPATED TRAFFIC LOADS. CONCRETE, STEEL, OR OTHER MATERIALS ARE ACCEPTABLE. PRE-FABRICATED UNITS SUCH AS CATTLE GUARDS ARE ACCEPTABLE. USE MINIMUM DIMENSION OF 6 FEET x 10 FEET. ORIENT DIRECTION OF RIBS AS SHOWN ON THE DETAIL. 2.INSTALL PRIOR TO, ALONG SIDE OF, OR AS PART OF THE SCE. 3.DIRECT WASH WATER TO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.KEEP AREA UNDER WASH RACK FREE OF ACCUMULATED SEDIMENT. IF DAMAGED, REPAIR OR REPLACE WASH RACK. PUBLIC ROAD OR OTHER STABLE SURFACE MOUNTABLE BERM ISOMETRIC VIEW- WASH RACK ALONG SCE ISOMETRIC VIEW - WASH RACK IN SCE 10 FT MIN. 10 FT MIN. 10 FT MIN. 10 FT 10 FT 10 FT 10 FT 6 F T MI N . SECTION A-A WASH RACK DRAIN CLEAN-OUTS TO A SEDIMENT TRAPPING DEVICE 6 FT MIN. WASH RACK WATER SUPPLY PUBLIC ROAD OR OTHER STABLE SURFACE MOUNTABLE BERM A A 6 F T MI N . 12 IN MIN. 12 IN MIN. STANDARD SYMBOLDETAIL B-2 WASH RACK OPTION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 01 C-501 PROFILE EXISTING PAVEMENT EARTH FILL PIPE (SEE NOTE 2) 5:1 5:1 PLAN VIEW EXISTING GROUND WIDTH10 FT MIN.10 FT MIN.10 FT MIN.MOUNTABLE BERM (6 IN MIN.)3 FT EDGE OF EXISTINGPAVEMENT 50 FT MIN. 50 FT MIN. LENGTH * SCE MIN. 6 IN OF 2 TO 3 IN AGGREGATE OVER LENGTH AND WIDTH OF ENTRANCE NONWOVEN GEOTEXTILE CONSTRUCTION SPECIFICATIONS 1.PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30 FEET FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET MINIMUM AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 2.PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE AS SPECIFIED ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS NOT LOCATED AT A HIGH SPOT. 3.PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS. 4.PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE (WITHOUT REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE. 5.MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS DIRECTED TO AN APPROVED SEDIMENT CONTROL PRACTICE. STANDARD SYMBOLDETAIL B-1 STABILIZED CONSTRUCTION ENTRANCE MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 8 FT MIN. 03 C-501 04 C-501 06 C-501 For sites 1.0 acre or more, the following are required: A.Maryland Department of the Environment, General Permit for Stormwater Associated with a Construction Activity, NPDES Permit Number MDRC, State Discharge Permit Number 14GP, or an Individual Permit. B.The Maryland Department of the Environment (General/Individual Permit - Notice of Intent- NOI) application and permit shall be posted and/or available on-site at all times. C.During construction, all soil erosion and sediment control practices (BMP's) shall be inspected and recorded on the “Standard Inspection Form”, “General Permit for Stormwater Associated with Construction Activity” per the Maryland Department of the Environment (General/Individual Permit - Notice of Intent - NOI). D.Following construction and release of the sight for soil erosion and sediment control by the Washington County Soil Conservation District, i.e., all portions of a site have been permanently stabilized, and all stormwater discharges from construction sites that are authorized by the permit are eliminated, the authorized permittee shall submit the Maryland Department of the Environment, General/Individual Permit - Notice of Termination-NOT. SOIL EROSION, SEDIMENT CONTROL & SEEDING NOTES 1.All soil erosion/sediment control measures shall comply with the “2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control” and the provisions of the approved plan. 2.All grading and stabilization shall comply with the “2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control”, “Section B - Grading and Stabilization” and the provisions of the approved plan. 3.All soil erosion and sediment control practices (BMP's) are to be constructed and/or installed prior to or at the initiation of grading in accordance with “2011 Maryland Standards and Specifications for Soil Erosion and Sediment Control”, and the approved plan. 4.A grading unit is the maximum contiguous area allowed to be graded at a given time and is limited to 20 acres. Work may proceed to a subsequent grading unit when at least 50 percent of the disturbed area in the preceding grading unit has been stabilized and approved by the enforcement authority and/or the Washington County Soil Conservation District (approval authority). Unless otherwise specified and approved by the approval authority, no more than 30 acres cumulatively may be disturbed at a given time. 5.For initial soil disturbance or re-disturbance, temporary or permanent stabilization must be completed within: a.Three (3) calendar days as to the surface of all perimeter dikes, swales, ditches, perimeter slopes, and all slopes steeper than 3 horizontal to 1 vertical (3:1); and b.Seven (7) calendar days as to all other disturbed or graded areas on the project site not under active grading. 6.Stockpiles must be stabilized in accordance within the 7 day stabilization requirement, as well as, Standard B-4-1 Incremental Stabilization and Standard B-4-4 Temporary Stabilization (as applicable). 7.All constructed channels and swales shall have specified treatment installed to the design flow depth completed downstream to upstream as construction progresses. An installation detail shall be shown on the plans. 8.All storm drain and sanitary sewer lines not in paved areas are to be mulched and seeded within 3 days of initial backfill unless otherwise specified on plans. 9.Electric Power, telephone, and gas lines are to be compacted, seeded, and mulched within 3 days after initial backfill unless otherwise specified on plans. 10.No slope shall be greater than 2:1. 11.As required by Section B, of the Maryland Standards and Specifications for Soil Erosion and Sediment Control, “Adequate Vegetative Stabilization”, is defined as 95 percent ground cover. The Washington County Soil Conservation District requires the project adhere to this for scheduling of the Final Site Closeout Review, and/or release of the site for soil erosion and sediment control. 12.All material hauled offsite or fill brought into the site shall come from a site with an approved and current soil erosion and control plan. 13.Filter bags are to be used to pump any sediment laden water to a stabilized outfall. P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 56-58 CONSTRUCTIONDETAILS&NOTES_ESC.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION DETAILS & NOTES C-502 57 XX SP-23-____ Maryland 43404 03-14-2025 2023ISOMETRIC VIEW 6 IN DEEP (MIN.) KEY IN TRENCH PREPARED SLOPE (SEEDBED) WITH SEED IN PLACE OVERLAP OR ABUT ROLL EDGES (TYP.) CONSTRUCTION SPECIFICATIONS 1.USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS DESIGNATED ON APPROVED PLANS. 2.USE TEMPORARY SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MONTHS MINIMUM) NATURAL OR MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS THROUGHOUT AND BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING AND NON-TOXIC TO VEGETATION AND SEED GERMINATION AND NON-INJURIOUS TO THE SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2 INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL. 3.SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 112 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM. 4.PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION & SEDIMENT CONTROL PLAN. 5.UNROLL MATTING DOWNSLOPE. LAY MAT SMOOTHLY AND FIRMLY UPON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING. 6.OVERLAP OR ABUT ROLL EDGES PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6 INCHES (MINIMUM), WITH THE UPSLOPE MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT. 7.KEY IN THE UPSLOPE END OF MAT 6 INCHES (MINIMUM) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END IN THE KEY. 8.STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 9.ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. 6 IN MIN. OVERLAP AT ROLL END (TYP.) STANDARD SYMBOLDETAIL B-4-6-B TEMPORARY SOIL STABILIZATION MATTING SLOPE APPLICATION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 02 C-502 FLOW 0% DEPTH DICTATED BY CHANNEL SECTION AT END OF APRON CHANNEL CROSS SECTION WILL TRANSITION FROM A-A TO B-B d/2 A B A B T THICKNESS (T) I II III RIPRAP SECTION A-A SECTION B-B PROFILE PLAN VIEW d/2EMBED GEOTEXTILE LINING A MIN. OF 4 IN 19 IN 32 IN 46 IN 6 IN 4 IN CLASS ROP1 H EXTEND RIPRAP TO A MIN. HEIGHT OF H NONWOVEN GEOTEXTILE OR STONE FILTER NONWOVEN GEOTEXTILE OR STONE FILTER NONWOVEN GEOTEXTILE OR STONE FILTER DISCHARGE TO SEMI CONFINED CHANNEL SECTION W W CONSTRUCTION SPECIFICATIONS 1.RIPRAP AND STONE MUST CONFORM TO THE SPECIFIED CLASS. 2.USE NONWOVEN GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS, AND PROTECT FROM PUNCTURING, CUTTING, OR TEARING. REPAIR ANY DAMAGE OTHER THAN AN OCCASIONAL SMALL HOLE BY PLACING ANOTHER PIECE OF GEOTEXTILE OVER THE DAMAGED PART OR BY COMPLETELY REPLACING THE GEOTEXTILE. PROVIDE A MINIMUM OF ONE FOOT OVERLAP FOR ALL REPAIRS AND FOR JOINING TWO PIECES OF GEOTEXTILE TOGETHER. 3.PREPARE THE SUBGRADE FOR GEOTEXTILE OR STONE FILTER (38 TO 112 INCH STONE FOR 6 INCH MINIMUM DEPTH) AND RIPRAP TO THE REQUIRED LINES AND GRADES. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY OF APPROXIMATELY THAT OF THE SURROUNDING UNDISTURBED MATERIAL. 4.EXTEND GEOTEXTILE AT LEAST 6 INCHES BEYOND EDGES OF RIPRAP AND EMBED AT LEAST 4 INCHES AT SIDES OF THE RIPRAP. 5.CONSTRUCT RIPRAP OUTLET TO FULL COURSE THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO AVOID DISPLACEMENT OF UNDERLYING MATERIALS. PLACE STONE FOR RIPRAP OUTLET IN A MANNER THAT WILL ENSURE THAT IT IS REASONABLY HOMOGENOUS WITH THE SMALLER STONES AND SPALLS FILLING THE VOIDS BETWEEN THE LARGER STONES. PLACE RIPRAP IN A MANNER TO PREVENT DAMAGE TO THE STONE FILTER BLANKET OR GEOTEXTILE. HAND PLACE TO THE EXTENT NECESSARY. 6.WHERE NO ENDWALL IS USED, CONSTRUCT THE UPSTREAM END OF THE APRON SO THAT THE WIDTH IS TWO TIMES THE DIAMETER OF THE OUTLET PIPE, AND EXTEND THE STONE UNDER THE OUTLET BY A MINIMUM OF 18 INCHES. 7.CONSTRUCT APRON WITH 0% SLOPE ALONG ITS LENGTH AND WITHOUT OBSTRUCTIONS. PLACE STONE SO THAT IT BLENDS IN WITH EXISTING GROUND. 8.MAINTAIN LINE, GRADE, AND CROSS SECTION. KEEP OUTLET FREE OF EROSION. REMOVE ACCUMULATED SEDIMENT AND DEBRIS. AFTER HIGH FLOWS INSPECT FOR SCOUR AND DISLODGED RIPRAP. MAKE NECESSARY REPAIRS IMMEDIATELY. STANDARD SYMBOLDETAIL D-4-1-A MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE La 6 IN 12 IN MIN. 4 IN 3 FT MIN. SLOPE TO DRAIN d ROCK OUTLET PROTECTION I 03 C-502 ISOMETRIC VIEW FLOWPREPARED SURFACE WITH SEED IN PLACE OVERLAP OR ABUT ROLL EDGE (TYP.)6 IN MIN. DEPTH KEY TRENCH FOR ROLL END (TYP.) 6 IN MIN. DEPTH KEY TRENCH FOR UPPER END OF DOWNSLOPE ROLL (TYP.) 6 IN MIN. OVERLAP AT ROLL END (TYP.) CONSTRUCTION SPECIFICATIONS 1.USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS DESIGNATED ON APPROVED PLANS. 2.USE TEMPORARY SOIL STABILIZATION MATTING MADE OF DEGRADABLE (LASTS 6 MONTHS MINIMUM) NATURAL OR MAN-MADE FIBERS (MOSTLY ORGANIC). MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS THROUGHOUT AND BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING AND NON-TOXIC TO VEGETATION AND SEED GERMINATION AND NON-INJURIOUS TO THE SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2 INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL. 3.SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 112 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM. 4.PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. 5.UNROLL MATTING IN DIRECTION OF WATER FLOW, CENTERING THE FIRST ROLL ON THE CHANNEL CENTERLINE. WORK FROM CENTER OF CHANNEL OUTWARD WHEN PLACING ROLLS. LAY MAT SMOOTHLY AND FIRMLY ON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING. 6.KEY-IN UPSTREAM END OF EACH MAT ROLL BY DIGGING A 6 INCH (MINIMUM) TRENCH AT THE UPSTREAM END OF THE MATTING, PLACING THE ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END. 7.OVERLAP OR ABUT THE ROLL EDGES PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6 INCHES (MINIMUM), WITH THE UPSTREAM MAT OVERLAPPING ON TOP OF THE NEXT DOWNSTREAM MAT. 8.STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 9.ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. DETAIL B-4-6-A TEMPORARY SOIL STABILIZATION MATTING CHANNEL APPLICATION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE TSSMC - *lb/ft² (* INCLUDE SHEAR STRESS) STANDARD SYMBOL04 C-502 CROSS SECTION INLET GRATE WIRE TIES 6 IN 6 IN 6 IN 6 IN OVERLAP 6 IN 6 IN PLAN / CUT AWAY VIEW NONWOVEN GEOTEXTILE AGIP 34 TO 112 IN STONE 34 TO 112 IN STONE NONWOVEN GEOTEXTILE CONSTRUCTION SPECIFICATIONS 1.USE NONWOVEN GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS. 2.LIFT GRATE AND WRAP WITH NONWOVEN GEOTEXTILE TO COMPLETELY COVER ALL OPENINGS. SECURE WITH WIRE TIES AND SET GRATE BACK IN PLACE. 3.PLACE CLEAN 34 TO 112 INCH STONE OR EQUIVALENT RECYCLED CONCRETE 6 INCHES THICK ON THE GRATE. 4.STORM DRAIN INLET PROTECTION REQUIRES FREQUENT MAINTENANCE. REMOVE ACCUMULATED SEDIMENT AFTER EACH RAIN EVENT TO MAINTAIN FUNCTION AND AVOID PREMATURE CLOGGING. IF INLET PROTECTION DOES NOT COMPLETELY DRAIN WITHIN 24 HOURS AFTER A STORM EVENT, IT IS CLOGGED. WHEN THIS OCCURS, REMOVE ACCUMULATED SEDIMENT AND CLEAN, OR REPLACE GEOTEXTILE AND STONE. MAXIMUM DRAINAGE AREA = 1 ACRE STANDARD SYMBOLDETAIL E-9 -2 AT-GRADE INLET PROTECTION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 14 IN HARDWARE CLOTH 14 IN GALVANIZED HARDWARE CLOTH C-502 01 TOP OF BANK SPACING, X 4 FT MIN. WEIR CROSS SECTION CHANNEL PROFILE CD SLOPE, S 4 TO 7 IN STONE (TYP.) HEIGHT TO WEIR CREST, Y 12 IN MIN. 2:1 2:1DEPTH OF DITCH,D APRON (TYP.) APRON (TYP.)4 TO 7 IN STONE 12 IN 20 IN 12 IN MIN. 8 INY=D/2 OR 2 FT MAX.12 IN LAYER OF WASHED AGGREGATE 6 IN MIN. NONWOVEN GEOTEXTILE NONWOVEN GEOTEXTILE NONWOVEN GEOTEXTILE CONSTRUCTION SPECIFICATIONS 1.PREPARE SWALES IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS DESCRIBED IN SECTION C-2, STANDARDS AND SPECIFICATIONS FOR TEMPORARY SWALE, OR AS SPECIFIED ON PLAN. 2.PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS, UNDER THE BOTTOM AND SIDES OF THE DAM PRIOR TO PLACEMENT OF STONE. CONSTRUCT THE CHECK DAM WITH WASHED 4 TO 7 INCH STONE OR EQUIVALENT RECYCLED CONCRETE (WITHOUT REBAR) WITH SIDE SLOPES OF 2:1 OR FLATTER AND A MINIMUM TOP WIDTH OF 12 INCHES. PLACE THE STONE SO THAT IT COMPLETELY COVERS THE WIDTH OF THE CHANNEL AND CHANNEL BANKS. FORM THE WEIR SO THAT TOP OF THE OUTLET CREST IS APPROXIMATELY 6 INCHES LOWER THAN THE OUTER EDGES. LINE THE UPSTREAM FACE OF THE DAM WITH A 1 FOOT THICK LAYER OF WASHED AGGREGATE (34 TO 112 INCH). 3.SET THE HEIGHT FOR THE WEIR CREST EQUAL TO ONE-HALF THE DEPTH OF THE CHANNEL OR DITCH. TO AVOID SCOUR THE MAXIMUM HEIGHT OF THE WEIR CREST MUST NOT EXCEED 2.0 FEET. 4.REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF OF THE HEIGHT OF THE WEIR CREST. MAINTAIN LINE, GRADE, AND CROSS SECTION. KEY IN GEOTEXTILE 6 IN KEY IN GEOTEXTILE 6 IN KEY IN GEOTEXTILE 6 IN KEY IN GEOTEXTILE 6 IN STANDARD SYMBOL DETAIL D-2 STONE CHECK DAM MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE C-502 05 RRP 11 ISOMETRIC VIEW PROFILE ALONG CENTERLINE SIDE SLOPE OF TRAP/BASIN 2:1 OR FLATTER 2:1 O R FL A T T E R COMPACTED EMBANKMENT SLOPE BET WEE N 4:1 AND 10:1TRAP/BASIN BOTTOM TRAP/BASIN BOTTOM 2 2 10 FT MIN. 10 FT MIN. 19 IN MIN. DEPTH OF CLASS I RIPRAP 4 FT MIN. 10 FT MIN. ENTRANCE SECTION 10 FT MIN. EXIT SECTION 0% SLOPE CROSS SECTION 1 1 1 FT MIN. DEPTH 2 2 19 IN MIN. DEPTH OF CLASS I RIPRAP4 FT MIN.NONWOVEN GEOTEXTILE NONWOVEN GEOTEXTILE CONSTRUCTION SPECIFICATIONS 1.PROVIDE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS, UNDER THE BOTTOM AND ALONG SIDES OF ALL RIPRAP. 2.CONSTRUCT INFLOW CHANNEL WITH CLASS I RIPRAP OR EQUIVALENT RECYCLED CONCRETE LINING TO A MINIMUM DEPTH OF 19 INCHES (2 x D50) AND A 1 FOOT DEEP FLOW CHANNEL. INFLOW RIPRAP PROTECTION CHANNEL MUST HAVE A TRAPEZOIDAL CROSS SECTION WITH 2:1 OR FLATTER SIDE SLOPES AND A 4 FOOT MINIMUM BOTTOM WIDTH. 3.INSTALL ENTRANCE AND EXIT SECTIONS AS SHOWN ON THE PROFILE. 4.BLEND RIPRAP INTO EXISTING GROUND. 5.MAINTAIN LINE, GRADE, AND CROSS SECTION. REMOVE ACCUMULATED SEDIMENT AND DEBRIS. KEEP POINTS OF INFLOW AND OUTFLOW FREE OF EROSION. STANDARD SYMBOLDETAIL D-3-1 RIPRAP INFLOW PROTECTION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 07 C-502 ISOMETRIC VIEW CONSTRUCTION SPECIFICATIONS 1.USE MATTING THAT HAS A DESIGN VALUE FOR SHEAR STRESS EQUAL TO OR HIGHER THAN THE SHEAR STRESS DESIGNATED ON APPROVED PLANS. 2.USE PERMANENT SOIL STABILIZATION MATTING MADE OF OPEN WEAVE SYNTHETIC, NON-DEGRADABLE FIBERS OR ELEMENTS OF UNIFORM THICKNESS AND DISTRIBUTION THROUGHOUT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING AND NON-TOXIC TO VEGETATION AND SEED GERMINATION AND NON-INJURIOUS TO THE SKIN. IF PRESENT, NETTING MUST BE EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND SUFFICIENTLY BONDED OR SEWN ON 2 INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL. 3.SECURE MATTING USING STEEL STAPLES OR WOOD STAKES. STAPLES MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 112 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH SECONDARY LEG, AND MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPE AT THE BOTTOM. 4.PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING OPERATIONS, UNLESS END OF WORKDAY STABILIZATION IS SPECIFIED ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. 5.UNROLL MATTING DOWN SLOPE. LAY MATTING SMOOTHLY AND FIRMLY UPON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING. 6.OVERLAP OR ABUT EDGES OF MATTING ROLLS PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 6 INCHES (MINIMUM), WITH THE UPSTREAM MAT OVERLAPPING ON TOP OF THE DOWNSLOPE MAT. 7.KEY IN THE TOP OF SLOPE END OF MAT 6 INCHES (MINIMUM) BY DIGGING A TRENCH, PLACING THE MATTING ROLL END IN THE TRENCH, STAPLING THE MAT IN PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END IN THE KEY. 8.STAPLE/STAKE MAT IN A STAGGERED PATTERN ON 4 FOOT (MAXIMUM) CENTERS THROUGHOUT AND 2 FOOT (MAXIMUM) CENTERS ALONG SEAMS, JOINTS, AND ROLL ENDS. 9.IF SPECIFIED BY THE DESIGNER OR MANUFACTURER AND DEPENDING ON THE TYPE OF MAT BEING INSTALLED, ONCE THE MATTING IS KEYED AND STAPLED IN PLACE, FILL THE MAT VOIDS WITH TOP SOIL OR GRANULAR MATERIAL AND LIGHTLY COMPACT OR ROLL TO MAXIMIZE SOIL/MAT CONTACT WITHOUT CRUSHING MAT. 10.ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT ARE CONTINUOUSLY MET IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. PSSMS - *lb/ft² (*INCLUDE SHEAR STRESS) FILL MAT VOIDS IF SPECIFIED (SEE NOTE 9) 6 IN MIN. OVERLAP AT ROLL END (TYP.) 6 IN DEEP (MIN.) KEY IN TRENCH PREPARED SLOPE WITH SEED IN PLACE OVERLAP OR ABUT ROLL EDGES (TYP.) STANDARD SYMBOLDETAIL B-4-6-D PERMANENT SOIL STABILIZATION MATTING SLOPE APPLICATION MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE 08 C-502 C-502 10 C-502 4 EROSION CONTROL MATTING EXISTING GRADE NOTE: 1. ALL SWALES TO BE LINED WITH EROSION CONTROL MATTING. TO DESIGN FLOW DEPTH 2. ALL DIMENSIONS LABELED AS MIN. ON THIS DETAIL MAY BE SUPERSEDED BY GREATER DIMENSIONS WHICH WOULD BE NOTED DIRECTLY ON PLAN, IF NECESSARY. 4" 18" MIN. SI D E 2 SIDE 1 6" BOTTOM LINER, AS SPECIFIED, SEE SHEET C-108 FOR DETAILS b c FLOW A-1 CROSS SECTION 2:1 SLOPE OR FLATTER 2:1 SLOPE OR FLATTER PLAN VIEW FLOW CHANNEL STABILIZATION GRADE TO PROVIDE REQUIRED FLOW WIDTH AND FLOW DEPTH a d CONTINUOUS GRADE0.5% MIN. TO 10% MAX. SLOPE PLACE DESIGNATION (e.g. A-1)ON FLOW CHANNEL SIDE OF DIKE. A-1 SEED WITH STRAW MULCH AND TACK. (NOT ALLOWED FOR CLEAR WATER DIVERSION.) A-2/B-2 SEED WITH SOIL STABILIZATION MATTING OR LINE WITH SOD. A-3/B-3 4 TO 7 INCH STONE OR EQUIVALENT RECYCLED CONCRETE PRESSED INTO SOIL A MINIMUM OF 7 INCHES AND FLUSH WITH GROUND. CONSTRUCTION SPECIFICATIONS 1.REMOVE AND DISPOSE OF ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SO AS NOT TO INTERFERE WITH PROPER FUNCTION OF EARTHDIKE. 2.EXCAVATE OR SHAPE EARTH DIKE TO LINE, GRADE, AND CROSS SECTION AS SPECIFIED. BANK PROJECTIONS OR OTHER IRREGULARITIES ARE NOT ALLOWED. 3.COMPACT FILL. 4.CONSTRUCT FLOW CHANNEL ON AN UNINTERRUPTED, CONTINUOUS GRADE, ADJUSTING THE LOCATION DUE TO FIELD CONDITIONS AS NECESSARY TO MAINTAIN POSITIVE DRAINAGE. 5.PROVIDE OUTLET PROTECTION AS REQUIRED ON APPROVED PLAN. 6.STABILIZE EARTH DIKE WITHIN THREE DAYS OF INSTALLATION. STABILIZE FLOW CHANNEL FOR CLEAR WATER DIVERSION WITHIN 24 HOURS OF INSTALLATION. 7.MAINTAIN LINE, GRADE, AND CROSS SECTION. REMOVE ACCUMULATED SEDIMENT AND DEBRIS, AND MAINTAIN POSITIVE DRAINAGE. KEEP EARTH DIKE AND POINT OF DISCHARGE FREE OF EROSION, AND CONTINUOUSLY MEET REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. 8.UPON REMOVAL OF EARTH DIKE, GRADE AREA FLUSH WITH EXISTING GROUND. WITHIN 24 HOURS OF REMOVAL STABILIZE DISTURBED AREA WITH TOPSOIL, SEED, AND MULCH, OR AS SPECIFIED ON APPROVED PLAN. DIKE TYPE A a - DIKE HEIGHT b - DIKE WIDTH c - FLOW WIDTH d - FLOW DEPTH 18 IN MIN. 24 IN MIN. 4 FT MIN. 12 IN MIN. 30 IN MIN. 36 IN MIN. 6 FT MIN. 24 IN MIN. EXISTING GROUND STANDARD SYMBOL DETAIL C-1 EARTH DIKE MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE B 09 C-502 SIDE DITCH - (FIRST ORDER OF BUSINESS/SEE EMBANKMENT NOTE) PHASE 1 EMBANKMENT FINAL PHASE EMBANKMENT PHASE 2 EMBANKMENT EXISTING GROUND Incremental Stabilization of Embankments - Fill Slopes 1.Embankments shall be constructed in lifts as prescribed on the plans. 2.Slopes shall be stabilized immediately when the vertical height of the multiple lifts reach 15', or when the grading operation ceases as prescribed in the plans. 3.At the end of each day, temporary berms and pipe slope drains should be constructed along the top edge of the embankment to intercept surface runoff and convey it down the slope in a non-erosive manner to a sediment trapping device. Construction Sequence 1.Excavate and stabilize all temporary swales, side ditches, or berms that will be used to divert runoff around the fill. Construct Slope Silt Fence on low side of fill as shown above, unless other methods shown on the plans address this area. 2.Place Phase 1 embankment, dress and stabilize 3.Place Phase 2 embankment, dress and stabilize. 4.Place Final Phase embankment, dress and stabilize. Overseed previously seeded areas as necessary. NOTE: Once the placement of fill has begun the operation should be continuous from grubbing through the completion of grading and placement of topsoil (if required) and permanent seed and mulch. Any interruptions in the operation or completing the operation out of the seeding season will necessitate the application of temporary stabilization. G - 20 - 7 INCREMENTAL STABILIZATION - FILL PAGEU.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION TEMPORARY BERM TO BE PLACED AT THE END OF EACH WORK DAY TO BE USED UNTIL SIDE SLOPE IS COMPLETELY STABILIZED.SLOPE SILT FENCE SEE DETAIL (FIRST ORDER OF BUSINESS/SEE EMBANKMENT NOTE C-502 11 NOT TO SCALE HAUL ROAD APPROVED SUBGRADE 95% MODIFIED PROCTER NON-WOVEN GEOTEXTILE 6" SECTION NO 2/3 STONE (OR APPROVED EQUIVALENT) C-502 11 EXISTING GROUND BAFFLE DETAIL 6 IN MIN. 4 FT CENTER TO CENTER BB POSTS MINIMUM 4 IN SQUARE OR 5 IN ROUND SET AT LEAST 3 FT INTO THE GROUND SHEETS OF 4 FT x 8 FT x 12 IN CDX EXTERIOR GRADE PLYWOOD OR EQUIVALENT SET ELEVATION AT 12 OF THE DRY STORAGE (WET STORAGE ELEVATION + DRY STORAGE ELEVATION / 2) OR 6 IN BELOW WEIR CREST (OUTLET) WHICHEVER IS LOWER STANDARD SYMBOL DETAIL G-2-4 BAFFLE BOARDS MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL 2011U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE BAFFLES ARE REQUIRED TO PROVIDE A FLOW LENGTH BETWEEN INFLOW POINT AND OUTLET EQUAL TO TWICE THE EFFECTIVE TRAP/BASIN WIDTH. WET POOL RISER (OUTLET) BAFFLE BOARD INFLOW POINT RISER (OUTLET) INFLOW POINT BAFFLE BOARD WET POOL Le=L1+L2 RISER (OUTLET) INFLOW POINT BAFFLE BOARD PLAN VIEWS WET POOL INFLOW POINT BAFFLE BOARD 10 C-502 DETAIL H-6 ONSITE CONCRETE WASHOUT STRUCTUREC-502 6 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 56-58 CONSTRUCTIONDETAILS&NOTES_ESC.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' CONSTRUCTION DETAILS & NOTES C-503 58 XX SP-23-____ Maryland 43404 03-14-2025 2023NOTES: 1. CONTRACTOR TO BRICK WEIR WALL CRESTS TO CORRECT ELEVATIONS AS SHOWN PER THIS SHEET. BRICK TO BE REMOVED FROM WEIR WALL CRESTS ONCE SITE HAS BEEN STABILIZED AND SEDIMENT BASINS HAVE BEEN CONVERTED TO FINAL STORMWATER MANAGEMENT FACILITIES. SEE SHEET C-306 FOR FINAL WEIR WALL CONDITIONS. 2. ONCE SEDIMENT BASINS HAVE BEEN CONVERTED TO FINAL STORMWATER MANAGEMENT FACILITIES, STEEL PLATES AND DRAW-DOWN DEVICES ARE TO BE REMOVED. 3. ALL DRAW-DOWN DEVICES TO BE SUPPORTED BY 1" STEEL ANGLE STAKES SECURED BY 12GA WIRE SPACED 5' ON CENTER. SEDIMENT BASIN SEQUENCE OF CONSTRUCTION (TYPICAL): 1.CONTRACTOR TO ACCESS SEDIMENT BASIN LOCATIONS USING THE HAUL ROADS. 2.CONTRACTOR TO CLEAR/GRUB AREA NECESSARY TO REACH THE PROPOSED BERMS OF THE BASINS. 3.CONTRACTOR TO EXCAVATE FOR CLAY CUTOFF TRENCH. WITH TRENCH OPEN, CONTRACTOR TO CALL FOR INSPECTION FROM WASHINGTON COUNTY AND DESIGN ENGINEER. 4.CONTRACTOR TO BEGIN CONSTRUCTION OF THE OUTLET STRUCTURE. INSTALL DRAW-DOWN DEVICE AS SHOWN ON THIS SHEET AS WELL AS OUTLET PROTECTION ON THE DOWNSTREAM SIDE OF THE STRUCTURE. 5.WITH OUTLET STRUCTURE IN PLACE, CONTRACTOR TO BEGIN CONSTRUCTION OF BERM STARTING WITH CLAY CUTOFF TRENCH. 5.1.BERMS A2, B2 SHALL HAVE RIPRAP OUTLET STRUCTURE IN LIEU OF WEIR WALL OUTLET STRUCTURE. SEE DETAIL THIS SHEET. 6.UPON REACHING FINAL GRADE OF THE BERM, STABILIZE WITH SEED/MULCH AND TEMPORARY MATTING AS SHOWN ON THE PLANS. DETAIL G-2-6 SEDIMENT BASIN SCHEMATIC HORIZONTAL DRAW-DOWN DEVICE 1 C-503 C-503 SEDIMENT BASIN 'B' TEMPORARY DRAW-DOWN DEVICE 50 L.F. 8" PVC WITH 4 ROWS OF 1"Æ PERFORATIONS @ 60/ROW PERFORATIONS TO BE SPACED 6" ON CENTER ELEV = 570.10 (Wet Storage Elev.) ELEV = 572.00 (Riser Crest) 8" WATERTIGHT CAP8" PVC (sch 40) ELEV = 569.55 (Cleanout Elev.) 1" STEEL ANGLE STAKES SECURED BY 12 ga WIRE @ 5' O.C. OUTLET STRUCTURE WRAP PERFORATED PIPE W/ 12" HARDWARE CLOTH AND CLASS E GEOTEXTILE FABRIC ATTACH TO STRUCT. WITH FLANGE & SEAL WITH BUTLY RUBBER CAULK BLOCK 2" ORIFICE WITH 6"x 6" 12 ga STEEL PLATE & SEAL WITH BUTLY RUBBER CAULK 8" ORIFICE FOR DRAW-DOWN DEVICE (TO BE BRICK AND MORTARED SHUT WHEN CONVERTED TO PERMANENT S.W.M. FACILITY) C-503 SEDIMENT BASIN 'C' TEMPORARY DRAW-DOWN DEVICE C-503 SEDIMENT BASIN 'D' TEMPORARY DRAW-DOWN DEVICE 6 L.F. 4" PVC WITH 4 ROWS OF 1"Æ PERFORATIONS @ 60/ROW PERFORATIONS TO BE SPACED 6" ON CENTER ELEV = 587.75 (Wet Storage Elev.) ELEV = 589.75 (Riser Crest) 4" WATERTIGHT CAP4" PVC (sch 40) ELEV = 587.38 (Cleanout Elev.) 1" STEEL ANGLE STAKES SECURED BY 12 ga WIRE @ 5' O.C. OUTLET STRUCTURE WRAP PERFORATED PIPE W/ 12" HARDWARE CLOTH AND CLASS E GEOTEXTILE FABRICATTACH TO STRUCT. WITH FLANGE & SEAL WITH BUTLY RUBBER CAULK 6" ORIFICE INV. 585.75 ELEV = 575.15 (Wet Storage Elev.) ELEV = 576.75 (Riser Crest) 8" WATERTIGHT CAP8" PVC (sch 40) ELEV = 574.33 (Cleanout Elev.) 1" STEEL ANGLE STAKES SECURED BY 12 ga WIRE @ 5' O.C. WEIR WALL OUTLET STRUCTURE ATTACH TO STRUCT. WITH FLANGE & SEAL WITH BUTLY RUBBER CAULK BLOCK 3" ORIFICE WITH 6"x 6" 12 ga STEEL PLATE & SEAL WITH BUTLY RUBBER CAULK BLOCK 8"x 8'-0" ORIFICE WITH 12"x 8'-6" 12 ga STEEL PLATE & SEAL WITH BUTLY RUBBER CAULK 30 L.F. 8" PVC WITH 4 ROWS OF 1"Æ PERFORATIONS @ 60/ROW PERFORATIONS TO BE SPACED 6" ON CENTER WRAP PERFORATED PIPE W/ 12" HARDWARE CLOTH AND CLASS E GEOTEXTILE FABRIC C-503 SEDIMENT BASIN 'A' TEMPORARY DRAW-DOWN DEVICE ELEV = 575.05 (Wet Storage Elev.) ELEV = 577.75 (TOP WALL) 6" WATERTIGHT CAP6" PVC (sch 40) ELEV = 574.53 (Cleanout Elev.) 1" STEEL ANGLE STAKES SECURED BY 12 ga WIRE @ 5' O.C. WEIR WALL OUTLET STRUCTURE ATTACH TO STRUCT. WITH FLANGE & SEAL WITH BUTLY RUBBER CAULK BLOCK 9" x 10'-0" WEIR WITH 12" x 10'-6" 12 ga STEEL PLATE & SEAL WITH BUTLY RUBBER CAULK 30 L.F. 8" PVC WITH 4 ROWS OF 1"Æ PERFORATIONS @ 60/ROW PERFORATIONS TO BE SPACED 6" ON CENTER WRAP PERFORATED PIPE W/ 12" HARDWARE CLOTH AND CLASS E GEOTEXTILE FABRIC ELEV = 576.00 0'-6" x 8'-0" RECTANGULAR ORIFICE ELEV = 577.00 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-504 59 XX SP-23-____ Maryland 43404 03-14-2025 2023 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-505 60 XX SP-23-____ Maryland 43404 03-14-2025 2023 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-506 61 XX SP-23-____ Maryland 43404 03-14-2025 2023NOTES: 1.PRELIMINARY METER CHAMBER 10" FIRE/4" DOMESTIC. CONTRACTOR SHALL PROVIDE DETAILED CHAMBER SUBMITTAL FOR REVIEW AND APPROVAL BY ANTRIM TOWNSHIP MUNICIPAL AUTHORITY. 2.A TOUCH READ PAD, COMPATIBLE WITH ANTRIM TWP.'S TOUCH READER MUST BE PROVIDED. A 4" G.V. W/VALVE BOX IS REQD. PRIOR TO CHAMBER. DETAILED CHAMBER SUBMITTAL SHALL INCLUDE DETAILS OF FITTINGS FROM 10" LINE TO CHAMBER NOTES: (1) Install as high as practical in manhole to avoid seasonal high water tables. AIR VALVE MANHOLE DETAIL BRASS PIPE (2) Air valve shall be combination air valve, cast-iron body and cover, stainless steel float, stainless steel lever mechanism and stainless steel trim with Buna-N-Seat. Maximum working pressure of 150 psi and 2-inch inlet size. Valves shall be Val-Matic series 200, APCO, G. A. Industries or approved equal. PLUG NOTE: WHERE MAIN LINE VALVE LOCATED NEAR BLOW OFF NO CURB STOP AND BOX TO BE PROVIDED PER OWNER APPROVAL. STANDARD METER VAULT NOT TO SCALE HYDRANT W/BREAK AWAY FLANGE AMERICAN DARLING MODEL B-62 OR APPROVED EQUAL 1 - 4 1/2" PUMPER NOZZLE 2 - 2 1/2" HOSE NOZZLES THREAD TYPE - NATIONAL STANDARD COLOR - RED PENTAGON OPERATING NUT MECHANICAL JOINTS WITH WEDGE ACTION RETAINER GLANDS OR FIELD LOK GASKETS (THIS IS FOR THE ENTIRE LENGTH OF THE HYDRANT LATERALS) 6" D.I. PIPE CONCRETE REACTION BACKING1'-6"FIRE HYDRANT ASSEMBLY NOT TO SCALE DESCRIPTION OF ITEMS 6" SS VENT WITH SS INSECT SCREEN 48" x 72" ALUMINUM ACCESS HATCH (INSULATED) WITH H-20 LOADING (CENTERED OVER DOMESTIC WATER METER) PAD LOCK UNDER SEALED PLUG FLANGED DI TEE (HORIZ) GATE VALVE WATER METER DOUBLE CHECK VALVE ASSEMBLY 1' SPOOL PIECE (FLG x PE) WITH MEGA FLANGE FLANGE ADAPTOR DOUBLE CHECK DETECTOR ASSEMBLY W/ STANDON PIPE SS PIPE SUPPORT UNDER CENTER FLANGE DI PIPE (FLG x PE) 24" x 24" x 8 " DEEP SUMP HOLE 6" SS WALL PIPE (FLG x FLG x TAPPED FLG) AL LADDER WITH LADDER UP SAFETY POST PRECAST CONCRETE CHAMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 EXAMPLE NOT TO BE USED AS APPROVED, ACTUAL SIZES, MANUFACTURERS, MODELS, AND DETAILS MAY CHANGE. FOR PRELIMINARY PURPOSES ONLY. (SEE PLAN FOR VALVE LOCATION) NOT TO SCALE BACKFILL WITH TYPE 57 STONE AROUND PIPE PAVED AREAS (AREAS OF VEHICULAR TRAFFIC) 6" TYPE 57 STONE BEDDING 1' MIN TYPE 57 STONE BACKFILL BACKFILL WITH TYPE 57 STONE AROUND PIPE 6" TYPE 57 STONE BEDDING 1' MIN TYPE 57 STONE BACKFILL UNPAVED AREAS DIRT FILL NO ROCKS 2 RC STONE BACKFILL 6" TOPSOIL 1.ANTRIM TOWNSHIP ROAD CONSTRUCTION SPECIFICATIONS SHALL BE FOLLOWED WHEN CONSTRUCTING A ROAD OVER ANY SANITARY SEWER LINE. 2RC STONE BACKFILL TO SUBGRADE LEVEL 2" SUPERPAVE 12.5mm PENN DOT APPROVED WEARING COURSE 2" SUPERPAVE 19mm MIX PENN DOT APPROVED 6" PENN DOT APPROVED SUPERPAVE 25MM MIX BASE COURSE 10" 2A PENN DOT APPROVED COMPACTED SUBBASE TYPICAL BACKFILL SECTION NOTE: SEE SHEET C-509 MATCH NORMAL OR HEAVY DUTY PAVEMENT SECTION FOR SITE PAVED AREAS ANTRIM TOWNSHIP MUNICIPAL AUTHORITY NOTES: 1.ALL SANITARY SEWER and/or WATER CONSTRUCTION SHALL BE PERFORMED TO THE ATMA SEWER and/or WATER CONSTRUCTION SPECIFICATIONS IN PLACE AT THE ACTUAL TIME OF CONSTRUCTION. 2.FOR SANITARY SEWER MAINS AND LATERALS AND WATER MAINS AND LATERALS LOCATED IN FILL AREAS, THE SOIL SHALL BE COMPACTED IN 8” LIFTS. THE LIFTS SHALL BE COMPLETED FOR THE ENTIRE LENGTH OF MAIN AND LATERAL IN THE FILL AREA AND SHALL NOT BE LEFT EXPOSED FOR ANY EXTENDED PERIOD DF TIME. THE AUTHORITY RESERVES THE RIGHT TO REQUIRE COMPACTION TESTNG IF IT DEEMS THE COMPACTION INSUFICIENT. 3.ALL NON-RESIDENTIAL PROPERTY MUST INSTALL A WATER METER ON ALL WATER SOURCES. 4.ALL NON-RESIDENTIAL USERS MUST CONFORM TO THE ANTRIM TOWNSHIP ORDINANCE REGARDING "PRE-TREATMENT" OF SEWAGE DISCHARGE. 5.THE ATMA RESERVES THE RIGHT TO REVIEW THE EDU CALCULATIONS FOR ANY LOT WHICH IS FOR NON-RESIDENTIAL USE AND MAKE THE NECESSARY ADJUSTMENTS TO THE NUMBER OF EDUs ASSIGNED FOR THE PURPOSE OF DETERMINING THE CORRECT CAPACITY UTILIZED BY THE PROPERTY OF THE ATMA WASTEWATER TREATMENT FACILITY. THIS REVIEW WILL BE COMPLETED EVERY TWO YEARS AFTER THE DATE OF FINAL BOARD OF SUPERVISORS APPROVAL OF THE LAND DEVELOPMENT PLAN, UPON COMMENCING OPERATIONS. THE EDU CALCULATION WILL BE BASED ON THE ADDITIONAL FLOWS FOR, THE WATER METER READINGS TAKEN FOR THE PROPERTY. THE APPLICANT AGREES THAT THE EDU CALCULATION SHALL EE BASED ON THE FLOWS FROM THE 13TH TO 24TH MONTHS FOLLOWING INSTALLATION OF THE WATER METER, FOR WHICH DATA IS AVAILABLE. 6.THE ATMA SANITARY SEWER AND WATER RIGHTS OF WAY MAY BE PLANTED IN LAWN AND SMALL SHRUBS (LESS THAN 5 FEET TALL AT MATURITY) OR MAY BE USED FOR NORMAL AGRICULTURAL PURPOSES. HOWEVER, SHRUBS ARE NOT ALLOWED WITHIN S FEET ON EACH SIDE OF THE PIPELINE. FURTHERMORE, THE PLANTING OF LARGE SHRUBBERY OR TREES WITHIN THE RIGHTS OF WAY IS PROHIBITED. 7.ANY BLASTING PROPOSED WITHIN 300 FEET OF ATMA RIGHTS OF WAY AND FACILITIES MUST HAVE PRIOR WRITTEN CONSENT FROM THE AUTHORITY. 8.THE OWNER GRANTS THE RIGHT TO ATMA TO ACCESS THE PROPERTY FOR THE PURPOSE OF COLLECTING SAMPLES FROM THE WASTE STREAM AT BOTH OF THE INSPECTION MANHOLE LOCATIONS AND THE RIGHT TO ACCESS AND PROVIDE MAINTENANCE IF NECESSARY ON ANY GRINDER PUMP INSTALLATION, AS APPLICABLE. 9.THE OWNER GRANTS THE RIGHT TO ATMA TO ACCESS THE PROPERTY FACILITIES FOR THE PURPOSE OF COLLECTING POTABLE WATER SAMPLES AS NECESSARY. 10.THE OWNER SHALL ENTER INTO THE REQUIRED SEWER and/or WATER SERVICE CONNECTION AGREEMENT WITH ATMA. 11.THE CONTRACTOR IS RESPONSIBLE FOR KEEPING AS BUILT RECORDS DURING CONSTRUCTION PER THE ATMA STANDARD SEWER and/or WATER SPECIFICATIONS REGARDING COORDINATE LOCATION AND ELEVATION. THIS INFORMATION MUST BE SAVED IN DIGITAL FORMAT TD BE PROVIDED TO ATMA UPON COMPLETION OF THE PROJECT. HORIZONTAL LOCATION COORDINATES SHALL BE IN THE PA STATE PLANE NAD 83 SOUTH ZONE. COPIES OF THE AS BUILT ARE TO BE PROVIDED WITH CHANGES SHOWN IN RED INK TO THE ENGINEER FOR FINAL REVIEW AND APPROVAL PRIOR TD SUBMITTING TO ATMA. 12.ATMA INSPECTOR MUST BE PRESENT FOR THE TAPPING SLEEVE/C0LLAR INSTALLATION AT THE TIE IN LOCATION ON THE EXISTING SEWER and/or WATER LINE. 13.ATMA INSPECTIONS AMD TESTING WILL BE PER THE ATMA SANITARY SEWER and/or WATER CONSTRUCTION SPECIFICATIONS. 14.ALL MATERIALS MUST CONFORM TO ASTM OR CURRENT ATMA SPECIFICATIONS AS SPECIFIED ON THE DRAWINGS. 15.THE CONTRACTOR MUST PROVIDE ALL EQUIPMENT NECESSARY FOR THE PROPER TESTING OF ALL NEW FACILITIES AS REQUIRED BY ATMA. 16.ALL PROPOSED PUBLIC SEWER/WATER INFRASTRUCTURE SHALL BE OFFERED, ALONG WITH DEED OF DEDICATION AND AS-BUILT DRAWING, AS REFERENCED IN THE ANTRIM TOWNSHIP MUNICIPAL AUTHORITY SEWER CONSTRUCTION SPECIFICATIONS, FOR DEDICATION TO THE ANTRIM TOWNSHIP MUNICIPAL AUTHORITY UPON COMPLETION OF CONSTRUCTION. 17.SEWER LINES ARE REQUIRED TO BE TELEVISED AND MANDREL TESTED NO SOONER THAN 30 DAYS FROM THE TIME OF BACKFILL. 18.NO SEWER/WATER PERMITS SHALL BE OBTAINED AND NO SEWER/WATER TAPS SOLD UNTIL THE SEWER LINES ARE OFFERED FOR DEDICATION AND ACCEPTED BY THE ATMA. 19.ANY DAMAGE TO EXISTING ATMA UTILITIES INFRASTRUCTURE SHALL BE REPAIRED BY THE DEVELOPER TO ATMA UTILITIES SPECIFICATIONS IN PLACE AT THE TIME OF ACTUAL CONSTRUCTION. 20.AN AGREEMENT IS NEEDED FOR THE SEWER and/or WATER LINES TO BE DEDICATED TO ATMA UNDER BLACKTOP or OTHER OBSTRUCTIONS. ATMA RESOLUTION NO. 2021-01 This Resolution made by the Antrim Township Municipal Authority on February 22, 2021 in a regular session of said Authority, it is hereby resolved, as follows: AN APPLICATION FOR PUBLIC WATER WHICH INCLUDES A FIRE SUPPRESSION USE THAT IS GREATER THAN OR EQUAL TO 500 GALLONS PER MINUTE REQUIRES A FIRE SUPPRESSION STORAGE TANK, APPROPRIATELY SIZED FOR THE DEVELOPMENT, SO AS TO NOT CREATE FLOW DEMAND ON THE SYSTEM OF GREATER THAN OR EQUAL TO 500 GALLONS PER MINUTE, TO BE INSTALLED AT APPLICANT'S EXPENSE. THE FUTURE USER/DEVELOPER OF THE PROPOSED BUILDING SHALL PROVIDE SIZING/CALCULATIONS FOR THE FIRE SUPPRESSION STORAGE TANK TO THE A.T.M.A. FOR REVIEW/APPROVAL. P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-507 62 XX SP-23-____ Maryland 43404 03-14-2025 2023CONCRETE REACTION BACKINGS REDUCER ALL CONCRETE SHALL BE HIGH EARLY STRENGTH. IF TEST PRESSURES EXCEED 150 PSI, DESIGN REACTION BACKINGS ACCORDINGLY. P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-508 63 XX SP-23-____ Maryland 43404 03-14-2025 2023ANTRIM TOWNSHIP MUNICIPAL AUTHORITY NOTES: 1.ALL SANITARY SEWER CONSTRUCTION SHALL BE PREFORMED TO THE ATMA SEWER CONSTRUCTION SPECIFICATIONS IN PLACE AT THE ACTUAL TIME OF CONSTRUCTION. 2.FOR SANITARY SEWER MAINS AND LATERALS LOCATED IN FILL AREAS, THE SOIL SHALL COMPACTED IN 8" LIFTS. THE LIFTS SHALL BE COMPLETED FOR THE ENTIRE LENGTH OF MAIN AND LATERAL THE FILL AREA AND SHALL NOT BE LEFT EXPOSED FOR ANY EXTENDED PERIOD OF TIME. THE AUTHORITY RESERVES THE RIGHT TO REQUIRE COMPACTION TESTING IF IT DEEMS THE COMPACTION INSUFFICIENT. 3.THE ATMA SANITARY SEWER AND OR WATER RIGHTS OF WAY MAY BE PLANTED IN LAWN AND SMALL SHRUBS (LESS THAN 5 FEET TALL AT MATURITY) OR MAY BE USED FOR NORMAL AGRICULTURAL PURPOSES. HOWEVER, SHRUBS ARE NOT ALLOWED WITHIN 5 FEET ON EACH SIDE OF THE PIPELINE. FURTHERMORE, THE PLANTING OF LARGE SHRUBBERY OR TREES WITHIN THE RIGHT OF WAY, IS PROHIBITED. 4.ANY BLASTING PROPOSED WITHIN 300 FEET OF ANTRIM TOWNSHIP MUNICIPAL AUTHORITY RIGHTS OF WAY AND FACILITIES MUST HAVE PRIOR WRITTEN CONSENT FROM AUTHORITY. 6" MIN. (TYP.)6"MIN.(TYP.)CONCRETE WELL-COMPACTED EARTH OR UNDISTURBED MATERIAL NOT TO SCALE CONCRETE ENCASEMENT SECTION NOTE: EXTEND CONCRETE ENCASEMENT OF CONDUIT 5 FEET BEYOND THE CROSSING FACILITY. CONDUIT TO BE ENCASED 6" MIN. (TYP.)6"MIN.(TYP.)CONCRETE WELL-COMPACTED EARTH OR UNDISTURBED MATERIAL NOT TO SCALE CONCRETE ENCASEMENT SECTION NOTE: EXTEND CONCRETE ENCASEMENT OF CONDUIT 5 FEET BEYOND THE CROSSING FACILITY. CONDUIT TO BE ENCASED O.D. OF PIPE ANTRIM TOWNSHIP MUNICIPAL AUTHORITY GRAVITY SEWER IN-LINE CLEANOUT NOT TO SCALE ANTRIM TOWNSHIP MUNICIPAL AUTHORITY BOLT - SLOT NOT TO SCALE PROVIDE LONG RADIUS SWEEP FLAT TOP SLAB SHALL BE USED FOR M.H. LESS THAN 6 FT. HIGH ANTRIM TOWNSHIP MUNICIPAL AUTHORITY MANHOLE LID ASSEMBLY NOT TO SCALE SEWER FACILITY NOTES 1.NO DRAINS CARRYING SURFACE OR GROUNDWATER SHALL BE CONNECTED TO THE SANITARY SEWER. 2.NO PERSON SHALL UNCOVER, CONNECT WITH, MAKE ANY OPENING OR USE, ALTER, OR DISTURB ANY SEWER OR ANY PART OF THE SEWER SYSTEM WITHOUT A PERMIT. 3.NO BUILDING SEWER SHALL BE COVERED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE TOWNSHIP. ANY PART OF A BUILDING SEWER THAT IS COVERED BEFORE IT IS INSPECTED SHALL BE UNCOVERED FOR INSPECTION AT THE COST AND EXPENSE OF THE PROPERTY OWNER. 4.EVERY EXCAVATION FOR A BUILDING SEWER SHALL BE GUARDED WITH BARRICADES TO PROTECT ALL PERSONS FROM DAMAGE OR INJURY. ANY STREET, SIDEWALK OR OTHER PUBLIC PROPERTY DISTURBED IN THE COURSE OF INSTALLATION SHALL BE RESTORED AT THE OWNER'S COST AND EXPENSE TO THE SATISFACTION OF THE TOWNSHIP. 5.BUILDING FLOOR DRAINS SHALL NOT BE CONNECTED TO THE SEWER SYSTEM EXCEPT IN MAINTENANCE AREAS WHERE GREASE AND SAND INTERCEPTORS ARE PROVIDED. 6.THE OWNER OF THE IMPROVED PROPERTY SERVED OR TO BE SERVED OR HIS DULY AUTHORIZED AGENT SHALL: A. APPLY FOR AND OBTAIN A PERMIT TO CONNECT. B. NOTIFY TOWNSHIP SECRETARY OF DESIRE AND INTENTION TO CONNECT. C. PROVIDE 24 HOURS NOTICE TO APPROPRIATE TOWNSHIP OFFICIAL OF TIME WHEN CONNECTION WILL BE MADE. D. FURNISH SATISFACTORY EVIDENCE TO TOWNSHIP SECRETARY THAT ANY TAPPING OR CONNECTION FEES HAVE BEEN PAID TO THE AUTHORITY. P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 59-64 CONSTRUCTIONDETAILS&NOTES.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 CAD 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 AS SHOWN CONSTRUCTION DETAILS & NOTES C-509 64 XX SP-23-____ Maryland 43404 03-14-2025 2023NOT TO SCALE CURB - CONCRETE - 6" 6" 6" 9" 1'-6" TURF OR SIDEWALK (CONCRETE SIDEWALK WILL REQUIRE 12" EXPANSION JOINT TO BE INSTALLED) 1" TOOLED RADIUS CONCRETE CURB PAVEMENT C-509 06 NOT TO SCALE HANDICAPPED - SIGNAGE - MD VAN ACCESSIBLE 10" DIAMETER CON. FOOTER 3'-0" DEEP SLOPE CONCRETE AWAY FROM POST NO PARKING IN ACCESS AISLE RESERVED PARKING MAXIMUM FINE $500 12"12" 18" 8'-0" ABOVE GRADE 10" NOTES: Use appropriate arrow plate. Colors: Background (white), Text & Boarder (green), Symbol (white on a blue background). Reference state of Maryland standard highway sign booklet. Department of Transportation P.O. Box 717-707 N. Calbert St. Baltimore, Maryland 21203 13 C-509 APPROVED SUBGRADE 95% MODIFIED PROCTOR MD-SHA GRADED AGGREGATE BASE TACK COAT (REQUIRED IF SURFACE IS NOT APPLIED TO BASE WITHIN 8 HOURS OF BASE COURSE CONSTRUCTION) 1.5" 2" 6" HOT MIX SUPERPAVE 12.5 mm FOR SURFACE-PG 64-22 SECTION NOTES: The Asphalt Binder shall conform to AASHTO MP1-93 Table 1, Standard Specification for Performance Graded Asphalt Binder. Superpave mix designs shall be in conformance with AASHTO PP28-95, Standard Practice for Superpave Volumetric Design for HMA. The Performance Grading shall be achieved by the use of Neat Asphalt with polymer modification when needed. HOT MIX SUPERPAVE 19.0 mm FOR BASE-PG 64-22 NOT TO SCALE PAVEMENT - TRUCK APPROVED SUBGRADE 95% MODIFIED PROCTOR MD-SHA GRADED AGGREGATE BASE TACK COAT (REQUIRED IF SURFACE IS NOT APPLIED TO BASE WITHIN 8 HOURS OF BASE COURSE CONSTRUCTION) 2" 6" 8" HOT MIX SUPERPAVE 12.5 mm FOR SURFACE-PG 64-22 SECTION NOTES: The Asphalt Binder shall conform to AASHTO MP1-93 Table 1, Standard Specification for Performance Graded Asphalt Binder. Superpave mix designs shall be in conformance with AASHTO PP28-95, Standard Practice for Superpave Volumetric Design for HMA. The Performance Grading shall be achieved by the use of Neat Asphalt with polymer modification when needed. HOT MIX SUPERPAVE 25.0 mm FOR BASE-PG 64-22 (2-3" LIFTS) C-509 02 NOT TO SCALE PARKING - HANDICAPPED(SIDEWALK RAMP) EQUAL EQUAL FOR LAYOUT ONLY 6"X6" SQUARESCENTER IN PARKING8'-0" 16'-0" 20'-0" SIGNAGE 6" STRIPES COLORED AS PER SPECS HANDICAP RAMP CONCRETE SIDEWALK 24" 45° 11 C-509 13 C-509 05 C-509 C-509 12 NOT TO SCALE PAVEMENT - CONCRETE 95% MODIFIED PROCTOR COMPACTED SUBBASE COMPACTED DENSE-GRADED AGGREGATE SUBBASE (CR-6 or GAB) 8" 6" SECTION NOTES: Geotechnical Engineer shall specify location of expansion and control joints. Detail of expansion and control joints to be specified by site Geotechnical Engineer. AIR-ENTRAINED PORTLAND CEMENT CONCRETE MUST HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. NOT TO SCALE PAVEMENT - CONCRETE DOLLY PAD SECTION 10'-0" WIDTH 8" THICK (1000 PSI CONCRETE)ASPHALT PAVEMENT NOT TO SCALE ROADWAY SIGN POST DETAIL NOTES: 1.Mount sign at right angle to direction of traffic flow. TYPICAL ROAD SIGN SEE PLAN & LEGEND FOR SIGNAGE TYPE FLANGED U-CHANNEL SIGN POST 2.5LB/FT MIN. 7' MIN. 4" MAX. 42" FINISHED GRADE FLANGED U-CHANNEL SIGN POST BASE C-509 08 SECTIONNOTES: 1.Class P-I Air Entrained Concrete 2.Sidewalk to have 3/8" contraction joints scored at 5'-0" intervals. 3.Construct 3/8" expansion joints spaced every 20' and between curb and sidewalk where adjacent. 4.Sidewalk to be brush finished. SIDEWALK - CONCRETE COMPACT SUBGRADE STONE 4" 2" 4" 3/8" PREMOLD EXP.JT. (8'-0" C/C) CONCRETE (SEE SPECS) SLOPE VARIES (SEE PLANS) CONTROL JOINTS 12" DP 38" R., 8'-0", C/C TYPICAL 3/8" X 3/8" CONC. JOINT SEALER NOT TO SCALE CURB - END TREATMENT NOTES: 1.Contractor to construct all concrete curb and gutter to specified requirements. 2.Place 20 (3/4" or 1/2") thick pre-molded expansion joint filler material at structures and at the end of the work day. Cut material to conform to the area adjacent to curb or to conform to cross sectional area of curb. 5'-0" CLASS "A" CONCRETE CONTRACTION JOINT GRADE OF PAVEMENT SECTION C-509 10 NOT TO SCALE 6" CONCRETE FILLED BOLLARD CONCRETE DOME CAP 1'-2" 4" 3'-0" 3'-0" 2" CAULKED C.J. @ PIPE 6" DIA. STEEL POLE CONCRETE COLLAR (Slope away from pole at 38" per ft.) TURF OR PAVEMENT NOTES: 1.CONTRACTOR TO PAINT BOLLARDS ACCORDING TO THE OWNER / ARCHITECT SPEC. SECTION PAVEMENT 07 C-509 STOP SIGN DETAIL R1-1 (30"x30") C-509 04 PAVEMENT - SITE C-509 05 NOT TO SCALE HANDICAPPED - RAMP DETAIL WARPED SURFACE 6'-0"WARPED SECTION OF CURB DEPRESSED SECTION OF CURB WARPED SECTION OF CURB SLOPE SLOPESLOPE1:121:12SLOP E 1: 1 2 S LO P E 6'-0"6'-0"6'-0" 18'-0" 1:12 1:12 C-509 11 NOT TO SCALE PAVEMENT - OVERLAY EXISTING PAVEMENT 4" HOT MIX SUPERPAVE 12.5 mm FOR SURFACE-PG 64-22 SECTION NOTES: The Asphalt Binder shall conform to AASHTO MP1-93 Table 1, Standard Specification for Performance Graded Asphalt Binder. Superpave mix designs shall be in conformance with AASHTO PP28-95, Standard Practice for Superpave Volumetric Design for HMA. The Performance Grading shall be achieved by the use of Neat Asphalt with polymer modification when needed. FULL DEPTH PAVEMENT SAWCUT EXISTING PAVEMENT VARIES 1" MILL OF EXISTING PAVEMENT C-509 01 C-509 03 C-508 09 XXXX X X XXXX XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFM WWW SPEED LIMIT40 MPH SIGN XXXX X XXCAUTION INTERSECTION 30 MPH SIGN MAILBOX SEGMENT SIGN'S.R. 163 20/30 W W W WXXXXXXXXX X X X X X WFMN/F MICHAEL LUSHBAUGH L. 1377 / F.483 N/FWAYNE & NANCY BARTLESL. 973 / F. 196N/F PAMELA RENO L. 4845 / F. 187 N/F RICHARD & DELORES WITMER L. 4776 / F. 93 N/FRICHARD & DELORES WITMERL. 5006 / F. 3692003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± ZONED: AG R I C U L T U R A L ( R U R A L ) ZONED: PL A N N I N G I N D U S T R I A L ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALZONED: PLANNING I N D U S T R I A L ZONED: INDUSTRI A L ( R E S T R I C T E D )ZONED: PLANNING INDUSTRIALZONED: HIGHWAY INTERCHANGEZONED: INDUSTRIAL (RESTRICTED)ZONED: HIGHWAY INTERCHANGES 6 1 ° 0 0 ' 3 0 " E 151 . 7 0 'S 10°26'30" W111.29'S 12°09'35" W975.86'S 22°44'52" W2328.31'N 81°53'39" W 980.10' N 84°38'39" W 1038.24'N 09°04'49" E2771.84'S 80°47'37" E 5 6 2 . 7 4 'N 19°00'04" E454.52'S 89°08'33" E 1632.88' S 89°08'33" E 223.76' MASON DIXON ROAD ROAD 'SR 0163' (R.O.W. SHOULDER TO SHOULDER)DALEY ROADGREENMOUNTROADNORFOLK SOUTHERN RAILROADN/F LEON & ESTHER EBY L. 4752 / F.485 PLAT #9745 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F ETHAN & ANNETTE EBY L. 4324 / F. 380 N/F STANLEY & BELINDA KEGARISE L. 1346 / F. 1043 INSTR. #2022011687 N/F LOWELL & LUELLA EBY L. 1544 / F. 107 PLAT #9986 N/F JOSE SOTO L. 4976 / F. 443 N/F VAUGHN & NOLA MARTIN L. 5929 / F. 275 N/F LAMAR & ALICIA BURKHOLDER L. 5918 / F. 370 N/F ANNA SHANK L. 394 / F. 296 N/F DORIS ELLIOTT L. 7045 / F. 210 N/F KENNETH & ELIZABETH BUTTS L. 2770 / F. 499 FM FM FM FM FM FM FM FM FM FM SSFMFMFMFM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM WW W W W W WW W W W W WWWW W WWWWWWWWWWWWWWWWW W W W WWW W W W W W W W W WW WW W W W W W W W W W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWW W W W W W W W W W W WWWWWW W W W W W W W W W W W PROPOSED BUILDING #2 _____Mason Dixon Road 611,520 sq.ft. FINISH FLOOR = 601.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) LOADING & UN L O A D I N G D O C K S BOTTOM OF DO C K = 6 0 3 . 0 0 LOADIN G & U N L O A D I N G D O C K S BOTTO M O F D O C K = 5 9 7. 0 0 PROPOSED BUILDING #1 17939 Mason Dixon Road 1,237,600 sq.ft. FINISH FLOOR = 607.00 MECHANICAL/UTILITY ROOM (SEE ARCHITECTURAL & MECHANICAL PLANS FOR LOCATION, DETAILS & SPECS.) 15 13 LOADING & UNL O A D I N G D O C K S BOTTOM OF DOC K = 6 0 3 . 0 0 LOADIN G & U N L O A DI N G D O C K S BOTTO M O F D O C K = 5 9 7 . 0 0MD STATE PLANENAD 83 NAVD 88SWM 3.6 (SEE SWM PLAN) SWM 3.7 (SEE SWM PLAN) SWM 5.1 (SEE SWM PLAN) SWM 5.2 (SEE SWM PLAN) SWM 5.3 (SEE SWM PLAN) SWM 1.1 (SEE SWM PLAN)SWM 1.2 (SEE SWM PLAN) SWM 7.5 (SEE SWM PLAN) SWM 7.5 (SEE SWM PLAN) SWM 7.3 (SEE SWM PLAN) SWM 1.3 (SEE SWM PLAN) SWM 1.4 (SEE SWM PLAN) SWM 1.6 (SEE SWM PLAN) SWM 1.5 (SEE SWM PLAN) SWM 3.3 (SEE SWM PLAN) SWM 3.4 (SEE SWM PLAN) SWM 3.5 (SEE SWM PLAN) SWM 3.8 (SEE SWM PLAN) SWM 3.2 (SEE SWM PLAN) SWM 7.4 (SEE SWM PLAN) SWM 7.1 (SEE SWM PLAN) LANDSCAPE AREA (WEST) SEE SHEET L-102 LANDSCAPE AREA (EAST) SEE SHEET L-102 LANDSCAPE AREA SEE SHEET L-103 P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 65-68 LANDSCAPEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 BAW 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' LANDSCAPE PLAN L-101 65 XX SP-23-____ Maryland 20230 SCALE: 150 150 30075 1" = 150' ZONED: AGRICULTURAL (RURAL)ZONED: PLANNING INDUSTRIALWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W WRETAINING WALL 'A'J-26 J-27 I-55 I-56 I-57 I-58 I-59 I-61 I-62 I-63 I-64 I-65 J-28 I-60 E-17 E-19 OS-1.5 E-18 J-29 I-66 (4) PIN STR 6` Ht. (5) ARO KOL 3 gal (4) BUX WI2 3 gal (3) PIN CO2 3 gal (5) TIL GRE 2.5" Cal. (45) BUX WI2 3 gal (17) BUX WI2 3 gal (6) COR KE2 3 gal (4) PIN STR 6` Ht. (5) TIL GRE 2.5" Cal. (2) ACE GLO 2.5" Cal. (17) BUX WI2 3 gal (31) LIR MUS 1 gal (62) BUX WI2 3 gal (3) PIN CO2 3 gal (4) BUX WI2 3 gal (5) ARO KOL 3 gal (12) BUX WI2 3 gal (18) CAL KAR 3 gal (90) LIR MUS 1 gal SWM 1.5 (SEE SWM PLAN) SWM 1.6 (SEE SWM PLAN)S 12°09'35" W 975.86'FM FM FM FM FM FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWW15 13 J-1 I-6 I-5 I-4 I-3 I-2 I-1 I-37 I-38 J-11 I-36 I-35 I-34 I-39 I-40 (5) ARO KOL 3 gal (4) BUX WI2 3 gal (3) PIN CO2 3 gal (3) PIN CO2 3 gal (4) BUX WI2 3 gal (5) ARO KOL 3 gal (2) ZEL GRE 2.5" Cal. (4) TIL GRE 2.5" Cal. (11) TIL GRE 2.5" Cal. (7) ACE GLO 2.5" Cal. (7) ZEL GRE 2.5" Cal. (37) BUX WI2 3 gal (50) BUX WI2 3 gal (6) COR KE2 3 gal (36) BUX WI2 3 gal (36) CAL KAR 3 gal (270) LIR MUS 1 gal (12) ARO KOL 3 gal (38) LIR MUS 1 gal (17) BUX WI2 3 gal P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 65-68 LANDSCAPEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 BAW 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' LANDSCAPE PLAN L-102 66 XX SP-23-____ Maryland 20230 SCALE: 50 50 10025 1" = 50' SSFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM WWWWWW W W W W W W W W W W W W W WWWWW W W W W W W W W W W W W W W WWWWW W W W WWWWWWWWWWWWWWWWWJ-2.1 I-2.12 I-2.11 I-2.10 I-2.9 I-2.8 I-2.7 I-2.6 I-2.5 I-2.4 I-2.3 I-2.2 E-2.1 OS-7.1 E-2.2 I-2.1 (12) TIL GRE 2.5" Cal. (4) ZEL GRE 2.5" Cal. (4) ACE GLO 2.5" Cal. (48) BUX WI2 3 gal (7) BUX WI2 3 gal (3) PIN CO2 3 gal (8) ARO KOL 3 gal (17) BUX WI2 3 gal (6) COR KE2 3 gal (5) ARO KOL 3 gal (30) BUX WI2 3 gal (27) CAL KAR 3 gal (225) LIR MUS 1 gal (12) ARO KOL 3 gal SWM 7.1 (SEE SWM PLAN)P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 65-68 LANDSCAPEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 BAW 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' LANDSCAPE PLAN L-106 67 XX SP-23-____ Maryland 20230 SCALE: 50 50 10025 1" = 50' TREES CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL ACE GLO Acer rubrum `October Glory` TM / October Glory Maple 2.5" Cal.B&B 13 3/L-501 PIN STR Pinus strobus / White Pine 6` Ht.B&B 8 4/L-501 TIL GRE Tilia cordata `Greenspire` / Greenspire Littleleaf Linden 2.5" Cal.B&B 37 3/L-501 ZEL GRE Zelkova serrata `Green Vase` / Sawleaf Zelkova 2.5" Cal.B&B 13 3/L-501 SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL ARO KOL Aronia melanocarpa Low Scape Mound / Low Scape Mound Chokeberry 3 gal 57 2/L-501 BUX WI2 Buxus microphylla japonica `Winter Gem` / Winter Gem Boxwood 3 gal 411 2/L-501 CAL KAR Calamagrostis x acutiflora 'Karl Foerster' / Karl Foerster Feather Reed Grass 3 gal 81 2/L-501 COR KE2 Cornus sericea `Kelseyi` / Kelseyi Dogwood 3 gal 18 2/L-501 LIR MUS Liriope muscari / Lily Turf 1 gal 654 2/L-501 PIN CO2 Pinus mugo `Compacta` / Dwarf Mugo Pine 3 gal 15 2/L-501 PLANT SCHEDULE P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 65-68 LANDSCAPEPLAN.DWG 2023-01-31NOT APPROVED FOR CONSTRUCTIONSCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 BAW 01-31-2023 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 50' LANDSCAPE DETAILS & NOTES L-501 68 XX SP-23-____ Maryland 2023NOT TO SCALE PLANTING - TREE (Up to 2-1/2" Cal.) SECTION SELECTIVELY PRUNE CROWNS RETAIN NATURAL SHAPE OF PLANT. DO NOT CUT CENTRAL LEADER. 3" SHREDDED BARK MULCH (MIN.) 4" TALL, 48" DIA. EARTH SAUCER AROUND TREE REMOVE BURLAP FROM TOP OF ROOT BALL CLEAN AMENDED BACKFILL FERTILIZER PACKETS SEE LANDSCAPE NOTES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT UNDISTURBED SUBSOIL DO NOT COMPACT APPLY APPROVED TREE WRAPPING ON CLEAR TRUNK MINIMUM 2" x 2" x 6' TREATED WOOD STAKE, DRIVE STAKE AT ANGLE AND DRAW VERTICAL, POSITION TO SECURELY STABILIZE TREE. TOP OF STAKES TO BE PAINTED WITH ORANGE FLUORESCENT PAINT OR EQUIVALENT SCARIFY SIDES BEFORE PLANTING TWO GALVANIZED #12 WIRE GUYS, FASTEN TO WODDEN STAKES. PLACE REINFORCED RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT L-501 2 MAINTENANCE: 1.All trash and debris should be removed from the top of the wetland area as necessary. 2.Areas devoid of mulch shall be re-mulched on an annual basis. GENERAL LANDSCAPE NOTES: 1.Landscape contractor is to call Miss Utility and have all underground utilities marked prior to any digging or planting. 2.Landscape Contractor shall install all plant material in a timely fashion. 3.Landscape Contractor shall be responsible for all watering, weeding, repairs and replacements prior to final acceptance. 4.NO Substitutions of plant material without written permission of FSA. Planting plans have been proposed with plant sizes, types, and locations as important design elements. 5.Plants shall be in accordance with the current issue of American Standards for Nursery Stock published by the American Association of Nurserymen. 6.All plants shall be watered thoroughly during installation and prior to final acceptance. 7.All bark mulched areas shall be first covered with Typar Weed Barrier or approved equal. 8.All planting bed areas on the site shall be mulched with a hardwood bark mulch at a depth of approx. 3", unless noted otherwise. 9.Plant material shall be inspected yearly in order to remove and replace dead, diseased vegetation. 10.Warranted plant material that is 25% dead or more shall be considered dead and shall be replaced at no charge. 11.All plant material shall be warranted for two years. 60 days prior to the end of the warranted period, the Engineering Department shall perform an inspection. Of which there should be an 90% survival rate of all plant material. All surviving plant material shall be found in a healthy condition. The warranty shall commune on the date of initial acceptance by the owner. 12.The landscape contractor shall conduct a final inspection with the owner or owner's representative at the end of the warranty period. 13.Fertilizer Packets are to be Nutri-Pak 16-8-8 or approved equal per manufacturer's recommendations. 14. Landscape is recommended to be installed during the two growing seasons. Spring: April 15-June 15, Fall: September 1-November 1. NOT TO SCALE EVERGREEN TREE PLANTING SCARIFY SIDES BEFORE PLANTING 3" SHREDDED BARK MULCH (MIN.) UNDISTURBED SUBSOIL DO NOT COMPACT FERTILIZER PACKETS SEE NOTE 13 IN LANDSCAPE NOTES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT CLEAN BACKFILL REMOVE BURLAP FROM TOP OF ROOT BALL 4" TALL EARTHEN SAUCER AROUND TREE MINIMUM 2"x2"x6' TREATED WOOD STAKE (2PER). DRIVE STAKE @ ANGLE AND DRAW VERTICAL. 2 GALVANIZED No. 12 WIRE GUIDES. FASTEN TO WOODEN STAKES. PLACE REINFORCED RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT DO NOT CUT CENTRAL LEADER 4"18" MIN.6" 9"9" PLANT BALL3'- 0"L-501 3 SECTION PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED LIGHTLY FOR UNIFORMITY 3" SHREDDED BARK MULCH (MIN.) 3" TALL, 24" DIA. EARTH SAUCER AROUND PLANT EXCAVATE SHRUB WELL 1-1/2 TIMES SIZE OF CONTAINER FILL WITH CLEAN AMENDED BACKFILL REMOVE CONTAINER & SCARIFY ROOTS FERTILIZER PACKETS SEE LANDSCAPE NOTES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT UNDISTURBED SUBSOIL DO NOT COMPACT NOT TO SCALE CONTAINER PLANTING - SHRUB L-501 1 LANDSCAPE TABULATIONS PARKING AREA LANDSCAPE REQUIRED LANDSCAPE PROPOSED ________ SF _________ * 0.5= _____ SF REQUIRED ______ / 300= __ TREES REQUIRED ________ SF (___%) ___ SHADE TREES LODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LOD LODLODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODMASON DIXON ROAD (PA SR 0163)XX X XX XXXXXXXXXXXXX X X2003 MASON DIXON LLC L.2173 F.676 PARCEL 1 172 ACRES ± N/F DONALD & ESTHER MARTIN L.1258 F.1008 N/F IVAN & ALICE EBY L.686 F.658NORFOLK-SOUTHERN RAILROADN/F WAYNE AND NANCY BARTLES L.979 F.196 N/F MICHAEL LUSHBAUGH L 1377 F 483 N/FMICHAEL GARLAND ET ALL 1606 F 452N/FDONALD MINER ET ALL 1047 F 977N/FGEORGE KEENERL 1380 F 829MD STATE PLANENAD 83 NAVD 88AFFORESTATION EASEMENT #1 AREA = 19.69 AC.± AFFORESTATION EASEMENT #2 AREA = 1.43 AC.± AFFORESTATION EASEMENT #3 AREA = 0.63 AC.±FL1FL2 FL3FL4FL5 FL6FL7 FL8 FL9 FL10FL11 FL12 FL13 FL14FL15 FL1 6 FL17FL18 FL19FL20FL21FL22FL23FL24FL25FL26 FL27 FL2 8 FL29 FL32 FL33FL34FL37FL38FL39 FL40 FL30FL31 FL3 5 FL36 PROPOSED 15' ACCESS EASEMENT C-4 (TYP.) C-4 (TYP.) C-4 (TYP.) C-4 (TYP.) LINE BEARING DISTANCE FL1 N 23°36'48" E 476.59' FL2 N 75°42'30" E 393.54' FL3 N 36°17'48" E 48.34' FL4 N 07°07'26" W 122.50' FL5 N 80°29'03" E 298.83' FL6 N 34°38'09" E 50.35' FL7 N 79°22'31" E 1051.80' FL8 S 39°07'03" E 63.54' FL9 S 45°00'44" W 200.90' FL10 S 27°19'11" W 232.25' FL11 N 77°18'20" W 215.44' FL12 S 75°03'31" W 338.54' FL13 S 73°25'36" W 460.43' FL14 S 83°04'46" W 208.73' FL15 N 74°17'44" W 85.28' FL16 S 54°25'14" W 61.87' FL17 S 17°42'53" W 147.54' FL18 S 59°23'07" W 143.32' FL19 S 40°35'33" W 213.99' FL20 S 24°18'53" W 567.08' FL21 S 07°01'20" W 170.54' FL22 N 84°38'38" W 470.75' FL23 N 09°04'49" E 359.55' FL24 S 82°07'15" E 30.18' FL25 N 08°45'20" E 344.15' FL26 N 59°08'17" E 39.42' FL27 S 63°26'44" E 52.83' FL28 S 71°12'41" E 241.79' FL29 N 77°38'09" E 169.41' FL30 N 29°08'17" W 43.15' FL31 N 09°27'36" W 95.35' FL32 N 02°35'13" W 49.62' FL33 N 11°44'05" E 59.77' FL34 N 21°17'12" E 280.69' FL35 N 49°49'44" E 129.29' FL36 N 79°33'09" E 78.53' FL37 S 22°44'52" W 649.54' FL38 S 22°44'52" W 204.39' FL39 N 81°53'38" W 278.35' FL40 N 67°10'31" E 384.72' LINE BEARING DISTANCE P:\SHARED FOLDERS\PROJECTS\4422\4422 (2003 MASON DIXON LLC)\DWG\CONSTRUCTION SET\4422 - 69 FORESTATIONPLAN.DWG 2023-01-31SCALE PROJECT MANAGER: DATEDWN BY SHEET TITLEDESCRIPTION:DATE:PROJECT NO.MARK:©128 SOUTH POTOMAC STREETCIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERSF•HAGERSTOWN, MD 21740301.791.365020 WEST BALTIMORE STREETGREENCASTLE, PA 17225717.597.1007505 SOUTH HANOVER STREETCARLISLE, PA 17013717.701.811115 EAST MAIN STREETNEW BLOOMFIELD, PA 17068717.275.7531FREDERICK, SEIBERT & ASSOCIATES, INC.fsa-inc.com••SAI hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: Professional Certification: __________________, License # _________________, Expiration Date __________________. SHEET OF EMAIL:2003 MASON DIXON LLCSITUATE ALONG THE SOUTH SIDE OF MASON DIXON ROADWEST OF THE GREENMOUNT ROAD INTERSECTION17939 MASON DIXON ROADWASHINGTON COUNTY, MARYLAND2003 MASON DIXON ROAD LLC11535 HOPEWELL ROAD, HAGERSTOWN MD 21740(304) 582-27004422 D. Horst 12-2022 Justin Doty JDoty@fsa-inc.com MAP - GRID - PARCEL 0010 - 0020 - 0068 1" = 200' FORESTATION PLANTING PLAN FCP-101 69 XX SP-23-____ Maryland XXXXX XX-XX-XXXX 2023-- Wetlands -- 100 Year Floodplain HATCH LEGEND 1.Property owners are advised that there are penalties and fines associated with the violation of these restrictions. Activities of a recreational or passive nature, as long as there is no forest disturbance, removal of the existing forest, or inhibition of its natural growth processes, are permitted in these forested areas. 2.Tree location as shown on this afforestation plan are generalized to show a random planting to give a more natural look to the forest. Actual placement of trees may vary due to field conditions. 3.The minimum number of 450 trees per acre is required with approximate 10'x10' spacing and maintaining a 65% minimum survival rate. The tree selection used for this planting are species native to this physiographic region of the State of Maryland. 4.A mix of rapid growth to slow growth trees and trees with differing height at maturity are proposed to emulate natural growth patterns. Any species substitution would be allowed as long as the quantity is met. And the species are listed on the Washington County Forest Conservation Ordinance native tree and shrub list. 5.The Forest Conservation Signs shown here do not represent the actual number of signs required but for illustration purposes only. The signs shall be install in accordance with the detail above and spaced approximately every 75 to 100 feet. The number of signs to be installed are as follows: Easement #1 - 73 signs, Easement #2 - 14 signs, and Easement #3 - 9 signs. 6.The contractor shall install Wire Tree Protection Fence along the Limit of Disturbance (LOD) where adjacent to the afforestation easement areas. If perimeter controls such as silt fence, filter log, or smart fence 42 is to be installed along the LOD, then Wire Tree Protection Fence is not required in those areas. 1.All temporary protection devices and/or permanent devices shall be put into place. ·Permanent signage will be place as shown on the plan around the perimeter of the entire Forest Area within 30 days of subdivision plat approval and/or completion of construction. ·During any building or site construction, the forest retention area(s) shall be protected by highly visible, well anchored temporary fencing. ·All temporary fencing shall be in place prior to any grading or land clearing. ·All temporary fencing shall be maintained throughout construction and until all graded areas have been stabilized. ·Attachment of signs or any other objects to trees is prohibited. ·No equipment, machinery, vehicles, materials or excessive pedestrian traffic shall be allowed within protected areas. 2.A pre-construction meeting will be required after the boundaries of the limits of disturbance have been staked and flagged, the forest protection devices have been installed, and before any disturbance has taken place on the site. It is the owner and/or developer's responsibility to arrange for the pre-construction meeting. The owner and/or developer shall contact the Washington County Planning and Zoning Department (240-313-2430) for inspection of the installed devices prior to the start of construction with at least five (5) days notice. If the inspection reveals improperly installed protection devices, corrections will have to be made and re-inspected prior to the start of construction. 3.Once approval has been granted by the Washington County Planning & Zoning Department, clearing and/or grading of the site for construction of street, utility, and building areas may commence. 4.A post-construction meeting will be required after all construction has ceased and graded areas have been stabilized, all temporary protective devices shall be removed and replaced with the appropriate permanent signage. It is the owner and/or developer's responsibility to arrange for the post-construction meeting. The owner and/or developer shall contact the Washington County Planning & Zoning Department (240-313-2430) for inspection of the final installed devices with at least five (5) days notice. If the inspection reveals improperly installed permanent protection devices, corrections will have to be made and re-inspected prior to the completion of site stabilization. Jan+Feb+Mar Apr May June July Aug Sep Oct Nov+Dec+ Transplant of 2" DBH or Greater Planting Whips Minimum Monitoring Needed)+ Fertilizer (if Water++ Pruning Tasks Months Recommended, Optimal Time Recommended With Additional Time Recommended Dependent Upon Site Conditions Dependent Upon Site Conditions: Weekly Watering is Strongly Recommended From May Through October Unless Weekly Rainfall Equals 1" + ++ Notes: 1. Activities during November through February depend on ground conditions. 2. No fall planting of oaks and pines. 3. The planting and care of trees is most successful when coordinated with the local conditions. This calendar summarizes some of the recommended time frames for basic reforestation and stress reduction activities. Tree Planting and Maintenance Calendar Seedlings, PLANT PLANT LIST Black Walnut Quercus bicolor Juglans nigra Quercus rubra SYMBOL 24 /"1 2 /"1 2 /"1 2 /"1 2 /"4 1 to /"4 1 to /"4 1 to /"4 1 toRed Oak Swamp White Oak 1/"to/"1 SIZE 1,900 1,900Container 1,900 2,200 Container Container Container ROOT QUANITY *PHASE 1,900Container BW RO SM WO S Plantanus occidentalis Acer saccharinum Silver Maple Sycamore 9,800Total * This afforestation is for a planting of seedlings / whips within the entire 21.75 acres to be completed by the spring of 2024. Long term protection for land shown hereon as Existing Forest or Afforestation Areas shall be provided by way of a perpetual conservation easement. This deed restriction, recorded with the land records of this property, limits the use of the existing forest and afforestation areas to those activities which are consistent with the conservation of forest such as recreational activities, forest management, and wildlife management. Activities of a recreational or passive nature, as long as there is no forest disturbance, removal of forest, or inhibition of its natural growth are permitted in the forest areas. The County or its agents are authorized to inspect the Forest Conservation and Afforestation Easement Areas. A Proposed 15 foot Right-of-way to serve as access for the purpose of ingress and egress of the Existing Forest and Afforestation Areas. GENERAL NOTES FOREST CONSERVATION SEQUENCE OF CONSTRUCTION LONG TERM PROTECTION NOTE PLANTING & MAINTENANCE NOTES -- Proposed forest Planting (21.75 Ac.) Min.11" Min.15" DO NOT DISTURB Varies PROHIBITEDPROHIBITED 1. Bottom of signs to be higher than top of tree protection fence. 2. Signs to be placed approximately 100 feet apart. Conditions on site affecting visibility may warrant Source: Adapted from Forest Conservation Manual, 1991 2. Attachment of signs to trees is prohibited. placing signs closer or farther apart. TREE SHELTER NOTE: Tree protection devices such as "Tubex" tree shelters or approved equal to be used with single stem trees such as ash, oaks and etc. and not to be used with a multi stem tree. Care must be taken when using these devices as not to allow grasses to grow around them. This would attract small animals and insects that would eventually kill the tree. 1. Owner is to complete all planting work and preparation using his own resources and equipment or qualified contractor. 2. Plant material is to be purchased by the owner from a nursery within one hundred miles of the site. A list of two potential nursery sources is: A. East Coast Greens B. John S. Ayton State Tree Nursery 2629 McDowell Road 580 Taylor Ave. Saint Thomas, PA 17252 Annapolis, MD 21401 (717) 369-4995 1(877)-620-8367 3. The cost estimate for bonding purposes is $284,229.00, this is based on the forest mitigation required (21.75 Ac. or 947,430.0 Sq.Ft.) at the rate of 30 cents per square foot. 4. The plantings shown hereron will be planted by the spring of 2024. If the areas to be planted with trees are overgrown with weeds or tall grasses and invasive plants, this area will need to be brush hogged and/or an herbicide shall be applied two weeks prior to planting. Note, no clearing or mowing is allowed in wetland areas. 1. Undisturbed sites: Disturbance of soils should be limited to the planting field for each plant. As shown in Figure C-18. 5. The trees are to be protected with "Tubex" tree shelters or approved equal when planted. "Tubex" tree shelters are to be placed on every tree (See Tree Shelter Note). Note a tree shelter will necessitate more frequent watering. 6. Owner is to water trees and to prevent spread of invasive plants throughout the "forest" planting area for the three year maintenance period. Recommended type of watering is with a soaker hose to allow water to deeply irrigate the tree. 7. It is the owner or developers responsibility to notify the Washington County Planning and Zoning Department attention Travis Allen (240)313-2432 of when the planting has been completed. The Washington County Planning Department will make an inspection and issue a report to the owner or developer. The three year maintenance period will begin when the Washington County Planning and Zoning Department determines that the planting has been completed in accordnace with the Forest Conservation Ordinance requirements. 8. The owner or developer shall make an effort to maintain a 65% survival of the original planting at all times. The owner or developer can replant in order to maintain the 65% survival rate during the three year period with advance notice to the Washington County Planning Department. If the final inspection determines there is less than 65% survival it will be the owner/developer's responsibility to correct the deficiencies and possibly provide an additional maintained period. FOREST REQUIRED (SP-XX-XXX)_____21.75 AC.± FOREST PROVIDED: EASEMENT #1___________________19.69 AC.± EASEMENT #2___________________ 1.43 AC.± EASEMENT #3___________________ 0.63 AC.± TOTAL FOREST PROVIDED___________21.75 AC.± FORESTATION TABLE FOREST CONSERVATION WORKSHEET 2.2 NET TRACT AREA A. Total Tract Area...................................................................................= 145.00 Ac. B. Deductions...........................................................................................= 0.00 Ac. C. Net Tract Area.....................................................................................= 145.00 Ac. LAND USE CATEGORY CIA D. Afforestation Threshold ( Net Tract Area x 15% )..............................= 21.75 Ac. E. Conservation Threshold ( Net Tract Area x 15% )............................= 21.75 Ac. EXISTING FOREST COVER F. Existing Forest Cover within the Net Tract Area..................................= 0.00 Ac. G. Area of Forest Above Conservation Threshold...................................= 0.00 Ac. BREAK EVEN POINT H. Break Even Point.................................................................................= 0.00 Ac. I. Forest Clearing Permitted Without Mitigation........................................= 0.00 Ac. PROPOSED FOREST CLEARING J. Total Area of Forest to be Cleared.......................................................= 0.00 Ac. K. Total Area of Forest to be Retained.....................................................= 0.00 Ac. PLANTING REQUIREMENTS L. Reforestation for Clearing Above the Conservation Threshold............= 0.00 Ac. M. Reforestation for Clearing Below the Conservation Threshold...........= 0.00 Ac. N. Credit for Retention above the Conservation Threshold.....................= 0.00 Ac. P. Total Reforestation Required...............................................................= 0.00 Ac. Q. Total Afforestation Required...............................................................= 21.75 Ac. R. Total Planting Requirement.................................................................= 21.75 Ac. or 947,430.0 S.F. 0 SCALE: 200 200 400100 1" = 200' WA-I-267 McLaughlin Farm (Arlo Farms) Architectural Survey File This is the architectural survey file for this MIHP record. The survey file is organized reverse- chronological (that is, with the latest material on top). It contains all MIHP inventory forms, National Register nomination forms, determinations of eligibility (DOE) forms, and accompanying documentation such as photographs and maps. Users should be aware that additional undigitized material about this property may be found in on-site architectural reports, copies of HABS/HAER or other documentation, drawings, and the “vertical files” at the MHT Library in Crownsville. The vertical files may include newspaper clippings, field notes, draft versions of forms and architectural reports, photographs, maps, and drawings. Researchers who need a thorough understanding of this property should plan to visit the MHT Library as part of their research project; look at the MHT web site (mht.maryland.gov) for details about how to make an appointment. All material is property of the Maryland Historical Trust. Last Updated: 05-26-2017 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM NR Eligible: yes _ no Property Name: Ario Farm Inventory Number: WA-I-267 Address: 17939 Mason Dixon Rd City: Hagerstown Zip Code: 21740-0000 County: Washington County USGS Topographic Map: Mason-Dixon, Hagerstown Owner: 2003 Mason Dixon LLC Is the property being evaluated a district? __ yes Tax Parcel Number: 0068 Tax Map Number: _OO_l_O __ Tax Account ID Number: _00_0_2_3_9 ____________ _ Project: ---------------------~Agency: ________________ _ Site visit by MHT Staff: X no __ yes Name: Date: Is the property located within a historic district? __ yes X No If the property is within a district District Inventory Number: District Name: NR-listed district __ yes Eligible district __ yes ---------------- Preparer's Recommendation: Contributing resource __ yes no Non-contributing but eligible in another context If the property is not within a district (or the property is a district) Preparer' s Recommendation: Eligible __ yes X no Criteria: A B c D Considerations: Documentation on the property/district is presented in: The property previously was documented in an MIHP form completed in 1977. A B c D E Description of Property and Eligibility Determination: (Use continuation sheet if necessary and attach map and photo) Description F G None Arlo Farm is located on the south side of Mason Dixon Road. A 1,075 ft long gravel drive provides access to the farm complex, which is well-recessed from the road. The complex comprises seven agricultural resources, including a bank barn, five silos, a garage, a feeding trough, and a storage shed. The farm dwelling no longer is extant. Aerial photography suggests that a gambrel-roof dairy barn that was located north of the bank barn also has been removed. The farm occupies 172.29 acres. ARYLAND HISTORICAL TRUST REVIEW Eligibility recommended Criteria: A B Eligibility not recommended )(B D Considerations: Y-c c D E F G None Comments: Date Reviewer, NR Pro ram Date Revised Oct 25, 2014 Continuation Sheet No. 1 Bank barn MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 A late nineteenth-century, wood-frame bank barn sits parallel to the farm drive. The barn's forebay is along the east elevation; the bank is located on the west elevation. The building rests on a stone foundation with cinder-block infill. The barn terminates in a side-gable roof with a gable dormer on the east elevation. The window in the dormer no longer is extant. The roof is sheathed in corrugated metal panels. Much of the material on the roofs west slope has been replaced. Three metal ventilators line the roof ridge. The building is clad in vertical wood siding. Many of the boards are missing. Louvered wood vents define the upper level. Much of the barn's forebay has been infilled in cinder block. An integrated com crib with an equipment shed is located on the north elevation of the bank barn. The barn's lower level on the west elevation is constructed of stone and cinder block. Projecting bays flank the bank. These bays are clad in brick and vertical wood siding. A four-light, fixed-sash, wood window and a single-leaf door opening are found on the northern bay. Much of the brick on the projecting bay's south elevation no longer is extant. The doors on the bank side have been replaced with metal sliding doors, and a metal replacement door can be seen on the east elevation as well. The earthen bank is supported by stone retaining walls. The north elevation is blind. A random-rubble stone wall encloses the forecourt. Waste pond A waste pond surrounded by overgrown vegetation is located west of the bank barn. Garage A mid-twentieth-century cinder-block, five-bay garage is located east of the bank barn. The building terminates in a side-gable roof sheathed in metal panels and rests on a dirt floor. Lap siding is found in the gable ends. The building, which occupies a rectangular footprint, faces north. Four, overhead, tongue-and- groove, garage doors define the north elevation. An opening for a single-leaf door is found at the west end of the north elevation. The door no longer is extant. Two four-light, fixed-sash windows define the west elevation. The lights no longer are present in the windows. The south and east elevations are blind. Two detached, mid-twentieth-century concrete silos with exterior metal tension rings are located southwest of the bank barn. Both silos terminate in round roofs sheathed in metal. Two elevated metal conveyers extend from the silos to the bank barn. Two joined silos with a central shared chute are located north of the bank barn. The double silos share a metal roof. The central chute has four square openings on the north elevation. The concrete-block remnants of the former dairy barn are visible on the north elevation of the silos. An elevated metal conveyer extends from the silo complex to the northeast comer of the bank barn/com crib. Continuation Sheet No. 2 Feeding trough MARYLAND IDSTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 A late-twentieth-century feeding trough is located in the holding pen located east of the bank barn. The feeding trough is protected by a flat roof sheathed in corrugated metal. Wood posts support the roof. Storage shed A four-bay, wood-frame storage shed constructed ca. 1989 is attached to the south elevation of the bank barn. The building terminates in a side-gable roof sheathed in corrugated metal, rests on a dirt floor, and faces east. Cladding materials are corrugated metal panels (on the south elevation) and vertical wood siding (on the west elevation). A large opening is present at the north end of the west elevation, and a smaller opening is centrally located on the elevation. The building's roof is attached to the south elevation of the bank barn. Property History The McLaughlin family owned what is currently known as the Arlo Farm during a majority of the nineteenth and twentieth centuries. The earliest deed from 1808 lists the farm as being purchased by Henry McLaughlin from Jacob Shimer (Washington County Land Records [WCLR] DB S/1081). Henry McLaughlin's (b . 1776 -d. 1853) son, Perry B. McLaughlin (b. 1814 - d. 1875) later owned the farmstead (Williams 1906). Nineteenth-century deeds reference the following land grants: all of "Miller's Desire," and parts of "Schnebly's Success," "Plunk's Doubt," and "Garden of Eden." The acreage included in these nineteenth-century deeds indicates the property was larger in the past. The parcel acreage in 1808 was approximately 233 acres; by 1879, the parcel contained 248 acres (WCLR DB S/1081 ; DB 77/192). T.J.C. Williams' History of Washington County includes the McLaughlin family tree and family stories related to the Civil War, including reference to an overnight Confederate encampment in a wooded area on Perry McLaughlin's property. There was no indication of the precise location of the wooded area. Another account involved Perry McLaughlin's son Frank and several Black servants traveling to Shippensburg, Pennsylvania with the farm's horses in order to save the horses from Confederate troops in the vicinity (Williams 1906:817). The 1850 Federal Census slave schedule indicates that Perry McLaughlin owned seven slaves ranging in ages from 1 to 46 (US Federal Census-Slave Schedule 1850). The acreage of the property decreased over time, from 233 acres in the initial 1808 deed to 172 acres in a 1914 transaction (WCLR DB 111 /625). In 1946, after the death of Harry and Charles McLaughlin, the property was conveyed to their children and the children's spouses. The heirs then sold the property to Adam R. Martin of Washington County (WCLR DB 239/290). In 1954, Adam Martin transferred the title to Arlo Farms, which by 1972 developed into the Arlo Farms general partnership between Adam and Martha Martin, Betty Horst, Alta Hertzler, Arlin Martin, and Leo Martin (WCLR DB 281 /437; DB 550/616). The Morning Herald, a local newspaper, reported in a 1965 article that Arlo Farm was producing high volumes of milk from their cows, stating, "Louise, a five-year- old owned by Arlo Farms, Maugansville, produced 15,850 pounds of milk and 742 pounds of butterfat in 305 days" (The Morning Herald 1965). The statement suggests that the site operated as a dairy farm Continuation Sheet No. 3 MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 during the Arlo Farms ownership. The partnership dissolved in 1984, and the shares were acquired by Leo and Mary Martin (WCLR DB 768/502). Leo and Mary retained ownership of the property until 2003 when Mason Dixon LLC, the current owner, acquired the farm (WCLR DB 2173/676). Historic Context The agricultural tradition in Washington County was influenced historically by the German immigrant population of mid-Maryland-encompassing Frederick, Washington, and Carroll counties. German and Swiss populations, two ethnicities that were not differentiated in censuses during the early nineteenth century, ranged from 20 to 70 per cent of the total population of these counties. The plantation economy and culture of eastern and coastal Maryland had been based on tobacco as a primary crop. The German immigrants in mid-Maryland, however, followed German farming traditions, planting several different types of crops and raising a range of livestock on small family farms. Most of these farms approximated only 200 acres. Farmers in mid-Maryland primarily cultivated wheat in addition to com, rye, flax, and oats. Livestock included hogs, sheep, and cattle. The limestone-rich land, abundant water power, and the well-developed roads of mid-Maryland were well suited for wheat cultivation. The population of Hagerstown, the county seat of Washington County, increased from 2,342 in 1810 to 4, 132 in 1860. The population increase was aided by the town's location at the intersection of major turnpikes. Hagerstown became the trading and transportation center for the surrounding agricultural area. Between 1800 and 1815, the most frequent occupation in Hagerstown was merchant, a profession which involved the purchase of agricultural products from surrounding farms (Reed 2011 :24, 31 ). Archival research suggests that agriculture was profitable in Washington County during the nineteenth and early-twentieth centuries. According to the 1860 Agricultural Census, Washington County farmers raised 6,841 milk cows and produced 882,814 bushels of wheat. Cattle numbers were only eclipsed by Baltimore, Frederick, and Carroll counties, and wheat production was only topped by Frederick County (Department of the Interior [DOI] 1864). The value of dairy cows in Washington County suggested a growing dairy industry (Reed 2011 :62). In 1870, the total value of farms in Washington County was assessed at $13 ,884,800-second only to Baltimore County. The county's farmers raised 6,310 milk cows and produced 930,246 bushels of wheat, the second largest amount in the state (DOI 1872). The grain industry in Maryland slowly declined during the second half of the nineteenth century. By 1900, flour and meal, previously Maryland's most valuable export, became only the fifth-most-valuable export due to the growth of manufacturing in the state. Midwestern grain production provided competition to Maryland and the state shared a smaller percentage of total national production. Midwestern states had modem grain mills that were more efficient, and the modernization of Maryland's mills proved too costly. The decline in grain production corresponded to the rise in production of dairy products and in orchard fruit cultivation (Reed 2011:62). The 1910 US Agricultural Census reported that Washington County produced 1,137,977 bushels of wheat and 388,254 bushels of orchard fruits a year. The same year, Washington County farmers raised 8,606 milk cows, which produced 2,032,573 gallons of milk (DOC 1913). By 1925, the county had 10,284 dairy cows, county farmers cultivated 750,888 bushels of wheat, and 559,401 bushels of orchard fruits were harvested (DOC 1927). Continuation Sheet No. 4 MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 Two technologies allowed for the dairy industry to expand: the introduction of silos in the United States in 1873, which allowed year-round feeding of livestock; and the introduction of the centrifugal separator in 1882, which was used to separate cream from milk. Dairy and produce production required large amounts of cultivated land and farm sizes increased. Cows required large amounts of forage space; additionally, cows required an increase in the growth of hay, clover, and alfalfa for feed. Wheat continued to be grown for sale and for straw. Com was grown for sale and for feed (Reed 2011 :74). By 1929, wheat production by Maryland farmers grossed $9,053,000 in contrast to dairy profits of $25,156,000. The 1930 Census reports that Washington County produced 705,222 bushels of wheat and county farmers raised 10,883 dairy cows that produced 5,718,629 gallons of milk (DOC 1932). A year later, as a result of a statewide drought lasting from 1930 to 1932 and the Great Depression, Maryland's wheat production grossed $1,715,000 and dairy production grossed $16,875,000. The drought caused an estimated loss of $38,000,000 in Maryland. Farmers were often too poor to provide collateral for Federal reliefloans and many relocated to urban areas, most commonly Baltimore (Reed 2011 :74-75). The number of farms in Washington County, as well as nationally, has decreased consistently since the Great Depression. In 1950, there were 2,025 farms in Washington County. By 1969, there were 906 farms in the county; 856 in 1974; 809 in 1992; and 775 in 2002. This trend is a direct reflection of shrinking number of farms nationally. In 1945, there were 5,859,169 farms in the United States; 3,157,857 farms on 1,110,187,000 acres in 1964; 2,257,757 on 1,104,777,234 acres in 1978; 2,240,976 on 986,796,579 acres in 1982; 1,925,300 on 945,531,506 acres in 1992; and 1,911,859 on 931,795,255 acres in 1997. There has been a consistent decrease in the number of farms in the United States but an increase in the average size of farms-from 352 acres in 1964 to 487 acres in 1997 (DOC 1951, 1972, 1973, 1977, 1980, 1994, 2004). The United States is increasingly urbanized. In 1850, 15.4 per cent of the population lived in urban areas. By 1950, 64 per cent lived in urban areas, and 80. 7 per cent in 2010 (United States Census Bureau 2005). Maryland, in general, and Washington County, specifically, illustrate this trend. Currently, there are 143 dairy farms in Washington County containing 12,672 cows (Department of Agriculture [DOA] 2014). Evaluation Resources contained within the Ario Farm in Washington County were evaluated individually and collectively for the qualities of significance and integrity applying the National Register Criteria for Evaluation (36 CFR 60.4[a-d]). The property previously was documented in an MIHP form completed in 1977 (Dickey 1977). The Ario Farm was evaluated within the historical contexts of the broad patterns of agricultural history in Washington County (Criterion A) and within the historical trends of rural architecture (Criterion C). In addition, analysis included a review of the history of persons associated with the property to determine their potential significance (Criterion B). The built resources remaining at the Arlo Farm include a modified bank barn dating from the late nineteenth century; a garage and silos dating from the mid-twentieth century; and a late twentieth-century storage building and feeding trough. Aerial photographs suggest that the dwelling and the gambrel-roof dairy barn were demolished sometime between 2011 and 2013 (NETR Online var.; Google Earth Pro). Continuation Sheet No. 5 MARYLAND IDSTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 The demolished farmhouse and dairy barn result in an incomplete farmstead unable to illustrate the important transition from grain to dairy farming in Washington County. The bank barn has been modified over time. Reed (2011:83) describes a typical bank barn as" ... built of log, stone, brick, or frame covered with vertical siding typically, [ ... with] a ramp at the back providing access to the upper threshing floor and an overhanging forebay at the front." The Arlo bank barn has wood framing, a stone foundation with concrete infill, and is clad in vertical wood siding with metal replacement doors on the east and west elevations. The side gable roof is sheathed in metal panels. The forebay of the bank barn has been extended to the ground level with concrete blocks, altering a character defining feature. No other support buildings from the late nineteenth century or early twentieth century survive to illustrate farming patterns. Due to building removal and alterations to the bank barn, the buildings and structures remaining at the Arlo Farm no longer form a cohesive entity to illustrate the agricultural trends of Washington County from the late nineteenth century through the mid-twentieth century. The Arlo Farm is not significant within the historic context of agricultural practices during this period, and no longer retains sufficient integrity of design, setting, materials, workmanship, feeling, and association to merit consideration for inclusion in the National Register of Historic Places applying Criterion A. Archival research provides no indication that any significant persons are associated with the Arlo Farm to qualify for listing in the National Register applying Criterion B. Applying Criterion C, the late-nineteenth-century bank barn at the Arlo Farm lacks integrity due to alterations in the form of material replacement and an addition. A large portion of the siding boards are no longer in place, and the addition of the ca. 1989 connected storage shed compromises the original state of the barn. The barn retains its stone foundation, typical of this period of construction, and also contains cinder-block infill from the mid twentieth century. The lack of the dwelling and the dairy barn have compromised the integrity of design, setting, feeling, and association of the complex so that the remaining mid-twentieth-century silos and supporting outbuildings do not collectively or individually reflect important examples of building practices associated with dairy farming in Washington County in the twentieth century. In summary, archival research, site investigation, and data analysis identified that the farmstead buildings and the associated acreage at Arlo Farm at 17939 Mason Dixon Road do not possess significance or integrity sufficient for listing in the National Register of Historic Places under Criteria A, B, or C. The property was not evaluated under Criterion D for this investigation. Bibliography Department of Commerce 1913 Thirteenth Census of the United States Taken in the Year 1910, Volume VL Agriculture 1909 and 1910, Reports by States, with Statistics for Counties Alabama-Montana. Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.cornell.edu/usda/ AgCensuslmages/1910/06/01/1833/41033 898v6ch6.p df, accessed January 2017. Continuation Sheet No. 6 MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-I-267 1927 United States Census of Agriculture 1925 Part II The Southern States. Government Printing Office, Washington, D.C. Electronic document, http://agcensus.mannlib.comell.edu/ AgCensus/ get VolumeOnePart.do?year= 1925&part_id =809&number=23&title=Maryland, accessed January 2017. 1932 Fifteenth Census of th e United States: 1930 Agriculture Volume II Part 2: The Southern States Government Printing Office, Washington, D.C. Electronic Document, http://agcensus.mannlib.comell.edu/AgCensus/getVolumeTwoPart.do?volnum=2&year=l 930&part id=l088&number=2&title=The%20Southem%20States, accessed January 2017. 1942 Sixteenth Census of the United States: 1940 Agriculture Volume 1 Part 3. Government Printing Office, Washington, D.C. Electronic document, http://agcensus.mannlib.comell.edu/AgCensus/getVolume0nePart.do?year=1940&part id =665&number=23&title=Maryland, accessed January 2017. 1951 United States Census of Agriculture: 1950, Counties and State Economic Areas: Delaware, Maryland, District of Columbia. Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.comell.edu/usda/ AgCensuslmages/1950/01/14/1793/34065075vl p 14.p df, accessed January 201 7. 1973 1969 Census of Agriculture Chapter 2 Farms: Number, Use of Land, Size of Farm Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.com ell. edu/usda/ AgCensuslmages/ 1969/02/02/ 566/Tab le-13 . pdf, accessed January 2017. 1972 1969 Census of Agriculture Volume 1 Part 23: Maryland Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.comell.edu/usda/ AgCensuslmages/1969/01 /23 /1969-01-23 .pdf, accessed January 201 7. 1977 1974 Census of Agriculture Volume 1 Part 20: Maryland State and County Data Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.comell.edu/usda/AgCensuslmages/1974/01 /20/1974-01-20.pdf, accessed January 201 7. 1980 1978 Census of Agriculture Volume 1: Summary and State Data Part 51 : United States. Government Printing Office, Washington, D.C.. Electronic document, http://agcensus.mannlib.comell.edu/AgCensus/getVolumeOnePart.do?year=l978&part id =185&number=51&title=United%20States, accessed January 2017. 1994 1992 Census of Agriculture Volume 1: Geographic Area Series Part 20: Maryland State and County Data. Government Printing Office, Washington, DC. Electronic document, MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM Continuation Sheet No. 7 MIHP No: WA-1-267 http://usda.mannlib.com ell. edu/usda/ AgCensusimages/ 1992/01 /20/1992-01-2 0-intro. pdf, accessed January 2017. 1999 1997 Census of Agriculture. Government Printing Office, Washington, DC. Electronic document, http://agcensus.mannlib.comell.edu/AgCensus/censusParts.do?year=1997, accessed January 201 7. 2004 2002 Census of Agriculture Volume 1: Geographic Area Series Part 20: Maryland State and County Data. Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.comell.edu/usda/ AgCensusimages/2002/01 /20/2002-01-20-intro. pdf, accessed January 2017. Department of the Interior 1864 Agriculture of The United States in 1860. Government Printing Office, Washington, D.C. Electronic document, http://usda.mannlib.cornell.edu/usda/ AgCensusimages/1860/1860b- 01.pdf, accessed January 2017. 1872 The Statistics of The Wealth and Industry of the United States. Government Printing Office, Washington, D.C. Electronic document, http ://usda.mannlib. cornell. edu/usda/ AgCensusimages/1870/187Oc-01. pdf, accessed January 2017. Dickey, Paula Stoner 1977 Maryland Inventory of Historic Places; Arlo Farms Inc McLaughlin House form. The Morning Herald [Hagerstown, Maryland] 1946 "Harry P. McLaughlin Dies Early on Friday." Apr 20. Hagerstown, Maryland. 1965 "Udder-ly Fantastic." Jul 20. Hagerstown, Maryland. Reed, Paula S. 2011 Tillers of the Soil: A History of Agriculture in Mid-Maryland. Catoctin Center for Regional Studies, Frederick, Maryland. Smith, Joshua 1900 Map of the Main Battlefields, Routes, Camps, and Head Qrs., in the Gettysburg, Wilderness and Appomattox Campaigns of the Civil War in US. Chicago. Accessed digitally through the Library of Congress at http://hdl.loc.gov/loc.ndlpcoop/ gl vaO 1.1vaOO1 72 U.S. Federal Census-Slave Schedule 1850 Perry McLaughlin, Washington County, Maryland. Accessed via Ancestry.com, January 2017. United States Census Bureau Continuation Sheet No. 8 MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM MIHP No: WA-1-267 2005 Historical Census Statistics on Population Totals by Race, 1790 to 1990, and By Hispanic Origin, 1970 to 1990, For Large Cities and Other Urban Places in the United States. Electronic document, http://www. census. gov /population/www I documentation/twps007 6/twps007 6 .html, accessed January 2017. Washington County Land Records Various. Electronic documents, https://mdlandrec.net. Williams, T.J.C. 1906 History of Washington County, Maryland, Vol. II. Regional Publishing Company, Baltimore, Maryland. Prepared by: Alison Hill, Architectural Historian Kirsten Peeler, Sr. Project Manager R. Christopher Goodwin & Associates, Inc. Date Prepared: January 2017 ~~~~~~~~~~~- () Service Layer Credits: Copyright:CI 2013 National Geographic Society, i-cubed N l'"L_J METERS 0 200 400 W E II I I L_JfEET 0 500 1,000 S MAP SCALE: 1:24,000 SPA TlAL REFERENCE SYSTEM: ST PL MD I NAO 83 • Built Resource --Building Site Parcel Boundary D Quad Sheet Boundary Arlo Farm Site, WA-I-267 17939 Mason Dixon Road Washington County, Maryland USGS 7.5' Quadrangle Locator R. Christopher Goodwin & Associates. Inc. I 241 East Fourth Street. Suite 100 I Frecerick, Maryland 21701 Service layer Credits USGS High Resolution Aerial lmgery (2014) N IL___JMETERS 0 10 20 W E II I I L...JFEET 0 25 50 s I INCH = 100 FEET SPA TlAL REFERENCE SYSTEM: ST PL MD I NAD 83 Arlo Farm Site, WA-l-267 17939 Mason Dixon Road Washington County, Maryland Site Map R. Christopher Goodwin & Associates, Inc. I 241 East Fourth Street, Suite 1 OD I Frederick, Maryland 21701 Maryland Historical Trust Maryland Inventory of Historic Properties Form Inventory No. WA-1-267 Arla Farm Washington County, Maryland Continuation Sheet Number Photo Log Page 1 The following information is the same for each photograph: 1. MIHP #WA-I-267 2. Arlo Farm 3. Washington County, Maryland 4. R. Christopher Goodwin & Associates, Inc. (RCG&A) 5. January 2017 6. MHT Photo paper and ink: Epsom UltraChrome pigmented inks on Epsom Premium Glossy Photo Paper Verbatim Ultralife Gold Archival Grade CD-R, PhthaloCyanine Dye Photo# WA-I-0267 2017-01-12 01.tif -- WA-I-0267 2017-01-12 02.tif --WA-I-0267 2017-01-12 03.tif --WA-I-0267 2017-01-12 04.tif -- WA-I-0267 2017-01-12 05.tif --WA-I-0267 2017-01-12 06.tif --WA-I-0267 2017-01-12 07.tif -- Bank barn and silos, looking south Bank barn, looking west Bank barn, looking east Bank barn and silos, looking south Bank barn and storage shed, looking north Garage, looking south Feeding trough, looking south - ABSTRACT llA•l•267 Arlo Farms Maugansville Vicinity private 19th Century The buildings on Arlo Farms include a two part, two story, six bay 19th century brick house with a recessed double porch along part of the south elevation. Also present is a long frame bank barn and related agri- C'~ltural outbuildings. f' ! _J Copy II MARYLAND HISTORICAL TRUST WA•I-267 District 13 Map 10 Parceb,~8 2.'2-02S~~~ INVENTORY FORM FOR STATE HISTORIC SITES SURVEY 6NAME HISTORIC McLaughlin Farm AND/OR COMMON Arlo Farms . flLOCA TION STREET & NUMBER South of State Line Road. CONGRESSIONAL DISTRICT CITY. TOWN Maugansville x VICINITY OF Mason-Dix.on STATE • Ma;:yland DcLAss1~1cATION CATEGORY OWNERSHIP STATUS _DISTRICT _PUBLIC 'Lo.ccu Pl ED XBUILDING!S) :[_PRIVATE _UNOCCUPIED _STRUCTURE _BOTH _WORK IN PROGRESS _SITE PUBLIC ACQUISITION ACCESSIBLE --_OBJECT _IN PROCESS _YES RESTRICTED -BEING CONSIDERED _YES UNRESTRICTED ~NO DOWNER OF PROPERTY NAME Arlo Farina General Partnershi1» C/O Adam Martin STREET & NUMBER Box 305 CITY. TOWN Maugansville -VICINITY OF llLOCATION OF LEGAL DESCRIPTION COURTHOUSE. REGISTRY OF DEEDS.ETC Washington County Court House STREET & NUMBER West Washington Street CITY. TOWN Hagerstown II REPRESENTATION IN EXISTING SURVEYS TITLE DATE COUNTY Washington PRESENT USE ~GRICULTURE _MUSEUM _COMMERCIAL _PA~K _EDUCATIONAL XPRIVATE REStDENCE _ENTERTAIN_MENT _RELIGIOUS __ GOVERNMENT _SCIENTIFIC _INDUSTRlAL _TRANSPORTATION _MILITARY _OTHER Telephone #: STATE ' Zl.p code Maryland 21767 Liber # : . 550 Folio #: 616 STATE Marvland 21740 _FEDERAL -STATE _COUNTY _LOCAL DEPOSITORY FOR SURVEY RECORDS CITY. TOWN STATE II DESCRIPTION _EXCELLENT }f_GOOO _FAIR CONDITION _OETERIORATEO _RUINS _UNEXPOSED CHECK ONE _UNALTERED KALTERED < 50% CHECK ONE X_oRtGrNAL SITE _MOVED DATE--- DESCRIBE THE PRESENT AND ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE This rural domestic complex is located at the end of a private lane extending in a southerly direction from State Line Road, north of Maugansville in Washington County, Maryland. The house is situated on level grotmd and faces north. It is a two story, six bay brick struc• ture resting on fieldstone foundations. A vertical seam in the north elevation east of the third bay from the west end suggests that the house was built in sections. At the south eleva• tion, the eastern three bays are recessed beneath a double porch which is included under the main roof span. A one story, one bay wing extends to the east. The entire structure is painted white. The west three bays of the front elevation display Flemish bonding. Most of the bricks used in the other elevations are stretchers suggesting that the west part of the house may be brick casing over another material such as log. Also associated with the masonry are high flat arches over the openings in the west end of the north elevation. Arches at the south elevation are almost half as high as those at the front. Windows are not spaced symmetrically in the walls. All have narrow frames and most hold two over two pane double hlmg sashes. They are flanked with pairs of louvered shutters. In the east section of the house, the windows are spaced quite closely together and are larger than those in the west end. The entrance in the north wall appears to be framed similarly to the windows. It may havt.. . .ad a transom originally. To its east is a window which shows evidence of having been a door at one time. These two openings are sheltered by a one story hipped roof porch supported by cham• fered square posts. At the south elevation, entrances are located in the third bay from the west end and under the double porch at both the first and second story levels. A Victorian period railing encloses the second story porch. The entrance in the west section of the south elevation has a gable roofed one story porch with Victorian gingerbread trim. The roof is sheathed with corrugated sheet metal and extends beyond the end walls of the house. There is no decorative trim associated with the eaves area. A large brick chimney is located inside the west end wall. A smaller chimney, also of brick is located inside the east end. - West of the house is an unusually long frame bank barn with metal ventilators projecting from the roof. Other agricultural outbuildings are located nearby. The structures appear to be in good condition and are located on a farm containing 172.28 acres. CONTINUE ON SEPARATE SHEET IF NECESSARY II SIGNIFICANCE 'ERIOD AREAS OF SIGNIFICANCE --CHECK ANO JUSTIFY BELOW _PREHISTORIC ~RCHEOLUGY-PREHISTORIC _COMMUNITY PLANNING _LANDSCAPE ARCldlTECTURE _1400-1499 ~RCHEOLOGY-HISTORIC _CONSERVATION _LAW _1500-1599 ~GRICULTURI; _ECONOMICS _LITERATURE _1600-1699 XARCHITECTURE _EDUCATION _MILITARY _1700-1799 ~RT _ENGINEERING _MUSIC :[_ 1800-1899 _COMMERCE _EXPLORATION/SETTLEMENT _PHILOSOPHY _1900-_COMMUNICATIONS _INDUSTRY _POLITICS/GOVERNMENT _INVENTION SPECIFIC OATES BUI LOER/ ARCHITECT STATEMENT OF SIGNIFICANCE _RELIGION _SCIENCE _SCULPTURE _SOCIAUHU MANITARIAN _THEATER _TRANSPORTATION _OTHER (SPECIFY) The buildings on Arlo Farms include a two part, two story, six bay 19th century brick house with a recessed double porch along part of the south elevation. Also present is a long frame bank barn and related agricultural outbuildings. Worthy of note are the changes that the house appears to have had. Alterations to the masonry suggest that it was built in two parts and that its western section is older. This portion of the house originally fronted to the north as indicated by the use of Flemish bonding and the brickwork associated with the win- dows and doors. The addition of the southern three bays apparently occured during the third quarter of the 19th century. At that time, it would seem that the south elevation was made the front wall and emphasized by the addition of prominent porches. An 1877 plat of the fr•; filed among the Washington County Equity Court records shows the hQilase as having the s. • shape it has today. Apparently this farm was for much of the 19th and early 20th centuries owned by the McLaugh- lin family. A portion of the land now included on the farm was purchased by Henry McLaughlin from Jacob Shimer for 1'1100 in 1808 (S/1081). It was acquired by the present owners in 1946. (239/290). The farm includes parts of the land grants, "Sehneblyts Success," ''Resurvey on Plunck's Doubt," "Miller's Desire," "Plunck's Doubt" and ''Garden of Eden." T.J.c. Williams' Histgry of Washington County includes a biographical sketch of the McLaugh~ lin family. Williams reports that during the Civil War, 5,000 confederate troops who were in retreat from the Battle of Gettysburg ''camped one night in Perry B. McLaughlin's woods, near his residence." 1 1 T.J.C. Williams, History of Washington County. Vol. II. Hagerstown, Md: Mail Publishing Co,, (1906), p. 817. CONTINUE ON SEPARATE SHEET IF NECESSARY i!IMAJOR BIBLIOGRAPHICAL REFERENCES Washington County Land Records. Williams, T.J.c., History of Washington C0tmty. Maryland. Hagerstown, Md: Mail Publishing Co., 1906. CONTINUE ON SE~AW\TE SHEET IF NECESSARY ll!JGEOGRAPHICAL DATA ACREAGE OF NOMINATED PROPERTY 172. 28 acres VERBAL BOUNDARY DESCRIPTION LIST ALL STATES AND COUNTIES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES STATE COUNTY STATE COUNTY mFORMPREPAREDBY NAME I TITLE Paula Stoner Dickey, Consultant ORGANIZATION Washington County Historical Sites Survey STREET & NUMBER County Office Building, 33 West Washington Street CITY OR TOWN Hagerstown DATE March 1977 TELEPHONE 791.-3065 STATE Ma.ryland 21740 The Maryland Historic Sites Inventory was officially created by an Act of the Maryland Legislature, to be found in the Annotated Code of Maryland, Article 41, Section 181 KA, 1974 Supplement. The Survey and Inventory are being prepared for information and record purposes only and do not constitute any infringe- ment of individual property rights. RETURN TO: Maryland Historical Trust The Shaw House, 21 State Circle Annapolis, Maryland 21401 ( 301) 0 267-1438 . PS· t tol i I . I I - DEPARTMENT OF T!-!E INTERIOR GEa°LOGICAL SURVEY : i• 4 ..... '-.• s11u.-.--G ,,. •.11. ~ c;...... . ~. , -.1 •,1 r • • :~ '"' \•, : I P~ULA SiONER OICKE.Y CONSUl1 ;H. V/ASHl!'{GTON CO. ttlSlORICAl s1iES suRVE't ~ .r.R DICKEY w• ~ , ',T ~ "~ NGTON CO. ll :.lllRlCAL SITES SURVEY /1 I 1·' , J PAULA STC"~ER DICKEY l!ONSULTANT. WASHINGTON CO. HISTORICAL SITES SURVE'( XXXXXXXX X XMV DOWNSVILLE PIKEE 10 95 44 6N 7 0 0 4 6 7 N 7 0 0 4 6 7 E 10 92 28 8 E 10 92 2 88 N 7 0 3 4 6 7 PROJECT SITE SUBJECT PROPERTY Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCCOVER SHEET1 OF 18 LOCATION PLAN SCALE: 1" = 500' PROPERTY OWNER MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE HAGERSTOWN, MD 21740 CIVIL ENGINEER/ LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC ATTN: SEAN MILLER, P.E. 1801 PORTER STREET SUITE 401 BALTIMORE, MD 21230 TEL: (443) 743- 3470 APPLICANT/DEVELOPER: DOWNSVILLE SOLAR II LLC ATTN: JESSE CUTAIA THREE RADNOR CORPORATE CENTER, SUITE 300 100 MATSONFORD ROAD RADNOR, PA 19087 EMAIL: JESSE.CUTAIA@AES.COM SITE PLAN FOR DOWNSVILLE SOLAR II SOLAR ENERGY GENERATING SYSTEM COMMUNITY SCALE ON THE LANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE, HAGERSTOWN, MD 21740 WASHINGTON COUNTY TAX MAP: 0059, PARCEL: 1085 ELECTION DISTRICT: 02-001 NOR T H SURVEYOR KARINS AND ASSOCIATES ATTN: JOHN METTEE, PLS 2113 EMMORTON PARK ROAD SUITE 100 EDGEWOOD, MD 21040 TEL:(410) 612-9900 EMAIL: JMETTEE@KARINSENGINEERING.COM OVERALL SITE SUMMARY SURVEY NOTE THIS PLAN IS BASED ON A TOPOGRAPHIC SURVEY PREPARED BY KARINS AND ASSOCIATES, INC. ENTITLED "TOPOGRAPHIC SURVEY PLAN FOR THE LANDS OF WILLA J VATERS, TRUSTEE, 17137 BLACK STALLION LANE, SITUATED IN: WASHINGTON COUNTY, MARYLAND" DATED MARCH 2021. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD88 ZONING NOTES OVERALL PROPERTY AREA (TM. 0056, P. 1085)= 94.61 AC± = 4,121,212 SF± EXISTING ZONING: AR, AGRICULTURE (RURAL) EXISTING LAND USES:AGRICULTURE PROPOSED ZONING: AR, AGRICULTURE (RURAL) PROPOSED LAND USES:AGRICULTURE; SOLAR ENERGY GENERATING SYSTEM: COMMUNITY SCALE ** PERMITTED VIA APPROVED SPECIAL EXCEPTION DATED SEPTEMBER 9, 2022 PLANNING REGION:NONE COMPREHENSIVE PLAN DESIGNATION:AGRICULTURAL / RURAL PLAN REVIEW TRACKING NUMBER SWCP22-030 WATER AND SEWER CONTRACT NUMBERS N/A PROJECT AREA TOTAL PROJECT AREA (INCLUDING BUFFER AREA)=94.61 AC± TOTAL DISTURBED AREA =25.94 AC± SOLAR ARRAY/ENERGY STORAGE (AREA W/IN FENCE)=21.88 AC± AREA WITHIN CRITICAL AREA =0.00 AC± AREA WITHIN 100-YR FLOODPLAIN =0.00 AC± EXISTING IMPERVIOUS AREA =1.80 AC± EXISTING IMPERVIOUS AREA TO BE REMOVED =0.00 AC± PROPOSED IMPERVIOUS AREA =1.11 AC± ROAD ENTRANCES, ACCESS/DRIVES =1.08 AC± EQUIPMENT & PADS (INVERTORS/ENERGY STORAGE/TRANSFORMERS)=0.03 AC± TOTAL IMPERVIOUS AREA =2.91 AC± SURVEY INFORMATION TOPOGRAPHIC SURVEY: KARINS AND ASSOCIATES TITLE: TOPOGRAPHIC SURVEY FOR THE LANDS OF WILLA J VATERS, TRUSTEE DATED: 03/31/2021 LOD = 25.94 AC BULK REQUIREMENTS REQUIRED PROPOSED LOT AREA 3 AC 96.83 AC MAX. BUILDING HEIGHT 20 FT <20 FT MIN. FRONT YARD 50 FT >50 FT MIN. SIDE YARD 50 FT >50 FT MIN. REAR YARD 50 FT >50 FT GENERAL NOTES 1.ALL GRADING FOR THIS PROJECT SHALL BE THE FULL RESPONSIBIILTY OF THE PROPERTY OWNER. 2.THERE IS A 10’ WIDE DRAINAGE AND UTILITIES EASEMENT ALONG ALL FRONT LOT LINES AND AN 8’ WIDE DRAINAGE AND UTILITIES EASEMENT ALONG ALL SIDE AND REAR LOT LINES HEREBY RESERVED UNLESS OTHERWISE SHOWN HEREON. 3.A PUBLIC WORKS AGREEMENT AND PERFORMANCE SECURITY WILL BE REQUIRED FOR ALL IMPROVEMENTS WITHIN THE COUNTY RIGHT-OF-WAY THAT ARE NOT OTHERWISE REGULATED UNDER A UTILITY PERMIT OR ENTRANCE PERMIT. 4.A UTILITY PERMIT WILL BE REQUIRED FOR ANY PROPOSED UTILITY WORK LOCATED WITHIN THE COUNTY RIGHT-OF-WAY. 5.A COMPLETE SET OF APPROVED PLANS AND A COPY OF THE GRADING PERMIT MUST BE ON SITE AND AVAILABLE FOR USE BY THE INSPECTOR, OR OTHER REPRESENTATIVE OF WASHINGTON COUNTY DIVISION OF ENGINEERING & CONSTRUCTION. 6.PLEASE BE ADVISED THAT ANY PROJECT WHICH CREATES A DISTURBANCE OF ONE (1) ACRE OR MORE WILL REQUIRE A ‘NOTICE OF INTENT TO COMPLY WITH THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY’ (NOI). THE NOI IS REQUIRED UNDER THE CLEAN WATER ACT AS STATED IN 40 CFR 122.26 AND CODE OF MARYLAND REGULATIONS COMAR 26.08.04.09A AND IS REGULATED BY THE MARYLAND DEPARTMENT OF ENVIRONMENT (MDE). THE NOI IS TO BE SUBMITTED WITH THE APPROPRIATE FEES DIRECTLY TO THE MDE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. NO LAND DISTURBING ACTIVITY THAT REQUIRES A GRADING PERMIT FROM WASHINGTON COUNTY SHOULD PROCEED UNTIL THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (MDR10) HAS BEEN ISSUED BY MDE. 7.NO PERMANENT STRUCTURES (FENCES, SHEDS, PLAY EQUIPMENT, RETAINING WALLS, ETC.) SHALL BE PERMITTED WITHIN ANY STORM DRAINAGE EASEMENT EITHER SHOWN OR DESCRIBED ON THE FINAL PLAT OF SUBDIVISION. 8.DEVELOPER/CONTRACTOR MUST CONTACT THE CERTIFYING ENGINEER AND THE COUNTY AT LEAST 5 DAYS PRIOR TO THE START OF CONSTRUCTION OF THE STORM WATER MANAGEMENT SYSTEM TO SCHEDULE AND COORDINATE INSPECTION TIME TABLES. 9.IN CONFORMANCE WITH THE STORM WATER MANAGEMENT ORDINANCE OF WASHINGTON COUNTY, A PERFORMANCE SECURITY AND EXECUTED MAINTENANCE AND ACCESS AGREEMENT SHALL BE REQUIRED FROM THE DEVELOPER PRIOR TO ISSUANCE OF ANY BUILDING OR GRADING PERMIT FOR CONSTRUCTION PER THESE PLANS. OWNER/DEVELOPER CERTIFICATION – WASHINGTON COUNTY I/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION, AND/OR DEVELOPMENT WITHIN THE COUNTY RIGHT OF WAY WILL BE DONE PURSUANT TO THIS PLAN AND IN ACCORDANCE WITH THE STORM WATER MANAGEMENT ORDINANCE OF WASHINGTON COUNTY AND THE POLICY ON CONSTRUCTION OF SUBDIVISION INFRASTRUCTURE FOR ACCEPTANCE AND OWNERSHIP BY WASHINGTON COUNTY (S-3). _________________ __________________________ ______________________________ DATE PRINTED NAME SIGNATURE ENGINEER AS-BUILT STORMWATER MANAGEMENT CERTIFICATION I VERIFY AND AFFIRM THAT THE CONSTRUCTION FOR THE STORM WATER MANAGEMENT FACILITIES AS PERFORMED EITHER MEETS OR EXCEEDS THE REQUIREMENTS AND DESIGN INTENT OF THIS PLAN, INCLUDING ALL SPECIFICATIONS AND REFERENCED STANDARDS, AND HAS BEEN COMPLETED IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES. I ALSO VERIFY AND AFFIRM THAT I HAVE REVIEWED THE CONSTRUCTION INSPECTION DOCUMENTATION AND THE AS-BUILT INFORMATION; THAT IT HAS BEEN DONE IN ACCORDANCE WITH WASHINGTON COUNTY REQUIREMENTS AND AT A LEVEL DEEMED NECESSARY TO ASSURE THE VERIFICATION MADE HEREIN; AND ALL DISCREPANCIES BETWEEN THE AS-BUILT INFORMATION AND APPROVED PLANS HAVE BEEN NOTED AND ARE CONSIDERED ACCEPTABLE TO THE CONSULTANT. _________________ __________________________ ______________________________ DATE PRINTED NAME SIGNATURE APPROVED WASHINGTON COUNTY DIVISION OF PLAN REVIEW & PERMITTING ___________________________________________ _________________________ SIGNATURE DATE APPROVED WASHINGTON COUNTY SOIL CONSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL PLAN APPROVAL BY: _______________________________________________ DATE: _______________________________________________ (PLAN IS VALID FOR TWO YEARS FROM DATE OF APPROVAL) 5935902/15/2023 ENGINEER/ARCHITECT DESIGN CERTIFICATION I/WE HEREBY CERTIFY THIS PLAN FOR SOIL EROSION AND SEDIMENT CONTROL AND POND CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH LOCAL ORDINANCES, COMAR 26.17.01.07, MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL, AND MEETS THE MARYLAND POND STANDARD 378. _________________ __________________________ ______________________________ DATE REG. NO. SIGNATURE AC CAPACITY AT POI 2.0 MW DC CAPACITY 2.788 MW DC:AC RATIO AT POI 1.39 DESIGN TEMPERATURE 37 °C BYD MLTK-36 540W MODULE COUNT 5,157 STRING SIZE 27 MODULES PITCH 24.99' INTER-ROW SPACING (MODULE TO MODULE)17.52' GCR 30% SOLECTRIA 125KW INVERTER COUNT 16 INVERTER NAMEPLATE RATING 125 KVA RACKING TYPE NEXTRACKER 1P TRACKER MOTOR COUNT 87 3 STRING TRACKER ROWS 30 2 STRING TRACKER ROWS 41 1 STRING TRACKER ROWS 13 TOTAL PARCEL ACREAGE 94.6 LINEAR FEET OF FENCE 3,371 FENCED ACREAGE 19.87 LINEAR FEET OF INTERIOR GRAVEL ROADS 2,432' LINEAR FEET OF MV CIRCUIT/TRENCH 1,677' LAYDOWN AREA (ACRES)1.12 WATER QUALITY MANAGEMENT TOTAL AREA (ACRES).44 SYSTEM DETAILS DISTURBED AREA QUANTITIES THE TOTAL AREA TO BE DISTURBED SHOWN ON THESE PLANS HAS BEEN DETERMINED TO BE APPROXIMATELY 1,110,780 SQUARE FEET. AND THE TOTAL AMOUNT OF EXCAVATION AND FILL AS SHOWN ON THESE PLANS HAS BEEN COMPUTED TO BE APPROXIMATELY 323 CUBIC YARDS OF EXCAVATION AND APPROXIMATELY 871 CUBIC YARDS OF FILL. _______________________________ _____________________________ ENGINEER SIGNATURE DATE 02/15/2023 Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 OVERALL EXISTING CONDITIONS 3 OVERALL SITE PLAN 4 ENLARGED SITE PLAN 5 ENLARGED ENTRANCE SITE PLAN 6 SITE DETAILS 7 LANDSCAPE DETAILS 8 GRADING AND DRAINAGE PLAN 9 PRE-DEVELOPMENT DRAINAGE AREA MAP 10 POST-DEVELOPMENT DRAINAGE AREA MAP 11 OVERALL STORMWATER MANAGEMENT PLAN 12 STORMWATER MANAGEMENT DETAILS 13 SOIL EROSION AND SEDIMENT CONTROL PLAN 14 ENLARGED SOIL EROSION AND SEDIMENT CONTROL PLAN 15 SEDIMENT TRAP DETAILS 16 SOIL EROSION AND SEDIMENT CONTROL DETAILS 17 SOIL EROSION AND SEDIMENT CONTROL DETAILS 18 SOIL EROSION AND SEDIMENT CONTROL NOTES OWNER/DEVELOPER CERTIFICATION – WASHINGTON COUNTY I/WE HEREBY CERTIFY THAT ALL CLEARING, GRADING, CONSTRUCTION, AND/OR DEVELOPMENT WITHIN THE COUNTY RIGHT OF WAY WILL BE DONE PURSUANT TO THIS PLAN AND IN ACCORDANCE WITH THE STORM WATER MANAGEMENT ORDINANCE OF WASHINGTON COUNTY AND THE POLICY ON CONSTRUCTION OF SUBDIVISION INFRASTRUCTURE FOR ACCEPTANCE AND OWNERSHIP BY WASHINGTON COUNTY (S-3). _________________ __________________________ ______________________________ DATE PRINTED NAME SIGNATURE 24 Mar 2023 Jesse Cutaia SOIL BOUNDARY PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR BUILDING RESTRICTION LINE EXISTING VEGETATION LIMITS EXISTING EASEMENT EXISTING FENCELINEX EXISTING OVERHEAD ELECTRIC LEGEND EXISTING BUILDING EXISTING VEGETATED AREA BEDROCK OUTCROP STEEP SLOPES (>25%) SsA SOIL MAP UNIT SYMBOL MDE WATERSHED DIVIDE ERODIBLE SOILS (K>0.35 ON SLOPES>15%) STEEP SLOPES (15-25%) PRIME FARMLAND FARMLAND OF STATEWIDE IMPORTANCE KB KB 25-FOOT KARST BUFFER KARST POINT KARST AREA XX-# GEOTECHNICAL BORING LOCATION EXISTING UTILITY POLE RIGHT-OF-WAY CRZCRZCRZST1 EXISTING SPECIMEN TREE WITH CRITICAL ROOT ZONE RCP 18" INV. = 557.39 RCP 18" INV. = 556.39 RCP 12" INV. = 549.29 RCP 12" INV. = 548.88 CMP 18" HI 24" WIDE INV. = 546.73 CMP 18" HI 24" WIDE INV. = 547.09 FENCE POST FENCE POST CMP 18" HI 30" WIDE INV. = 540.89 CMP 18" HI 30" WIDE INV. = 541.44 FENCE POST FENCE POST XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) SpA (D) DsB (B) SsA (D) HaA (B)CONOCOCHEAGUE CREEKWATERSHEDUPPER POTOMACWATERSHEDKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBB-1 TP-1 B-2 B-4 TP-2 B-3 ERT-3 ERT-1 ERT-2 LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'EXCEPTION #8 POLE LINE AGREEMENT DEED GMS 342/233 EXCEPTION # 12 INGRESS & EGRESS EASEMENT AREA PLAT #4528 EXCEPTION # 6 EASEMENT AREA SRC #13398 EXCEPTION # 6 15' WIDE EASEMENT SRC #13398 EXCEPTION #7 POLE LINE AGREEMENT DEED GMS 302/156 EXCEPTION # 11 & 13 50' RIGHT OF WAY RESERVED FOR FUTURE STREET DEED DJW 1200/478 & DJW 1201/708 AND PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 EXCEPTION # 10 - APPROXIMATE LOCATION UNDERGROUND SERVICE DEED DJW 991/70 SEPTIC RESERVE EASEMENT AREA PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 SEPTIC RESERVE EASEMENT AREA PLAT #4528 EXCEPTION #7 POLE LINE AGREEMENT DEED GMS 302/156 EXCEPTION # 6 EASEMENT AREA SRC #13397 EXCEPTION # 6 10' WIDE EASEMENT SRC #13397 MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'EXCEPTION # 9 - APPROXIMATE LOCATION UNDERGROUND SERVICE DEED VJB 711/1013 50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 42.0' ERODIBLE SOILS AREA (TYP.) ERODIBLE SOILS AREA (TYP.) Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 OVERALL EXISTING CONDITIONS SCALE: 1" = 150' SOIL TYPES MAP UNIT SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP CLASSIFICATION % OF OVERALL PROPERTY AREA DsA DUFFIELD SILT LOAM, 0 TO 3 PERCENT B PRIME 8.74% DsB DUFFIELD SILT LOAM, 3 TO 8 PERCENT B PRIME 19.50% DuB DUFFIELD SILT LOAM, 3 TO 8 PERCENT, VERY ROCKY B FARMLAND OF STATEWIDE IMPORTANCE 5.57% HaB HAGERSTOWN SILT LOAM, 3 TO 8 PERCENT B PRIME 3.71% HbB HAGERSTOWN SILTY CLAY, 3 TO 8 PERCENT, VERY ROCKY B FARMLAND OF STATEWIDE IMPORTANCE 14.67% HbC HAGERSTOWN SILTY CLAY, 8 TO 15 PERCENT, VERY ROCKY B NOT PRIME 14.54% HcC HAGERSTOWN-ROCK OUTCROP COMPLEX, 8 TO 15 PERCENT B NOT PRIME 18.28% SpA SWANPOND SILT LOAM, 0 TO 3 PERCENT D PRIME 2.35% SsA SWANPOND-FUNKSTOWN SILT LOAMS, 0 TO 3 PERCENT D PRIME IF IRRIGATED 12.64% NOR T H DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCOVERALL EXISTINGCONDITIONSSENSITIVE AREA NOTE: THE SUBJECT PROPERTY DOES NOT CONTAIN EXISTING NON-TIDAL WETLANDS, STREAMS, OR 100-YEAR FLOODPLAIN. THERE ARE NO SENSITIVE AREA BUFFERS REQUIRED FOR THIS PROJECT SITE. SURVEY INFORMATION 1.EXISTING TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY KARINS AND ASSOCIATES, DATED 03/31/2021. 2.EXISTING ENVIRONMENTAL FEATURES BASED ON FIELD WORK COMPLETED BY KIMLEY-HORN ON DECEMBER 23, 2021 USING SUB-FOOT ACCURATE GNSS/GPS AND FORESTRY SUPPLIERS DBH FABRIC TAPE. 3.COORDINATES SHOWN HEREON REFER TO THE NAD83 (2011) HORIZONTAL DATUM. 4.ELEVATIONS SHOWN HEREON REFER TO THE NAVD88 VERTICAL DATUM. 5.SITE SURVEY HAS BEEN SUPPLEMENTED BY WASHINGTON COUNTY GIS. PROPERTY OWNER INFORMATION MAP 56 PARCEL 1085 - MICHAEL D VATERS, SR. - 4705/406 - ZONED: AR - CURRENT USE: AGRICULTURE DEMOLITION NOTES 1.LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVE UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK. 3.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 4.FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER. 5.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. ADJOINING LANDOWNERS MAP 56 PARCEL 133 - BRITNER FAMILY FARMS LLC - 4127/060 - ZONED: A - CURRENT USE: AGRICULTURAL MAP 56 PARCEL 138 - MICHAEL B FORSYTHE & CHRISTINA A FORSYTHE - 1901/542 - ZONED: A - CURRENT USE: AGRICULTURAL MAP 56 PARCEL 140 - MICHAEL D VATERS, SR. - 5113/423 - ZONED: R - CURRENT USE: RESIDENTIAL MAP 56 PARCEL 141 - THOMAS T MERCURO - 5047/177 - ZONED: A - CURRENT USE: AGRICULTURAL MAP 56 PARCEL 018 - TRAVIS HOLDING INC - 5526/110 - ZONED: C - CURRENT USE: COMMERCIAL SURVEY CONTROL HORIZONTAL DATUM: NAD83 (2011) VERTICAL DATUM: NAVD88 SURVEY CONTROL TIE POINTS: PUTMAN (NGS HORIZONTAL & VERTICAL CONTROL POINT) PID: JV7240 - SURVEY DISK SET IN CONCRETE MONUMENT NORTH 684,517.24 FEET EAST: 1,191,972.44 FEET ELEV: 417.53 FEET RED (NGS HORIZONTAL CONTROL POINT) PID: JV7241 - SURVEY DISK SET IN CONCRETE MONUMENT NORTH: 699,999.17 FEET EAST: 1,190,059.65 FEET ELEV: 574.23 FEET G 90 (NGS VERTICAL CONTROL POINT) PID: JV1888 - SURVEY DISK SET IN CONCRETE MONUMENT ELEV: 423.12 FEET X 89 RESET (NGS VERTICAL CONTROL POINT) PID: JV1892 - SURVEY DISK SET IN CONCRETE MONUMENT ELEV: 496.42 FEET 2 OF 18 PROPOSED GRAVEL ACCESS DRIVE EASEMENT LINE BUILDING RESTRICTION LINE ADJACENT PROPERTY LINE PROPERTY LINE PROPOSED SOLAR PANEL EXISTING MAJOR CONTOUR EXISTING OVERHEAD ELECTRIC EXISTING FENCELINE PROPOSED FENCELINE X MV MV SITE LEGEND EXISTING UTILITY POLE EXISTING TREE EXISTING MINOR CONTOUR PROPOSED LANDSCAPE BUFFER CRZ CRZ CRITICAL ROOT ZONE LOD LIMITS OF DISTURBANCE ST-7 ROAD CENTERLINE PROPOSED INTERCONNECTION POLE TREELINE SLOPES GREATER THAN 25% X PROPOSED UNDERGROUND ELECTRIC OH-MV PROPOSED OVERHEAD ELECTRIC PROPOSED TEMPORARY STAGING AREA PROPOSED ACCESS DRIVE IMPROVEMENTS MDE WATERSHED DIVIDE EXISTING PAVED ACCESS DRIVE TO REMAIN XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR BEDROCK OUTCROP RIGHT-OF-WAY FENCE POST FENCE POSTFENCE POST FENCE POST XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 KBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBLANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODOH-MV OH-MV OH-MV MV MVMVMVMVMVMVMVMV XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXX X 25.0'16.0'17.5'7.5' REFER TO ENLARGED SITE PLAN: SHEET 4 2214.8'20.0' 2 0 . 0 ' REFER TO ENLARGED SITE PLAN: SHEET 5 R102.0' R82.0' 5 7 0 5 6 9 56 8 57 3 57 5 5505 5 1552 553 57 4 554 555556 55 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554 553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562 563 544 542.5 555 554 553552 PROPOSED 16-FT GRAVEL ACCESS DRIVE 25-FT WIDE LANDSCAPE BUFFER TRUCK TURNING TEMPLATE PROPOSED 20-FT WIDE T-TURNAROUND PROPOSED FENCELINE (TYP.) ARRAY AREA PROPOSED SOLAR PANELS (TYP.) PROPOSED TEMPORARY LAYDOWN AREA 50-FT SIDE YARD SETBACK 50-FT REAR YARD SETBACK 50-FT FRONT YARD SETBACK PROPOSED 24-FT SECURITY GATE PROPOSED UNDERGROUND CONDUIT EXISTING TREES TO REMAIN (TYP.) APPROXIMATE LIMITS OF EXISTING BEDROCK OUTCROPPING (TYP.) APPROXIMATE LIMITS OF EXISTING BEDROCK OUTCROPPING (TYP.) EXISTING TREES TO REMAIN (TYP.) PROPOSED 16-FT ACCESS DRIVE, CONTRACTOR TO IMPROVE EXISTING DRIVE INTERCONNECTION POLES (TYP.) AASHTO 2011 (US) WB-67 (TYP.) EXISTING 34-FT ENTRANCE TO REMAIN PROPOSED EQUIPMENT PAD Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 OVERALL SITE PLAN SCALE: 1" = 150'NOR T H GENERAL NOTES: 1.THE PROPOSED SITE WILL ADHERE TO THE 50-FT FRONT, SIDE, AND REAR SETBACK REQUIREMENT PER THE ZONING ORDINANCE FOR THE AGRICULTURAL (RURAL) ZONE PER SECTION 5A.5 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 2.THE SOLAR ARRAY WILL NOT EXCEED 20-FT IN HEIGHT PER SECTION 4.25 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 3.THE PROJECT IS PROPOSED TO BE INSTALLED ON A LOT LARGER THAN 20 ACRES PER SECTION 4.26.A.3 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 4.A 25-FT BUFFER YARD WILL BE INSTALLED ALONG THE SOUTHWEST, NORTHWEST, AND NORTHEAST LIMITS OF THE PROPOSED SITE AREA TO PROVIDE SCREENING FROM ADJACENT DWELLINGS PER SECTION 4.26.A.4 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 5.A SECURITY FENCE WILL BE PROVIDED AROUND THE ENTIRE PROPOSED SITE AREA. ELECTRICAL EQUIPMENT WILL REMAIN LOCKED AT ALL TIMES, EXCLUDING MAINTENANCE. KNOX BOXES AND KEYS SHALL BE PROVIDED AT LOCKED SECURITY GATES FOR EMERGENCY PERSONNEL ACCESS PER SECTION 4.26.A.5 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 6.ALL ELECTRICAL WIRES ASSOCIATED WITH THE PROPOSED SITE, EXCLUDING THE INTERCONNECTION OVERHEAD WIRES, DISCONNECT JUNCTION BOX WIRES, AND GROUNDING WIRES SHALL BE LOCATED UNDERGROUND PER SECTION 4.26.A.6 OF THE WASHINGTON COUNTY ZONING CODE. 7.ALL STRUCTURE MOUNTED LIGHTING AND PARKING LOT LIGHTING SHALL BE CONSTRUCTED SO THAT LIGHT AND GLARE ARE DIFFUSED TOWARD THE GROUND PER SECTION 4.26.A.7 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 8.THE SITE STRUCTURES WILL REMAIN THE COLOR OF FINISH AS PROVIDED BY THE MANUFACTURER PER SECTION 4.26.A.8 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 9.WARNING SIGNS WILL BE PLACED ON ELECTRICAL EQUIPMENT AND THE PROPOSED SITE ENTRANCE PER SECTION 4.26.A.9 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 10.THE SITE WILL NOT EXCEED 55 AUDIBLE SOUND LIMITS PER SECTION 4.26.A.10 OF THE WASHINGTON COUNTY ZONING CODE. 11.THE SITE WILL NOT INTERFERE WITH OFF-SITE TELECOMMUNICATIONS, SURVEILLANCE, OR OTHER SIMILAR SYSTEMS PER SECTION 4.26.A.11 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 12.THE SITE WILL COMPLY WILL WITH ALL APPLICABLE CONSTRUCTION AND ELECTRICAL CODES PER SECTION 4.26.A.12 OF THE WASHINGTON COUNTY ZONING ORDINANCE. 13.THE PROJECT WILL NOT REQUIRE PUBLIC SERVICE COMMISSION REVIEW. 14.THE PROPOSED SITE AREA (AREA WITHIN FENCE) WILL BE LIMITED TO ±21.88 ACRES WITHIN A PORTION OF THE ±25.94 PROPOSED LIMITS OF DISTURBANCE SHOWN; PENDING FINAL SYSTEM DESIGN, ADDITIONAL ON-SITE STUDIES, AND FINAL DESIGN REVIEW. SITE DATA TABLE JURISDICTION WASHINGTON COUNTY SITE LOCATION HAGERSTOWN, MD EXISTING PROPOSED ZONING A(R) AGRICULTURAL (RURAL)A(R) AGRICULTURAL (RURAL) USE AGRICULTURE AGRICULTURE AND SOLAR ENERGY GENERATING SYSTEM: COMMUNITY SCALE, PERMITTED BY SPECIAL EXCEPTION PROPERTY AREA ±94.61AC ±94.61 AC DISTURBED AREA N/A ±25.94 AC BULK REQUIREMENTS REQUIRED PROPOSED MINIMUM LOT AREA 3 AC 96.83 AC MAX. BUILDING HEIGHT 20 FT <20 FT MIN. FRONT YARD 50 FT >50 FT MIN. SIDE YARD 50 FT >50 FT MIN. REAR YARD 50 FT >50 FT DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCOVERALL SITE PLAN3 OF 18 X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X XX X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXCRZCRZCRZCRZCRZCRZCRZ C R ZCRZCRZ CRZCRZCRZ C R Z CRZCRZ CRZCRZCRZCRZCRZ CRZ C R ZCRZCRZCRZCRZCRZCRZCRZ C R ZCRZCRZCRZCRZCRZCRZCRZ C R Z ST1 ST2 ST4 ST7 ST15 ST16 ST18 KBKBKB KBKBKB KBKB KBKB 570 569 568 573 575550 551 552 553 574 554 555556 558 557550 551 552 555 556 557 558 548 549 550 551 559 558 556557555 554553552552553 554 554555556557558559560561562563MVMVMVMVMVMVMVMVMVMV MV MVXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXARRAY AREA 25 .0 ' PROPOSED SOLAR PANELS (TYP.) PROPOSED SOLAR PANELS (TYP.) 25-FT WIDE LANDSCAPE BUFFER PROPOSED 20-FT WIDE T-TURNAROUND PROPOSED EQUIPMENT PAD PROPOSED FENCELINE (TYP.) PROPOSED TEMPORARY LAYDOWN AREA 50-FT SIDE YARD SETBACK 50-FT REAR YARD SETBACK PROPOSED 24-FT SECURITY GATE PROPOSED UNDERGROUND CONDUIT APPROXIMATE LIMITS OF EXISTING BEDROCK OUTCROPPING (TYP.) 17 . 5 ' 7 .5 ' EXISTING TREES TO REMAIN (TYP.) 25-FT WIDE LANDSCAPE BUFFER 25.0' 16.0' N 34°09'30" E 1434.93'N 43°35'39" W 1295.25'S 49°10'37" E 2882.16'50' BRL50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LODLOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLODLOD LODLOD LOD LOD LODLODLODLODLODLOD LOD LOD 544 542.5 PROPOSED PERSONNEL GATE (TYP.) PROPOSED PERSONNEL GATE (TYP.) QUANTITY STORAGE AREA (REFER TO STORMWATER MANAGEMENT PLANS) R102.0' R20.0' R20.0' 20.0' 19.9' 12.0' 41.5' 20 . 0 '16.0 ' PROPOSED GRAVEL ACCESS DRIVE EASEMENT LINE RIGHT-OF-WAY ADJACENT PROPERTY LINE PROPERTY LINE PROPOSED SOLAR PANEL EXISTING MAJOR CONTOUR EXISTING OVERHEAD ELECTRIC EXISTING FENCELINE PROPOSED FENCELINE X MV MV EXISTING UTILITY POLE EXISTING SPECIMEN TREE EXISTING MINOR CONTOUR PROPOSED LANDSCAPE BUFFER CRZ CRZ CRITICAL ROOT ZONE LOD LIMITS OF DISTURBANCE ST-7 ROAD CENTERLINE EXISTING TREELINE SLOPES GREATER THAN 25% X PROPOSED UNDERGROUND ELECTRIC OH-MV PROPOSED OVERHEAD ELECTRIC PROPOSED TEMPORARY STAGING AREA MDE WATERSHED DIVIDE LEGEND PROPOSED ACCESS DRIVE IMPROVEMENTS XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING PAVED ACCESS DRIVE TO REMAIN PROPOSED INTERCONNECTION POLE BEDROCK OUTCROP ADJACENT PROPERTY LINE LEVEL SPREADER 4 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 ENLARGED SITE PLAN SCALE: 1" = 60'DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCENLARGEDSITE PLANNORTH PROPOSED GRAVEL ACCESS DRIVE EASEMENT LINE RIGHT-OF-WAY ADJACENT PROPERTY LINE PROPERTY LINE PROPOSED SOLAR PANEL EXISTING MAJOR CONTOUR EXISTING OVERHEAD ELECTRIC EXISTING FENCELINE PROPOSED FENCELINE X MV MV EXISTING UTILITY POLE EXISTING SPECIMEN TREE EXISTING MINOR CONTOUR PROPOSED LANDSCAPE BUFFER CRZ CRZ CRITICAL ROOT ZONE LOD LIMITS OF DISTURBANCE ST-7 ROAD CENTERLINE EXISTING TREELINE SLOPES GREATER THAN 25% X PROPOSED UNDERGROUND ELECTRIC OH-MV PROPOSED OVERHEAD ELECTRIC PROPOSED TEMPORARY STAGING AREA MDE WATERSHED DIVIDE LEGEND PROPOSED ACCESS DRIVE IMPROVEMENTS XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING PAVED ACCESS DRIVE TO REMAIN PROPOSED INTERCONNECTION POLE BEDROCK OUTCROP ADJACENT PROPERTY LINE LEVEL SPREADEREEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXCRZ C R Z CRZCRZCRZCRZCRZCRZK B KB KBKB KBKB KB KBKB KB KB553 OH-MV OH-MV OH-MV OH-MV OH-MV OH-MV OH-MV OH-MV OH-MV MVMVMVMVMVMVMVMVMV MVMVMV MVMV LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590 S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95' N 49°51'38" W 294.66'73.04'S 37°18'57" WS 33°53'26" W50.30'EXCEPTION #8 POLE LINE AGREEMENT DEED GMS 342/233 EXCEPTION # 12 INGRESS & EGRESS EASEMENT AREA PLAT #4528 EXCEPTION # 11 & 13 50' RIGHT OF WAY RESERVED FOR FUTURE STREET DEED DJW 1200/478 & DJW 1201/708 AND PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 EXCEPTION # 10 - APPROXIMATE LOCATION UNDERGROUND SERVICE DEED DJW 991/70 SEPTIC RESERVE EASEMENT AREA PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 SEPTIC RESERVE EASEMENT AREA PLAT #4528 EXCEPTION #7 POLE LINE AGREEMENT DEED GMS 302/156 EXCEPTION # 6 EASEMENT AREA SRC #13397 MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODR50.0' TRUCK TURNING TEMPLATE PROPOSED 18-FT ACCESS DRIVE, CONTRACTOR TO IMPROVE EXISTING PAVED DRIVE (SEE DETAIL, SHEET 6) AASHTO 2011 (US) WB-67 (TYP.) EXISTING 34-FT ENTRANCE TO REMAIN PROPOSED 16-FT GRAVEL ACCESS DRIVE INTERCONNECTION POLES (TYP.)16.0'18.0'18.0'20.0'CONTRACTOR TO REPLACE OR EXTEND EXISTING 12" RCP CULVERT PIPE Steering Angle Lock to Lock Time Articulating Angle WB-67 Trailer Track Tractor Track Trailer Width Tractor Width 19.504.00 feet 8.50 8.50: 8.00 8.00 : : : 0.00 3.00 45.50 15.00 53.00 : : :6.0 28.4 75.0 5 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 ENLARGED ENTRANCE SITE PLAN SCALE: 1" = 60'DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCENLARGEDENTRANCESITE PLANNOR T H WB-67 TYPICAL DETAIL N.T.S. 2" DIA. LINE POST POSTS 2 1/2" DIA. CORNER, END & GATE POSTS 3/8" DIA. TRUSS ROD BOTTOM SELVAGE TO BE KNUCKLED CONCRETE FOOTING FOR LINE POSTS CONCRETE FOOTING FOR CORNER, END & GATE POSTS*7'-0"TIE WIRES TOP SELVAGE TO BE TWISTED 10'-0" MAX. LINE POST TIES 12" O.C.± SOLID UNDISTURBED SOIL* NOTES: 1.ALL CONCRETE USED FOR FOOTINGS SHALL BE PORTLAND CEMENT CONCRETE MIX NO. 1.* 2.INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.FINISH SHALL BE AS SELECTED BY OWNER. 4.POST TOPS SHALL BE AS SELECTED BY OWNER. 5.REFER TO MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. *CONCRETE FOOTING (IF REQUIRED, OR MINIMUM POST EMBEDMENT DEPTH) DESIGN SHALL BE COMPLETED BY LICENSED STRUCTURAL ENGINEER. POST TOP RAIL END BRACKET TENSION WIRE FINISH GRADE 1 1/2" DIA. TOP RAIL (OR TENSION WIRE)STRETCHER BAR STRETCHER BAND BRACE RAIL 7'-0"PER PLAN (24'-0" MIN.) TIE WIRES ALL JOINTS ARE WELDED TO MAKE A RIGID FRAME 36 1/2"3"NOTES: 1.ALL CONCRETE USED FOR FOOTINGS SHALL BE PORTLAND CEMENT CONCRETE MIX NO. 1.* 2.INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.FINISH SHALL BE AS SELECTED BY OWNER. 4.POST TOPS SHALL BE AS SELECTED BY OWNER. 5.REFER TO MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. *CONCRETE FOOTING (IF REQUIRED, OR MINIMUM POST EMBEDMENT DEPTH) DESIGN SHALL BE COMPLETED BY LICENSED STRUCTURAL ENGINEER. CONCRETE FOOTING FOR GATE POSTS* SOLID UNDISTURBED SOIL POST TOP 2" MESH, 11 GAUGE, GALVANIZED STEEL GATE POST FINISH GRADE PROVISION FOR KNOX PADLOCK ENTRANCE GATE SIGN 7'-0"48" GATE LEAF (TYP.) 3 8" DIA. TRUSS ROD (TYP.) CHAIN LINK (TYP.) CONCRETE FOOTING FOR GATE POSTS (TYP.) SOLID UNDISTURBED SOIL GATE POST (TYP.) PROVISIONS FOR KNOX PAD LOCK NOTES: 1.PERSONNEL GATE TO BE INSTALLED EVERY 500-FT OF FENCE OR AS APPROVED BY OWNER. 2.ALL CONCRETE USED FOR FOOTINGS SHALL BE PORTLAND CEMENT CONCRETE MIX NO. 1.* 3.INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4.FINISH SHALL BE AS SELECTED BY OWNER. 5.POST TOPS SHALL BE AS SELECTED BY OWNER. 6.REFER TO MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. *CONCRETE FOOTING (IF REQUIRED, OR MINIMUM POST EMBEDMENT DEPTH) DESIGN SHALL BE COMPLETED BY LICENSED STRUCTURAL ENGINEER. PAVED ACCESS DRIVE IMPROVEMENT TYPICAL SECTION NOT TO SCALE EXISTING GROUND EXISTING GROUND 5% MAX. 18' EXTEND PAVEMENT SECTION (MATCH EXISTING PAVEMENT SECTION, OR GEOTECHNICAL ENGINEER RECOMMENDED EQUIVALENT) WIDTH VARIES, SEE PLAN WIDTH VARIES, SEE PLAN EXISTING ASPHALT DRIVE Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSITE DETAILSGRAVEL ALL WEATHER DRIVING SURFACE COMPACTED SUBGRADE GEOTEXTILE OR GEOGRID IF REQUIRED BY GEOTECHINAL ENGINEER EXISTING GROUND EQUIPMENT AND FENCE DETAILS PROVIDED FOR REFERENCE ONLY; SUBJECT TO REVISION PENDING FINAL DESIGN AND EQUIPMENT SELECTION. GRAVEL ACCESS DRIVE TYPICAL SECTION NOT TO SCALE 1.REFER TO GEOTECHNICAL REPORT FOR SOIL COMPACTION REQUIREMENTS 2.GEOTEXTILE OR GEOGRID TO BE APPROVED BY GEOTECHICAL ENGINEER 3.ALL ROAD IMPROVEMENTS AND MAINTENANCE TO FOLLOW RECOMMENDATIONS IN GEOTECHNICAL REPORT. 4.ALL WEATHER SURFACE DEPTH AND SPECIFICATIONS TO BE APPROVED BY GEOTECHNICAL ENGINEER. 5% MAX TYPICAL DOUBLE LEAF GATE DETAIL NOT TO SCALE TYPICAL FENCE DETAIL NOT TO SCALE TYPICAL PERSONNEL GATE DETAIL NOT TO SCALE NOTE: ALL ACCESS DRIVE SECTION DEPTHS AND MATERIALS TO BE PROVIDED BY GEOTECHNICAL ENGINEER 6 OF 18 100'25'SHADE TREE (2 PER 100-FT) LEGEND/PLANT SCHEDULE 150 JV 150 JV 150 JV 150 JV EVERGREEN TREE (5 PER 100-FT) IG EVERGREEN SHRUB (20 PER 100-FT) FLOWERING SHRUB (2 PER 100-FT)150 VP 150 VP 150 VP *POLLINATOR MIX 150 JV 150 JV FACING ADJACENT PROPERTY IGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIGIG AR AR ERNST MIX #153 - SHOWY NORTH EAST NATIVE WILDFLOWER & GRASS MIX* (OR APPROVED EQUAL) AR Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCLANDSCAPE DETAILSLANDSCAPE BUFFER SCALE: 1" = 20' EVERGREEN TREE PLANTING NTS3 2X WIDTH OF ROOT BALL DECIDUOUS TREE PLANTING NTS2 GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH (IF REQUIRED) SOIL SAUCER: USE PREPARED SOIL, 6" MIN. SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL TURNBUCKLE (3), GALVANIZED (IF REQUIRED) HARDWOOD STAKES (IF REQUIRED) 2" SHREDDED HARDWOOD MULCH SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED ARBORTIE UNDISTURBED SOIL PEDESTAL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS 2" SHREDDED HARDWOOD MULCH SHRUB PLANTING NTS1 UNDISTURBED SOIL PEDESTAL SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH MAKE (3) - 1" CUTS IN SIDES OF THE ROOTBALL GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH (IF REQUIRED) TURNBUCKLE (3), GALVANIZED (IF REQUIRED) ARBORTIE AT BARK 2X WIDTH OF ROOT BALL 2X WIDTH OF ROOT BALL PLANTING NOTES Plant Identification - All plants shall be properly marked for identification and checking. List of Plant Material - The quantities given in the plant list are approximate only. The contractor will verify plant quantities prior to bidding and any discrepancies shall be brought to the attention of the landscape architect. The Contractor shall furnish, and plant, all plants required to complete the work as shown on the drawings. Substitutions shall not be made without the written approval of Kimley-Horn and the owner. This contract will be based on the bidder having verified prior to bidding the availability of the required plant materials as specified on the Plant Materials List. Plant Quality - All shrubs shall be dense, heavy to the ground, and well grown, showing evidence of having been pruned regularly, and shall be vigorous, healthy and of good color. All plants shall be sound, free of plant disease, infestation, or insect eggs and shall have a healthy, normal root system. Plants shall be freshly dug and not heeled-in stock, nor stock from cold storage. All plants shall be nursery grown. Plants shall not be pruned prior to delivery. The shape of the plant shall, in general, conform to its natural growth proportions unless otherwise specified. All plants, including container grown, shall conform to the branching, caliper and height specifications of the American Association of Nurserymen's Publication entitled American standard for Nursery Stock, ANSIZ60.1-2004 or latest edition, and shall have a well-shaped, heavy-branched structure for the species. Evergreen trees are to have an internode no greater than 24" and shall be uniformly well-shaped. Plants of a given size shall not measure less than the minimum size as set forth in the American Standard for Nursery Stock, ANSIZ60.1-2004 or latest edition. Plant Tagging - The contractor shall prepare a list of nurseries supplying the specified plant material for the owner and Kimley-Horn to inspect, at their option, and tag prior to digging Plant Spacing - Plant spacing is to scale on plan. No shrub material shall be closer than 30" to building walls. Soil Mix - Soil mix will be 2/3 existing topsoil, 1/3 leafmold thoroughly mixed and homogenized. Other organic material may be substituted upon written approval by Kimley-Horn. Rootball Size - The ball size shall conform to the American Association of Nurserymen's Publication entitled American Standard for Nursery Stock, ANSIZ60.1-2004 or latest edition, and shall be wrapped in untreated burlap. Excavation - Holes for all trees shall be 2 times the size of root ball or container and shall have vertical sides. Holes for shrubs shall be 12” wider than the root ball. Beds for mass planting shall be entirely rototilled to a depth of 8" and shall be 18" beyond the average outside edge of plant balls. Organic material (leafmold) will be incorporated into plant beds by tilling again to a depth of 8". Proportions of soil to organic material will be two parts existing soil to one part organic material. Planting - Backfilling shall be done with soil mix previously described, reasonably free of stones, subsoil, clay, lumps, stumps, roots, weeds, Bermuda grass, litter, toxic substances, or any other material which may be harmful to plant growth or hinder grading, planting, or maintenance operations. Should any unforeseen or unsuitable planting conditions arise, such as faulty soil drainage, chemical residues or inconsistencies between plans and actual site conditions, they should be called to the attention of Kimley-Horn and the owner for adjustment before planting. Plants shall be set plumb and straight and trees shall be guyed or staked, where required, at the time of planting. Backfill shall be well worked about the roots and seated by watering. Plants will be planted higher than surrounding grade. Shrubs and trees will be set at a depth to place 1/8th of the rootball above finish grade. Remove rope from round tree trunks and lay back burlap and wire baskets from top 1/3 of all B&B material. Nylon, plastic, or vinyl rope and/or burlap will be completely removed from all plant material prior to planting. Cultivation - All trenches and shrub beds shall be cultivated, edged and mulched to a depth of 2" minimum and 3" maximum with well-aged, fine-shredded hardwood bark. The area around isolated plants shall be mulched to at least a 6" greater diameter than that of the hole. Plant beds adjacent to buildings shall be entirely mulched to the building wall Maintenance - The Contractor shall be responsible during the contract and up to the time of acceptance for keeping the planting and work incidental thereto in good condition by replanting, plant replacement, watering, weeding, cultivating, pruning, spraying, restaking and cleaning up, and by performing all other necessary operations of care for the promotion of good plant growth so that all work is in satisfactory condition at the time of acceptance at no additional cost to the owner. Fertilizer & Inoculation - All fertilizer shall be granular, with 35 to 80 percent of the total nitrogen in a slowly available form. For trees, shrubs, and groundcover; fertilizer shall be a complete fertilizer with a minimum analysis of 10 percent nitrogen, 6 percent phosphorus and 4 percent potassium. For perennials, annuals, and bulbs; fertilizer shall be a time-released, high-phosphate fertilizer; i.e., osmacote. For bulbs, fertilizer shall be bone meal (commercial, raw and finely-round), with an analysis of 4 percent nitrogen and 20 percent phosphoric acid. Fertilizer shall be added depending on the size of the plant and the manufacturer's recommendation using the following application rates: 1.Trees: Use 2 lb. of 10-6-4 fertilizer per inch of trunk diameter. 2.Shrubs: Use 1/4 lb. of 10-6-4 fertilizer per foot of height or spread per plant, or 3-51bs of 10-6-4 fertilizer per 100 square feet of bed area. 3.Groundcover: Use 3 lbs. of 10-6-4 fertilizer per 100 square feet of bed area. 4.Perennials, Annuals, Bulbs: Use 3 lbs, of time-release, high-phosphate fertilizer (5-10-5) per 100 square feet of bed area. 5.Planting pits shall be backfilled with a mixture containing 80% existing topsoil, 20% organic material such as leaf mold, peat moss or composed sewage sludge. Incorporate endo and ectomycorrihizal fungi transplant amendment per manufacturer's recommendations (manufacturer - Horticultural Alliance, Inc. phone 1-800-628-6373). Guarantee and Replacement - All plant material shall be unconditionally guaranteed for two years. The guarantee will begin on the date of final acceptance of the work. After a plant has been determined to be dead, dying or damaged from handling or installation, it will be replaced during the next growing season. For example, if a plant is found dead during the summer months, it will be replaced during the fall planting season. The guarantee will end for all plant material two years after acceptance. During the guarantee period, the Contractor will not be responsible for mechanical injury or vandalism caused by other parties. Material Inspection - Owner and/or Kimley-Horn shall, at their discretion, inspect plant material before and during delivery and installation. Plant material will be properly delivered in covered trucks, and promptly uncovered when delivered to prevent damage. Material will be unloaded and properly handled in such a way as not to damage plants. Plants will be inspected and may be rejected upon delivery and/or installation by the owner for mechanical damage, and damage that will subsequently cause misshapen or deformed material. Owner will have authority to observe site preparation and planting installations, and have the right to reject any work if the specifications and construction documents are not followed. All plant material shall be of the quality specified and installed as described above, and unless these minimum standards are satisfied, the plants will be rejected. PRELIMINARY BUFFER PLANTING SPECIES TYPE SYMBOL SPECIES TOTAL COUNTS MATURE HEIGHT SPACING GROWTH RATE LARGE TREE LIQUIDAMBAR STYRACIFLUA (SWEET GUM) 51 60-100 FT 25-30 FT O.C.1-2.5 FT PER YEAR MEDIUM TO FAST QUERCUS ALBA (WHITE OAK)50-80 FT 25-30 FT O.C.1-2 FT PER YEAR SLOW TO MEDIUM ACER RUBRUM (RED MAPLE)30-75 FT 25-30 FT O.C.1-2 FT PER YEAR MEDIUM TO FAST MEDIUM/LARGE TREE JUNIPERUS VIRGINIANA (EASTERN RED CEDAR) 126 40-70 FT 10-15 FT O.C.1-2 FT PER YEAR MEDIUM PINUS STROBUS (WHITE PINE)75-100 FT 10-15 FT O.C.2 FT PER YEAR FAST EVERGREEN SHRUB ILEX GLABRA (INKBERRY HOLLY) 504 5-8 FT 3.5 FT O.C..5 FT PER YEAR SLOW JUNIPERUS CHINENSIS (CHINESE JUNIPER)10-15 FT 2-2.5 FT O.C.1-1.23 FT PER YEAR SLOW TO MEDIUM FLOWERING SHRUB VIBURNUM PRUNIFOLIUM (BLACK-HAW VIBURNUM) 51 12-24 FT 5-12 FT O.C.1-2 FT PER YEAR SLOW TO MEDIUM HAMAMELIS VIRGINIANA (WITCH HAZEL)15-30 FT 6-10 FT O.C.1-2 FT PER YEAR MODERATE ITEA VIRGINCIA (VIRGINIA SWEETSPIRE)4-8 FT 3-3.5 FT O.C.1-2 FT PER YEAR MEDIUM TO FAST MORELLA PENSYLVANICA' SILVER SPRITE (SILVER SPRITE BAYBERRY)5-10 FT 2-3 FT O.C.1-1.5 FT PER YEAR MEDIUM 7 OF 18 PLANTING SOIL MIX PER PLANTING SPECIFICATIONS LEGEND PROPERTY LINE ADJACENT PROPERTY LINE LOD LIMITS OF DISTURBANCE BUILDING RESTRICTION LINE XXX XXX EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED STORM DRAIN PROPOSED RIP-RAP OUTLET PROTECTION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR QUANTITY STORAGE AREA RCP 18" INV. = 557.39 RCP 18" INV. = 556.39 RCP 12" INV. = 549.29 RCP 12" INV. = 548.88 CMP 18" HI 24" WIDE INV. = 546.73 CMP 18" HI 24" WIDE INV. = 547.09 CMP 18" HI 30" WIDE INV. = 540.89 CMP 18" HI 30" WIDE INV. = 541.44XXXXXXXXXXXXXXXXXXXEEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) SpA (D) DsB (B) SsA (D) HaA (B)KBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBOH-MV OH-MV OH-MV MV MVMVMVMVMVMVMVMV XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXX X LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODQUANTITY STORAGE AREA 2-YR STORAGE: 1,514 CF 10-YR STORAGE: 12,605 CF 26 LF OF 12" HDPE STORM DRAIN CULVERT SLOPE: 5.6% V2: 5.41 FT/S, V10: 6.66 FT/S Q2: 0.38 CFS, Q10: 0.76 CFS DEPTH (10-YR): 2.4 IN ROP III LENGTH: 10FT WIDTH: 11.25 FT DEPTH: 19 IN CLASS I RIPRAP OUTLET CONTROL STRUCTURE SEE STORMWATER MANAGEMENT DETAILS SHEET 12 QUANTITY STORAGE AREA 2-YR STORAGE: 3,230 CF 10-YR STORAGE: 13,652 CF 44 LF OF 12" HDPE STORM DRAIN SLOPE: 1.0% V2: 3.80 FT/S, V10: 4.54 FT/S Q2: 0.92 CFS, Q10: 3.56 CFS DEPTH (10-YR): 12 IN RIPRAP TO REMAIN FROM SEDIMENT TRAP SEE STORMWATER MANAGEMENT DETAILS SHEET 12 PROPOSED EARTH DIKE, SEE EROSION AND SEDIMENT CONTROL DETAILS SHEET 16 PROPOSED SWALE, SEE EROSION AND SEDIMENT CONTROL DETAILS SHEET 16 PROP. 12" CULVERT INV IN: 554.00' INV OUT: 552.34' N: 70159.53 E:1093721.63 PROP. 12" CULVERT INV IN: 542.50' INV OUT: 542.06' N: 701898.14 E: 1092381.08 5 7 0 5 6 9 56 8 57 3 57 5 5505 5 1552 553 57 4 554 555556 55 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554 553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562 563 544 542.5 555 554 553552 CONTRACTOR TO REPLACE OR EXTEND EXISTING 12" RCP CULVERT PIPE 8 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 GRADING AND DRAINAGE PLAN SCALE: 1" = 150'DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCGRADING ANDDRAINAGE PLANCUT AND FILL VOLUMES: CUT: 323 CY FILL: 871 CY NET: 548 CY (FILL) SURVEY CONTROL HORIZONTAL DATUM: NAD83 (2011) VERTICAL DATUM: NAVD88 SURVEY CONTROL TIE POINTS: PUTMAN (NGS HORIZONTAL & VERTICAL CONTROL POINT) PID: JV7240 - SURVEY DISK SET IN CONCRETE MONUMENT NORTH 684,517.24 FEET EAST: 1,191,972.44 FEET ELEV: 417.53 FEET RED (NGS HORIZONTAL CONTROL POINT) PID: JV7241 - SURVEY DISK SET IN CONCRETE MONUMENT NORTH: 699,999.17 FEET EAST: 1,190,059.65 FEET ELEV: 574.23 FEET G 90 (NGS VERTICAL CONTROL POINT) PID: JV1888 - SURVEY DISK SET IN CONCRETE MONUMENT ELEV: 423.12 FEET X 89 RESET (NGS VERTICAL CONTROL POINT) PID: JV1892 - SURVEY DISK SET IN CONCRETE MONUMENT ELEV: 496.42 FEET TOTAL DISTURBED AREA: LOD: 25.94 AC ± NOR T H GRADING NOTE: 1.GRADING SHOWN IN THE PANEL AREA IS PROPOSED TO MEET THE <10% SLOPE REQUIREMENT FOR NON-ROOFTOP DISCONNECT AREAS, IN ACCORDANCE WITH THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) STORMWATER DESIGN MANUAL. XX XXXX DA # LEGEND < DRAINAGE AREA TIME OF CONCENTRATION PATH DRAINAGE AREA SUMMARY STUDY POINT FLOW TRANSITION POINT DRAINAGE AREA ID DRAINAGE AREA (ACRES) TIME OF CONCENTRATION RUNOFF CURVE NUMBER IMPERVIOUS AREA MDE WATERSHED DIVIDE MEADOW WOODS FENCE POST FENCE POSTFENCE POST FENCE POST XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCR Z CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) DsB (B) SsA (D) HaA (B) HcB (B)CONOCOCHEAGUE CREEKWATERSHEDUPPER POTOMACWATERSHEDKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKB<<<<<<<<<<<<< < < <<<<<<<<<<<<<<<<<<<<< << STUDY POINT 3B STUDY POINT 2 STUDY POINT 3A STUDY POINT 1 SP-3B TC PATH SP-2 TC PATH SHALLOW CONCENTRATED FLOW SP-3A TC PATH 0.25 5811.80 SP 1 0.37 5824.67 SP 2 0.45 6218.86 SP 3A 0.66 6644.53 SP 3B SHALLOW CONCENTRATED FLOW SHALLOW CONCENTRATED FLOW SP-1 TC PATH FLOW TRANSITION POINT SHEET FLOW FLOW TRANSITION POINT SHEET FLOW SHEET FLOW FLOW TRANSITION POINT SHEET FLOW FLOW TRANSITION POINT LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL 50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LO D LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODKnow what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 PRE-DEVELOPMENT DRAINAGE AREA MAP SCALE: 1" = 150'NORT H DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCPRE-DEVELOPMENTDRAINAGE AREA MAP9 OF 18 XX XXXX DA # LEGEND < DRAINAGE AREA TIME OF CONCENTRATION PATH DRAINAGE AREA SUMMARY STUDY POINT FLOW TRANSITION POINT DRAINAGE AREA ID DRAINAGE AREA (ACRES) TIME OF CONCENTRATION RUNOFF CURVE NUMBER IMPERVIOUS AREA MDE WATERSHED DIVIDE MEADOW WOODS XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCR Z CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) SpA (D) DsB (B) SsA (D) HaA (B)KBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKB5 7 0 5 6 9 56 8 5 7 3 57 5 5505 5 155 2 553 57 4 554 555556 55 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554 553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562 563 544 542.5 555 554 553552 OH-MV OH-MV OH-MV MV MVMVMVMVMVMVMVMV XXXXXXXXXXXXXXXXXXXXXXXXXX X X XX XXXXXX X <<<< << 0.25 5811.80 SP 1 0.37 5924.67 SP 2 0.45 6318.86 SP 3A 0.66 6644.53 SP 3B STUDY POINT 3B STUDY POINT 2 STUDY POINT 3A STUDY POINT 1 SP-3B TC PATH SHALLOW CONCENTRATED FLOW SP-3A TC PATH SHALLOW CONCENTRATED FLOW SP-1 TC PATH FLOW TRANSITION POINT SHEET FLOW SHEET FLOW FLOW TRANSITION POINT SHEET FLOW FLOW TRANSITION POINT <<<<<<<<<<<<< < < <<<<<<<<<<<<<<<<<SP-2 TC PATH SHALLOW CONCENTRATED FLOW FLOW TRANSITION POINT SHEET FLOW LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODQUANTITY STORAGE AREA 2-YR STORAGE: 1,514 CF 10-YR STORAGE: 12,605 CF 26 LF OF 12" HDPE STORM DRAIN CULVERT SLOPE: 5.6% V2: 5.41 FT/S, V10: 6.66 FT/S Q2: 0.38 CFS, Q10: 0.76 CFS DEPTH (10-YR): 2.4 IN ROP III LENGTH: 10FT WIDTH: 11.25 FT DEPTH: 19 IN CLASS I RIPRAP OUTLET CONTROL STRUCTURE SEE STORMWATER MANAGEMENT DETAILS SHEET 12 QUANTITY STORAGE AREA 2-YR STORAGE: 3,230 CF 10-YR STORAGE: 13,652 CF 44 LF OF 12" HDPE STORM DRAIN SLOPE: 1.0% V2: 3.80 FT/S, V10: 4.54 FT/S Q2: 0.92 CFS, Q10: 3.56 CFS DEPTH (10-YR): 12 IN RIPRAP TO REMAIN FROM SEDIMENT TRAP SEE STORMWATER MANAGEMENT DETAILS SHEET 12 PROP. 12" CULVERT INV IN: 554.00' INV OUT: 552.34' N: 70159.53 E:1093721.63 PROP. 12" CULVERT INV IN: 542.50' INV OUT: 542.06' N: 701898.14 E: 1092381.08 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 POST-DEVELOPMENT DRAINAGE AREA MAP SCALE: 150'NOR T H DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCPOST-DEVELOPMENTDRAINAGE AREA MAP10 OF 18 LEGEND LIMITS OF DISTURBANCELOD BUILDING RESTRICTION LINE PROPOSED FENCE LOCATION PROPOSED UNDERGROUND ELECTRIC PROPOSED GRAVEL ACCESS DRIVE MV MV SOLAR PANELS PROPOSED OVERHEAD ELECTRICOH-MV NON-ROOFTOP STORMWATER DISCONNECT PROPOSED LANDSCAPE BUFFER X STEEP SLOPES (5-10%) LEVEL SPREADER STEEP SLOPES (>10%) TEMPORARY STAGING AREA PROPOSED ACCESS DRIVE IMPROVEMENTS CRZCRZCRZST1 EXISTING SPECIMEN TREE WITH CRITICAL ROOT ZONE MDE WATERSHED DIVIDE BEDROCK OUTCROP SOIL BOUNDARY 5 7 0 5 6 9 56 8 57 3 57 5 5505 5 1552 553 57 4 554 555556 55 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554 553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562 563 544 542.5 555 554 553552 FENCE POST FENCE POSTFENCE POST FENCE POST XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) SpA (D) DsB (B) SsA (D) HaA (B)CONOCOCHEAGUE CREEKWATERSHEDUPPER POTOMACWATERSHEDKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBB-1 TP-1 B-2 B-4 TP-2 B-3 ERT-3 ERT-1 ERT-2 OH-MV OH-MV OH-MV MV MVMVMVMVMVMVMVMV XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXX X LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25 ' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODNON-ROOFTOP DISCONNECT FOR ACCESS ROADS (TYP.) LEVEL SPREADER (TYP.)LEVEL SPREADER, TYP. (SEE DETAIL, SHEET 12) LEVEL SPREADER (TYP.) LEVEL SPREADER (TYP.) LEVEL SPREADER (TYP.) TEMPORARY CONSTRUCTION STAGING AREA LEVEL SPREADER (TYP.) LEVEL SPREADER (TYP.) NON-ROOFTOP DISCONNECT FOR SOLAR PANELS (TYP.) QUANTITY STORAGE AREA 2-YR STORAGE: 1,514 CF 10-YR STORAGE: 12,605 CF 26 LF OF 12" HDPE STORM DRAIN CULVERT SLOPE: 5.6% V2: 5.41 FT/S, V10: 6.66 FT/S Q2: 0.38 CFS, Q10: 0.76 CFS DEPTH (10-YR): 2.4 IN ROP III LENGTH: 10FT WIDTH: 11.25 FT DEPTH: 19 IN CLASS I RIPRAP OUTLET CONTROL STRUCTURE SEE STORMWATER MANAGEMENT DETAILS SHEET 12 QUANTITY STORAGE AREA 2-YR STORAGE: 3,230 CF 10-YR STORAGE: 13,652 CF 44 LF OF 12" HDPE STORM DRAIN SLOPE: 1.0% V2: 3.80 FT/S, V10: 4.54 FT/S Q2: 0.92 CFS, Q10: 3.56 CFS DEPTH (10-YR): 12 IN RIPRAP TO REMAIN FROM SEDIMENT TRAP SEE STORMWATER MANAGEMENT DETAILS SHEET 12 PROP. 12" CULVERT INV IN: 554.00' INV OUT: 552.34' N: 70159.53 E:1093721.63 PROP. 12" CULVERT INV IN: 542.50' INV OUT: 542.06' N: 701898.14 E: 1092381.08 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 OVERALL STORMWATER MANAGEMENT PLAN SCALE: 1" = 150'NOR T H DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCOVERALLSTORMWATERMANAGEMENT PLAN11 OF 18 GRADING NOTE: 1.FINAL STORMWATER MANAGEMENT DESIGN PROVIDES GRADING IN NON-ROOFTOP DISCONNECT AREAS WITH SLOPES GREATER THAN 10%, IN ACCORDANCE WITH THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) STORMWATER DESIGN MANAUAL. SOIL TYPES MAP UNIT SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP CLASSIFICATION % OF OVERALL PROPERTY AREA DsA DUFFIELD SILT LOAM, 0 TO 3 PERCENT B PRIME 8.74% DsB DUFFIELD SILT LOAM, 3 TO 8 PERCENT B PRIME 19.50% DuB DUFFIELD SILT LOAM, 3 TO 8 PERCENT, VERY ROCKY B FARMLAND OF STATEWIDE IMPORTANCE 5.57% HaB HAGERSTOWN SILT LOAM, 3 TO 8 PERCENT B PRIME 3.71% HbB HAGERSTOWN SILTY CLAY, 3 TO 8 PERCENT, VERY ROCKY B FARMLAND OF STATEWIDE IMPORTANCE 14.67% HbC HAGERSTOWN SILTY CLAY, 8 TO 15 PERCENT, VERY ROCKY B NOT PRIME 14.54% HcC HAGERSTOWN-ROCK OUTCROP COMPLEX, 8 TO 15 PERCENT B NOT PRIME 18.28% SpA SWANPOND SILT LOAM, 0 TO 3 PERCENT D PRIME 2.35% SsA SWANPOND-FUNKSTOWN SILT LOAMS, 0 TO 3 PERCENT D PRIME IF IRRIGATED 12.64% LOD = 25.94 AC SWM LOD = 25.50 AC. TYPICAL NON-ROOFTOP DISCONNECTION - SOLAR PANEL PILE SUPPORTS AND OPEN/GRASS AREAS AVERAGE SLOPE LESS THAN 5% NOT TO SCALE AVERAGE SLOPE < 5% DISCONNECTION FLOW PATH SOLAR PANEL WIDTH (AT MINIMUM TILT) SOLAR PANEL WIDTH (AT MINIMUM TILT) DISCONNECTION LENGTH EQUAL TO PANEL WIDTH EQUIPMENT PAD/GRAVEL DRIVE DISCONNECT TYPICAL DRAINAGE DETAIL SCALE: N.T.S. EXISTING GROUND EXISTING GROUND 5% MAX. 5% MAX. 16'16' GRAVEL ACCESS DRIVE DEPTH AND MATERIALS TO BE PROVIDED BY GEOTECHNICAL ENGINEER ROCK OUTLET PROTECTION CLASS 1 RIPRAP L= 20 FT W= 15 FT T = 19 IN 16'2' 26 LF OF 12'' HDPE AT 5.6%1.4'OUTLET CONTROL STRUCTURE 1'2-FOOT CLEAR AREA EXISTING GROUND END SECTION END SECTION PROPOSED GRADE PROPOSED GRADE 5" LOW FLOW ORIFICE12'' HDPE STORM DRAIN CULVERT2'LIMIT OF 2-FOOT CLEAR AREA ADJACENT TO ACCESS DRIVE EXISTING GROUND3'4'CONCRETE STRUCTURE 2-YEAR WATER SURFACE ELEVATION10-YEAR WATER SURFACE ELEVATION 2-FOOT CLEAR AREA ADJACENT TO ACCESS DRIVE 2'5" LOW FLOW ORIFICE CONCRETE WALL STRUCTURE 4"3' 26 LF OF 12'' HDPE AT 5.6% EXISTING GROUND END SECTION PROPOSED GRADE Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSTORMWATERMANAGEMENTDETAILS12 OF 18 MAINTENANCE & INSPECTION - NON-ROOFTOP DISCONNECTION TURF/MEADOW AREAS SHALL BE INSPECTED TWICE A YEAR FOR THE FIRST YEAR OF ESTABLISHMENT AND ANNUALLY THERE-AFTER. BASED ON INSPECTION, ALL WEEDS AND/OR INVASIVE PLANT MATERIAL SHALL BE REMOVED AND ANY DISTURBED OR DYING AREAS RE-SEEDED/ESTABLISHED. TURF AREAS SHALL BE MOWN ANNUALLY OR AS REQUIRED TO MAINTAIN VEGETATED HEIGHTS LESS THAN REQUIRED EQUIPMENT CLEARANCES. FACTORS WHEN USING NON-ROOFTOP DISCONNECTION FOR RUNOFF: * -- THE VEGETATED AREA RECEIVING RUNOFF MUST BE EQUAL TO OR GREATER IN LENGTH THAN THE DISCONNECTED SURFACE (e.g. WIDTH OF THE ROW OF SOLAR PANELS). * -- RUNOFF MUST SHEET FLOW ONTO AND ACROSS VEGETATED AREAS TO MAINTAIN THE DISCONNECTION * -- DISCONNECTION SHOULD BE LOCATED ON GRADUAL SLOPES ( <5%) TO MAINTAIN SHEETFLOW.LEVEL SPREADERS, TERRACES OR BERMS MAY BE USED TO MAINTAIN SHEETFLOW CONDITIONS IF THE AVERAGE SLOPE IS STEEPER THAN 5%. HOWEVER, INSTALLATION ON SLOPES GREATER THAN 10% WILL REQUIRE AN ENGINEERED PLAN THAT ENSURES ADEQUATE TREATMENT AND THE SAFE AND NON-EROSIVE CONVEYANCE OF RUNOFF TO THE PROPERTY LINE OR DOWNSTREAM STORMWATER MANAGEMENT PRACTICE. * -- DISCONNECTING IMPERVIOUS SURFACES WORK BEST IN UNDISTURBED SOILS. TO MINIMIZE DISTURBANCE AND COMPACTION, CONSTRUCTION VEHICLES AND EQUIPMENT SHOULD AVOID AREAS USED FOR DISCONNECTION DURING INSTALLATION OF SOLAR PANELS. * -- GROUNDCOVER VEGETATION MUST BE MAINTAINED IN GOOD CONDITION IN THOSE AREAS RECEIVING DISCONNECTED RUNOFF. TYPICALLY THIS MAINTENANCE IS NO DIFFERENT THAN OTHER LAWN OR LANDSCAPED AREAS. HOWEVER, AREAS RECEIVING RUNOFF SHOPULD BE PROTECTED (e.g., PLANTING SHRUBS OR TREES ALONG THE PERIMETER) FROM FUTURE COMPACTION. INSPECTION REQUIREMENTS DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE WASHINGTON COUNTY DEPARTMENT OF PUBLIC WORKS STORMWATER ENGINEER THREE (3) DAYS IN ADVANCE OF BEGINNING CONSTRUCTION FOR THE FOLLOWING: 1.INITIAL SITE CLEARING AND GRADING OPERATIONS 2.LOCATION, EXCAVATION, CONSTRUCTION AND PLANTING OF IMPERVIOUS SURFACES AND UPON COMPLETION OF FINAL GRADING AND ESTABLISHMENT OF PERMANENT STABILIZATION* *FOR PERMANENT STABILIZATION SCHEDULES, REFER EROSION AND SEDIMENT CONTROL PLANS. EX GROUND 24-INCH12-INCHTYPICAL LEVEL SPREADER DETAIL SCALE: N.T.S. PEA GRAVEL DIAPHRAGM FILTER FABRIC TOP OF LEVEL SPREADER TO BE CONSTRUCTED FLAT; ALONG CONSTANT ELEVATION/CONTOUR (PER PLAN) COMPACT EARTH EMBANKMENT WITH STABILIZATION MATTING CULVERT DETAIL SCALE: N.T.S. OUTLET CONTROL STRUCTURE DETAIL SCALE: N.T.S. OUTLET CONTROL STRUCTURE DETAIL SCALE: N.T.S. 12" HDPE PIPE STORM DRAIN @ 1%6"2 5' XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCRZ CRZCRZCR Z CRZCRZCR Z CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CRZ CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCR Z CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) DsB (B) (D) HaA (B)KBKB KBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKB5 7 0 5 6 9 56 8 5 73 57 5 55 0 5 5 1 552 5 5 3 5 7 4 55 4 555 5 56 5 5 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562563 555 554 553552 OH-MV OH-MV OH-MV MVMVMVMVMVMVMVMVMV XXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX XXXXX X LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE RIGHT OF WAYSRC PLATS #13397 & #13398BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL 50' BRL 50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRL LANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLO D LOD LOD LOD LOD LODLODLODLODLODLOD LOD LOD LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODREFER TO ENLARGED SITE PLAN: SHEET 14 S S F SSFDFDF DFDF D F DF DF DFDFA-2 A-2 A-2A-2 A-2 SCE 120'120'SFSF SFSSF SSF SSF S S F SSF SSF SSF SSF ROCK OUTLET PROTECTION (ROP III) LENGTH = 26-FT WIDTH = 30-FT DEPTH = 19 IN CLASS 1 RIPRAP DIVERSION FENCE MAX. SLOPE: 1.0% FENCE LENGTH: 852-FTEARTH DIKE TYPE A-2 DA: 3.27 AC. SLOPE: 1.0% SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 2.3% SLOPE LENGTH: 517-FT FENCE LENGTH: 435-FT EARTH DIKE TYPE A-2 DA: 0.94 AC. SLOPE: 1.0% EARTH DIKE TYPE A-2 DA: 0.94 AC. SLOPE: 1.0% BAFFLE BOARD BAFFLE BOARD TEMPORARY STOCKPILE AREA (IF REQUIRED, CONTRACTOR TO FIELD LOCATE) MAX HEIGHT: 30-FT SIDE SLOPES: 3:1 SMART FENCE (SUPER SILT FENCE) CONTRIBUTING SLOPE: <2% SLOPE LENGTH: 729-FT FENCE LENGTH: 1842-FT TIE SMART FENCE INTO MOUNTABLE BERM PROP. SEDIMENT TRAP DA = 7.57 AC. BOTTOM ELEV. = 552.5' SEDIMENT BASIN DA = 16.69 AC. BOTTOM ELEV. = 540' RIPRAP INFLOW PROTECTION (TYP.) RIPRAP INFLOW PROTECTION (TYP.) MODIFIED SEDIMENT TRAP (ST-III) EMBANKMENT WITH STABILIZATION MATTING HEIGHT: 3-FT SLOPE: <2% EARTH DIKE TYPE A-2 DA: 0.77 AC. SLOPE: <2% EARTH DIKE TYPE A-2 DA: 0.93 AC. SLOPE: <2% DIVERSION FENCE MAX. SLOPE: 2.6% FENCE LENGTH: 503-FT SILT FENCE CONTRIBUTING SLOPE: 2.5% SLOPE LENGTH: 25-FT FENCE LENGTH: 135-FT PROPOSED INTERCONNECTION POLES (TYP.) DRY STORAGE INUNDATION AREA SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 2.0% SLOPE LENGTH: 55-FT FENCE LENGTH: 559-FT SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 4.5% SLOPE LENGTH: 65-FT FENCE LENGTH: 325-FT CONTRACTOR TO UTILIZE SAME DAY STABILIZATION FOR LANDSCAPE BUFFER INSTALLATION CONTRACTOR TO ENSURE POSITIVE DRAINAGE ALONG DF STABILIZED CONSTRUCTION ENTRANCE WITH MOUNTABLE BERM CONTRACTOR TO UTILIZE SAME DAY STABILIZATION PRACTICES FOR ACCESS DRIVE IMPROVEMENT AREAS (TYP.) A-2 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR BUILDING RESTRICTION LINE EXISTING TREE LINE LOD LIMITS OF DISTURBANCE SOIL BOUNDARY DF SSF DIVERSION FENCE SMART FENCE (SUPER SILT FENCE) SEDIMENT BASIN/TRAP PROPOSED CONTOUR SF SILT FENCE EARTH DIKE (TYPE A-2) SEDIMENT BASIN/TRAP FOOTPRINT STABILIZED CONSTRUCTION ENTRANCE XX SCE A-2 XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR STABILIZED CONSTRUCTION ENTRANCE 13 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 SOIL EROSION AND SEDIMENT CONTROL PLAN SCALE: 1" = 150' NOR T H SURVEY NOTE: 1.THIS PLAN IS BASED ON AN ALTA/NSPS LAND TITLE SURVEY AND DEED MOSAIC DRAWING PREPARED BY KARINS AND ASSOCIATES, INC. ENTITLED "ALTA/NSPS LAND TITLE SURVEY FOR LANDS OF WILLA J VATERS TRUSTEE, 17137 BLACK STALLION LANE SITUATED IN WASHINGTON COUNTY, MARYLAND" DATED MARCH 2021 AND "DEED MOSAIC DRAWING FOR LANDS OF WILLA J VATERS, TRUSTEE, 17137 BLACK STALLION LANE, SITUATED IN WASHINGTON COUNTY, MARYLAND" DATED MARCH 2021. HORIZONTAL DATUM: NAD 83 (2011) VERTICAL DATUM: NAVD88 2.ENVIRONMENTAL FEATURES SHOWN BASED ON SITE VISIT AND WETLAND DELINEATION PERFORMED BY KIMLEY-HORN ON DECEMBER 23, 2021.DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSOIL EROSION ANDSEDIMENT CONTROLPLANSEQUENCE OF CONSTRUCTION: GENERAL 1.NOTE: THE SEQUENCE OF CONSTRUCTION SHOWN BELOW IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. 2.OBTAIN ALL NECESSARY PERMITS 3.CONTRACTOR TO STAKE OUT LIMITS OF DISTURBANCE 4.CONTRACTOR TO CONTACT THE WASHINGTON COUNTY SEDIMENT CONTROL INSPECTOR FOR REQUIRED PRE-CONSTRUCTION MEETING PRIOR TO THE START OF CONSTRUCTION. 5.NOI MUST BE OBTAINED PRIOR TO STARTING ANY CONSTRUCTION. PROVIDE A COPY TO SOIL CONSERVATION DISTRICT (SCD). 6.NOTIFY SEDIMENT CONTROL INSPECTOR 24 HOURS PRIOR TO START OF CONSTRUCTION. INITIAL/FINAL STAGE 7.UPON WRITTEN APPROVAL FROM INSPECTOR, INSTALL STABILIZED CONSTRUCTION ENTRANCE, PERIMETER CONTROLS, EARTH DIKES, MODIFIED SEDIMENT BASIN, AND SEDIMENT TRAP AS SHOWN ON PLAN. ONLY CLEAR AND GRUB AREAS AS NECESSARY FOR THE INSTALLATION OF PERIMETER CONTROLS. MARK ALL PROTECTED AREAS PRIOR TO LAND DISTURBING ACTIVITY. CONTACT INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION OF REMAINING SEDIMENT CONTROL MEASURES. 8.INSTALL REMAINING SEDIMENT CONTROLS AS SHOWN ON THE PLAN AND FINISH CLEARING AND GRUBBING. DEMOLISH AND REMOVE ALL ITEMS AS SHOWN ON THE DEMOLITION PLAN. HAUL ALL DEBRIS TO AN APPROVED SITE. STOCKPILE TOP SOIL ONSITE IN THE AREA INDICATED ON THE PLANS. 9.BEGIN INSTALLATION OF ACCESS DRIVES, GRADING AND SITE FENCING. 10.BEGIN INSTALLATION OF PILE SUPPORTS/FOUNDATION INSTALLATION, GRADING, SITE FENCING, AND UTILITY CONSTRUCTION. 11.COMPLETE ACCESS DRIVES, GRADING AND FOUNDATION INSTALLATION, UTILITY CONSTRUCTION, SOLAR PANEL INSTALLATION, AND FENCE INSTALLATION. PERMANENTLY STABILIZE ALL AREAS. IN THE EVENT OF EROSION ALONG PANEL DRIPLINE, CONTRACTOR TO PROVIDE STABILIZATION MATTING PER MDE DETAIL B-4-6-A OR B-4-6-B. 12.WITH STABILIZATION OF ALL CONTRIBUTING DRAINAGE AREAS AND INSPECTOR APPROVAL, REMOVE PERIMETER SEDIMENT CONTROL MEASURES AND SEDIMENT TRAP (USING AN APPROVED DEWATERING DEVICE). RESTABILIZE ANY AREAS DISTURBED DURING REMOVAL. 13.COMPLETE LANDSCAPE BUFFER INSTALLATION USING SAME DAY STABILIZATION. *THE TOTAL AREA TO DISTURBED SHOWN ON THESE PLANS AS BEEN DETERMINED TO BE APPROXIMATELY 25.94 AC AND THE TOTAL AMOUNT OF EXCAVATION AND FILL AS SHOWN IN THESE PLANS HAS BEEN COMPUTED TO BE APPROXIMATELY VALUE LOD = 25.94 AC PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR BUILDING RESTRICTION LINE EXISTING TREE LINE LOD LIMITS OF DISTURBANCE SOIL BOUNDARY DF SSF DIVERSION FENCE SMART FENCE (SUPER SILT FENCE) SEDIMENT BASIN/TRAP PROPOSED CONTOUR SF SILT FENCE EARTH DIKE (TYPE A-2) SEDIMENT BASIN/TRAP FOOTPRINT LEGEND A-2 XX XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR SEDIMENT CONTROL SUB-DRAINAGE AREA DRY STORAGE INUNDATION AREA XX.XX XX.XX PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X XX X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXX570 569 568573 575550 551 552 553 574 554 555556 558 557550 551 552 555 556 557 558 548 549 550 551 559 558 556557555 554553552552553554 554555556557558559560561562563CRZCRZCRZCRZCRZCRZCRZ C R ZCRZCRZ CRZCRZCRZ C R Z CRZCRZ CRZCRZCRZCRZ CRZ C R ZCRZCRZCRZCRZCRZCRZCRZ C R ZCRZCRZCRZCRZCRZCRZCRZ C R Z ST1 ST2 ST4 ST7 ST15 ST16 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B)KBKBKB KBKBKB KBKB KBKB N 34°09'30" E 1434.93'N 43°35'39" W 1295.25'S 49°10'37" E 2882.16'50' BRL50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLODLODLODLOD LOD LOD LOD LODLODLODLODLOD LOD LOD MVMVMVMVMVMVMVMVMV MV MVXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX25 . 0 ' PROPOSED 25-FT LANDSCAPE BUFFER APPROXIMATE LIMITS OF EXISTING BEDROCK OUTCROPPING (TYP.)SSFSSFSSFSSF SSF SSFDFDFDFDFDFDFDFDFDF DFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDF552.5 55 7 120'120'SFSF SFSFSFSFSF77' 44'10'22'20' 544 540547 557559 55 2 .5 TEMPORARY LAYDOWN AND STOCKPILE AREA (IF REQUIRED)30'22' 32' 1 3 6 ' 1 0 ' 38' 38' 38 '10'4.0' SF SF ROCK OUTLET PROTECTION (ROP III) L= 26-FT W = 30-FT DEPTH = 19 IN CLASS 1 RIPRAP DIVERSION FENCE MAX. SLOPE: 1.0% FENCE LENGTH: 852-FT EARTH DIKE TYPE A-2 DA: 0.94 AC. SLOPE: 1.0% SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 2.3% SLOPE LENGTH: 517-FT FENCE LENGTH: 435-FT EARTH DIKE TYPE A-2 DA: 3.27 AC. SLOPE: 1.0% EARTH DIKE TYPE A-2 DA: 0.94 AC. SLOPE: 1.0% EARTH DIKE TYPE A-2 DA: 0.77 AC. SLOPE: <2% BAFFLE BOARD TEMPORARY STOCKPILE AREA (IF REQUIRED, CONTRACTOR TO FIELD LOCATE) MAX HEIGHT: 30-FT SIDE SLOPES: 3:1 PROP. SEDIMENT TRAP DA = 7.57 AC. BOTTOM ELEV. = 552.5' PROP. SEDIMENT BASIN DA = 16.69 AC. BOTTOM ELEV. = 540' RIPRAP INFLOW PROTECTION (TYP.) RIPRAP INFLOW PROTECTION (TYP.) DRAWDOWN PIPE (PERFORATED PIPE) DIVERSION FENCE MAX. SLOPE: 2.6% FENCE LENGTH: 503-FT PROP. FENCE LINE (TYP.) PROP. SOLAR PANELS (TYP.) BAFFLE BOARD (TYP.) SMART FENCE (SUPER SILT FENCE) CONTRIBUTING SLOPE: <2% SLOPE LENGTH: 858-FT FENCE LENGTH: 1841-FT MODIFIED SEDIMENT TRAP (ST-III) EMBANKMENT WITH STABILIZATION MATTING HEIGHT: 3-FT SLOPE: >2% SILT FENCE CONTRIBUTING SLOPE: 2.5% SLOPE LENGTH: 25-FT FENCE LENGTH: 135-FTSSFSSFSSFSSFSSFSSFSSFSSF SSFSSFSSFSSFEARTH DIKE TYPE A-2 DA: 0.93 AC. SLOPE: <2% KEY DF INTO SF 547.97 546.75 TIE SSF INTO RIP-RAP A-2A-2A-2A-2SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 2.0% SLOPE LENGTH: 55-FT FENCE LENGTH: 559-FT SMART FENCE (SUPER-SILT FENCE) CONTRIBUTING SLOPE: 4.5% SLOPE LENGTH: 65-FT FENCE LENGTH: 325-FT A-2A- 2 A-2A- 2 A- 2 A-2A-2 CWD CWD CWDCWDC W D CW D CWD560.41 560.41 561.65 CONTRACTOR TO ENSURE POSITIVE DRAINAGE ALONG DF CONTRACTOR TO UTILIZE SAME DAY STABILIZATION FOR LANDSCAPE BUFFER INSTALLATION CONTRACTOR TO UTILIZE SAME DAY STABILIZATION FOR LANDSCAPE BUFFER INSTALLATION CONTRACTOR TO UTILIZE SAME DAY STABILIZATION FOR LANDSCAPE BUFFER INSTALLATION 560.00 559.82 558.18 558.00 544.00 545.53 CONTRACTOR TO ENSURE POSITIVE DRAINAGE ALONG EARTH DIKE DRY STORAGE INUNDATION AREA SSFSSFA-214 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 ENLARGED SOIL EROSION AND SEDIMENT CONTROL PLAN SCALE: 1" = 60'DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCENLARGED SOILEROSION ANDSEDIMENT CONTROLPLANNORTHLOD = 25.94 AC LOD DF SSF SF XX LEGEND PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR BUILDING RESTRICTION LINE EXISTING TREE LINE LIMITS OF DISTURBANCE SOIL BOUNDARY DIVERSION FENCE SMART FENCE (SUPER SILT FENCE) SEDIMENT BASIN/TRAP PROPOSED CONTOUR SILT FENCE EARTH DIKE (TYPE A-2) SEDIMENT BASIN/TRAP FOOTPRINT A-2 DRY STORAGE INUNDATION AREA XXXXXXXXXXLODLODLODLODLODLODLODLODXXXXXXXXXROCK OUTLET PROTECTION (ROP III) L = 26-FT W = 30-FT D = 19 IN CLASS 1 RIPRAP EARTH DIKE TYPE A-2 DA: 4.19 AC. SLOPE: 1.0% BAFFLE BOARD SEDIMENT TRAP (ST-III) DA = 7.57 AC. BOTTOM ELEV. = 552.5' EARTH DIKE TYPE A-2 DA: 4.19 AC. SLOPE: 1.0% EARTH DIKE TYPE A-2 DA: 4.19 AC. SLOPE: 1.0% RIPRAP INFLOW PROTECTION RIPRAP INFLOW PROTECTION RIPRAP OUTFLOW PROTECTION WEIR CREST = 557' EXISTING ELEVATION AT OUTLET = 557'10'38' 10'38'30'22'32.4'121.8' 135.9' 52.4' 244.9' 6. 0 '5604:1 4:1A-2 A-2A-2559558557556.5555.5554.5553.5 552.5 557 560557A-2557 558 558559 55 8 5 5 8 CRZ CRZ CRZ C R Z CRZCRZCRZCRZCRZKB KBKBKB KBKB50' BRL L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODXXXXXXXXXXXXXXXXXXXX25.0'SEDIMENT BASIN DA = 16.69 AC. BOTTOM ELEV. = 540' RIPRAP INFLOW PROTECTION HORIZONTAL DRAWDOWN PIPE (PERFORATED PIPE) BAFFLE BOARD RIPRAP INFLOW PROTECTION RIPRAP OUTFLOW PROTECTION WEIR CREST = 545' EXISTING ELEVATION AT OUTLET = 544' 10'10'20'38'3 8 '15'22' 8 5 ' 57'115'15' 1 4 8 '4.0'4:14:1547546545544543542541540 SSFSSF SSF SSF SSF SSF SSF S S F S S F S S F S S F S S F SSF SSFDRY STORAGE INUNDATION AREA TIE SSF INTO RIPRAP OUTFLOW PAD 547 546 545 54 4 545 546 54 4 546547 5 4 7 A-2 15 OF 18 Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSEDIMENT TRAPDETAILSENLARGED SEDIMENT TRAP DETAIL SCALE: 1" = 30' ENLARGED SEDIMENT BASIN DETAIL SCALE: 1" = 30' NORTH NORT H 16 OF 18©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSOIL EROSION ANDSEDIMENT CONTROLDETAILSNOTE: ACCEPTABLE ALTERNATIVE TO SUPER SILT FENCE 17 OF 18©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSOIL EROSION ANDSEDIMENT CONTROLDETAILSCOMPACT EARTH EMBANKMENT WITH STABILIZATION MATTING COMPACT EARTH EMBANKMENT WITH STABILIZATION MATTING COMPACT EARTH EMBANKMENT WITH STABILIZATION MATTING SEE STONE ANCHOR DETAIL PERFORATED PORTION OF PIPE 5' HORIZONTAL DRAW-DOWN DEVICE 1 BASIN MOD MODIFIED SEDIMENT BASIN WITH HORIZONTAL DRAW-DOWN PIPE 100 1.ALL SOIL EROSION/SEDIMENT CONTROL MEASURES SHALL COMPLY WITH THE “2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL” AND THE PROVISIONS OF THE APPROVED PLAN. 2.ALL GRADING AND STABILIZATION SHALL COMPLY WITH THE “2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL”, “SECTION B – GRADING AND STABILIZATION” AND THE PROVISIONS OF THE APPROVED PLAN. 3.ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES (BMP’S) ARE TO BE CONSTRUCTED AND/OR INSTALLED PRIOR TO OR AT THE INITIATION OF GRADING IN ACCORDANCE WITH “2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL”, AND THE APPROVED PLAN. 4.A GRADING UNIT IS THE MAXIMUM CONTIGUOUS AREA ALLOWED TO BE GRADED AT A GIVEN TIME AND IS LIMITED TO 20 ACRES. WORK MAY PROCEED TO A SUBSEQUENT GRADING UNIT WHEN AT LEAST 50 PERCENT OF THE DISTURBED AREA IN THE PRECEDING GRADING UNIT HAS BEEN STABILIZED AND APPROVED BY THE ENFORCEMENT AUTHORITY AND/OR THE WASHINGTON COUNTY SOIL CONSERVATION DISTRICT (APPROVAL AUTHORITY). UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE APPROVAL AUTHORITY, NO MORE THAN 30 ACRES CUMULATIVELY MAY BE DISTURBED AT A GIVEN TIME. 5.FOR INITIAL SOIL DISTURBANCE OR RE-DISTURBANCE, TEMPORARY OR PERMANENT STABILIZATION MUST BE COMPLETED WITHIN: a)THREE (3) CALENDAR DAYS AS TO THE SURFACE OF ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1); AND b)SEVEN (7) CALENDAR DAYS AS TO ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE NOT UNDER ACTIVE GRADING. 6.STOCKPILES MUST BE STABILIZED IN ACCORDANCE WITHIN THE 7 DAY STABILIZATION REQUIREMENT, AS WELL AS, STANDARD B-4-1 INCREMENTAL STABILIZATION AND STANDARD B-4-4 TEMPORARY STABILIZATION (AS APPLICABLE). 7.ALL CONSTRUCTED CHANNELS AND SWALES SHALL HAVE SPECIFIED TREATMENT INSTALLED TO THE DESIGN FLOW DEPTH COMPLETED DOWNSTREAM TO UPSTREAM AS CONSTRUCTION PROGRESSES. AN INSTALLATION DETAIL SHALL BE SHOWN ON THE PLANS. 8.ALL STORM DRAIN AND SANITARY SEWER LINES NOT IN PAVED AREAS ARE TO BE MULCHED AND SEEDED WITHIN 3 DAYS OF INITIAL BACKFILL UNLESS OTHERWISE SPECIFIED ON PLANS. 9.ELECTRIC POWER, TELEPHONE, AND GAS LINES ARE TO BE COMPACTED, SEEDED, AND MULCHED WITHIN 3 DAYS AFTER INITIAL BACKFILL UNLESS OTHERWISE SPECIFIED ON PLANS. 10.NO SLOPE SHALL BE GREATER THAN 2:1. 11.AS REQUIRED BY SECTION B, OF THE MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL, “ADEQUATE VEGETATIVE STABILIZATION”, IS DEFINED AS 95 PERCENT GROUND COVER. THE WASHINGTON COUNTY SOIL CONSERVATION DISTRICT REQUIRES THE PROJECT ADHERE TO THIS FOR SCHEDULING OF THE FINAL SITE CLOSEOUT REVIEW, AND/OR RELEASE OF THE SITE FOR SOIL EROSION AND SEDIMENT CONTROL. FOR SITES 1.0 ACRE OR MORE, THE FOLLOWING ARE REQUIRED: A.MARYLAND DEPARTMENT OF THE ENVIRONMENT, GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH A CONSTRUCTION ACTIVITY, NPDES PERMIT NUMBER MDRC, STATE DISCHARGE PERMIT NUMBER 14GP, OR AN INDIVIDUAL PERMIT. B.THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL PERMIT – NOTICE OF INTENT- NOI) APPLICATION AND PERMIT SHALL BE POSTED AND/OR AVAILABLE ON-SITE AT ALL TIMES. C.DURING CONSTRUCTION, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES (BMP’S) SHALL BE INSPECTED AND RECORDED ON THE “STANDARD INSPECTION FORM”, “GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY” PER THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (GENERAL/INDIVIDUAL PERMIT – NOTICE OF INTENT – NOI). D.FOLLOWING CONSTRUCTION AND RELEASE OF THE SITE FOR SOIL EROSION AND SEDIMENT CONTROL BY THE WASHINGTON COUNTY SOIL CONSERVATION DISTRICT, I.E., ALL PORTIONS OF A SITE HAVE BEEN PERMANENTLY STABILIZED, AND ALL STORMWATER DISCHARGES FROM CONSTRUCTION SITES THAT ARE AUTHORIZED BY THE PERMIT ARE ELIMINATED, THE AUTHORIZED PERMITTEE SHALL SUBMIT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT, GENERAL/INDIVIDUAL PERMIT – NOTICE OF TERMINATION-NOT. WASHINGTON COUNTY SOIL EROSION, SEDIMENT CONTROL, AND SEEDING NOTES: WASHINGTON COUNTY STANDARD UTILITY NOTES: 1.CONTRACTOR TO ONLY OPEN UP LENGTH OF TRENCH THAT CAN BE. CONSTRUCTED AND BACKFILLED IN ONE WORKING DAY IN PAVED AREAS. 2.CONTRACTOR TO PLACE EXCAVATED MATERIALS IN A DUMP TRUCK AND HAULED TO AN APPROVED LOCATION TO WASTED MATERIALS TO PAVED AREAS. 3.CONTRACTOR TO BACKFILL TRENCH WITH APPROVED MATERIALS AND STABILIZE DISTURBED AREAS THE SAME WORKING DAY. 4.IN AREAS WHERE THE CONSTRUCTION TAKES TO PLACE OUTSIDE OF THE EXISTING ROADBED, CONTRACTOR TO INSTALL SILT FENCE ALONG THE DOWNHILL SIDE OF THE TRENCH BEFORE BEGINNING CONSTRUCTION AND PLACE EXCAVATED MATERIAL FROM THE TRENCH ON THE UPHILL SIDE. 5.IF DEWATERING OF THE TRENCH IS REQUIRED, CONTRACTOR TO PUMP WATER TO A FILTER BAG TO DEWATER. 6.CONTRACTOR TO SWEEP STREETS OF ANY DEBRIS OR SEDIMENTS CAUSED BY CONSTRUCTION OPERATIONS AND DISPOSE OF AT AN APPROVED LOCATION. 7.CONTRACTOR TO STABILIZE ALL DISTURBED AREAS WITH SEED AND MULCH OR APPROPRIATE STREET REPAIR. 18 OF 18©PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND. LICENSE NO. 59359 EXPIRATION DATE 05/12/2024 DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCSOIL EROSION ANDSEDIMENT CONTROLNOTESB-4 STANDARDS AND SPECIFICATIONS FOR VEGETATIVE STABILIZATION DEFINITION USING VEGETATION AS COVER TO PROTECT EXPOSED SOIL FROM EROSION. PURPOSE TO PROMOTE THE ESTABLISHMENT OF VEGETATION ON EXPOSED SOIL. CONDITIONS WHERE PRACTICE APPLIES ON ALL DISTURBED AREAS NOT STABILIZED BY OTHER METHODS. THIS SPECIFICATION IS DIVIDED INTO SECTIONS ON INCREMENTAL STABILIZATION; SOIL PREPARATION, SOIL AMENDMENTS AND TOPSOILING; SEEDING AND MULCHING; TEMPORARY STABILIZATION; AND PERMANENT STABILIZATION. EFFECTS ON WATER QUALITY AND QUANTITY STABILIZATION PRACTICES ARE USED TO PROMOTE THE ESTABLISHMENT OF VEGETATION ON EXPOSED SOIL. WHEN SOIL IS STABILIZED WITH VEGETATION, THE SOIL IS LESS LIKELY TO ERODE AND MORE LIKELY TO ALLOW INFILTRATION OF RAINFALL, THEREBY REDUCING SEDIMENT LOADS AND RUNOFF TO DOWNSTREAM AREAS. PLANTING VEGETATION IN DISTURBED AREAS WILL HAVE AN EFFECT ON THE WATER BUDGET, ESPECIALLY ON VOLUMES AND RATES OF RUNOFF, INFILTRATION, EVAPORATION, TRANSPIRATION, PERCOLATION, AND GROUNDWATER RECHARGE. OVER TIME, VEGETATION WILL INCREASE ORGANIC MATTER CONTENT AND IMPROVE THE WATER HOLDING CAPACITY OF THE SOIL AND SUBSEQUENT PLANT GROWTH. VEGETATION WILL HELP REDUCE THE MOVEMENT OF SEDIMENT, NUTRIENTS, AND OTHER CHEMICALS CARRIED BY RUNOFF TO RECEIVING WATERS. PLANTS WILL ALSO HELP PROTECT GROUNDWATER SUPPLIES BY ASSIMILATING THOSE SUBSTANCES PRESENT WITHIN THE ROOT ZONE. SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE DURING GRADING, SEEDBED PREPARATION, SEEDING, MULCHING, AND VEGETATIVE ESTABLISHMENT. ADEQUATE VEGETATIVE ESTABLISHMENT INSPECT SEEDED AREAS FOR VEGETATIVE ESTABLISHMENT AND MAKE NECESSARY REPAIRS, REPLACEMENTS, AND RESEEDINGS WITHIN THE PLANTING SEASON. 1.ADEQUATE VEGETATIVE STABILIZATION REQUIRES 95 PERCENT GROUNDCOVER. 2.IF AN AREA HAS LESS THAN 40 PERCENT GROUNDCOVER, RESTABILIZE FOLLOWING THE ORIGINAL RECOMMENDATIONS FOR LIME, FERTILIZER, SEEDBED PREPARATION, AND SEEDING. 3.IF AN AREA HAS BETWEEN 40 AND 94 PERCENT GROUNDCOVER, OVER-SEED AND FERTILIZE USING HALF OF THE RATES ORIGINALLY SPECIFIED. 4.MAINTENANCE FERTILIZER RATES FOR PERMANENT SEEDING ARE SHOWN IN TABLE B.6. B-4-1 STANDARDS AND SPECIFICATIONS FOR INCREMENTAL STABILIZATION DEFINITION ESTABLISHMENT OF VEGETATIVE COVER ON CUT AND FILL SLOPES. PURPOSE TO PROVIDE TIMELY VEGETATIVE COVER ON CUT AND FILL SLOPES AS WORK PROGRESSES. CONDITIONS WHERE PRACTICE APPLIES ANY CUT OR FILL SLOPE GREATER THAN 15 FEET IN HEIGHT. THIS PRACTICE ALSO APPLIES TO STOCKPILES. CRITERIA A.INCREMENTAL STABILIZATION - CUT SLOPES 1.EXCAVATE AND STABILIZE CUT SLOPES IN INCREMENTS NOT TO EXCEED 15 FEET IN HEIGHT. PREPARE SEEDBED AND APPLY SEED AND MULCH ON ALL CUT SLOPES AS THE WORK PROGRESSES. 2.CONSTRUCTION SEQUENCE EXAMPLE (REFER TO FIGURE B.1): a. CONSTRUCT AND STABILIZE ALL TEMPORARY SWALES OR DIKES THAT WILL BE USED TO CONVEY RUNOFF AROUND THE EXCAVATION. b. PERFORM PHASE 1 EXCAVATION, PREPARE SEEDBED, AND STABILIZE. c. PERFORM PHASE 2 EXCAVATION, PREPARE SEEDBED, AND STABILIZE. OVERSEED PHASE 1 AREAS AS NECESSARY. d. PERFORM FINAL PHASE EXCAVATION, PREPARE SEEDBED, AND STABILIZE. OVERSEED PREVIOUSLY SEEDED AREAS AS NECESSARY. NOTE: ONCE EXCAVATION HAS BEGUN THE OPERATION SHOULD BE CONTINUOUS FROM GRUBBING THROUGH THE COMPLETION OF GRADING AND PLACEMENT OF TOPSOIL (IF REQUIRED) AND PERMANENT SEED AND MULCH. ANY INTERRUPTIONS IN THE OPERATION OR COMPLETING THE OPERATION OUT OF THE SEEDING SEASON WILL NECESSITATE THE APPLICATION OF TEMPORARY STABILIZATION. B.INCREMENTAL STABILIZATION - FILL SLOPES 1. CONSTRUCT AND STABILIZE FILL SLOPES IN INCREMENTS NOT TO EXCEED 15 FEET IN HEIGHT. PREPARE SEEDBED AND APPLY SEED AND MULCH ON ALL SLOPES AS THE WORK PROGRESSES. 2. STABILIZE SLOPES IMMEDIATELY WHEN THE VERTICAL HEIGHT OF A LIFT REACHES 15 FEET, OR WHEN THE GRADING OPERATION CEASES AS PRESCRIBED IN THE PLANS. 3. AT THE END OF EACH DAY, INSTALL TEMPORARY WATER CONVEYANCE PRACTICE(S), AS NECESSARY, TO INTERCEPT SURFACE RUNOFF AND CONVEY IT DOWN THE SLOPE IN A NON-EROSIVE MANNER. 4. CONSTRUCTION SEQUENCE EXAMPLE (REFER TO FIGURE B.2): a. CONSTRUCT AND STABILIZE ALL TEMPORARY SWALES OR DIKES THAT WILL BE USED TO DIVERT RUNOFF AROUND THE FILL. CONSTRUCT SILT FENCE ON LOW SIDE OF FILL UNLESS OTHER METHODS SHOWN ON THE PLANS ADDRESS THIS AREA. b. AT THE END OF EACH DAY, INSTALL TEMPORARY WATER CONVEYANCE PRACTICE(S), AS NECESSARY, TO INTERCEPT SURFACE RUNOFF AND CONVEY IT DOWN THE SLOPE IN A NON-EROSIVE MANNER. a.PLACE PHASE 1 FILL, PREPARE SEEDBED, AND STABILIZE. d. PLACE PHASE 2 FILL, PREPARE SEEDBED, AND STABILIZE. e. PLACE FINAL PHASE FILL, PREPARE SEEDBED, AND STABILIZE. OVERSEED PREVIOUSLY SEEDED AREAS AS NECESSARY. NOTE: ONCE THE PLACEMENT OF FILL HAS BEGUN THE OPERATION SHOULD BE CONTINUOUS FROM GRUBBING THROUGH THE COMPLETION OF GRADING AND PLACEMENT OF TOPSOIL (IF REQUIRED) AND PERMANENT SEED AND MULCH. ANY INTERRUPTIONS IN THE OPERATION OR COMPLETING THE OPERATION OUT OF THE SEEDING SEASON WILL NECESSITATE THE APPLICATION OF TEMPORARY STABILIZATION. B-4-2 STANDARDS AND SPECIFICATIONS FOR SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS DEFINITION THE PROCESS OF PREPARING THE SOILS TO SUSTAIN ADEQUATE VEGETATIVE STABILIZATION. PURPOSE TO PROVIDE A SUITABLE SOIL MEDIUM FOR VEGETATIVE GROWTH. CONDITIONS WHERE PRACTICE APPLIES WHERE VEGETATIVE STABILIZATION IS TO BE ESTABLISHED. CRITERIA A. SOIL PREPARATION 1. TEMPORARY STABILIZATION a. SEEDBED PREPARATION CONSISTS OF LOOSENING SOIL TO A DEPTH OF 3 TO 5 INCHES BY MEANS OF SUITABLE AGRICULTURAL OR CONSTRUCTION EQUIPMENT, SUCH AS DISC HARROWS OR CHISEL PLOWS OR RIPPERS MOUNTED ON CONSTRUCTION EQUIPMENT. AFTER THE SOIL IS LOOSENED, IT MUST NOT BE ROLLED OR DRAGGED SMOOTH BUT LEFT IN THE ROUGHENED CONDITION. SLOPES 3:1 OR FLATTER ARE TO BE TRACKED WITH RIDGES RUNNING PARALLEL TO THE CONTOUR OF THE SLOPE. b. APPLY FERTILIZER AND LIME AS PRESCRIBED ON THE PLANS. c. INCORPORATE LIME AND FERTILIZER INTO THE TOP 3 TO 5 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. 2. PERMANENT STABILIZATION A. A SOIL TEST IS REQUIRED FOR ANY EARTH DISTURBANCE OF 5 ACRES OR MORE. THE MINIMUM SOIL CONDITIONS REQUIRED FOR PERMANENT VEGETATIVE ESTABLISHMENT ARE: I. SOIL PH BETWEEN 6.0 AND 7.0. II. SOLUBLE SALTS LESS THAN 500 PARTS PER MILLION (PPM). III. SOIL CONTAINS LESS THAN 40 PERCENT CLAY BUT ENOUGH FINE GRAINED MATERIAL (GREATER THAN 30 PERCENT SILT PLUS CLAY) TO PROVIDE THE CAPACITY TO HOLD A MODERATE AMOUNT OF MOISTURE. AN EXCEPTION: IF LOVEGRASS WILL BE PLANTED, THEN A SANDY SOIL (LESS THAN 30 PERCENT SILT PLUS CLAY) WOULD BE ACCEPTABLE. IV. SOIL CONTAINS 1.5 PERCENT MINIMUM ORGANIC MATTER BY WEIGHT. V. SOIL CONTAINS SUFFICIENT PORE SPACE TO PERMIT ADEQUATE ROOT PENETRATION. B. APPLICATION OF AMENDMENTS OR TOPSOIL IS REQUIRED IF ON-SITE SOILS DO NOT MEET THE ABOVE CONDITIONS. C. GRADED AREAS MUST BE MAINTAINED IN A TRUE AND EVEN GRADE AS SPECIFIED ON THE APPROVED PLAN, THEN SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF 3 TO 5 INCHES. d.APPLY SOIL AMENDMENTS AS SPECIFIED ON THE APPROVED PLAN OR AS INDICATED BY THE RESULTS OF A SOIL TEST. e.MIX SOIL AMENDMENTS INTO THE TOP 3 TO 5 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. RAKE LAWN AREAS TO SMOOTH THE SURFACE, REMOVE LARGE OBJECTS LIKE STONES AND BRANCHES, AND READY THE AREA FOR SEED APPLICATION. LOOSEN SURFACE SOIL BY DRAGGING WITH A HEAVY CHAIN OR OTHER EQUIPMENT TO ROUGHEN THE SURFACE WHERE SITE CONDITIONS WILL NOT PERMIT NORMAL SEEDBED PREPARATION. TRACK SLOPES 3:1 OR FLATTER WITH TRACKED EQUIPMENT LEAVING THE SOIL IN AN IRREGULAR CONDITION WITH RIDGES RUNNING PARALLEL TO THE CONTOUR OF THE SLOPE. LEAVE THE TOP 1 TO 3 INCHES OF SOIL LOOSE AND FRIABLE. SEEDBED LOOSENING MAY BE UNNECESSARY ON NEWLY DISTURBED AREAS. B. TOPSOILING 1. TOPSOIL IS PLACED OVER PREPARED SUBSOIL PRIOR TO ESTABLISHMENT OF PERMANENT VEGETATION. THE PURPOSE IS TO PROVIDE A SUITABLE SOIL MEDIUM FOR VEGETATIVE GROWTH. SOILS OF CONCERN HAVE LOW MOISTURE CONTENT, LOW NUTRIENT LEVELS, LOW PH, MATERIALS TOXIC TO PLANTS, AND/OR UNACCEPTABLE SOIL GRADATION. 2. TOPSOIL SALVAGED FROM AN EXISTING SITE MAY BE USED PROVIDED IT MEETS THE STANDARDS AS SET FORTH IN THESE SPECIFICATIONS. TYPICALLY, THE DEPTH OF TOPSOIL TO BE SALVAGED FOR A GIVEN SOIL TYPE CAN BE FOUND IN THE REPRESENTATIVE SOIL PROFILE SECTION IN THE SOIL SURVEY PUBLISHED BY USDA-NRCS. 3. TOPSOILING IS LIMITED TO AREAS HAVING 2:1 OR FLATTER SLOPES WHERE: A. THE TEXTURE OF THE EXPOSED SUBSOIL/PARENT MATERIAL IS NOT ADEQUATE TO PRODUCE VEGETATIVE GROWTH. B. THE SOIL MATERIAL IS SO SHALLOW THAT THE ROOTING ZONE IS NOT DEEP ENOUGH TO SUPPORT PLANTS OR FURNISH CONTINUING SUPPLIES OF MOISTURE AND PLANT NUTRIENTS. C. THE ORIGINAL SOIL TO BE VEGETATED CONTAINS MATERIAL TOXIC TO PLANT GROWTH. D. THE SOIL IS SO ACIDIC THAT TREATMENT WITH LIMESTONE IS NOT FEASIBLE. 4. AREAS HAVING SLOPES STEEPER THAN 2:1 REQUIRE SPECIAL CONSIDERATION AND DESIGN. 5. TOPSOIL SPECIFICATIONS: SOIL TO BE USED AS TOPSOIL MUST MEET THE FOLLOWING CRITERIA: A. TOPSOIL MUST BE A LOAM, SANDY LOAM, CLAY LOAM, SILT LOAM, SANDY CLAY LOAM, OR LOAMY SAND. OTHER SOILS MAY BE USED IF RECOMMENDED BY AN AGRONOMIST OR SOIL SCIENTIST AND APPROVED BY THE APPROPRIATE APPROVAL AUTHORITY. TOPSOIL MUST NOT BE A MIXTURE OF CONTRASTING TEXTURED SUBSOILS AND MUST CONTAIN LESS THAN 5 PERCENT BY VOLUME OF CINDERS, STONES, SLAG, COARSE FRAGMENTS, GRAVEL, STICKS, ROOTS, TRASH, OR OTHER MATERIALS LARGER THAN 1Ѕ INCHES IN DIAMETER. B. TOPSOIL MUST BE FREE OF NOXIOUS PLANTS OR PLANT PARTS SUCH AS BERMUDA GRASS, QUACK GRASS, JOHNSON GRASS, NUT SEDGE, POISON IVY, THISTLE, OR OTHERS AS SPECIFIED. C. TOPSOIL SUBSTITUTES OR AMENDMENTS, AS RECOMMENDED BY A QUALIFIED AGRONOMIST OR SOIL SCIENTIST AND APPROVED BY THE APPROPRIATE APPROVAL AUTHORITY, MAY BE USED IN LIEU OF NATURAL TOPSOIL. 6. TOPSOIL APPLICATION A. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE MAINTAINED WHEN APPLYING TOPSOIL. B. UNIFORMLY DISTRIBUTE TOPSOIL IN A 5 TO 8 INCH LAYER AND LIGHTLY COMPACT TO A MINIMUM THICKNESS OF 4 INCHES. SPREADING IS TO BE PERFORMED IN SUCH A MANNER THAT SODDING OR SEEDING CAN PROCEED WITH A MINIMUM OF ADDITIONAL SOIL PREPARATION AND TILLAGE. ANY IRREGULARITIES IN THE SURFACE RESULTING FROM TOPSOILING OR OTHER OPERATIONS MUST BE CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS. C. TOPSOIL MUST NOT BE PLACED IF THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. C. SOIL AMENDMENTS (FERTILIZER AND LIME SPECIFICATIONS) 1. SOIL TESTS MUST BE PERFORMED TO DETERMINE THE EXACT RATIOS AND APPLICATION RATES FOR BOTH LIME AND FERTILIZER ON SITES HAVING DISTURBED AREAS OF 5 ACRES OR MORE. SOIL ANALYSIS MAY BE PERFORMED BY A RECOGNIZED PRIVATE OR COMMERCIAL LABORATORY. SOIL SAMPLES TAKEN FOR ENGINEERING PURPOSES MAY ALSO BE USED FOR CHEMICAL ANALYSES. 2. FERTILIZERS MUST BE UNIFORM IN COMPOSITION, FREE FLOWING AND SUITABLE FOR ACCURATE APPLICATION BY APPROPRIATE EQUIPMENT. MANURE MAY BE SUBSTITUTED FOR FERTILIZER WITH PRIOR APPROVAL FROM THE APPROPRIATE APPROVAL AUTHORITY. FERTILIZERS MUST ALL BE DELIVERED TO THE SITE FULLY LABELED ACCORDING TO THE APPLICABLE LAWS AND MUST BEAR THE NAME, TRADE NAME OR TRADEMARK AND WARRANTY OF THE PRODUCER. 3. LIME MATERIALS MUST BE GROUND LIMESTONE (HYDRATED OR BURNT LIME MAY BE SUBSTITUTED EXCEPT WHEN HYDROSEEDING) WHICH CONTAINS AT LEAST 50 PERCENT TOTAL OXIDES (CALCIUM OXIDE PLUS MAGNESIUM OXIDE). LIMESTONE MUST BE GROUND TO SUCH FINENESS THAT AT LEAST 50 PERCENT WILL PASS THROUGH A #100 MESH SIEVE AND 98 TO 100 PERCENT WILL PASS THROUGH A #20 MESH SIEVE. 4. LIME AND FERTILIZER ARE TO BE EVENLY DISTRIBUTED AND INCORPORATED INTO THE TOP 3 TO 5 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. 5. WHERE THE SUBSOIL IS EITHER HIGHLY ACIDIC OR COMPOSED OF HEAVY CLAYS, SPREAD GROUND LIMESTONE AT THE RATE OF 4 TO 8 TONS/ACRE (200-400 POUNDS PER 1,000 SQUARE FEET) PRIOR TO THE PLACEMENT OF TOPSOIL. B-4-3 STANDARDS AND SPECIFICATIONS FOR SEEDING AND MULCHING DEFINITION THE APPLICATION OF SEED AND MULCH TO ESTABLISH VEGETATIVE COVER. PURPOSE TO PROTECT DISTURBED SOILS FROM EROSION DURING AND AT THE END OF CONSTRUCTION. CONDITIONS WHERE PRACTICE APPLIES TO THE SURFACE OF ALL PERIMETER CONTROLS, SLOPES, AND ANY DISTURBED AREA NOT UNDER ACTIVE GRADING. CRITERIA A. SEEDING 1. SPECIFICATIONS A. ALL SEED MUST MEET THE REQUIREMENTS OF THE MARYLAND STATE SEED LAW. ALL SEED MUST BE SUBJECT TO RE-TESTING BY A RECOGNIZED SEED LABORATORY. ALL SEED USED MUST HAVE BEEN TESTED WITHIN THE 6 MONTHS IMMEDIATELY PRECEDING THE DATE OF SOWING SUCH MATERIAL ON ANY PROJECT. REFER TO TABLE B.4 REGARDING THE QUALITY OF SEED. SEED TAGS MUST BE AVAILABLE UPON REQUEST TO THE INSPECTOR TO VERIFY TYPE OF SEED AND SEEDING RATE. B. MULCH ALONE MAY BE APPLIED BETWEEN THE FALL AND SPRING SEEDING DATES ONLY IF THE GROUND IS FROZEN. THE APPROPRIATE SEEDING MIXTURE MUST BE APPLIED WHEN THE GROUND THAWS. C. INOCULANTS: THE INOCULANT FOR TREATING LEGUME SEED IN THE SEED MIXTURES MUST BE A PURE CULTURE OF NITROGEN FIXING BACTERIA PREPARED SPECIFICALLY FOR THE SPECIES. INOCULANTS MUST NOT BE USED LATER THAN THE DATE INDICATED ON THE CONTAINER. ADD FRESH INOCULANTS AS DIRECTED ON THE PACKAGE. USE FOUR TIMES THE RECOMMENDED RATE WHEN HYDROSEEDING. NOTE: IT IS VERY IMPORTANT TO KEEP INOCULANT AS COOL AS POSSIBLE UNTIL USED. TEMPERATURES ABOVE 75 TO 80 DEGREES FAHRENHEIT CAN WEAKEN BACTERIA AND MAKE THE INOCULANT LESS EFFECTIVE. D. SOD OR SEED MUST NOT BE PLACED ON SOIL WHICH HAS BEEN TREATED WITH SOIL STERILANTS OR CHEMICALS USED FOR WEED CONTROL UNTIL SUFFICIENT TIME HAS ELAPSED (14 DAYS MIN.) TO PERMIT DISSIPATION OF PHYTO-TOXIC MATERIALS. 2. APPLICATION A. DRY SEEDING: THIS INCLUDES USE OF CONVENTIONAL DROP OR BROADCAST SPREADERS. I. INCORPORATE SEED INTO THE SUBSOIL AT THE RATES PRESCRIBED ON TEMPORARY SEEDING TABLE B.1, PERMANENT SEEDING TABLE B.3, OR SITE-SPECIFIC SEEDING SUMMARIES. II. APPLY SEED IN TWO DIRECTIONS, PERPENDICULAR TO EACH OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION. ROLL THE SEEDED AREA WITH A WEIGHTED ROLLER TO PROVIDE GOOD SEED TO SOIL CONTACT. B. DRILL OR CULTIPACKER SEEDING: MECHANIZED SEEDERS THAT APPLY AND COVER SEED WITH SOIL. I. CULTIPACKING SEEDERS ARE REQUIRED TO BURY THE SEED IN SUCH A FASHION AS TO PROVIDE AT LEAST 1/4 INCH OF SOIL COVERING. SEEDBED MUST BE FIRM AFTER PLANTING. II. APPLY SEED IN TWO DIRECTIONS, PERPENDICULAR TO EACH OTHER. APPLY HALF THE SEEDING RATE IN EACH DIRECTION. C. HYDROSEEDING: APPLY SEED UNIFORMLY WITH HYDROSEEDER (SLURRY INCLUDES SEED AND FERTILIZER). I. IF FERTILIZER IS BEING APPLIED AT THE TIME OF SEEDING, THE APPLICATION RATES SHOULD NOT EXCEED THE FOLLOWING: NITROGEN, 100 POUNDS PER ACRE TOTAL OF SOLUBLE NITROGEN; P2O5 (PHOSPHOROUS), 200 POUNDS PER ACRE; K2O (POTASSIUM), 200 POUNDS PER ACRE. II. LIME: USE ONLY GROUND AGRICULTURAL LIMESTONE (UP TO 3 TONS PER ACRE MAY BE APPLIED BY HYDROSEEDING). NORMALLY, NOT MORE THAN 2 TONS ARE APPLIED BY HYDROSEEDING AT ANY ONE TIME. DO NOT USE BURNT OR HYDRATED LIME WHEN HYDROSEEDING. III. MIX SEED AND FERTILIZER ON SITE AND SEED IMMEDIATELY AND WITHOUT INTERRUPTION. IV. WHEN HYDROSEEDING DO NOT INCORPORATE SEED INTO THE SOIL. B. MULCHING 1. MULCH MATERIALS (IN ORDER OF PREFERENCE) A. STRAW CONSISTING OF THOROUGHLY THRESHED WHEAT, RYE, OAT, OR BARLEY AND REASONABLY BRIGHT IN COLOR. STRAW IS TO BE FREE OF NOXIOUS WEED SEEDS AS SPECIFIED IN THE MARYLAND SEED LAW AND NOT MUSTY, MOLDY, CAKED, DECAYED, OR EXCESSIVELY DUSTY. NOTE: USE ONLY STERILE STRAW MULCH IN AREAS WHERE ONE SPECIES OF GRASS IS DESIRED. B. WOOD CELLULOSE FIBER MULCH (WCFM) CONSISTING OF SPECIALLY PREPARED WOOD CELLULOSE PROCESSED INTO A UNIFORM FIBROUS PHYSICAL STATE. I. WCFM IS TO BE DYED GREEN OR CONTAIN A GREEN DYE IN THE PACKAGE THAT WILL PROVIDE AN APPROPRIATE COLOR TO FACILITATE VISUAL INSPECTION OF THE UNIFORMLY SPREAD SLURRY. II. WCFM, INCLUDING DYE, MUST CONTAIN NO GERMINATION OR GROWTH INHIBITING FACTORS. III. WCFM MATERIALS ARE TO BE MANUFACTURED AND PROCESSED IN SUCH A MANNER THAT THE WOOD CELLULOSE FIBER MULCH WILL REMAIN IN UNIFORM SUSPENSION IN WATER UNDER AGITATION AND WILL BLEND WITH SEED, FERTILIZER AND OTHER ADDITIVES TO FORM A HOMOGENEOUS SLURRY. THE MULCH MATERIAL MUST FORM A BLOTTER-LIKE GROUND COVER, ON APPLICATION, HAVING MOISTURE ABSORPTION AND PERCOLATION PROPERTIES AND MUST COVER AND HOLD GRASS SEED IN CONTACT WITH THE SOIL WITHOUT INHIBITING THE GROWTH OF THE GRASS SEEDLINGS. IV. WCFM MATERIAL MUST NOT CONTAIN ELEMENTS OR COMPOUNDS AT CONCENTRATION LEVELS THAT WILL BE PHYTO-TOXIC. V. WCFM MUST CONFORM TO THE FOLLOWING PHYSICAL REQUIREMENTS: FIBER LENGTH OF APPROXIMATELY 10 MILLIMETERS, DIAMETER APPROXIMATELY 1 MILLIMETER, PH RANGE OF 4.0 TO 8.5, ASH CONTENT OF 1.6 PERCENT MAXIMUM AND WATER HOLDING CAPACITY OF 90 PERCENT MINIMUM. 2. APPLICATION a. APPLY MULCH TO ALL SEEDED AREAS IMMEDIATELY AFTER SEEDING. b. WHEN STRAW MULCH IS USED, SPREAD IT OVER ALL SEEDED AREAS AT THE RATE OF 2 TONS PER ACRE TO A UNIFORM LOOSE DEPTH OF 1 TO 2 INCHES. APPLY MULCH TO ACHIEVE A UNIFORM DISTRIBUTION AND DEPTH SO THAT THE SOIL SURFACE IS NOT EXPOSED. WHEN USING A MULCH ANCHORING TOOL, INCREASE THE APPLICATION RATE TO 2.5 TONS PER ACRE. c. WOOD CELLULOSE FIBER USED AS MULCH MUST BE APPLIED AT A NET DRY WEIGHT OF 1500 POUNDS PER ACRE. MIX THE WOOD CELLULOSE FIBER WITH WATER TO ATTAIN A MIXTURE WITH A MAXIMUM OF 50 POUNDS OF WOOD CELLULOSE FIBER PER 100 GALLONS OF WATER. 3. ANCHORING a. PERFORM MULCH ANCHORING IMMEDIATELY FOLLOWING APPLICATION OF MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS (LISTED BY PREFERENCE), DEPENDING UPON THE SIZE OF THE AREA AND EROSION HAZARD: I. A MULCH ANCHORING TOOL IS A TRACTOR DRAWN IMPLEMENT DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE A MINIMUM OF 2 INCHES. THIS PRACTICE IS MOST EFFECTIVE ON LARGE AREAS, BUT IS LIMITED TO FLATTER SLOPES WHERE EQUIPMENT CAN OPERATE SAFELY. IF USED ON SLOPING LAND, THIS PRACTICE SHOULD FOLLOW THE CONTOUR. II.WOOD CELLULOSE FIBER MAY BE USED FOR ANCHORING STRAW. APPLY THE FIBER BINDER AT A NET DRY WEIGHT OF 750 POUNDS PER ACRE. MIX THE WOOD CELLULOSE FIBER WITH WATER AT A MAXIMUM OF 50 POUNDS OF WOOD CELLULOSE FIBER PER 100 GALLONS OF WATER. III.SYNTHETIC BINDERS SUCH AS ACRYLIC DLR (AGRO-TACK), DCA-70, PETROSET, TERRA TAX II, TERRA TACK AR OR OTHER APPROVED EQUAL MAY BE USED. FOLLOW APPLICATION RATES AS SPECIFIED BY THE MANUFACTURER. APPLICATION OF LIQUID BINDERS NEEDS TO BE HEAVIER AT THE EDGES WHERE WIND CATCHES MULCH, SUCH AS IN VALLEYS AND ON CRESTS OF BANKS. USE OF ASPHALT BINDERS IS STRICTLY PROHIBITED. IV.LIGHTWEIGHT PLASTIC NETTING MAY BE STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER RECOMMENDATIONS. NETTING IS USUALLY AVAILABLE IN ROLLS 4 TO 15 FEET WIDE AND 300 TO 3,000 FEET LONG. B-4-4 STANDARDS AND SPECIFICATIONS FOR TEMPORARY STABILIZATION DEFINITION TO STABILIZE DISTURBED SOILS WITH VEGETATION FOR UP TO 6 MONTHS. PURPOSE TO USE FAST GROWING VEGETATION THAT PROVIDES COVER ON DISTURBED SOILS. CONDITIONS WHERE PRACTICE APPLIES EXPOSED SOILS WHERE GROUND COVER IS NEEDED FOR A PERIOD OF 6 MONTHS OR LESS. FOR LONGER DURATION OF TIME, PERMANENT STABILIZATION PRACTICES ARE REQUIRED. CRITERIA 1.SELECT ONE OR MORE OF THE SPECIES OR SEED MIXTURES LISTED IN TABLE B.1 FOR THE APPROPRIATE PLANT HARDINESS ZONE (FROM FIGURE B.3), AND ENTER THEM IN THE TEMPORARY SEEDING SUMMARY BELOW ALONG WITH APPLICATION RATES, SEEDING DATES AND SEEDING DEPTHS. IF THIS SUMMARY IS NOT PUT ON THE PLAN AND COMPLETED, THEN TABLE B.1 PLUS FERTILIZER AND LIME RATES MUST BE PUT ON THE PLAN. 2.FOR SITES HAVING SOIL TESTS PERFORMED, USE AND SHOW THE RECOMMENDED RATES BY THE TESTING AGENCY. SOIL TESTS ARE NOT REQUIRED FOR TEMPORARY SEEDING. 3.WHEN STABILIZATION IS REQUIRED OUTSIDE OF A SEEDING SEASON, APPLY SEED AND MULCH OR STRAW MULCH ALONE AS PRESCRIBED IN SECTION B-4-3.A.1.B AND MAINTAIN UNTIL THE NEXT SEEDING SEASON. B-4-5 STANDARDS AND SPECIFICATIONS FOR PERMANENT STABILIZATION DEFINITION TO STABILIZE DISTURBED SOILS WITH PERMANENT VEGETATION. PURPOSE TO USE LONG-LIVED PERENNIAL GRASSES AND LEGUMES TO ESTABLISH PERMANENT GROUND COVER ON DISTURBED SOILS. CONDITIONS WHERE PRACTICE APPLIES EXPOSED SOILS WHERE GROUND COVER IS NEEDED FOR 6 MONTHS OR MORE. CRITERIA A. SEED MIXTURES 1. GENERAL USE a. SELECT ONE OR MORE OF THE SPECIES OR MIXTURES LISTED IN TABLE B.3 FOR THE APPROPRIATE PLANT HARDINESS ZONE (FROM FIGURE B.3) AND BASED ON THE SITE CONDITION OR PURPOSE FOUND ON TABLE B.2. ENTER SELECTED MIXTURE(S), APPLICATION RATES, AND SEEDING DATES IN THE PERMANENT SEEDING SUMMARY. THE SUMMARY IS TO BE PLACED ON THE PLAN. b. ADDITIONAL PLANTING SPECIFICATIONS FOR EXCEPTIONAL SITES SUCH AS SHORELINES, STREAM BANKS, OR DUNES OR FOR SPECIAL PURPOSES SUCH AS WILDLIFE OR AESTHETIC TREATMENT MAY BE FOUND IN USDA-NRCS TECHNICAL FIELD OFFICE GUIDE, SECTION 342 - CRITICAL AREA PLANTING. c. FOR SITES HAVING DISTURBED AREA OVER 5 ACRES, USE AND SHOW THE RATES RECOMMENDED BY THE SOIL TESTING AGENCY. d. FOR AREAS RECEIVING LOW MAINTENANCE, APPLY UREA FORM FERTILIZER (46-0-0) AT 3 Ѕ POUNDS PER 1000 SQUARE FEET (150 POUNDS PER ACRE) AT THE TIME OF SEEDING IN ADDITION TO THE SOIL AMENDMENTS SHOWN IN THE PERMANENT SEEDING SUMMARY . 2. TURFGRASS MIXTURES a. AREAS WHERE TURFGRASS MAY BE DESIRED INCLUDE LAWNS, PARKS, PLAYGROUNDS, AND COMMERCIAL SITES WHICH WILL RECEIVE A MEDIUM TO HIGH LEVEL OF MAINTENANCE. b. SELECT ONE OR MORE OF THE SPECIES OR MIXTURES LISTED BELOW BASED ON THE SITE CONDITIONS OR PURPOSE. ENTER SELECTED MIXTURE(S), APPLICATION RATES, AND SEEDING DATES IN THE PERMANENT SEEDING SUMMARY. THE SUMMARY IS TO BE PLACED ON THE PLAN. I. KENTUCKY BLUEGRASS: FULL SUN MIXTURE: FOR USE IN AREAS THAT RECEIVE INTENSIVE MANAGEMENT. IRRIGATION REQUIRED IN THE AREAS OF CENTRAL MARYLAND AND EASTERN SHORE. RECOMMENDED CERTIFIED KENTUCKY BLUEGRASS CULTIVARS SEEDING RATE: 1.5 TO 2.0 POUNDS PER 1000 SQUARE FEET. CHOOSE A MINIMUM OF THREE KENTUCKY BLUEGRASS CULTIVARS WITH EACH RANGING FROM 10 TO 35 PERCENT OF THE TOTAL MIXTURE BY WEIGHT. II. KENTUCKY BLUEGRASS/PERENNIAL RYE: FULL SUN MIXTURE: FOR USE IN FULL SUN AREAS WHERE RAPID ESTABLISHMENT IS NECESSARY AND WHEN TURF WILL RECEIVE MEDIUM TO INTENSIVE MANAGEMENT. CERTIFIED PERENNIAL RYEGRASS CULTIVARS/CERTIFIED KENTUCKY BLUEGRASS SEEDING RATE: 2 POUNDS MIXTURE PER 1000 SQUARE FEET. CHOOSE A MINIMUM OF THREE KENTUCKY BLUEGRASS CULTIVARS WITH EACH RANGING FROM 10 TO 35 PERCENT OF THE TOTAL MIXTURE BY WEIGHT. III. TALL FESCUE/KENTUCKY BLUEGRASS: FULL SUN MIXTURE: FOR USE IN DROUGHT PRONE AREAS AND/OR FOR AREAS RECEIVING LOW TO MEDIUM MANAGEMENT IN FULL SUN TO MEDIUM SHADE. RECOMMENDED MIXTURE INCLUDES; CERTIFIED TALL FESCUE CULTIVARS 95 TO 100 PERCENT, CERTIFIED KENTUCKY BLUEGRASS CULTIVARS 0 TO 5 PERCENT. SEEDING RATE: 5 TO 8 POUNDS PER 1000 SQUARE FEET. ONE OR MORE CULTIVARS MAY BE BLENDED. IV. KENTUCKY BLUEGRASS/FINE FESCUE: SHADE MIXTURE: FOR USE IN AREAS WITH SHADE IN BLUEGRASS LAWNS. FOR ESTABLISHMENT IN HIGH QUALITY, INTENSIVELY MANAGED TURF AREA. MIXTURE INCLUDES; CERTIFIED KENTUCKY BLUEGRASS CULTIVARS 30 TO 40 PERCENT AND CERTIFIED FINE FESCUE AND 60 TO 70 PERCENT. SEEDING RATE: 1Ѕ TO 3 POUNDS PER 1000 SQUARE FEET. NOTES: SELECT TURFGRASS VARIETIES FROM THOSE LISTED IN THE MOST CURRENT UNIVERSITY OF MARYLAND PUBLICATION, AGRONOMY MEMO #77, "TURFGRASS CULTIVAR RECOMMENDATIONS FOR MARYLAND" CHOOSE CERTIFIED MATERIAL. CERTIFIED MATERIAL IS THE BEST GUARANTEE OF CULTIVAR PURITY. THE CERTIFICATION PROGRAM OF THE MARYLAND DEPARTMENT OF AGRICULTURE, TURF AND SEED SECTION, PROVIDES A RELIABLE MEANS OF CONSUMER PROTECTION AND ASSURES A PURE GENETIC LINE c. IDEAL TIMES OF SEEDING FOR TURF GRASS MIXTURES WESTERN MD: MARCH 15 TO JUNE 1, AUGUST 1 TO OCTOBER 1 (HARDINESS ZONES: 5B, 6A) CENTRAL MD: MARCH 1 TO MAY 15, AUGUST 15 TO OCTOBER 15 (HARDINESS ZONE: 6B) SOUTHERN MD, EASTERN SHORE: MARCH 1 TO MAY 15, AUGUST 15 TO OCTOBER 15 (HARDINESS ZONES: 7A, 7B) d.TILL AREAS TO RECEIVE SEED BY DISKING OR OTHER APPROVED METHODS TO A DEPTH OF 2 TO 4 INCHES, LEVEL AND RAKE THE AREAS TO PREPARE A PROPER SEEDBED. REMOVE STONES AND DEBRIS OVER 1Ѕ INCHES IN DIAMETER. THE RESULTING SEEDBED MUST BE IN SUCH CONDITION THAT FUTURE MOWING OF GRASSES WILL POSE NO DIFFICULTY. e. IF SOIL MOISTURE IS DEFICIENT, SUPPLY NEW SEEDINGS WITH ADEQUATE WATER FOR PLANT GROWTH (Ѕ TO 1 INCH EVERY 3 TO 4 DAYS DEPENDING ON SOIL TEXTURE) UNTIL THEY ARE FIRMLY ESTABLISHED. THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE LATE IN THE PLANTING SEASON, IN ABNORMALLY DRY OR HOT SEASONS, OR ON ADVERSE SITES. B.SOD: TO PROVIDE QUICK COVER ON DISTURBED AREAS (2:1 GRADE OR FLATTER). 1.GENERAL SPECIFICATIONS a.CLASS OF TURFGRASS SOD MUST BE MARYLAND STATE CERTIFIED. SOD LABELS MUST BE MADE AVAILABLE TO THE JOB FOREMAN AND INSPECTOR. b.SOD MUST BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF Ѕ INCH, PLUS OR MINUS Ј INCH, AT THE TIME OF CUTTING. MEASUREMENT FOR THICKNESS MUST EXCLUDE TOP GROWTH AND THATCH. BROKEN PADS AND TORN OR UNEVEN ENDS WILL NOT BE ACCEPTABLE. c.STANDARD SIZE SECTIONS OF SOD MUST BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON THE UPPER 10 PERCENT OF THE SECTION. d.SOD MUST NOT BE HARVESTED OR TRANSPLANTED WHEN MOISTURE CONTENT (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. e.SOD MUST BE HARVESTED, DELIVERED, AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SOD NOT TRANSPLANTED WITHIN THIS PERIOD MUST BE APPROVED BY AN AGRONOMIST OR SOIL SCIENTIST PRIOR TO ITS INSTALLATION. 2.SOD INSTALLATION a.DURING PERIODS OF EXCESSIVELY HIGH TEMPERATURE OR IN AREAS HAVING DRY SUBSOIL, LIGHTLY IRRIGATE THE SUBSOIL IMMEDIATELY PRIOR TO LAYING THE SOD. b.LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO IT AND TIGHTLY WEDGED AGAINST EACH OTHER. STAGGER LATERAL JOINTS TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH. ENSURE THAT SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE AIR DRYING OF THE ROOTS. c.WHEREVER POSSIBLE, LAY SOD WITH THE LONG EDGES PARALLEL TO THE CONTOUR AND WITH STAGGERING d.ROLL AND TAMP, PEG OR OTHERWISE SECURE THE SOD TO PREVENT SLIPPAGE ON SLOPES. ENSURE SOLID CONTACT EXISTS BETWEEN SOD ROOTS AND THE UNDERLYING SOIL SURFACE. e.WATER THE SOD IMMEDIATELY FOLLOWING ROLLING AND TAMPING UNTIL THE UNDERSIDE OF THE NEW SOD PAD AND SOIL SURFACE BELOW THE SOD ARE THOROUGHLY WET. COMPLETE THE OPERATIONS OF LAYING, TAMPING AND IRRIGATING FOR ANY PIECE OF SOD WITHIN EIGHT HOURS. 3. SOD MAINTENANCE a. IN THE ABSENCE OF ADEQUATE RAINFALL, WATER DAILY DURING THE FIRST WEEK OR AS OFTEN AND SUFFICIENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A DEPTH OF 4 INCHES. WATER SOD DURING THE HEAT OF THE DAY TO PREVENT WILTING. b. AFTER THE FIRST WEEK, SOD WATERING IS REQUIRED AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE CONTENT. c. DO NOT MOW UNTIL THE SOD IS FIRMLY ROOTED. NO MORE THAN ⅓ OF THE GRASS LEAF MUST BE REMOVED BY THE INITIAL CUTTING OR SUBSEQUENT CUTTINGS. MAINTAIN A GRASS HEIGHT OF AT LEAST 3 INCHES UNLESS OTHERWISE SPECIFIED. B-4-6 STANDARDS AND SPECIFICATIONS FOR SOIL STABILIZATION MATTING DEFINITION MATERIAL USED TO TEMPORARILY OR PERMANENTLY STABILIZE CHANNELS OR STEEP SLOPES UNTIL GROUNDCOVER IS ESTABLISHED. PURPOSE TO PROTECT THE SOILS UNTIL VEGETATION IS ESTABLISHED. CONDITIONS WHERE PRACTICE APPLIES ON NEWLY SEEDED SURFACES TO PREVENT THE APPLIED SEED FROM WASHING OUT; IN CHANNELS AND ON STEEP SLOPES WHERE THE FLOW HAS EROSIVE VELOCITIES OR CONVEYS CLEAR WATER; ON TEMPORARY SWALES, EARTH DIKES, AND PERIMETER DIKE SWALES AS REQUIRED BY THE RESPECTIVE DESIGN STANDARD; AND, ON STREAM BANKS WHERE MOVING WATER IS LIKELY TO WASH OUT NEW VEGETATIVE PLANTINGS. B-4-7 STANDARDS AND SPECIFICATIONS FOR HEAVY USE AREA PROTECTION DEFINITION THE STABILIZATION OF AREAS FREQUENTLY AND INTENSIVELY USED BY SURFACING WITH SUITABLE MATERIALS (E.G., MULCH AND AGGREGATE). PURPOSE TO PROVIDE A STABLE, NON-ERODING SURFACE FOR AREAS FREQUENTLY USED AND TO IMPROVE THE WATER QUALITY FROM THE RUNOFF OF THESE AREAS. CONDITIONS WHERE PRACTICE APPLIES THIS PRACTICE APPLIES TO INTENSIVELY USED AREAS (E.G., EQUIPMENT AND MATERIAL STORAGE, STAGING AREAS, HEAVILY USED TRAVEL LANES). CRITERIA 1.A MINIMUM 4-INCH BASE COURSE OF CRUSHED STONE OR OTHER SUITABLE MATERIALS INCLUDING WOOD CHIPS OVER NONWOVEN GEOTEXTILE SHOULD BE PROVIDED AS SPECIFIED IN SECTION H-1 MATERIALS. 2.SELECT THE STABILIZING MATERIAL BASED ON THE INTENDED USE, DESIRED MAINTENANCE FREQUENCY, AND RUNOFF CONTROL. 3.THE TRANSPORT OF SEDIMENTS, NUTRIENTS, OILS, CHEMICALS, PARTICULATE MATTER ASSOCIATED WITH VEHICULAR TRAFFIC AND EQUIPMENT, AND MATERIAL STORAGE NEEDS TO BE CONSIDERED IN THE SELECTION OF MATERIAL. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY TO CONTROL SOME OF THESE POTENTIAL POLLUTANTS. 4.SURFACE EROSION CAN BE A PROBLEM ON LARGE HEAVY USE AREAS. IN THESE SITUATIONS, MEASURES TO REDUCE THE FLOW LENGTH OF RUNOFF OR EROSIVE VELOCITIES NEED TO BE CONSIDERED. MAINTENANCE THE HEAVY USE AREAS MUST BE MAINTAINED IN A CONDITION THAT MINIMIZES EROSION. THIS MAY REQUIRE ADDING SUITABLE MATERIAL, AS SPECIFIED ON THE APPROVED PLANS, TO MAINTAIN A CLEAN SURFACE. B-4-8 STANDARDS AND SPECIFICATIONS FOR STOCKPILE AREA DEFINITION A MOUND OR PILE OF SOIL PROTECTED BY APPROPRIATELY DESIGNED EROSION AND SEDIMENT CONTROL MEASURES PURPOSE TO PROVIDE A DESIGNATED LOCATION FOR THE TEMPORARY STORAGE OF SOIL THAT CONTROLS THE POTENTIAL FOR EROSION, SEDIMENTATION, AND CHANGES TO DRAINAGE PATTERNS. CONDITIONS WHERE PRACTICE APPLIES STOCKPILE AREAS ARE UTILIZED WHEN IT IS NECESSARY TO SALVAGE AND STORE SOIL FOR LATER USE CRITERIA A.THE STOCKPILE LOCATION AND ALL RELATED SEDIMENT CONTROL PRACTICES MUST BE CLEARLY INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. B.THE FOOTPRINT OF THE STOCKPILE MUST BE SIDED TO ACCOMMODATE THE ANTICIPATED VOLUME OF MATERIAL AND BASED ON A SIDE SLOPE RATION NO STEEPER THAT 2:1. BENCHING MUST BE PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING. C.RUNOFF FROM THE STOCKPILE AREA MUST DRAIN TO A SUITABLE SEDIMENT CONTROL PRACTICE. D.ACCESS THE STOCKPILE AREA FROM THE UPGRADE SIDE. E.CLEAR WATER RUNOFF INTO THE STOCKPILE AREA MUST BE MINIMIZED BY USE OF A DIVERSION DEVICE SUCH AS AN EARTH DIKE, TEMPORARY SWALE OR DIVERSION FENCE. PROVISIONS MUST BE MADE FOR DISCHARGING CONCENTRATED FLOW IN A NON-EROSIVE MANNER. F.WHERE RUNOFF CONCENTRATES ALONG THE TOE OF THE STOCKPILE FILL, AN APPROPRIATE EROSION/SEDIMENT CONTROL PRACTICE MUST BE USED TO INTERCEPT THE DISCHARGE. G.STOCKPILES MUST BE STABILIZED IN ACCORDANCE WITH THE 3/7 DAY REQUIREMENT AS WELL AS STANDARD B-4-1 INCREMENTAL STABILIZATION AND STANDARD B-4-4 TEMPORARY STABILIZATION H.IF THE STOCKPILE IS LOCATED ON AN IMPERVIOUS SURFACE, A LINER SHOULD BE PROVIDED BELOW THE STOCKPILE TO FACILITATE CLEANUP. STOCKPILES CONTAINING MATERIAL MUST BE COVERED WITH IMPERMEABLE SHEETING. MAINTENANCE THE STOCKPILE AREA MUST CONTINUOUSLY MEET THE REQUIREMENTS FOR ADEQUATE VEGETATIVE ESTABLISHMENT IN ACCORDANCE WITH SECTION B-4 VEGETATIVE STABILIZATION. SIDE SLOPES MUST BE MAINTAINED AT NO STEEPER THAN A 2:1 RATIO. THE STOCKPILE AREA MUST BE KEPT FREE OF EROSION. IF THE VERTICAL HEIGHT OF A STOCKPILE EXCEEDS 20 FEET FOR 2:1 SLOPES, 30 FEET FOR 3:1 SLOPES, OR 40 FEET FOR 4:1 SLOPES, BENCHING MUST BE PROVIDED IN ACCORDANCE WITH SECTION B-3 LAND GRADING TEMPORARY SEEDING SUMMARY HARDINESS ZONE (from Figure B.3): ZONE 6B SEED MIXTURE (from Table B.1)FERTILIZER RATE (10-20-20)LIME RATE NO.SPECIES APPLICATION RATE (LB/AC)SEEDING DATES SEEDING DEPTHS COOL SEASON GRASSES 1 ANNUAL RYEGRASS 40 3/1 - 5/15 8/1 - 10/15 0.5" 436 LB/AC (10 LB/1000 SF) 2 TONS/AC (90 LB/1000 SF) 2 BARLEY 96 3/1 - 5/15 8/1 - 10/15 1.0" 3 OATS 72 3/1 - 5/15 8/1 - 10/15 1.0" 4 WHEAT 120 3/1 - 5/15 8/1 - 10/15 1.0" WARM SEASON GRASSES 7 PEARL MILLET 20 5/16 - 7/31 0.5" NOTES: 1. SEEDING RATES FOR THE WARM-SEASON GRASSES ARE IN POUNDS OF PURE LIVE SEED (PLS). ACTUAL PLANTING RATES SHALL BE ADJUSTED TO REFLECT PERCENT SEED GERMINATION AND PURITY, AS TESTED. ADJUSTMENTS ARE USUALLY NOT NEEDED FOR THE COOL-SEASON GRASSES. SEEDING RATES LISTED ABOVE ARE FOR TEMPORARY SEEDINGS, WHEN PLANTED ALONE. WHEN PLANTED AS A NURSE CROP WITH PERMANENT SEED MIXES, USE 1/3 OF THE SEEDING RATE LISTED ABOVE FOR BARLEY, OATS, AND WHEAT. FOR SMALLER-SEEDED GRASSES (ANNUAL RYEGRASS, PEARL MILLET, FOXTAIL MILLET), DO NOT EXCEED MORE THAN 5% (BY WEIGHT) OF THE OVERALL PERMANENT SEEDING MIX. CEREAL RYE GENERALLY SHOULD NOT BE USED AS A NURSE CROP, UNLESS PLANTING WILL OCCUR IN VERY LATE FALL BEYOND THE SEEDING DATES FOR OTHER TEMPORARY SEEDINGS. CEREAL RYE HAS ALLELOPATHIC PROPERTIES THAT INHIBIT THE GERMINATION AND GROWTH OF OTHER PLANTS. IF IT MUST BE USED AS A NURSE CROP, SEED AT 1/3 OF THE RATE LISTED ABOVE. OATS ARE THE RECOMMENDED NURSE CROP FOR WARM-SEASON GRASSES. 2. FOR SANDY SOILS, PLANT SEEDS AT TWICE THE DEPTH LISTED ABOVE. 3. THE PLANTING DATES LISTED ARE AVERAGES FOR EACH ZONE AND MAY REQUIRE ADJUSTMENT TO REFLECT LOCAL CONDITIONS, ESPECIALLY NEAR THE BOUNDARIES OF THE ZONE. PERMANENT SEEDING SUMMARY HARDINESS ZONE (from Figure B.3): ZONE 6B SEED MIXTURE (from Table B.1)FERTILIZER RATE (10-20-20) LIME RATE NO SPECIES APPLICATION RATE (LB/AC) SEEDING DATES SEEDING DEPTHS N P2O5 K2O 7 CREEPING RED FESCUE KENTUCKY BLUEGRASS 60 15 3/1 - 5/15 8/1 - 10/15 1 4" - 1 2" 45 POUNDS PER ACRE (1.0 LB/1000 SF) 90 LB/AC (2 LB/1000 SF) 90 LB/AC (2 LB/1000 SF) 2 TONS/AC (90 LB/1000 SF) 12 CREEPING RED FESCUE HARD FESCUE SHEEP FESCUE 25 25 25 3/1 - 5/15 8/1 - 10/15 14" - 12" 1 SWITCH GRASS CREEPING RED FESCUE PARTRIDGE PEA 10 15 4 3/1 - 5/15* 5/16 - 6/15** 14" - 12" NOTES: 1. THE PLANTING DATES LISTED ARE AVERAGES FOR EACH ZONE. THESE DATES MAY REQUIRE ADJUSTMENT TO REFLECT LOCAL CONDITIONS, ESPECIALLY NEAR THE BOUNDARIES OF THE ZONES. WHEN SEEDING TOWARD THE END OF THE LISTED PLANTING DATES, OR WHEN CONDITIONS ARE EXPECTED TO BE LESS THAN OPTIMAL, SELECT AN APPROPRIATE NURSE CROP FROM TABLE B.1. TEMPORARY SEEDING FOR SITE STABILIZATION AND PLANT TOGETHER WITH THE PERMANENT SEEDING MIX. 2. WHEN PLANTED DURING THE GROWING SEASON, MOST OF THESE MATERIALS MUST BE PURCHASED AND KEPT IN A DORMANT CONDITION UNTIL PLANTING. BARE-ROOT GRASSES ARE THE EXCEPTION—THEY MAY BE SUPPLIED AS GROWING (NON-DORMANT) PLANTS. *WARM-SEASON GRASSES NEED A SOIL TEMPERATURE OF AT LEAST 50 DEGREES F IN ORDER TO GERMINATE. IF SOIL TEMPERATURES ARE COLDER THAN 50 DEGREES, OR MOISTURE IS NOT ADEQUATE, THE SEEDS WILL REMAIN DORMANT UNTIL CONDITIONS ARE FAVORABLE. IN GENERAL, PLANTING DURING THE LATTER PORTION OF THIS PERIOD ALLOWS MORE TIME FOR WEED EMERGENCE AND WEED CONTROL PRIOR TO PLANTING. WHEN SELECTING A PLANTING DATE, CONSIDER THE NEED FOR WEED CONTROL VS. THE LIKELIHOOD OF HAVING SUFFICIENT MOISTURE FOR LATER PLANTINGS, ESPECIALLY ON DROUGHTY SITES. **ADDITIONAL PLANTING DATES DURING WHICH SUPPLEMENTAL WATERING MAY BE NEEDED TO ENSURE PLANT ESTABLISHMENT. ***OTHER MEADOW SEED MIXES MAY BE USED (REFER TO LANDSCAPE PLAN). X LEGEND CRZCRZCRZST1 PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR BUILDING RESTRICTION LINE EXISTING TREE LINE SOIL BOUNDARY EXISTING EASEMENT EXISTING FENCE LINE EXISTING OVERHEAD ELECTRIC PRIME FARMLAND EXISTING BUILDING EXISTING TREE LINE BEDROCK OUTCROP AREAS ERODIBLE SOILS (K>0.35 ON SLOPES>15%) EXISTING SPECIMEN TREE WITH CRITICAL ROOT ZONE CRZ CRZ CRITICAL ROOT ZONE STEEP SLOPES (>25%) LOD LIMITS OF DISTURBANCE FARMLAND OF STATEWIDE IMPORTANCE SsA SOIL MAP UNIT SYMBOL MDE WATERSHED DIVIDE TEMPORARY STAGING AND STOCKPILE AREA PROPOSED GRAVEL ACCESS DRIVE PROPOSED LANDSCAPE BUFFER PROPOSED SOLAR PANEL PROPOSED FENCELINEX XXX XXX PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR FENCE POST FENCE POSTFENCE POST FENCE POST XXXXXXX X X X X X X X X X X X X EEEEEE X X X X XXXXXXXX X XXX XXXX X X X X X XXXXXXXXXXXXXXXXX CRZ CRZCRZCRZCR Z CRZCRZCR Z CRZCRZCR Z CRZCRZCR Z CRZCRZCRZCRZCRZCRZC R Z CR Z CRZCRZCR Z CRZCRZCRZ CRZCRZCRZCRZCRZCRZCRZCR Z CRZCRZCRZ CRZCRZST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 DsB (B) HbB (B) DsA (B) HbB (B) DsB (B) DsA (B) DsB (B) HbB (B) DsB (B) DsB (B) HcC (B) HcC (B) HcC (B) HcC (B) HbB (B) HbB (B) HaB (B) HcC (B) HbC (B) HbC (B) HbC (B) HcC (B) SsA (D) SsA (D) DuB (B) DsB (B) DsB (B) DuB (B) DuB (B) SpA (D) HaB (B) SpA (D) SsA (D) DsB (B) DsB (B) SpA (D) DsB (B) SsA (D) HaA (B)CONOCOCHEAGUE CREEKWATERSHEDUPPER POTOMACWATERSHEDKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKBKB120'120'TEMPORARY STOCKPILE AREA (IF REQUIRED, CONTRACTOR TO FIELD LOCATE) MAX HEIGHT: 30-FT SIDE SLOPES: 3:1 XXXXXXXXXXXXXXXXXXXXXXXXXX X X XX XXXXXX X LANDS OF MICHAEL B. FORSYTHE & CHRISTINE A FORSYTHE 10224 DOWNSVILLE PIKE DEED DJW 1901/542 TAX MAP 56 PARCEL 138 TAX ACCOUNT #02-002167 LANDS OF THOMAS T. MERCURO 9834 DOWNSVILLE PIKE DEED DJW 5047/177 TAX MAP 56 PARCEL 141 TAX ACCOUNT #02-000504 LANDS OF BRITNER FAMILY FARMS LLC 16827 EDWARD DOUB ROAD DEED DJW 4127/60 TAX MAP 56 PARCEL 133 TAX ACCOUNT #02-001594 LANDS OF MICHAEL D. VATERS SR. 17137 BLACK STALLION LANE DEED DJW 5113/423 PLAT #9513 TAX MAP 56 PARCEL 140 TAX ACCOUNT #02-003961 LANDS OF TRAVIS HOLDING INC. 17165 BLACK STALLION LANE DEED DJW 5526/110 PLAT #4528 TAX MAP 56 PARCEL 680 TAX ACCOUNT #02-002590N 34°09'30" E 1434.93'N 43°35'39" W 1295.25' S 49°51'38" E 306.31' S 52°41'03" E 266.54'S 34°56'15" W 274.48'N 52°01'33" W 268.95'N 49°51'38" W 294.66'73.04'S 37°18'57" WN 53°35'39" W 1610.64' S 49°10'37" E 2882.16'S 33°53'26" W 679.00'S 33°53'26" W50.30'EXCEPTION #8 POLE LINE AGREEMENT DEED GMS 342/233 EXCEPTION # 12 INGRESS & EGRESS EASEMENT AREA PLAT #4528 EXCEPTION # 6 EASEMENT AREA SRC #13398 EXCEPTION # 6 15' WIDE EASEMENT SRC #13398 EXCEPTION #7 POLE LINE AGREEMENT DEED GMS 302/156 EXCEPTION # 11 & 13 50' RIGHT OF WAY RESERVED FOR FUTURE STREET DEED DJW 1200/478 & DJW 1201/708 AND PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 EXCEPTION # 10 - APPROXIMATE LOCATION UNDERGROUND SERVICE DEED DJW 991/70 SEPTIC RESERVE EASEMENT AREA PLAT #9513 EXCEPTION # 13 - INGRESS & EGRESS EASEMENT TO EXISTING HOUSE PLAT #9513 SEPTIC RESERVE EASEMENT AREA PLAT #4528 EXCEPTION #7 POLE LINE AGREEMENT DEED GMS 302/156 EXCEPTION # 6 EASEMENT AREA SRC #13397 EXCEPTION # 6 10' WIDE EASEMENT SRC #13397 MARYLAND ROUTE 632 - DOWNSVILLE PIKE150 FOOT WIDE R IGHT OF WAYSRC PLATS #13397 & #13398 BLACK STALLION LANE R =11492.16' A =363.78'CH =S 32°59'01" W 363.77'EXCEPTION # 9 - APPROXIMATE LOCATION UNDERGROUND SERVICE DEED VJB 711/1013 50' BRL 50' BRL 50' BRL50' BRL 50' BRL 50' BRL 50' BRL50' BRL50' BRL50' BRL 50' BRL50' BRL 50' BRLLANDS OF MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE DEED DJW 4705/406 4,121,395 SQ. FT. or 94.6142 ACRES TAX MAP 56 PARCEL 1085 TAX ACCOUNT #02-024004 LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LO D LODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD5 7 0 5 6 9 56 8 57 3 57 5 5505 5 155 2 5535 7 4 55455555 6 55 8 55755055155255555655755854854 955055 1 5 5 9 558556 55 7555 554 553 55 2 552 55 3 55 4 554 555 556 557 558 559 560 561562 563 544 542.5 555 554 553552 OH-MV OH-MV OH-MV MV MVMVMVMVMVMVMVMV LIMITS OF STUDY AREA AND LIMITS OF DISTURBANCE (TYP.) Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©VICINITY MAP SCALE: 1" = 2000' NORTH SUBJECT PROPERTY PROJECT SITE DOWNSVILLE PIKERENCH R O A D STERLING ROAD WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: SHANK N: 706,706.97 E: 1,099,374.51WASHINGTON CO. SURVEY CONTROL RECORD DESTINATION: DOUB 2 N: 706,756.76 E: 1,087,576.89 FOREST CONSERVATION PLAN SCALE: 1" = 150' PROPERTY OWNER INFORMATION MAP 56 PARCEL 1085 - MICHAEL D VATERS, SR. - 4705/406 - ZONED: A(R) - CURRENT USE: AGRICULTURE ADJOINING LANDOWNERS MAP 56 PARCEL 133 - BRITNER FAMILY FARM LLC - 4127/60 - ZONED: RS - CURRENT USE: AGRICULTURE MAP 56 PARCEL 138 - MICHAEL B & CHRISTINE A FORSYTHE - 1901/542 - ZONED: A(R) - CURRENT USE: AGRICULTURE MAP 56 PARCEL 140 - MICHAEL D VATERS SR - 5113/423 - ZONED: A(R) - CURRENT USE: RESIDENTIAL MAP 56 PARCEL 141 - THOMAS T MERCURO - 5047/177 - ZONED: A(R) - CURRENT USE: AGRICULTURE MAP 56 PARCEL 680 - TRAVIS HOLDING INC - 5526/110 - ZONED: A(R) - CURRENT USE: COMMERCIAL NOR T H PROPERTY OWNER MICHAEL D VATERS, SR. 17137 BLACK STALLION LANE HAGERSTOWN, MD 21740 CIVIL ENGINEER/ LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC ATTN: NICHOLAS J. LEFFNER, P.E. 1801 PORTER ST SUITE 401 BALTIMORE, MD 21230 TEL: (443) 743- 3470 APPLICANT/DEVELOPER: DOWNSVILLE SOLAR II LLC ATTN: JESSE CUTAIA THREE RADNOR CORPORATE CENTER, SUITE 300 100 MATSONFORD ROAD RADNOR, PA 19087 EMAIL: JESSE.CUTAIA@AES.COM SITE DATA 1.EXISTING ZONING:AR, AGRICULTURAL (RURAL) 2.PROPERTY AREA:± 94.61 AC. 3.LIMITS OF DISTURBANCE:± 25.94 AC. 4.PROPERTY INFORMATION: A.EXISTING PREMISES ADDRESS:17137 BLACK STALLION LANE, HAGERSTOWN, MD 21740 B.TAX ACCOUNT NUMBER: PARCEL 140:02-024004 C.DEED REFERENCE: PARCEL 140:4705 / 406 5.WASHINGTON COUNTY MAP REFERENCES: A.TAX MAP:0056 B.PARCELS:1085 C.GRID:0018 6.EXISTING LAND USE:AGRICULTURAL 7.PROPOSED LAND USE: SOLAR ENERGY GENERATING SYSTEM: COMMUNITY SCALE ENVIRONMENTAL INFORMATION 1.MDE WATERSHED: CONOCOCHEAGUE CREEK-021405 POTOMAC RIVER WA CNTY-021405 2.FEDERAL HUC8 WATERSHED: UPPER POTOMAC RIVER-02140501 3.ERODIBLE SOILS (K>0.35 ON SLOPES>15%): AS SHOWN 4.BEDROCK OUTCROPS: AS SHOWN 5.CRITICAL HABITAT AREA: N/A 6.STEEP SLOPES (>25%): AS SHOWN 7.PRIME SOILS: AS SHOWN 8.HYDRIC SOILS: N/A 9.STREAMS, OHWM, & BUFFERS: N/A 10.100 YR FLOODPLAIN: N/A 11.CRITICAL AREA BOUNDARY: N/A 12.WETLANDS: N/A 13.EXISTING LAND USE: AGRICULTURAL 14.PROPOSED LAND USE: SOLAR ENERGY GENERATING SYSTEM: AGRICULTURAL; COMMUNITY SCALE (SPECIAL EXCEPTION) 15.MARYLAND AND NATIONAL HISTORIC TRUST: N/A SITE TABULATION: PARCEL AREA ±94.61 AC. STUDY AREA ±25.94 AC. PROPOSED LIMITS OF DISTURBANCE ±25.94 AC. EXISTING AREA TO REMAIN IN AG ±64.50 AC. 100-YR FLOOD PLAIN AREA (FEMA MAP #24043C0284D)±0.00 AC. CRITICAL AREA ±0.00 AC. BEDROCK OUTCROP AREA ±5.10 AC. TOTAL FOREST AREA WITHIN STUDY AREA ±0.00 AC. WETLANDS ±0.00 AC. STREAMS ±0 LF STUDY AREA DESCRIPTION THE STUDY AREA, AS SHOWN, CONSISTS OF THE PROPOSED AREA OF GROUND DISTURBANCE WITHIN ONE PARCEL. THE STUDY AREA IS WITHIN THE ATLANTIC COASTAL PLAN PROVINCE. NO CRITICAL AREA IS LOCATED WITHIN THE STUDY AREA. A PLOT WAS TAKEN AT EACH CLUSTER WITHIN THE STUDY AREA AND NONE MET THE DENSITY AND SIZE REQUIREMENTS TO BE CONSIDERED A FOREST STAND. A FULL WETLAND DELINEATION WAS ALSO CONDUCTED USING ASUB-FOOT ACCURATE GNSS/GPS EQUIPMENT.DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCFORESTCONSERVATIONPLANFCP-1 SURVEY INFORMATION 1.EXISTING TOPOGRAPHIC INFORMATION BASED ON SURVEY PROVIDED BY KARINS AND ASSOCIATES, DATED 03/31/2021. 2.EXISTING ENVIRONMENTAL FEATURES BASED ON FIELD WORK COMPLETED BY KIMLEY-HORN ON DECEMBER 23, 2021 USING SUB-FOOT ACCURATE GNSS/GPS AND FORESTRY SUPPLIERS DBH FABRIC TAPE. 3.COORDINATES SHOWN HEREON REFER TO THE NAD83 (2011) HORIZONTAL DATUM. 4.ELEVATIONS SHOWN HEREON REFER TO THE NAVD88 VERTICAL DATUM. 5.SITE SURVEY HAS BEEN SUPPLEMENTED BY WASHINGTON COUNTY GIS. FOREST CONSERVATION GENERAL NOTE: THE FOREST CONSERVATION PLANTING REQUIREMENTS WILL BE MET VIA THE PURCHASE OF FOREST BANK CREDITS. Know what's below. Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 ©SOIL TYPES MAP UNIT SYMBOL SOIL NAME HYDROLOGIC SOIL GROUP K FACTOR HYDRIC?CLASSIFICATION % OF OVERALL PROPERTY AREA DsA DUFFIELD SILT LOAM, 0 TO 3 PERCENT B 0.37 NO PRIME 8.74% DsB DUFFIELD SILT LOAM, 3 TO 8 PERCENT B 0.37 NO PRIME 19.50% DuB DUFFIELD SILT LOAM, 3 TO 8 PERCENT, VERY ROCKY B 0.37 NO FARMLAND OF STATEWIDE IMPORTANCE 5.57% HaB HAGERSTOWN SILT LOAM, 3 TO 8 PERCENT B 0.37 NO PRIME 3.71% HbB HAGERSTOWN SILTY CLAY, 3 TO 8 PERCENT, VERY ROCKY B 0.32 NO FARMLAND OF STATEWIDE IMPORTANCE 14.67% HbC HAGERSTOWN SILTY CLAY, 8 TO 15 PERCENT, VERY ROCKY B 0.32 NO NOT PRIME 14.54% HcC HAGERSTOWN-ROCK OUTCROP COMPLEX, 8 TO 15 PERCENT B 0.32 NO NOT PRIME 18.28% SpA SWANPOND SILT LOAM, 0 TO 3 PERCENT D 0.43 NO PRIME 2.35% SsA SWANPOND-FUNKSTOWN SILT LOAMS, 0 TO 3 PERCENT D 0.43 NO PRIME IF IRRIGATED 12.64%DOWNSVILLE SOLAR IIPREPARED FORDOWNSVILLE SOLAR II LLCFORESTCONSERVATIONPLANFCP-2 NOTE: THE FOREST CONSERVATION PLANTING REQUIREMENTS WILL BE PROVIDED BY PURCHASE OF FOREST BANKING CREDITS IN THE AMOUNT OF 5.10 ACRES (51 CREDITS). Tom Clemens Vernell Doyle Edith Wallace Ann Aldrich Gregory Smith Michael Lushbaugh Jeffrey A. Cline, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COU NTY, MARYLAND WWW.WASHCO-MD.NET 100 West Washington Street, Suite 2600 | Hagerstown, MD 21740 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1 DATE: July 27, 2021 TO: Washington County Board of Zoning Appeals Attn: Kathyrn Rathvon, Zoning Coordinator FROM: Meghan Jenkins, Historic District Commission Staff SUBJECT: AP2021-020 Michael Vaters Sr. – Special Exception for Solar Energy Generating System Thank you for the opportunity to review and comment on the referenced zoning appeal. This property contains a farm complex listed on the Maryland Inventory of Historic Properties as WA-I-392, Dunham Farm. The structures are not within a typical review area for new construction approval by the Historic District Commission, however, the HDC can provide recommendations on special exceptions involving impacts to historic structures. Staff has reviewed the documentation provided with the appeal and determined that the placement of a pole mounted Solar Generating System to the rear of the farm complex minimizes the impact to the farm complex and viewshed from the road. This is consistent with documentation provided by the National Park Service with regards to Solar Panels on Historic Properties. The retention of existing trees that provide site screening is recommended to further reduce any impacts to the historic landscape. The Historic District Commission has no objections to this zoning appeal but asks that the above comments be taken under consideration. MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM NR ELigible: yes _ no operty Name:Dunham Farm dress: 17137 Black stallion Lane County:Washin Owner: Mr. Michael D. Vaters, Sr. Inventory Number: Zip Code: USGS Topographic Map: Tax parcelNumber: 1085 Tax MapNumber: Project:Downsville Solar Williams Ort, MD WA-I-392 Is the property being evaluated a district? _/es Tax Account ID Number: 02024004 Agency:Public Service Commission Site visit by MHT staff: X no +res Name: Is the property located within a historic district? _yes //f¢e property ;.a wj/Aj.# cr d;.s/rj.c/ District Inventory Number: NR-listed district yes Eligible district yes District Name: Preparer's Recommendation: Contributing resource |res _no Non-contributing but eligible in another context If the property is not within a district (or the property is a district) Preparer's Recommendation: Eligible yes X no droL:euriaentatLon=fe=eBrtyT=)=pDresentecd°LnnsLdeLa:]=:SwA=A-B-C-D_E_F_G_None Description of Property and Eligibility Determination : /I/se co#/i.##cz/i'o# s#ee/ i/#ecessary a#d a//¢cfo reap andp¢o/o/ Property Description and Setting The Dunhan Fan property currently encompasses approximately 96.8 acres in Washington County, Maryland. It is located on the west side of Downsville Pike, approximately 1.5 miles southwest of the Downsville Pike and Interstate 70 interchange and I.0 mile north of the intersection of Downsville Pike and Lappans Road. The property is a generally rectangular tract bounded by Downsville Pike to the east and agricultural fields or pastures with scattered wooded areas on the remaining sides. A large post-1970 residential development is present to the east/northeast on the opposite side of Downsville Pike. Two adjacent parcels have been subdivided from the original ca.100-acre tract along Downsville Pike. The Dunham Farm property is accessed from Downsville Pike by a partially paved/gravel lane (now named Black Stallion Lane) that generally runs northwest through the center of the property. Black Stallion Lane also provides access to the two subdivided lots. Overhead utility poles line the lane from Downsville Pike to the building complex. The boundary of the Dunham Farm property is defined as the current parcel boundary, comprising 96.8 acres on Washington County Tax Map 56, Parcel 1085. The two parcels along Downsville Pike partitioned in the mid-and late-twentieth century, Parcels 140 and 680, are not included. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 1 MIHPNo: WA-I-392 In 1977, the Dunham Farln was first inventoried on MIHP form WA-I-392 as part of a county-wide historical sites survey. I The property was named after the property owners at the time of the survey, Mr. and Mrs. George Dunham. The property then totaled 98.69 acres and included one of the parcels that had not yet been subdivided. The entire 98.69-acre property was included in the survey. The Dunham Farm currently consists of a central complex of buildings that includes a late-nineteenth to early-twentieth century frame dwelling, a summer kitchen or related outbuilding, a remnant foundation of a well house, a bank ban, a modem loafmg shed with two silos, and a shed and two garage buildings constructed in the 1970s or later. Located to the east of this complex, on the north side of Black Stallion Lane, is a ca.1980 mobile home. At the time of the 1977 survey, a nineteenth-century log house stood in this location. A photograph of this dwelling is provided in the previous MIHP form. In total, the complex currently consists of nine structures situated near the center of the property, the center of which sits approximately 0.2-mile west of Downsville Pike. The barns and associated livestock yards are located northwest of the dwelling. South of the main complex, not included in the two subdivided lots, is a single-family house constructed in the late 1980s or early I 990s and an outbuilding constructed even later. There are also numerous modem trailers, sheds, unoccupied mobile homes, and other non-permanent structures within and surrounding the main building complex. These structures are not discussed further. The Dunham Farin property is situated in a rural, agricultural setting. The property is generally flat, characterized by mostly open fields, roughly half of which are in active agricultural use. Groves of trees dot the fields to the east and south of the main complex. These groves of trees generally correspond to bedrock outcrops which are visible throughout the property. A large, wooded area is present along the central southern property boundary. Historically, as shown on a 1953 topographic map2, a stream or drainage flowed parallel to Downsville Pike from the northeast to the southwest, passing just east of the now- demolished nineteenth-century dwelling. This has been filled in, either intentionally or naturally, and no evidence of this water feature remains today. O:heent]£::;t#e[¥rpesfi:nTe(oY£;I;3a:2k)bp:Vfedsrbeifaet:£eosuctrj::i:ninsg°sfbt::p%°v[dd:se':I;ng:dej:,!o=;,a::::rt;.;:i::sf.ties::aTeedyaTodve,the earlier of the two dwellings has since been demolished and a mobile home stands in its place. The following building descriptions are keyed by letter to the attached site plan. Principal livelling (A) The principal dwelling on the Dunham Farm property is a two-and-a-half-story with basement, three-by-two-bay, frame vernacular-style house capped by a moderately-pitched, side-gabled roof with boxed eaves. The current modem composition shingled roof has replaced the sheet metal roof present at the time of the 1977 survey. There is an interior brick chimney along the central roof ridge at its north end. The main rectangular block of the house sits on an irregularly coursed stone foundation, which is partially exposed on the south elevation and parged on the north elevation. On the east elevation, the stone foundation continues beneath a full-width, one-story porch and is faced with concrete block. A one-story, shed-roofed addition or enclosed porch on the west elevation is set on poured concrete. Fenestration is mostly regular and symmetrical on all elevations. Mostwindows on the first and second stories are replacement one-over-one, double- or single-hung, metal sash windows. Several of the metal sash windows are painted or otherwise coated black. The gable-end, upper-story windows are original wood sash, fixed or casement windows. All windows are framed by modem black vinyl louvered shutters. The imitation brick composition siding noted during the 1977 survey has been replaced by vinyl siding on all elevations. The east elevation spans three bays with a slightly off-center central bay. Fenestration on the first story consists of a one-over- one metal sash window and two single-leaf doorways. The central doorway is a likely original half-glass wood door surrounded by full-length black vinyl shutters. This door is currently blocked by furniture and does not appear to be in use. On the northern end is the current entryway covered by a modem black aluminum storm door. Fenestration on the second story consist of three identical one-over-one metal sash windows. The first-floor porch is capped by a very low-pitched, almost flat, slightly hipped roof clad in the sane composition shingles as the main house. The porch roof has a wood slat ceiling. The red- painted, concrete slab porch is accessed on the north and south ends by two sets of concrete steps. The porch is supported by Our decorative metal supports and is bordered by a simple squared metal balustrade, all with a black finish. Central on the east I Paula Stoner Dickey, Dw#fe¢m Fczrm /W4-/-392/, Maryland Inventory of Historic Properties Form, November 1977. 2 U.S. Geological Survey, Wr[.//j.c}mspor/, M.D.-W. ycz. g"adra#g/e, Topographic Map, Washington, D.C.,1953. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 2 MIHPNo: WA-I-392 elevation, below the porch, is an opening to the cellar or basement. The path to the basement door is lined with a low stone wall. Where the stone meets the faeade below the porch is evidence of a prior repair with brick and mortar in place of the concrete block facing. The basement entrance is recessed beneath the porch, flush with the exterior wall above. The irregularly coursed stone foundation is visible beneath the porch. The basement door has a wood franc and is currently covered with plywood. The south gable-end elevation features symmetrical fenestration on the main block of the house. The first and second stories each have two bays of identical one-over-one metal sash windows. Two square, four-light, wood sash, fixed or casement windows are present on the upper story. A two-over-two, double-hung wood sash window is featured on the first-story western extension/enclosed porch. The wood sash is likely original; however, the window is surrounded by a wide metal replacement casing. On the east end, two concrete steps lead to the porch. All wood sash windows on this elevation are in poor condition. The west elevation spans three bays. Fenestration on the west elevation consists of three one-over-one metal sash windows on each story. The first story shed-roof addition or enclosed porch features three symmetrical windows with wide metal surrounds. Similar to the east elevation, the second story fenestration has a slightly off-center central bay, while the first floor windows are evenly spaced, suggesting that this is either a later addition or the enclosure of an original open porch, similar to that on the east elevation. First-story fenestration on the north gable-end elevation consists of a pair of one-over-one metal sash windows with a wood mullion, a one-over-one metal sash window, and a single-leaf doorway on the western extension or enclosed porch. The paneled wood door features three horizontal lights over three horizontal panels and is likely original. Two concrete steps lead to the doorway. On the east end, four concrete steps lead to the porch. Fenestration on the second and upper stories is identical to the west elevation. The upper story wood frame windows are in poor condition with one of the glass panes broken. OTheDunhamFarmdwellingexhibitscharacteristicsofatleasttwodifferentvemacularforms.It'sthree-bay,side-gableformis typical of the Three-Bay House form, while its double-entrance feature suggests influence from the Pennsylvania German Double-Door house form popular in Pennsylvania and surrounding states.3 However, the double-door style is typically characterized by four symmetrical bays and is also known as the "Four over Four" house. While the primary entrance to the house is currently on the east elevation, currently through one of the double entrances, the west elevation was originally the front of the house, according to the current owner.4 This is supported by the location of the basement entrance on the east side of the house. Also, as will be discussed below, an outbuilding likely used as a summer kitchen or wash house is located just off the east elevation, suggesting this would have been the rear of the house. According to the property owner at the time of the 1977 survey, the Dunhams, the house was rebuilt in the 1930s. The Dunhams acquired the property in 1952, no more than twenty years after the possible reconstmction. If the house was rebuilt, it was likely rebuilt in the same location based on the location of the frame outbuilding, which pre-dates the 1930s. A structure is depicted on Lcke's 1877 county atlas in the location of the current dwelling, suggesting it was constructed prior to that year.5 The reconstruction could also explain the apparent reversal of the front and rear of the house. The yard area is bounded on its east, south, and west sides by a chain-link fence. The yard is mostly grass-covered. A large tree is locatedjust south of the house and a large tree stump is present off the northeast comer of the house. A concrete sidewalk leads from a gravel driveway/parking area northwest of the house to the eastern porch steps. The yard is surrounded to the south and east by fields currently used as a horse pasture. Two outbuildings and a structural foundation are present within the fenced yard and are described below. Frame Outbuilding (8) A one-story, rectangular, frame building is located off the northeast comer of the main house. The front-gabled building is capped with a metal standing seam roof with exposed rafters and sits on an uncoursed stone foundation. A large, exterior brick 3 Pennsylvania Historical & Museum Commission (PHMC), Pennsylvania Agricultural History Project, ,4grz.c#/fwra/ FI'e/d G#i.cJe (2015). 4 Michael Vaters, Jr., personal communication, January 26, 2023. 5 Lake, Griffing & Stevenson, 4# #/#s/ro/ec/4//c!s o/WasAz.#g/o# Co"#ty, Mcrry/c!„d (Philadelphia: 1877). MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 3 MIHPNo: WA-I-392 and stone chimney is present on the rear (north) elevation. All elevations are clad in horizontal wood boards, some of which are missing or damaged. All building materials, with the exception of the roof cladding, appear to be original. The building is accessed through a single-leaf wood door on the front (south) elevation. The door is surrounded by a plain wood casing and features four panels and a white porcelain doorknob. The east and west elevations both feature single, double- hung wood sash windows with plain wood surrounds. The window on the east elevation is one-over-one and the west window is two-over-two. Both windows are in poor condition with all glass panes missing. The majority of the rear (north) elevation is covered by the chimney. The large uncoursed stone chimney base almost spans the full width and height of the rear of the building. The top of the chimney is brick laid in a running bond. A number of bricks in the top two rows are missing. This brick upper section of the chimney may be a replacement of the original stone but does not appear to be a modem repair. The interior of the building features a dirt floor, wood board walls and ceiling, and a large hearth with a brick surround and stone firebox. No stove- or kettle-related equipment remains in the firebox or elsewhere in the interior. A small, wood framed storage cabinet or pantry is present off the east side of the hearth. A small space is partitioned in the southeast comer of the building with a vertical wood board door. Based on its close proximity to the house and its large chimney, this outbuilding likely originally functioned as a summer kitchen, a wash house, or a combination of these. It is likely contemporary to the initial construction of the possibly rebuilt primary dwelling, described above. The outbuilding is not currently in use and is in poor condition. An almost identical frame outbuilding with a large exterior stone chimney was recorded on the Line Farm (Bamhardt Property) (WA-II-357) located just north of the Antietam National Battlefield.6 The building was identified as a summer kitchen during this survey. Water Well House Foundation (C) North of the main house, in the northwestern comer of the fenced yard, is a rectangular concrete slab foundation. This is the remnant of a water well house. Along the northern edge of the foundation is a rectangular concrete trough, used to keep perishables cool, such as bottles of milk. In the southeast comer of the foundation is an abandoned water well surrounded by a second concrete slab. The cast iron water pump has been pushed into the well opening. This windmill-type pump was manufactured by F. E. Myers & Brothers, a company founded in Ashland, Ohio in 1870. By 1910, they were the largest pump manufacturer in the United States.7 The well house is visible on a 1958 aerial and was likely constructed by the early twentieth century. This building is visible in a photograph included in the 1977 survey and may have had a shed roof. Shed (D) Between the well house and frame outbuilding is a rectangular shed with a low-pitch front-gabled roof clad in modem composition shingles. The exterior is clad in red-painted standing seam metal panels with a double-leaf plywood door on its south elevation. A spotlight is present above the door. This shed was constructed sometime after 1977 as it does not appear in the previous survey' s photographic documentation. Garage (E) A large, rectangular, one-story garage building is present just north of the well house foundation and shed. The rear of the garage forms the northern boundary of the dwelling's fenced yard area. The western half of the building is the original garage structure, which was expanded on its east side through the construction of two later additions. The original structure is a two- bay, front-gabled concrete block automobile garage with a standing seam metal roof and resting on a concrete foundation. The two garage door openings are on the north elevation, one of which features a modem rolling garage door while the other has been mostly covered with plywood and features a single-leaf, modem door. The upper gable end is clad in vinyl siding with a louvered vent. The west and south (rear) elevations both feature four-light, aluminum windows, some of which are broken and covered with thick plastic panels. The rear elevation also features a narrow, exterior concrete block chimney with the terra cotta flue liner visible at the top. The upper gable end is clad in plywood panels with a louvered vent.0 6 Paula Stoner and Rita Suffness, £!."e Farm /W+4-//-3J7/, Maryland Inventory of Historic Properties Form, June 1978/1996. 7 Ashland County Historical Society, "F.E. Myers had a long-term impact on Ashland," (February 24, 2019). MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORh4 Continuation Sheet No. 4 MIHPNo: WA-I-392 The eastern additions are clad in vinyl siding and feature low-pitched shed roofs. The north (front) elevation has a modem rolling garage door in the center addition and a single-leaf modem door one the east end addition. The east elevation features four garage bays, all with matching modem paneled rolling garage doors with a row of four windows. A single, double-hung metal window is present on the rear (south) elevation of the center addition. The main block of the garage was built between 1974 and 1980 with the two later additions occurring between 1982 and 1988 and between 2010 and 2011.8 This garage replaced a smaller, unidentified outbuilding that was present in that location by 1958. It is unclear which one of these buildings was present at the time of 1977 survey as all extant buildings other than the two dwellings and bank ban were simply referred to as "related outbuildings." Bank Barn and Livestock Yard (F) Northwest of the main house is a wood frame, multi-level bank ban, also referred to as a Pennsylvania Ban, capped with a standing seam metal, symmetrical side-gabled roof. Partially built into the side of an embankment, the upper level is accessed on the north elevation via an earthen ramp which was built up to create an artificial slope. A deteriorating stone retaining wall is present along the east side of the ranip. The lower level is served by a livestock yard adjacent to its south elevation. The bank barn sits on an uncoursed rough cut fieldstone foundation with clay lime mortar. All elevations are clad in vertical wood boards. On the bam's east elevation, a lower-level standing seam metal shed-roofed, drive-through wagon shed addition was constructed. The exterior of the addition is clad in both standing seam metal and corrugated metal panels. A one-story, flat- roofed mobile home trailer has been attached to the eastern end of this addition. The bank bam's north elevation features a pair of central wood board-and-batten crossbuck doors on a roller track that provide access to the upper level threshing floor and large enough to accommodate wagons or other farm machinery. One of the doors has an opening in its lower half, now covered with a piece of wood, that may have served as a farmworker door to provide access to the upper level of the ban without opening the large doors. To the east of the double doors is a large, rectangular opening at the bottom of the exterior wall, exposing space on the lower level used for storing hay bales. At the far eastern end of the north elevation, adjacent to the ramp retaining wall, is a one-story-tall narrow opening that may have provided access to stairs to the upper floor. Above this is a smaller rectangular opening with a small side-hinged hatch door in the upper portion, likely to provide ventilation to the threshing floor which was essential to preventing barn fires. The wood frame single drive- through shed addition is clad in standing seam metal siding on the north elevation. This siding was likely recently replaced as it shows little wear or damage. The attached mobile home structure is visible on the far end of the north elevation. The upper half of the stone foundation on the bam's west gable end is exposed and features two wood sash windows. The open end of the forebay overhang is present on the west elevation. The upper portion of the barn is supported by two square wooden posts at the southwest comer. Above the forebay is a rectangular opening, likely winnowing door which allowed hay or feed to be thrown down into the livestock yard. Winnowing doors also provided extra ventilation to the threshing floor. The east gable end of the barn is mostly covered by the shed addition. No fenestration or ventilation features are visible on the east elevation. The south elevation of the bank barn features the overhanging, half-closed forebay across the western two-thirds of the main ban structure. The forebay is partially closed on the west end by a half-height extension of the stone foundation. The faeade of the barn under the forebay is clad in horizontal wood boards. Beneath the overhang are three entrances with two-part Dutch wood batten doors providing access to the interior ground floor livestock stalls. These doors allowed light in while still containing the livestock.9 The doors are generally evenly spaced and include two single-leaf doors and one double-door. The upper halves of the double doors are missing. Between the doors are windows: one single-pane window with the glass partially out of its frame and a one-by-one window with a pane of glass on one side and a closed wooden shutter on the other. An opening for a central wirmowing door is present on the upper level above the forebay, allowing hay or other feed to be dropped to the livestock yard. Winnowing doors also provided extra ventilation to the threshing floor. The door itself is missing and the opening is covered with plywood on the interior of the barn. The eastern one-third of the south elevation is occupied by the ground-level crib-like storage area. This area is currently storing hay bales; however, this may have been an original wagon oshedrequipmentshedwithcribspacealongthebam'soriginaleastwall.WiththecuITentembankmentonthenorthsideofthe 8 Nationwide Environmental Title Research, LLC (NETR), Historic Aerials,1958-2018; Google Earth Pro, Aerial Imagery,1988-2020. 9 Lisa J. Mroszczyk, Bc}r#s a/A4j.d-A4ary/c!#d (Historic American Buildings Survey, 2007),15. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 5 MIHPNo: WA-I-392 ban, this is not a drive-through feature although it is partially open on the north side. The narrow crib space mirrors that on the north elevation but is clad in horizontal wood boards. An identical rectangular opening with a small side-hinged hatch door is present above this space. The wood frame drive-through shed addition is clad in corrugated metal siding on the south elevation. A partial fieldstone foundation is also visible supporting the shed addition. Between the shed addition opening and the main block of the barn is an enclosed wood stairway leading to the upper floor of the shed addition. Metal hinges along the side of the stairway entrance suggest an exterior door was present at one time. Bank barns with symmetrical gable ends where the roof ridge is centered over the entire structure including the forebay,like the Dunham Farm barn, were typically built in the second half of the nineteenth century, with examples dating to as early as 1810 and as late as 1930. In Washington County, bank bans with asymmetrical rooflines are most common.]° While the equipment shed addition is likely not original, it was constructed by 1958. I I The modem mobile home attachment was added after 1982. The Dunham Farln bank barn and attached drive-through addition are in poor to fair condition. Some of the vertical wood board siding is damaged or missing on the bank barn, mostly on the west and south elevations. The winnowing door on the south elevation is missing. The stone foundation also evidences deterioration, particularly at the northwest comer of the ban. Much of the clay lime mortar is also deteriorated. Root damage from nearby trees is also evident along the foundation. On the south elevation of the shed addition, some of the corrugated metal panels have msted and have portions missing, and the enclosed stairway is unstable and missing several of the bottom steps. The livestock yard off the south side of the bank barn is bordered by an uncoursed rough cut stone wall and modem metal rail fences and gates. The stone wall was constructed prior to 1958 and may be contemporary with the ban. It features an opening along its southern wall. The eastern side of the wall extends to a few feet from the ban while the western side of the wall stops less than half the distance to the ban. A review of historic aerial photographs reveals that a north-south oriented, rectangular building was present along the western side of the livestock yard and filled the current gap between the bank ban and the end of the stone wall. t2 This building appears to have demolished between 1974 and 1980, and no evidence remains today. The stone wall also evidences what appear to be evenly spaced concrete support column bases. Sometime between 1958 and 1974, the livestock yard was covered and remained covered at least until 1997. The cover had been removed by 2005. A portion of the yard area along and under the forebay has been partially covered by concrete while the remainder of the enclosed yard area is grass- and gravel-covered. Historic aerial photographs also reveal that several small buildings were present just east of the livestock yard and east of the bank barn but appear to have been demolished by 1980. Loaf ilng Shed with Silos (G) Just west of the bank barn and livestock yard is a wood frame loafing shed with a metal standing seam shed-style roof. The north, east, and west elevations are also covered in standing seam metal panels. The shed is open on its south elevation. The metal roof extends to the east and connects to two silos, creating additional covered open space below providing shelter for livestock and hay storage. An extended livestock area covered in concrete is present on the south side of the loafing shed and is bounded by metal rail fencing. The loafing shed was constructed between 1988 and 1997. The two silos pre-date the loafing shed. The southernmost is a concrete stave silo encircled with steel hoops constructed sometime between 1958 and 1974. The second silo is of metal construction and was constructed between 1974 and 1982. " Mechanic 's Garage/Workshop (H) Northeast of the main house and garage @uilding "E"), on the north side of the driveway, is a large, modem garage/workshop with a gable roof. The roof and all exterior elevations are clad in standing seam metal panels. On the east elevation are two t° Mroszczyk, 27-31. 11 NETR, Historic Aerials. 12 Ibid. 13 Ibid. MARYLAND HISTORICAL TRUST DETERMINATION oF ELIGIBILITy FORn4 Continuation Sheet No. 6 MIHPNo: WA-I-392 sliding ban-style doors, also made of standing seam metal. The south elevation also features a large, standing seam metal, sliding barn-style door and a single one-by-one sliding vinyl window. Two of the same type of windows are present on the north elevation. No fenestration is present on the west elevation. The garage/workshop was constructed between 1982 and 1988.14 Mobile Home / Site Of Earlier Dwelling (1) East of the main complex of buildings is a gravel driveway leading to a single-story mobile home erected between late 1977 and 1980. t5 The mobile home is ringed by the gravel driveway and a grove of trees. Two modem sheds are present just northwest of the mobile home. At the time of the 1977 survey, a late-nineteenth century log house was present in this exact location. It was in very poor condition and was unoccupied. The current gravel driveway also looped around the original dwelling. A description and photograph of this dwelling is provided in the 1977 survey form. A nearby privy was also noted and photographed to the south/southeast of the house. No above-ground evidence of the original dwelling, the privy, or any other outbuildings remain today. History and Context Property History A chain-of-title for the Dunham Farm property is presented on Continuation Sheet 15. The Dunham Farm property was part of the over 10,000-acre "Conococheague Manor," an original land patent in Washington County held by the colonial proprietor Charles Calvert, Lord Baltimore, from 1736 to 1767 when it was resurveyed and gifted to John Morton Jordan. [6 It is located in what was the northern portion of the original land patent. Soon after the tract was resurveyed, it came under the ownership of Thomas Ringgold. In 1776, Conococheague Manor was inherited by his son Brigadier General Samuel Ringgold, a veteran of the War of 1812 and local political figure. ]7 Samuel resided at his Fountain Rock plantation located southeast of the current Dunham Farm property. t8 General Ringgold sold approximately 6,000 acres of his land to his son, Samuel Ringgold, Jr., and Isaac Swearingen in 1824. `9 Less than two months later, Ringgold and Swearingen sold a 274-acre portion to Frisby Tilghman that included the current Dunham Farm property and the adjacent Linden Hall property to the north.20 The same tract of land was sold to William and Ann Schley in 1827.2t Richard Holliday purchased this tract in 1842 and it is known that he resided at Linden Hall.22 In 1859, Linden Hall is the only residence depicted on Holliday's property, suggesting the dwellings on the Dunham Farm property were not yet constructed.23 Over the next few decades, the property was subject to complicated litigation24 and it is unclear when Holliday's ownership ended. However, a review of census records indicates that the potential property owners named in the litigation were living elsewhere, usually within the limits of Hagerstown. By 1875, David Long had purchased over 500 acres of land which included the Dunham Farm property and adjacent Linden Hall.25 Long resided at Linden Hall and retained that portion when he sold the 100-acre tract of land encompassing the current Dunham Farm property to William Bower26 sometime in 1875 or 1876, whose a 14 NETR, Historic Aerials. 15 Ibid. `6 Paul MCDermott, "Land patents of Washington County, Maryland ( 1730-1830)," compiled from original research by Dr. Arthur G. Tracey (1953), WHILBR: Western Maryland's Historical Library.`7 Maryland State Archives, "Samuel Ringgold (1770-1829) Biography," Archives of Maryland: Biographical Series (MSA SC 3520-1914); Sandra Izer, "Elmwood Farm," author's manuscript, n.d., I.\8 Em.\}.\e A,ml, Slavery at Fountain Rock and the College Of st. James, Maryland: A Report (January 202\), \ . [9 Washington County Court, Land Records, Liber GG, Folio 906,1824. 20 Washington County Court, Land Records, Liber GG, Folio 936,1824. 2t Washington County Court, Land Records, Liber 11, Folio 327,1827. 22 Washington County, Maryland Historical Trust "Linden Hall, circa 1800-1820, Downsville Pike south of Hagerstown, MD" (1992). 23 Thomas Taggart, ,4 Map a/Wasrfe!.#g/o# C'oal#fy, Dj.a/rj.cf 2 (Philadelphia: 1859). 24 Washington County Court, Chancery Records,12/301,1867. 25 Washington County Court, Land Records, Liber GBO, No. 73, Folio 578,1875. 26 Bower is also recorded Bowers in some documents. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORh4 Continuation sheetNo. 7 MIHP No: WA-I-392 heirs partitioned the tract into three lots upon his death in 1876.27 An additional four lots were partitioned at the same time but from a noncontiguous tract to the northeast. Part of Lot 4 (20 acres) went to Benjamin F. Bower and Lots 5 and 6 (40 acres each) were given to William H. and Sarah Bower and Samuel C. and Annie Bower, respectively. This transaction also states that William granted Samuel a right to the water of the well on Lot 5 and both William and Samuel granted Benjamin a right of way from the public road (now Downsville Pike) through Lots 5 and 6 to provide access to Lot 4. An 1877 map depicts two neighboring dwellings owned by the "Bower Brothers."28 Based on their locations, these are likely located on Lots 5 and 6. The eastern dwelling, on Lot 5, was likely constructed by William H. The western dwelling, on Lot 6, was likely constructed by Samuel C. These correspond to the locations of the now-demolished dwelling and the current dwelling, respectively, on the Dunham Farln property. No dwelling is depicted on the lot owned by Benjamin F. Bower. In 1880, Willian H., his wife, Sarah, and their three children lived on the property (their last name is recorded at Bowers).29 William worked as a famer. Samuel is not listed as a neighbor at this time.30 His wife, Annie, died in 1877 atjust 19 years of age. Samuel was living elsewhere in the area as a widower. William H. and his family were still living at the property in 1900, but it does not appear that Samuel is living in the immediate vicinity.3] In March 1907, historic Lot 5 was deeded twice in the same day from William H. and Sarah Bower to John and Ida Kendle before ultimately going to Samuel Bower, owner of historic Lot 6.32 Two years later, Samuel acquired the 20-acre part of Lot 4, totaling the same 100-acre tract originally partitioned into Lots 4, 5, and 6.33 Samuel retained ownership of the Dunham Farm property until 1912, when he sold to Elmer Leatherman.34 Elmer and his wife are recorded as living on a farm on Downsville Pike, presumably on the Dunham Farm property, with one farm hand.35 But Elmer is listed as being a renter at that time. It is unclear it this census was taken before or after Elmer sold the property to Charles E. Bowers on April 1,1920.36 Because the surname Bower has been recorded in records both with and without the `s', Charles Bowers could be a relative or descendant of the original Bower owners. In 1930, Charles was living at the property with his wife and .four children.37 Charles and his wife sold the property in 1938 to Vilotta MCKenna who listed her parents, Charles and Anna MCKenna, as tenants in entirety.38 In 1952, George Frederick and Genevieve Irene Dunhan purchased the property and resided there for the remainder of their lives.39 The Dunhans constructed and operated the Clearview Nursing Home, which opened in 1964, on the 2.37-acre parcel (Parcel 680) along Downsville Pike. George also raised grain and cattle on the Dunhan Farm until he retired in 2001.40 After George's death in 2006, Willa J. Vaters, a close family friend, was appointed the personal representative of his estate.4] In 2008, a second parcel 1.67 acres in size (Parcel 140) was subdivided from the Dunham Farm property as a residential lot.42 The Dunham Farm property remains in the Vaters family as of 2023.43 The main dwelling and the mobile home are currently occupied by renters. While the property no longer functions as an operating farm, several horses and donkeys are kept in the pasture area south of the main house. The mechanic's garage and surrounding land is used to support the current owner's monster truck/motorsports business. 27 Washington County Court, Land Records, Liber GBO, No. 74, Folio 424,1876, including Plat Map "The Real Estate of william Bower, deceased," February 12,1876.28 Lake, Griffiing & Stevenson, An Illustrated Atlas Of Washington County, Maryland (Phi\edelphia,.. \ 877). 29 United States Bureau of census (USBC), Tenth Census of the United States,1880. 30 Ibid. 3` USBC, Twelfth Census of the United States,1900. 32 Washington County Court, Land Records, Liber GBO, No.125, Folio 624-625,1907. 33 Washington County Court, Land Records, Liber HEB, No.130, Folio 680,1909. 34 Washington County Court, Land Records, Liber EO, No.138, Folio 472,1912. 35 USBC, Fourteenth Census of the United States,1920. 36 Washington County Court, Land Records, Liber EO, No.157, Folio 353,1920. 37 USBC, Fifteenth Census of the United States,1930. 38 Washington County Court, Land Records, Liber EO, No. 206, Folio 363,1938. 39 Washington County Court, Land Records, Liber JGW, No. 267, Folio 352,1952. 40 Maryland Obituary and Death Notice Archive, 2006. 4' Washington County, Register of wills Office, Estate No. 59,445. 42 Washington County Court, Land Records, Liber GDT, No. 458, Folio 108,1967; Washington County Circuit Court, Subdivision Plats, Plat 9513, 2008.43 Washington County Court, Land Records, Liber DJW, No. 4705, Folio 406, 2013; Liber KRT, No. 6560, Folio 390, 2021. MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM Continuation Sheet No. 8 MIHPNo: WA-I-392 The Downsville and Hagerstown Turnpike, now known as Downsville Pike, which forms the eastern boundary of the Dunharn Farm property, was originally called Manor Road. The construction of the turnpike began sometime before 1821.44 Agricultural Context Beginning in the mid-eighteenth century, European settlers, many of which were German, Scotch-Irish, and Swiss migrants from Pennsylvania, came to the mid-Maryland region (comprised of the current Frederick, Washington, and Carroll counties). The region was covered with dense forests and provided the much-needed materials for the construction of log and timber frame houses and barns. Limestone was also abundantly available for masonry construction and the mortar it required. With the influx of settlers came the growth of agriculture in the 1780s and 1790s and the area became an important wheat-growing region.45 Grain was sold in bulk, processed into flour and meal, or distilled into whiskey.46 The nineteenth century, known as the "Farmer's Age," witnessed increased production and agriculture continued to dominate the region's economy. It was during this period that more barns were constructed or remodeled than in any other period, and barns were often given priority over the fam's dwelling.47 In the mid-nineteenth century, farms in the region were characterized by fields and boundaries marked with wood or stone fences, orchards, small herds of cattle, hogs and sheep, and flocks of chickens and geese. Buildings associated with the various domestic and agricultural functions of the farm and the need to house livestock were critical to the success of the farmstead. In addition to the main farmhouse and large bank ban, a typical mid- to late-nineteenth century farmstead in Washington County might include a springhouse, smokehouse, wash house, and woodshed close to the house. An icehouse and root cellar, most often subterranean, could also be found nearby. The hog shed, poultry houses, wagon shed and com cribs (most often combined), and hay ban were located around the bank barn. Some farmsteads also included a blacksmith shop and butcher house.48 Specifics on various types of farm architecture is presented in the following section, specific to the structures found on Otfed::ri;:#eFnat=hp::::i;sTeefl:::;et#e°df£::r:£efi::£dc:rnadina.#::Ill?::t[oScTfcat:e£:°t:::d°enfi:aeTtsht:a£;dtF#:u:£ednfneteenth Surrounding regions.49 The grain-based agricultural economy of mill processing in the region began to decline in the late-nineteenth century due to the emergence of steam powered mills, the railroad, and competition from large, Midwestern grain-producing farms; however, the mid-Maryland region maintained its agricultural base by shifting focus to supplying local canneries with fruits and vegetables, specializing in truck farm commodities,livestock raising, and dairying.50 Invention of the refrigerated railcar in 1875 allowed fresh farm products to be shipped longer distances and, by 1880, fruit processing was the third largest industry in the state.5' Improvements to area roads and turnpikes and the expansion of the railroad through the region facilitated this shift. The Columbia Valley Railroad, which connected the Cumberland Valley in Pennsylvania to the Shenandoch Valley in Virginia, passed about one mile to the north of the Dunham Farm property by 1873. The Washington County Branch of the Baltimoreand Ohio Railroad passed about one mile east of the Dunham Fan property by 1867. By the early twentieth century, the old wheat belt in Washington, Frederick, and Carroll counties was still producing most of the state's wheat. In fact, wheat and com were still the most prevalent crops grown in the mid-Maryland region between 1910 and 1920.52 However, dairy production intensified with the dawn of the twentieth century and technological advances that promoted the dairy industry began to appear in the region, including the construction of silos which facilitated the year-round 44 Archives of Maryland, Vol. 636, "General Assembly 1817" (2003), 203. 45 Mroszczyk, 2. 46 The Crty o£ Frederick, Thematic Context History -Agriculture (n.d), 2. 47 Mroszczyk, 3-6. 48 The City of Frederick, 7lfeemczfj.c Co#/ex/ fJj.s/ory - 4gr!.c#//#re, 4. 49 Sally MCMurry, ,4grz.c"//"rcr/ Reso#rces a/Pe##sy/va#i.cz, c. / 700-/960, National Register of Historic Places Multiple Property Documentation Form (2012),I.50 Mroszczyk,I, 5. 5' Paula S. Reed, 7l.//erg o//fee Sol./.. ,4 fJi.s/ory o/,4grz.c#//#re !.# Wi.cJ-Mcvy/cz#d (Frederick, Maryland: Catoctin Center for Regional Studies, Frederick Community College, 2011), 70.52 Kit W. Wesler, Dennis J. Pogue, et al., 7lrfee "D07T4rcfeeo/og!.cc!/ Reso"rces S"rvey, yo/"me 4.. yes/er# Mczry/a#d. Prepared for The Maryland Department of Transportation and Maryland Board of Public Works, (The Maryland Historical Trust,1981 ), Table 26. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 9 MIHPNo: WA-I-392 feeding of livestock.53 By 1920, dairy farming far exceeded wheat production and the value of crops in Washington County declined during this time.54 Washington County farmers owned more milk cows that ever before, and the value of dairy products doubled between 1920 and 1930.55 The average farm size in Washington County declined over time. In 1860, themajority of farms in the region were between 260 and 499 acres in size. In 1910, the average farm size in the county was between 100 and 174 acres and decreased to 90 acres in 1925.56 Commercial dairy farming would dominate Washington County's agricultural economy throughout the twentieth century. The decline in wheat production and shift to dairying in the twentieth century altered the rural landscape as more fields were left in pasture or planted in clover or other hay products. Com was primarily grown for livestock feed. After the Great Depression,farmers adapted to the dairy-dominated industry by constructing specific dairy bans or by altering their existing farm buildings. Older bank bans were used for hay storage and livestock housing. As electricity became more commonplace in rural Maryland in the 1930s, this allowed dairy farms to switch to electrical refrigeration.57 By 1950, the majority of farms in Washington County that were classified by type in the census were recorded as dairy farms.58 Architectural Context German Protestants emigrating south from Pennsylvania had the greatest impact on Washington County's landscape and architecture. The architecture in both their homes and agricultural buildings reflects their Dutch, German, Swiss, Italian, Bohemian, and English heritage.59 The Dunham Farm property contains a mix of domestic and agricultural buildings and stmctures with construction dates spanning an over two hundred year period between the late-nineteenth (likely post-1875) and late-twentieth centuries. The primary dwelling, while altered, exhibits characteristics of at least two different vernacular forms including the Three-Bay House forin and the Pennsylvania German Double-Door form. The aptly named Three-Bay vernacular house is identified as a specific form by the Pennsylvania Historical & Museum Commission, and is characterized by a side- gable roof, three openings on each floor often with a central door, and a depth of one or two rooms.60 Houses in the Pennsylvania Gerlnan Double-Door form are typically of either brick or frame construction and are usually two rooms deep. They often have four bays with the two front doors placed side-by-side in the center of the house with a window flanking each door, and four windows on the second floor. The two front doors open into two separate rooms: one into the family sitting room and one into the more former parlor.6t While Pennsylvania German Double-Door houses were typically built in the mid- nineteenth century, their construction continued into the twentieth century.62 These houses also often featured a detached, one room summer kitchen just off the rear elevation, as seen with the Dunham Farm dwelling. There are many different types of typical outbuildings with specialized functions. A single outbuilding could have a combination of functions, for example, the frame building on the Dunham Farm property. This may have functioned as a summer kitchen and/or wash house. Based on its large exterior stone chimney, it may have also served as a bake oven, which are sometimes incorporated into summer kitchens. Summer kitchens and wash houses kept the heat produced from cooking and washing clothes away from the main house, particularly during the hot summer. They are both usually small, rectangular, gable-roofed buildings and most often of frame construction. The ten "summer kitchen" came into use in the region in the mid-nineteenth century and most existing examples date from ca.1850 to 1930. Summer kitchens usually feature more windows than the two that are present on the Dunham Farm outbuilding. Wash houses feature a hearth and chimney at the a 53 The City of Frederick, 7lrfee"c!fi.c Co#/exf fJz.s/ory ~ t4grz.cai//wre, 6. 54 Ibid' 8. 55 Wesler et al.1981, Tables 27 and 28. 56 Ibid, Table 25; U.S. Department of commerce, Bureau of the Census, I/#i.fecJ S/cz/es Cc#sz# o/Agr!.cal//"re.. /92j. A4c!ry/cz#d Sfcz/I`s/j.cs dy Co»#/;.es. (Washington, D.C.: United States Government Printing Office,1927).57 Reed, 74-76. 58 U.S. Department of commerce, Bureau of the Census, U#!./ed s/c!fes Ce#s#s a/,4grz.cw//wre.. /950 (Washington, D.C.: United States Government Printing Office, 1952).59 Washington County, Maryland, Historic District Commission, Des!.g# Gwj.de/I.Hes'/or fJ!.s/or!.c S/rwcjwres', WasA!."g/o# Cow#ty, A4crry/c}#cJ, (June 8, 2022),18.60 P"C, Agricultural Field Guide. 6\ P"C, Pennsylvania Architectural Field Guide (20\5). 62 The City of Frederick, 7lfeem¢/;.c Co#/ex/ fJi.s.Jory ~ 4rcrfei./ec./"re (n.d.),15. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORh¢ Continuation Sheet No.10 MIHPNo: WA-I-392 gable end where a large kettle would be placed. They were also sometimes used for other tasks, such as meat processing, hence they are very similar in design to a summer kitchen.63 No evidence of cookstoves or kettles remain on the interior the Dunham Farm outbuilding which could verify its function. Farmsteads in the late-nineteenth to early-twentieth century often had other specialized buildings reflecting the diversified, small-scale agricultural practices of the mid-Maryland region. These include domestic-centered buildings such as privies, smokehouses, butcher houses, ice houses, and root cellars, as well as more farming-focused structures including poultry houses, hog bans, com cribs, and granaries, to name just a few. Many farm complexes also included a tenant house owned or leased by farm workers.64 Central to the foodways Of nineteenth-century Washington County residents, particularly German immigrants, was the hog. Structures centered on this foodway became common throughout the nineteenth century, including hog-specific bans and smokehouses. Hog bans usually had an asymmetrical profile, with a gabled portion with the pens under a shed roof. The hog barn was usually situated between the house and ban, and women and children were often responsible for the feeding of the pigs.65 Both fresh pork and smoked pork products, like ham and bacon, were regularly consumed. Smokehouses were common elements of farmsteads between ca.1830-1885 and were usually located in close proximity to the dwelling. They were usually constructed of brick or stone and featuredjust a few small openings to retain the heat and smoke. Hooks and nails were used inside the smokehouse to hang the meat.66 Extant examples or evidence of a hog ban or smokehouse are not present on the Dunham Farln property; however, the 1958 aerial photograph depicts several small, now-demolished outbuildings located between the house and the bank barn or immediate vicinity. The function of these buildings is not known but could have represented outbuildings such as hog bans or smokehouses. The remnant foundation located just north of the dwelling, in the yard area, is evidence of a water well house. Well houses were very common outbuildings before electrification. The well itself would be situated near the well house door. Water troughs, like the one remaining atop the foundation, were located inside the structure where perishable items, such as jars of milk, were stored in the cool water. Bank barns, or Pennsylvania Bans, were constructed from the early nineteenth century through the first decades of the twentieth century. They are the most common type of ban within the mid-Maryland region due to its ability to accommodate a wide range of agricultural practices. The preferred orientation for the bank ban was with the ramp elevation facing north and the forebay wall facing south as this provided protection against harsh weather from the north and benefited from southern warmth.67 The Dunham Farm bank barn follows this orientation. Bank barns were common on grain farms because they were specifically designed for threshing and storing grain, as well as for sheltering livestock including horses, milk cows, beef cattle, and sometimes sheep or hogs. Threshing, or the process of separating the seeds from the husks, was carried out in the center bays of the second floor, aptly referred to as the threshing floor. The bottom floor of the bank barn was used for sheltering and feeding livestock.68 A character-defining feature of a bank barn is the overhanging forebay on the exterior of the lower level that provides the shelter. Bank barns are commonly constructed in log, stone, brick, or timber frame, and foundations are commonly made of mbble or fieldstone. A common modification seen throughout the mid-Maryland region is the addition of attached sheds to the main ban. These shed,s provided extra space for sheltering livestock (or loafing), storing hay or straw, maintaining and storing wagons, tractors, and other equipment, among other uses, without constructing an entirely new structure.69 This trend is represented in the equipment shed addition to the Dunham Farm bank ban. With the shift to dairying in the twentieth century, bank barns became increasingly obsolete and farmers either adapted these structures as best as they were able, or they constructed purpose-built dairy barns and milk houses.70 The lack of any of these 63 P"C, Agricultural Field Guide. 64 Ibid. 65 Ibid. 66 MCMuny, lo78. 67 Mroszczyk, 3,12-13. 68 ibid,13-15. 69 Mroszczyk, 9. 70 PH:M:C, Agricultural Field Guide. MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM Continuation Sheet No. 1 1 MIHPNo: WA-I-392 additional purpose-built structures on the Dunham Farm property suggests that it did not function as a dairy farm, at least in the twentieth century. This is reinforced by the fact that Mr. Dunham was known to have raised grain and beef cattle during his occupation of the farm from 1952 to his retirement in 2001, as revealed in the property-specific history above. The Dunham Farm does have an example of a loafing shed, or loafing ban, to the west of the bank ban and adjacent to the two silos. A loafing ban is another purpose-built structure resulting from the shift to dairying. It is often an addition to the main ban and was used for sheltering cows between milking. It is a large open building with hay and feed racks which provided a savings in labor and better health of the herd.71 Because animals fed themselves in the loafing ban, they saved labor costs in regard to feeding and stable cleaning. These structures also saved on construction costs because they usually lacked full walls or full concrete floors. Loafing bans gained popularity in the post-World War 11 period.72 While the loafing barn's popularity is tied to the shift to dairying, they are used for feeding and sheltering any type of livestock. The Dunham Farm loafing shed was not constructed until after 1988. An earlier ban or associated structure was present in this location by 1958, but it is not known if it was a loafing shed. That structure was demolished by 1980. Silos were first constructed in the United States in the 1870s when the need increased for feeding large dairy herds year-round and are representative of the changing trend in agriculture towards dairying. But the use of silos, and silage feed, not only resulted in significant productivity increase for dairy cows, but also allowed other types of farms to raise more livestock such as beef cattle.73 Silos served as airtight storage for com and other types of feed, preventing fermentation, and were usually placed on the gable ends or ramp side of the ban. Early silos were constructed of wood, stone, or brick.74 Concrete stave silos became popular after 1910.75 The two silos on Dunham Farm are very late examples, having been constructed sometime between 1958 and 1982. Eligibility Determ ination Integrity The Dunham Farm complex, at least its remaining buildings and features, has not been moved from its original location and retains integrity of /oca/I.o". The farm also generally retains integrity of se#i.#g with the surrounding rural land, much of which is still in agricultural use. However, the construction of multiple late twentieth century buildings within the farm's central complex diminishes the integrity of the farm's immediate setting. As a whole, the complex retains a low level of integrity of des;.gH in that the few remaining historic structures and features (principal dwelling, summer kitchen, and bank barn and its associated livestock yard) retain their siting, orientation, and general form. While the principal dwelling was likely rebuilt in the 1930s, reversing its orientation, this change occurred during the period of significance. However, the demolition of the other nineteenth-century dwelling and an unknown number of auxiliary domestic or agricultural buildings, as well as the construction of multiple buildings and/or additions in the late- twentieth century, has changed the overall layout of the farm. In regard to landscape elements, integrity of design is demonstrated through the presence of the main access drive, Black Stallion Lane, which retains its historic location and orientation as confirmed by historic aerials and the 1876 plat map.76 The stone wall surrounding the livestock yard maintains the general design of that space; however, the void caused by the demolition of the previous ban on the wall's west side impacts its overall design and function. It is not known if landscape features such as field divisions, tree lines, and fencing retain integrity of design as their historic locations and characteristics are unknown. However, a comparison of the 1958 aerial photograph with a current view reveals that the field boundaries have not changed significantly in at least the last sixty years. Astream or drainage that once crossed to the east of the farm complex and may have been a source of water for livestock no 71 Mroszczyk, 9. 72 P"C, Agricultural Field Guide. 73 MCMuny,1ogl. 74 Mroszczyk, 56-57; Peggy Lee Beedle, "Silos: and Agricultural Success Story," in G!.vj.#g O/d BczrHs Ivew fj/e, prepared for the University of Wisconsin-Extension, State Historical Society of Wisconsin, and Wisconsin Trust for Historic Preservation (Madison, Wisconsin: State Historical Society of Wisconsin and the Board of Regents of the University of Wisconsin System, 2001 ), 2-3.75 MCMuny,15o5. 76 Washington County Court, Land Records, Liber GBO, No. 74, Folio 424, Plat Map "The Real Estate of William Bower, deceased," February 12,1876. MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 12 MIHPNo: WA-I-392 longer exists. In regard to total acreage, the Dunham Farm retains integrity of design as it is generally the same size, with the exception of the two small, subdivided parcels along Downsville Pike. The aspects of integrity of design discussed above also relate to/ee/;.#g and associ.a/I.o#. The boundaries of the property have mostly remained unchanged since the late nineteenth century, with the exception of the two small, subdivided parcels, but within these boundaries, the farm's integrity of feeling and association have been impacted. The overall sense of scale of the main farin complex has been affected by the construction of the large garage in the late 1970s and its later additions and the even larger mechanic's garage constructed in the early to mid-1980s. Integrity of association is also unclear as the historic locations and characteristics of features such as field divisions, tree lines, and fencing are not known. Most, if not all, of the Dunham Farm buildings and agricultural structures, particularly the principal dwelling, summer kitchen, and bank ban) have original materials that have been replaced, removed, or damaged; therefore, the property as a whole lacks integrity of m¢/eri.a/§. For example, most buildings have replacement roofing materials including modem composition roofing on the dwelling and likely the metal standing seam on the bank ban. Some or all windows in most of the buildings have been replaced or are in deteriorating condition. Some structures have missing elements such as several of the exterior wall boards of the frame summer kitchen. The original exterior cladding of the main dwelling is either covered by vinyl siding or may have been removed altogether. The imitation brick composition shingle siding noted in the 1977 survey either covered or replaced the original materials. Imitation brick shingles were used as early as the 1930s, becoming popular in the 1940s. As a result, much of the evidence of worfmausrfei.p and constmction methods of the late nineteenth to early twentieth century has also been removed or diminished. ENaluation O#|eHBi::eTtoFryTdepnrt:f]:g;£vser;C3ro:de:::i:::tf:::gn!i¥,:£°:e[£sS;£ann8ni::haeNnaiti::eae'nRthe:£nsietrw°efnT]:Stth°rcj:np:::eess..#£::::,7uatfon suggests the period of significance is from 1876, when the property was partitioned among the Bower (or Bowers) brothers and the two original dwellings were likely constructed, to the mid-twentieth century, as the property continued to operate as a farm through this time. Under Criterion A, the Dunham Farm was evaluated in relation to the diversified grain-and-livestock farming of the late nineteenth to early twentieth century in Washington County and the greater central Maryland region; however, the property does not retain sufficient integrity to clearly convey that association. While the farm generally continues to operate as a fan, at least the growing of crops, farming activities appear to be minimal. There is no evidence of current cattle or other livestock raising beyond horses. A primary use of the property is for the current owner's monster truck business, mainly for the maintenance and storage of equipment. Further, Dunham Farm is not an example of an intact collection of domestic and agricultural buildings representative of a specific time period. The only example of the many different building types that would have been common on late nineteenth to mid-twentieth century farms is the frame summer kitchen. No evidence of a smokehouse, hog ban, poultry house, or related buildings remain. The Dunham Farm complex does not illustrate the twentieth-century shift to dairying, and in general, does not clearly illustrate a broad pattern of agricultural development in Washington County. The Dunham Farm property is recommended as not eligible under Criterion A. The Dunham Farin property is recommended as not eligible under Criterion 8. The property is not associated with significant persons. Under Criterion C, the Dunham Farm complex is recommended as not eligible for listing in the National Register. The domestic and agricultural buildings do not individually or collectively meet the standards of integrity for design, materials, or workmanship. Alterations and loss of original materials, including the majority of the windows, have compromised the primary dwelling's integrity and its ability to convey its historic architectural characteristics. While the frame outbuilding (summer kitchen) may retain much of its original materials, it is in a deteriorated condition. The bank barn also appears to retain much of a:::enosE::ci#Fn:|T:!su::?:o;:r;e:::6s:t:isg:I:s:I;r:ap:;terif:rsaje::t::cc::vsd:I::s:n::c:e;s:i:;|S:¥|ie:rmtyo:ees:::r::ed::::h:ertehgoi::o'fngeneral, MARYLAND HISTORICAL TRUST DETERMINATloN oF ELIGIBILITy FORha Continuation Sheet No.13 MIHP No: WA-I-392 Archaeological remains associated with the development of the Dunhan Farm may be present, including at the location of the now-demolished nineteenth-century dwelling east of the main farm complex; however, this property was not evaluated under National Register Criterion D. Bibliography ALmt, Emilie. Slavery at Fountain Rock and the College Of st. James, Maryland: A Report. Jail:ua.ry 202\ . ANa,i\a,b\e online at https://emilieamt.com/wp-content/uploads/2021/02/St-James-slavery-report.pdf. Archives of Maryland. Volume 636. "General Assembly 1817." 2003. Available online at https://msa.maryland.gov/megafile/msa/speccol/sc2900/sc2908/000001/000636thtml/index.html. Ashland County Historical Society. "F.E. Myers had a long-term impact on Ashland." February 24, 2019. Available online at https://www.ashlandsource.com/life/f-e-myers-had-a-long-term-impact-on-ashland/article_83143cOc-366d-11e9-b567- 87902412acdc.html. Beedle, Peggy Lee. "Silos: and Agricultural Success Story." In Gi.vj.ng O/cJ B¢r#s Ivew fz/e. Prepared for the University of Wisconsin-Extension, State Historical Society of Wisconsin, and Wisconsin Trust for Historic Preservation. Madison, Wisconsin: State Historical Society of Wisconsin and the Board of Regents of the University of Wisconsin System, 2001. The City of Frederick, 7lfoemcr/j.c Co#/ex/ fJ;.s/ory -4gri.c#//wre, n.d. Available online at O.....I::msa;:;:oW„,C£°Hf:;od;r`:::A:,::::roe:unmden;:::,taebr]:;enT,/n4e9:t/H'St°ry-°f-Agrlculture?bldld=https://www.cityoffiederickmd.gov/Documentcenter/View/495/History-of-Architecture?bidld=. Dickey, Paula and Rita Suffuess. £j.#e Farm /W{4-/I-3j7/. Maryland Inventory of Historic Properties Form, June 1978/1996. Available online at https://mht.maryland.gov/secure/Medusa/PDF/Washington/WA-II-3 57.pdf. Google Earth Pro. Aerial Imagery,1988-2020. Izer, Sandra. "Elmwood Farm." Author's manuscript, n.d. In E/mwooc7 /W/4-/-/8/, Kathryn G. Dixon and Kirsten Peeler, R. Christopher Goodwin & Associates, Inc. Maryland Historical Trust NR-Eligibility Review Form, March 2005. Available online at https://mht.maryland.gov/secure/medusa/PDF/Washington/WA-I-0 r8.pdf. Lake, Griffing & Stevenson. 4# ///24s/rc7/ed,4//czs o/ Wasfoj.#gro# Co##ty, A4cny/cr#cJ. Philadelphia: 1877. Map. Johns Hopkins Sheridan Libraries. Available online at http://jhir. library.jhu.edu/handle/ 1774.2/32766. Maryland Obituary and Death Notice Archive. 2006. Available online at https://www.genlookups.com/md/webbbs_config.pl/no frames/read/544. Maryland State Archives. "Sanuel Ringgold (1770-1829) Biography." Archives of Maryland: Biographical Series (MSA SC 3 520-1914). Available online at https://msa.maryland.gov/megafile/msa/speccol/sc3500/sc3520/001900/001914thtml/1914bio.html. MCDermott, Paul. "Land patents of Washington County, Maryland (1730-1830)." Compiled from original research by Dr. Arthur G. Tracey (1953). WI]IBLR: Western Maryland's Historical Library. Available online at http://www.whilbr.org/WashcoLandpatents/index.aspx. aMCMurry, Sally. Agrj.c"//wrcr/ Reso#rces o/Pe##s)//v¢#z.cz, c.. / 700-/960, National Register of Historic Places Multiple Property Documentation Form, 2012. Available online at https://gis.penndot.gov/CRGISAttachments/Survey/2007-M001 - 042.pdf. MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM Continuation Sheet No. 14 MIHPNo: WA-I-392 Mroszczyk, Lisa J. Bczr#s o/A4j.d-M¢ry/cz#d /I+4BS IVo. A4D-/27j/, Historic American Buildings Survey, 2007. Available onlineathttp://lcweb2.Ioc.gov/master/pnpthabshaer/md/mdl700/mdl792/data/mdl792data.pdf. Nationwide Environmental Title Research, LLC (NETR). Historic Aerials, 1958-2018. Available online at https://www.historicaerials.com/viewer. Pennsylvania Historical & Museum Commission (PHMC), Pemsylvania Agricultural History Proj ect. Agri.c2j//"ro/ Fj.e/d G2".de. 2015. Available online at http://www.phmc. state.pa.us/portal/communities/agriculture/field-guide/index.html. -----. Pennsylvania Architectural Field Guide. 20\S . ANaila.ble online at http://www.phmc.state.pa.us/portal/communities/architecture/index.html. RLeed, Pa.ula S. Tillers Of the Soil.. A History Of Agriculture in Mid-Maryland. Frederick, Maryland.. Catoctin CerLteT for Regional Studies, Frederick Community College, 2011. Stoner Dickey, Paula. Dcf#foc7m Fc!rm /Wt4/-j92/. Maryland Inventory of Historic Properties Form. November 1977. Washington County Historical Sites Survey. Available online at https://mht.maryland.gov/secure/medusa/PDF/Washington/WA-I-392.pdf. Taggart, Thomas. ,4 A4crp o/ Wrcrsfej.#g/o# Coal#fy, Dj.s/rj.c/ 2. Philadelphia: 1859. Map. Library of congress. Maryland State Archives, Beneath the Underground: The Flight to Freedom and Communities in Antebellum Maryland. Available online at http://slavery.msa.maryland.govthtml/napped_images/wad2.html. U.S. Bureau of the Census. Various years. Available online at https://www.ancestry.com. OU.S.Deperrfueno£Conmelce,Bureanofthece"s.UnitedstatescensusofAgriculture1925.Marylandstatisticsby C'oci#/j.es. Washington, D.C.: United States Government Printing Office,1927. Available online at https://agcensus.library.comell.edu/census|)arts/1925-maryland/. -----. U#;./ed s/cr/es Ce#s"s o/Agrj.c#//"re.. /950. Washington, D.C.: United States Goverrment Printing Office,1952. Available online at https://www.census.gov/library/publications/ 1951 /dec/ac50-I.html. U.S. Geological Survey. Wj.//j.cJmspor/, A4.D.-W. Vcr. g#crcJrcr#g/e. Topographic Map. Washington, D.C.,1953. Available online at https ://ngmdb.usgs.gov/topoview/viewer/. Washington County Land Records, various years. Available online at https://mdlandrec.netl. Washington County Court, Chancery Records, 1867. Washington County, Maryland, Historic District Commission. Desj.g# G"j.de/j.#es/or I/j.sforj.c S/rztc/#res, Jycrs#j.#gro# Co"#fy, Mcny/¢#d. Adopted June 8, 2022. Available online at https://issuu.com/washcomd/docs/adopted_guidelinesjune_2022. Washington County, Maryland Historical Trust. "Linden Hall, circa 1800-1820, Downsville Pike south of Hagerstown, MD." 1992. Available online at https ://washingtoncountyhistoricaltrust.org/linden-hall-circa-1800-1820-downsville-pike- south-of-hagerstown-md/. Wes\er, Kit W ., Denhis I . Pogue, ct al. The MDOT Archeological Resources Survey, Volume 4: Western Maryland. PrepaLred for The Maryland Department of Transportation and Maryland Board of Public Works. The Maryland Historical Trust, 1981. 0 Prepared by Nancy L. Lipira, MA Stantec Consultin Services Inc.Date Prepared:1 March 2023 Continuation Sheet No. 15 MARYLAND HISTORICAL TRUST DETERMn`IATION OF ELIGIBILITy FORM MIHP No: WA-I-392 Property Name: Dunham Farm Chain of Title Date Grantor 3/I/2021 ' PeterAlexander, Successor Trustee 5/20/2013 Willa J. Vaters, Personal Representative of the Estate of George F. Dunham I/18/1952 Charles v. MCKenna 3/30/1938 Vilotta M. MCKenna 3/30/1938 Charles E. Bowers, and wife 4/I/1920 Elmer w. and Mary F. Leatherman 4/I/1912^ Samuel c. Bower 8/28/1909 Benjamin F. Bower 3/30/1907 ' JohnM. andldaG. Kendle 3/30/1907 William H. and sarah E. Bower 11/15/1882 William H. Bower 2/16/i§76 WilliamBower (heirs) 1875/1876 David and susan Long 9/16/1875 Z. S. Claggett 12/ls/1870 James wason (estate) 11/11/1867 Before Richard T. Holliday 1867 (or Hollyday) I/24/1842 William & Ann c. Schley 4/12/1827 Frisby Tilghman 5/21/1824 Samuel Ringgold, Jr. and Isaac L. Swearingen Grantee Liber/Folio* Notes Michael D. Vaters, KRT 6560/390 Sr. Willa J. Vaters, DJW 4705/406 Willa was appointed personal Representative of Trustee of the Last Will and Testament of George F. Dunham George F. and JGW 267/352 Genevieve I. Dunham Charles v. and N/A Anna 8. MCKenna Vilotta M. MCKenna EO 206/363 Charles E. Bowers E0157/353 Elmer w. E0138/472 Leatherman Samuel c. Bower HE8130/680 Samriel C. Bower John M. and Ida G. Kendle Sarah E. Bower Benjamin F. Bower (Part of Lot 4); William H. & Sarah E. Bower (Lot 5); Samuel C. & Annie M. Bower (Lot 6) ivilliam Bower David Long Z. S. Cla88ett GBO 125/625 GBO 125/624 GBO 83/232 GBO 74/424 Referenced in GBO 74/424 GBO 73/578 Recorded in GBO 73/578 Equity Case No. 2048 James Wason RichardT. Holliday YY 831 (or Hollyday) William & Ann c. 11327 Schley Frisby Tilghman GG 936 George's estate after his death on 8/14/2006 (Estate No. 59,445 filed among the Register of Wills Office in Washington County). By this time, both parcels 140 and 680 had been partitioned from the ca.loo-acre property. Parcel 680 was subdivided ih` 1967 for the operation of the nursing home. Charles and Anna MCKenna are retroactively listed as tenants in entirety, recorded on 1/16/1952. The liber and folio sections are left blank on deed record. Charles survived Anna. 1 00 acres 1 00 acres I oo acres Historic Lot 4 (part of), 2-0 acres. Samuel Bower now owned the entire 100-acre Dunham Farm property riistoric Lot 5, 40 acres, was de;dediwice in the same day from William Bower to Kendle, neighbor to the south of the property, and from Kendle to Samuel Bower. Historic Lot 5, 40 acres Deeded historic Lot 5, 40 acres, to his wife. Historic Lot 4 (part of), 20 acres; Lot 5, 40 acres; Lot 6, 40 acres. Total loo acres While the loo-acre property is mentioned in other deeds, the deed for this transaction could not be found. 571.5 acres Z. S. Claggett was appointed Trustee in the place of Robert Wason. Case of George W. Smith et al. vs. Robert Wason et al. Robert Wason was appointed Trustee. Unclear how property came into James Wason's possession. Wason died intestate ca. 1867. 271.25 acres 274.25 acres 274.25 acres -includes Dunharn Farm property and Linden Hall to the north. Continuation Sheet No.16 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Date Grantor 4/1/i82a General samuel Rin88Old 1776 Thomas Ringgold 1768 Grantee Liberffolio* Notes Samuel Ringgold, dG/906 6,000 acres ofconococheague Manor Jr, and Isaac L. Swearingen General Samuel ~ Rin_g8ol4Thomas Ringgold Inheritance Conococheague Manor Conococheague Manor *Liber/Folio from Washington County Land Records. Available online at https://mdlandrec.net/. Continuation Sheet No.17 MARyLAND msTORICAL TRusT DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm -,-,+`\ I MIHP # WA-I-392 -.qainfJ Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 WIlliamsport Quadrangle, 2019 USGS, 7.5-minute series 1 :24,000 0 0.25 0.5 0.75 1 Miles Continuation Sheet No. 18 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm MIHP # WA-I-392 •,1,,,/`) /+ .---I / _ ,-, ((-,/ `/_ t-r /, )JJ r-+---- --, 11 `\`-._ /I •. ``, +`.\ / I-\`_ r..-3`,i,i+L •\.I `.,. /I ``` /-- Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 Williamsport Quadrangle, 2019 USGS, 7.5-minute series 1:12,000 0 0.125 0.25 0.375 0.5 Miles Continuation Sheet No. 19 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITy FORn4 MIHP No: WA-I-392 Property Name: Dunham Farm in , i ai ..:;:: , ;s:m¥:G;`:,:°G#`'dM9 ;I_:;;i,%4:;Gd wthsiios -:::;:::;CG C, ~ well JJOMse foMyidat.ion tl ~ MGch4n.lc's G4r49e / worfehop I) -Shed I -W\OlyilG tlomG / Slto of €4rliGr pwGlliM9 stomG rctainino w4u To Powrsvillc fike J AOrsG 74stwre fiGid rf€a:;::s;'gycAS a `:a+?::"pf,:;;,crs I){`NOworn VIf«NdquAIRI«INNAVMN^ c„ltivated flchd tho"ot¢\f\O\^V°L^"d¢X`) c= ouHivated fiGhd Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 Site Plan of Building Complex 0 50 100 150 200 Feet Continuation Sheet No. 20 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORh¢ MIHP No: WA-I-392 Property Name: Dunham Farm MIHP # WA-I-392 in ff€utrf* *k€€r# `t.ti a;,I Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 ~`?* •it.itq¥hnd+`+ Taggart, A Map of Washington County, D.Istrict 2 1859 0 0,25 0.5 0.75 1 Miles Continuation Sheet No. 21 IVIARYLAND HISTORICAL TRUST DETERMINATloN OF ELIGIBILITy FORn4 MIHP No: WA-I-392 Property Name: Dunham Farm MIHP # WA-I-392 rf uar S#p, i. i' G ¥f -` ff erS® t~^fr ,,. I fed- f3J¢. 4 4 fl 9*; /#S£/f,f'!'_ Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 The Real Estate of Win. Bower, deceased February 12,1876 (Liber GBO, No. 74, Folio 724) 0 250 500 750 1,000 Feet Continuation Sheet No. 22 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORh4 MIHP No: WA-I-392 Property Name: Dunhan Farm „",,i.„-is#ljifeRE ffi,g-I:€S* H.ffill€r ENirherttttm ~flf rfrifi# .IvllHP # WA-I-392 `-" . a Siurfar gr*"rffff"ft-H:,u,'J| `? `*`-- Tl, lit(if l# J= #nu '\l-";;;arrtrltF#n.ffprfeertr:~~. J.S.:D.6. ~T , G~eR§rrfFfy!iflad; rT:idar`unj: Dunham Farm MIHP # WA-I-392 17137 BIack Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 Lake ct al ,... Atlas of Washington County... 1877 0 0.25 0.5 1 Miles Continuation Sheet No. 23 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm MIHp # wA-Ieg2 Dunham Farm MIHP # WA-I-392 17137 Black Stallion Lane Hagerstown, MD Washington County Tax Map 56 Parcel 1085 Williamsport, M.D.-W.Va Quadrangle,1953 USGS, 7.5-minute series 1 : 12,000 0 600 1,200 1,800 2,400Feet Continuation Sheet No. 24 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Digital Photo Log The following information applies to all photographs: MIHP # WA-I-392 Dunham Farm 17137 Black Stallion Lane Hagerstown, Maryland Washington County January 26, 2023 Stantec Consulting Services lnc. Photo File Name wA-Iro392 2023-01-26 Oi.tif wA-Iro392 2023-Oi-26 02.tif WA-I-0392 2023-01-26 03.tif WA-I-0392 2023-01-26 04.tif wA-Iro392 2o23-oi-26 o5.tif OWA-Iro392-202"i-26-06.tif wA-Iro392 2o23roi-26 o7.tif WA-I-0392 2023-01-26 08.tif WA-I-0392 2023-01-26 09.tif WA-I-0392 2023-01-26 10.tif WA-I-0392 2023-01-2611.tif WA-I-0392 2023-01-26 12.tif WA-I-0392 2023-01-26 13.tif WA-I-0392 2023-01-26 14.tif WA-I-0392 2023-01-26 15.tif WA-I-0392 2023-01-26 16.tif OWA-I-0392:2023-01-26:17tif WA-I-0392 2023-01-26 18.tif Description Principal dwelling, east elevation, facing west Principal dwelling, south and east elevations, facing north Principal dwelling, west elevation, facing east Principal dwelling, north elevation, facing south Frame outbuilding, south elevation, facing north Frame outbuilding, north and east elevations, facing southwest Shed, west and south elevations, and frame outbuilding, west elevation, facing east Well house foundation with trough, well, and well pump, facing north Garage with additions, north and west elevations, facing southeast Garage main block, west and south elevations, facing northeast Bank barn and shed addition, north elevation, facing south Bank ban, north and east elevations, shed addition, and ramp retaining wall, facing southwest Bank ban, north and west elevations, facing southeast Bank ban, south and east elevations, shed and mobile home additions, facing northwest Bank barn and shed addition, south elevation, with livestock yard and stone wall, facing north Bank barn shed addition, interior of south elevation, facing northeast Bank barn hay storage area, interior of south elevation, facing north Bank barn forebay, south elevation, facing northwest Continuation Sheet No. 25 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm WA-I-0392 2023-01-26 19.tif WA-I-0392 2023-01-26 20.tif WA-I-0392 2023-01-26 21.tif WA-I-0392 2023-01-26 22.tif WA-I-0392 2023-01-26 23.tif WA-I-0392 2023-01-26 24.tif Main livestock yard and stone wall in foreground, silos in background, facing west Loafing shed, north elevation, and metal silo, facing south Mechanic' s garage/workshop, east elevation, facing west Mobile home and site of earlier dwelling, facing northeast Fain complex and surrounding pasture from Black Stallion Lane, facing northwest Farm setting from yard of principal dwelling towards Downsville Pike, subdivided parcels in background on right, facing southeast Continuation Sheet No. 26 MARYLAND HISTORICAL TRUST DETERMII`IATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm ® Photo 1 of 24: Principal dwelling, east elevation, facing west, WA-I-0392_2023-01 -26_01.tif Continuation Sheet No. 27 MARYLAND HISTORICAL TRUST DETERMINATION 0F EI.IGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 2 of 24: Principal dwelling, south and east elevations, facing north, WA-I-0392_2023-0 l -26_02.tif Continuation Sheet No. 28 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 3 of 24: Principal dwelling, west elevation, facing east, WA-I-0392_2023-01 -26_03.tif Continuation Sheet No. 29 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 4 of 24: Principal dwelling, north elevation, facing south, WA-I-0392_2023-01 -26_04.tif Continuation Sheet No. 30 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 5 of 24: Frame outbuilding, south elevation, facing north, WA-I-0392_2023-0 I -26_05.tif Continuation Sheet No. 31 MARyLAND msTORICAL TRusT DETERMINATION OF ELIGIBILITy FORn¢ MIHP No: WA-I-392 Property Name: Dunham Farm ® Photo 6 of 24: Frame outbuilding, north and east elevations, facing southwest, WA-I-0392_2023-01 -26_06.tif Continuation Sheet No. 32 MARYLAND HISTORICAL TRUST DETERMII`IATION OF ELIGIBILITy FORn¢ MIHP No: WA-I-392 Property Name: Dunham Farm Photo 7 of 24: Shed, west and south elevations, and frame outbuilding, west elevation, facing east, WA-I-0392_2023-01- 26 07.tif Continuation Sheet No. 33 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 8 of 24: Well house foundation with trough, well, and well pump, facing north, WA-I-0392_2023-0 I -26_08.tif Continuation Sheet No. 34 IVIARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORh4 MIHP No: WA-I-392 Property Name: Dunham Farm Photo 9 of 24: Garage with additions, north and west elevations, facing southeast, WA-I-0392_2023-01 -26_09.tif ® Continuation Sheet No. 35 MARYLAND HISTORICAL TRUST DETERMn`IATION oF ELIGIBILITy FORh¢ MIHP No: WA-I-392 Property Name: Dunham Farm 0 Photo 10 of 24: Garage main block, west and south elevations, facing northeast, WA-I-0392_2023-0 I -26_10.tif Continuation Sheet No. 36 I\IARYLAND IIISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm a Photo 11 of24: Bank ban and shed addition, north elevation, facing south, WA-I-0392 2023-01-26 11.tif Continuation Sheet No. 37 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 12 of 24: Bank barn, north and east elevations, shed addition, and ramp retaining wall, facing southwest, WA-I- 0392 2023-01-26 12.tif ® Continuation Sheet No. 38 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm ® Photo 13 of 24: Bank barn, north and west elevations, facing southeast, WA-I-0392_2023-0 I -26_13.tif Continuation Sheet No. 39 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Irmam Farm Photo 14 of 24: Bank barn, south and east elevations, shed and mobile home additions, facing northwest, WA-I-0392_2023-01- 26 14.tif Continuation Sheet No. 40 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm ® Photo 15 of 24: Bank barn and shed addition, south elevation, with livestock yard and stone wall, facing north, WA-I- 0392 2023-01-26 15.tif MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM Continuation Sheet No. 41 MIHP No: WA-I-392 Property Name :Dunham Farm Photo 16 of 24: Bank ban shed addition, interior of south elevation, facing northeast, WA-I-0392 2023-01-26 16.tif Continuation Sheet No. 42 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM NIHP No: WA-I-392 Property Name: Dunham Farm Photo 17 of 24: Bank ban hay storage area, interior of south elevation, facing north, WA-I-0392_2023-01 -26_17.tif Continuation Sheet No. 43 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm © Photo 18 of 24: Bank ban forebay, south elevation, facing northwest, WA-I-0392_2023-01 -26_18.tif Continuation Sheet No. 44 MARYLAND IIISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm 0 Photo 19 of 24: Main livestock yard and stone wall in foreground, silos in background, facing west, WA-I-0392_2023-01- 26 19.tif Continuation Sheet No. 45 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 20 of 24: Loafing shed, north elevation, and metal silo, facing south, WA-I-0392 2023-01-26 20.tif Continuation Sheet No. 46 MARYLAND HISTORICAL TRUST DETERMINATION OF EIHGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunhan Farm 0 Photo 21 of24: Mechanic's garage/workshop, east elevation, facing west, WA-I-0392 2023-01-26 21.tif Continuation Sheet No. 47 MARYLAND HISTORICAL TRUST DETERMINATION OF ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunhani Farm ® Photo 22 of 24: Mobile home and site of earlier dwelling, facing northeast, WA-I-0392 2023-01 -26_22.tif Continuation Sheet No. 48 MARYLAND HISTORICAL TRUST DETERMII`IATI0N 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Fan © Photo 23 of 24: Farm complex and surrounding pasture from Black Stallion Lane, facing northwest, WA-I-0392 2023-01 - 26 23.tif Continuation Sheet No. 49 MARYLAND HISTORICAL TRUST DETERMINATION 0F ELIGIBILITY FORM MIHP No: WA-I-392 Property Name: Dunham Farm Photo 24 of 24: Farm setting from yard of principal dwelling towards Downsville Pike, subdivided parcels in background on right, facing southeast, WA-I-0392 2023-01-26 24.tif - - ABSTRACT WA-I-392 Dunham Farm Hagerstololll Vicinity private 19th-20th Centuries This complex consists of an early 20th century frame house, a frame bank barn and related outbuildings. Separated from the buildings is a one and a half story five bay log house. The latter structure appears to be the oldest standing on the property although observable exterior details date from the late 19th or early 20th centuries. ':opy ~.,.. MARYLAND HISTORICAL TRUST :Jistrict 2 l"iap 56 Parcel 140 ~u\GI # 22~5935 INVENTORY FORM FOR STATE HISTORIC SITES SURVEY 6NAME HISTORIC Dunham Farm AND/OR COMMON llLOCATION STREET & NUMBER Downsville Pike CITY. TOWN STATE Maryland DcLASSIFICATION x VICINITY OF Hagerstown CATEGORY OWNERSHIP STATUS _DISTRICT _PUBLIC :>LocCUPIED KBUILDING(S) X _PRIVATE _UNOCCUPIED. _STRUCTURE _BOTH _WORK IN PROGRESS _sm-PUBLIC ACQUISITION ACCESSIBLE _OBJECT _IN PROCESS _BEING CONSIDERED DOWNER OF PROPERTY NAME George F. Dunham STREET & NtJMBER Route II 3 CITY. TOWN Hagerstown _YES: RESTRICTED _YES: UNRESTRICTED X_NO _ VICINITY OF llLOCATION OF LEGAL DESCRIPTION COURTHOUSE. REGISTRY OF DEEDS, ETC. Washington County Court House STREET & NUMBER West Waahini:ton Street CITY. TOWN Hagerstown IJREPRESENTATION IN EXISTING SURVEYS TITLE DATE CONGRESSIONAL DISTRICT 6 COUNTY Washington PRE;SENT USE K.AGRICULTURE _MUSEUM _COMMERCIAL __ PA~K _EQUCATIONAL X_PRIVATE RESIDENCE _ENTERTAINMENT _RELIGIOUS _GOVERNMENT _INDUSTRIAL _MILITARY Telephone #: _SCIENTIFIC _TRANSPORTATION _OTHER STATE I zip code Maryland 21740 Liber #: Folio #: 267 352 STATE Maryland 21740 _FEDERAL --5TATE -COUNTY -LOCAL DEPOSITORY FOR SURVEY RECORDS CITY.TOWN STATE II DESCRIPTION _EXCELLENT _GOOD ~FAIR CONDITION _DETERIORATED _ RUINS _UNEXPOSED CHECK ONE _UNALTERED AALTERED < 50% CHECK ONE }L.QRIGINAL SITE _MOVED DATE __ _ DESCRIBE THE PRESENT AND ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE This farm complex is located on the west side of the Downsville Pike, Maryland route 632 south of Hagerstown and north of Maryland route 68 in Washington County. There are two houses, each facing east and a frame bank barn which faces south. The main complex consists of an early. 20th century frame house, related outbuildings and the barn. Several hundred feet northeast of the house, is another dwelling, a one and a half story, five bay log structure presumably dating from the 19th century. Both houses are sheathed with imitation brick composition siding. The older of the two houses stands alone except for a nearby privy. This dwelling is a long narrow structure with a single gable roofed dormer protruding from the east slope of the roof near the north end. A small frame, one story, two bay ell extends to the rear •. The windows have narrow frames, most holding two over two pane sashes although one six over six sash is present in a front elevation window. Doors are located in the first and fourth bays from the south end of the front elevation. Entrances are plain with undecorated trim and no transoms. The doors have four panels. A plain shed roofed front porch extends across the entire east elevation. It rests on a concrete slab and is supported by plain square posts. Remnants of decorative scroll cut trim finish the eaves and barge areas. The roof is sheathed with co~u gated sheet metal. A small brick chimney rises from the interior of the house toward thl south end and another· from inside the end wall of the frame addition. 'nle house is in deteri• orated condition and uninhabited. 'nle main dwelling on the property is the two story frame structure which would appear to date from the early 20th century. It is three bays wide with a sheet metal roo( and a small chim- ney inside the north end. A one story porch extends acroas the front elevation. According to the present owner, the house was rebuilt in the 1930 1 s. The buildings in the main complex appear to be in good condition. CONTINUE ON SEPARATE SHEET IF NECESSARY II SIGNIFICANCE ..,ERIOD _PREHISTORIC _1400-1499 _1500-1599 _1600·1699 _1700-1799 AREAS OF SIGNIFICANCE --CHECK AND JUSTIFY BELOW x_ 1800-1899 )t_,900. -ARCHEOLOGY·PREHISTORIC _COMMUNITY PLANNING -ARCHEOLOGY-HISTORIC _CONSERVATION !.AGRICULTURE _ECONOMICS LRCHITECTURE _EDUCATION -ART _ENGINEERING _COMMERCE _EXPLORATION/SETTLEMENT _COMMUNICATIONS _INDUSTRY _INVENTION _LANDSCAPE ARCHITECTURE _LAW _LITERATURE _MILITARY _MUSIC _PHILOSOPHY _POLITICS/GOVERNMENT SPECIFIC DATES BUILDER/ ARCHITECT STATEMENT OF SIGNIFICANCE - -'uJA-1·39J..... _RELIGION _SCIENCE _SCULPTURE _SOCIAUHUMANITARIAN _THEATER _TRANSPORTATION _OTHER (SPECIFY) This complex consists of an early 20th century frame house, a frame bank barn and related outbuildings •. Separated from the buildings is a one and a half story five.bay log house. The latter structure appears to be the oldest standing on the property although observable exterior details date from the late 19th or early 20th ce~turies. The property is part of ''Conococheague Manor" a proprietary holding which was retained by Lord Baltimore until about 1767. According to the owner, this farm was sold off from ''Linden Hall" inunediately to the north (UA·I-39()) in 1867. CONTINUE ON SEPARATE SHEET IF NECESSARY IJMAJOR BIBLIOGRAPHICAL REFERENCES CONTINUE ON SE~l\RATE SHEET IF NECESSARY IIiJGEOGRAPHICAL DATA ACREAGE OF NOMINATED PROPERTY __ 9_8_._6_9_a_cr_es __ VERBAL BOUNDARY DESCRIPJION LIST ALL STATES AND COUNTJES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES STATE COUNTY STATE COUNTY mFORM PREPARED BY NAME I TITLE Paula Stoner Dickey, Consultant ORGANIZATION Washington County Historical Sites Survey , STREET & NUMBER County Off ice Building, 33 West Washington Street CITY OR TOWN Hagerstown DATE November 1977 TELEPHONE 791-3065 STATE Maryland 21740 The Maryland Historic Sites Inventory was officially created by an Act of the Maryland Legislature, to be found in the Annotated Code of Maryland, Article 41, Section 181 KA, 1974 Supplement. The Survey and Inventory are being prepared for information and record purposes only and do not constitute any infringe- ment of individual property rights. RETURN TO: Maryland Historical Trust The Shaw House, 21 State Circle Annapolis, Maryland 21401 (301) 267-1438 PS-I IOS WILLIAMSPORT UUAUKA.l'R.JL.c.. MARYLAND-WEST VIRGINIA 7. 5 MINUTE SERIES (TOPOGRAPHIC) i I ; i I I ! I I j r I .... ' PAULA S10NE.R DICKEY COM$UlTAH1. WAS1i1HG10H en HISTORICAl SITES SURVEY ,,.,,,..., PAULA STONER DICK(Y CONSULT1\NT, •'IASHINGTON c;,, HISTORICAL Silts SURVEY Record #Type MIHP#Record Status Folder Status Status Date Task Name Comments Passed - Info 24-Mar-23 Historical Review Updated by Script from EPR. Days in Review:0 Folder Status Status Date Task Name Comments Approved 05-Apr-23 Historical Review HDC supported this demolition permit after review at the 4/5 meeting. See documents for letter. Days in Review:20 Folder Status Status Date Task Name Comments Approved 05-Apr-23 Historical Review HDC supported this demolition permit through review at the 4/5 meeting. See documents for details. Days in Review:14 Folder Status Status Date Task Name Comments Note 29-Mar-23 Historical Review Property is on MIHP but is not in a review are for new construction for the HDC. Sent no review contact letter. Passed - Info 29-Mar-23 Historical Review Updated by Script from EPR. Days in Review:0 Folder Status Status Date Task Name Comments Note 18-Apr-23 Historical Review HDC exterior review does not apply in this area and the proposed activities are not reviewable. Sent no review contact letter. Passed - Info 18-Apr-23 Historical Review Updated by Script from EPR. Days in Review:5 Folder Status Status Date Task Name Comments Note 05-Apr-23 Historical Review Project was reviewed by the HDC at their April 5th meeting and the HDC recommended approval. See documents for details. Approved 18-Apr-23 Historical Review Updated by Script from EPR. Days in Review:8 Folder Status Status Date Task Name Comments Note 18-Apr-23 Historical Review Not in an HDC review area. Sent no review contact letter. Passed - Info 18-Apr-23 Historical Review Updated by Script from EPR. Days in Review:0 Activity Count:7 Note Passed - Info Total 0 0 1 4 3 4 0 0 1 0 1 1 4 4 7Total3 Town of Keedysville Residential Building Permit Total 0 Residential Demolition Permit Total 1 Residential Addition-Alteration Permit Total 1 Non-Residential Demolition Permit Total 1 Review Activities Summary Application Type Application Number Approved 18-Apr-23 S-05-022 19414 KEEP TRYST ROAD ZONING CERTIFICATION FOR "THE WEDDING NICHE", AN OWNER-OCCUPIED BED & BREAKFAST WITH (2) GUEST ROOMS, NO FOOD TO BE SERVED FIRNHABER LYLE AND APRIL REMAINING LANDS 2023-02011 Residential Addition- Alteration Permit III043 Review 12-Apr-23 13-Apr-23 S-01-052 20313 LOCUST GROVE ROAD, LOT 5 650 SQ. FT. INTERIOR RENOVATIONS TO INCLUDE RENOVATING KITCHEN AREA, REMODEL MASTER BATH, RAISE CEILING HEIGHT IN MASTER BATH AND MASTER BEDROOM BY 2-FT. REPLACE SINGLE WINDOW WITH A DOUBLE WINDOW IN MASTER BEDROOM, ADD NEW WINDOW IN MASTER 2023-01763 Residential Addition- Alteration Permit Review 28-Mar-23 10-Apr-23 LOR 22416 GOOSE STREET 1910 SQ. FT. FINISHED SPACE TWO STORY ADDITION TO REAR OF DWELLING, CONCRETE SLAB, FRAME CONSTRUCTION, PRE- ENGINEERED TRUSSES, 1026 SQ. FT. INTERIOR RENOVATIONS TO FIRST AND SECOND FLOOR OF EXISTING DWELLING TO INCLUDE REPAIR FRONT PORCH, REMOVE AND RELOCATE STAIRS 2023-01715 Residential Addition- Alteration Permit III071 Review 24-Mar-23 22-Mar-23 LOR 22416 GOOSE STREET INTERIOR AND EXTERIOR DEMOLITION OF SINGLE FAMILY DWELLING TO INCLUDE PARTITION WALLS, JOISTS, FLOORING, STAIRS, AND BATHROOM IN FIRST AND SECOND FLOOR, DEMOLISH 300 SQ. FT. OF REAR PORTION OF 2023-01701 Residential Addition- Alteration Permit IV011 Approved 24-Mar-23 29-Mar-23 LOR 23410 WATERY LANE 792 SQ. FT. ONE STORY ADDITION ON CONDITIONED CRAWL SPACE TO LEFT OF DWELLING TO BE USED AS A MUD ROOM, LAUNDRY ROOM, STORAGE CLOSET, FULL BATHROOM, AND FAMILY ROOM, FRAME CONSTRUCTION, PRE-ENGINEERED ROOF TRUSSES, 270 SQ. FT. ATTACHED OPEN DECK TO 2023-01460 Residential Demolition Permit Approved 14-Mar-23 23-Mar-23 LOR 54 S MAIN STREET REMOVE EXISTING 482 SQ. FT. DECK IN THE REAR OF THE HOME TO ALLOW FOR SUBSTRUCTURE AND SUPPORTS TO BE REBUILT. CONCRETE FOOTERS WILL BE DUG OUT AND RE- POURED TO ALLOW PROPER SUPPORT. THE 2023-01360 Non-Residential Demolition Permit IV262 Approved 09-Mar-23 16-Mar-23 14336 BANFILL AVENUE DEMOLISH 5800 SQ. FT. STICK BUILT PORTION OF BUILDING 160 FORT RITCHIE FOR PENMAR DEVELOPMENT CORPORATION, BOUNDARY SURVEY PLAT 170-171 KV2023-0006 Town of Keedysville Residential Building Permit II1069 Approved 06-Mar-23 Historic Review Activity 03/24/2023 thru 04/19/2023 Open Date Date Assigned Location Description Workflow Info