HomeMy WebLinkAboutNovember HDC AgendaPacket
Gregory Smith, Chair Vernell Doyle
Lloyd Yavener, Vice Chair Michael Lushbaugh
Ann Aldrich Justin Bedard
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
November 1, 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 October 4, 2023 meeting *
NEW BUSINESS
1. SP-23-037, 11609 Kieffer Funk Road (Discussion/Comments) Proposed solar array on
portion (72.90) of property; 17.23 MW Solar Energy Generating System (26,416 panels
and 47 inverters), includes 7ft high fence (Associated Permit 2023-04952) *
2. S-23-058, 12440 Burkholder Lane, Lot 1 for Martin Property (Discussion/Comments)
Burkholder Farm. Lot 1, 123 +/- acres, follow up to PC-23-001 (Proposed construction of
warehouse and connecting road to Northpoint Development) Remaining lands contains
MIHP I336, Kershner-Burkholder Farm*
OTHER BUSINESS
1. Staff Report
a. Staff Reviews *
b. 2024 Meeting Calendar *
c. Election of Officers – December Meeting
d. CLG Annual Report – December Meeting
e. 250th Updates
f. Historic Resource Tax Credit Ordinance Update
ADJOURNMENT
UPCOMING MEETING
1. Wednesday, December 6, 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 October 4, 2023 The Washington County Historic District Commission held its regular monthly meeting on Wednesday,
October 4, 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, Michael Lushbaugh, Ann
Aldrich, Vernell Doyle and Brianna Candelaria. Staff members present were: Washington County
Department of Planning & Zoning: Meghan Jenkins, GIS Coordinator and HDC Staff member and Debra
Eckard, Administrative Assistant.
MINUTES
Motion and Vote: Mr. Yavener made a motion to approve the minutes of the June 7, 2023 meeting as
presented. The motion was seconded by Mr. Lushbaugh and unanimously approved.
NEW BUSINESS
RZ-23-007 – 13215 Smithsburg Pike
Ms. Jenkins reported that the consensus of the HDC to support the rezoning request for the application
of the Historic Preservation overlay for property located at 13215 Smithsburg Pike was forwarded to the
Planning Commission. The Planning Commission held its public input meeting on Monday, October 2nd at
which time the Commission recommended approval of the request to the Board of County
Commissioners. A public hearing is scheduled with the BOCC on Tuesday, November 7th.
Ms. Jenkins noted that Ms. Aldrich was present at the Planning Commission’s public input meeting as well
as Mr. Jefferson Boyer, President of the Smithsburg Historical Society. Both spoke in favor of the proposed
request.
Ms. Jenkins explained that the urgency for this request is because the front wall of the dwelling has sunk.
This issue needs to be addressed immediately. She further explained that the dwelling sits within a flood
plain and once repairs begin, the structure must be brought up to current Flood Plain Ordinance
standards. However, if the HP overlay is in place before repairs begin, the Flood Plain Ordinance
requirements will not be required. Modern flood plain requirements would greatly jeopardize the historic
integrity of the dwelling. Ms. Aldrich stated a portion of this structure dates back to the 1700s.
Section 106 Consultation: Project No. WA489C21 – I-70 Bridge Nos. 2111003 and 2111004 over CSX
Ms. Jenkins presented a letter from MDOT SHA stating the above referenced project will have no effect
on historic properties.
Motion and Vote: Ms. Aldrich made a motion to concur with MDOT SHA’s finding that there will be no
effect on historic properties for the above referenced project. The motion was seconded by Mr.
Lushbaugh and unanimously approved.
2040 Comprehensive Plan
Ms. Jenkins introduced the 2040 Comprehensive Plan for discussion and comments on the Historic
Element. The following comments were provided by members of the Commission.
• Update the Washington County Historical Trust section. Ms. Jenkins will work with Ms. Aldrich on
this section.
• Building Codes section (page 54) needs clarification as to the structure’s listing with the State or
local body as historic. Does this mean the structure must be on the MIHP or will the HP overlay
also qualify? Ms. Jenkins will clarify this requirement with someone from the Building Codes
department.
• The comprehensive plan needs to be more explicit with the Rural Villages being adopted (which
Villages still need surveys completed).
• Make sure that incentives are explained clearly to allow for the use of more than one applicable
program.
Ms. Jenkins stated that comments are being accepted until the end of October. An interactive site is
available on the web where you can also make comments. She gave a brief overview of the comprehensive
plan information meetings that have been held across the County and invited members to attend the final
two meetings that will be held on October 10th at Smithsburg Town Hall and October 25th at the
Williamsport Fire Company Banquet Hall.
OTHER BUSINESS
Staff Report
• Staff Reviews - Ms. Jenkins provided a written summary.
• The Architectural Fieldwork Symposium will be held on March 28, 2024 (instead of October).
• An invitation to the Heart of the Civil War Heritage Area Year in Review was included in the agenda
packet. This event will be held on November 1st at the Weinberg Center in Frederick.
• A copy of “The Field Guide for the Semiquincentennial Making History at 250” was distributed to
members. Ms. Jenkins will be serving on this committee and asked members to think about ways
to participate in this event or any significant information that should be considered to the
Committee.
• CLG 4 Year Evaluation Results – Ms. Jenkins provided a copy of the evaluation sheet. Members
questioned how the scores were calculated and where improvements could be made. Ms. Jenkins
will follow-up with MHT.
• Historic Resource Tax Credit Ordinance Update - Ms. Jenkins reported the County Attorney’s
office has the final draft and is checking it for legal sufficiency. Some clarification is need on the
Rural Village.
ADJOURNMENT
Mr. Lushbaugh made a motion to adjourn the meeting at 7:55 pm. The motion was seconded by Ms.
Candelaria and so ordered by the Chairman.
______________________________________
Gregory Smith, Chairman
ãLAND DEVELOPMENT CONSULTING ● PERMITTING ● GEOTECHNICAL ● ENVIRONMENTAL ● SURVEY ● PLANNING & ZONINGOffices conveniently located in:Lake Como, New Jersey T: 732.974.0198 | Chester, New Jersey T: 908.879.9229 | Newark, New Jersey T: 973.755.7200 | Toms River, New Jersey T: 732.974.0198Allen, Texas T: 972.534.2100 | Austin, Texas T:512.646.2646 | Houston, Texas T: 281.789.6400 | Delray Beach, Florida T: 561.921.8570 Newtown, Pennsylvania T: 267.685.0276 | Philadelphia, Pennsylvania T: 215.253.4888 | Bethlehem, Pennsylvania T: 610.598.4400 | Annapolis, Maryland T: 410.567.5000125 West Street - Suite 201Annapolis, MD 21401T: 410.567.5000www.dynamicec.comPRELIMINARY CONSULTATION &STORMWATER CONCEPT PLANFORDIVERSIFIED CAPITAL - MARTIN PROPERTYADJACENT TO BURKHOLDER LANENORTH OF US ROUTE 40WASHINGTON COUNTY, MARYLANDJOSHUA M. SEWALDCONNO
R
M. MCMANUSNo. 5295
9 CONNOR M. MCMANUS
ãLAND DEVELOPMENT CONSULTING ● PERMITTING ● GEOTECHNICAL ● ENVIRONMENTAL ● SURVEY ● PLANNING & ZONINGOffices conveniently located in:Lake Como, New Jersey T: 732.974.0198 | Chester, New Jersey T: 908.879.9229 | Newark, New Jersey T: 973.755.7200 | Toms River, New Jersey T: 732.974.0198Allen, Texas T: 972.534.2100 | Austin, Texas T:512.646.2646 | Houston, Texas T: 281.789.6400 | Delray Beach, Florida T: 561.921.8570 Newtown, Pennsylvania T: 267.685.0276 | Philadelphia, Pennsylvania T: 215.253.4888 | Bethlehem, Pennsylvania T: 610.598.4400 | Annapolis, Maryland T: 410.567.5000125 West Street - Suite 201Annapolis, MD 21401T: 410.567.5000www.dynamicec.comPRELIMINARY CONSULTATION &STORMWATER CONCEPT PLANFORDIVERSIFIED CAPITAL - MARTIN PROPERTYADJACENT TO BURKHOLDER LANENORTH OF US ROUTE 40WASHINGTON COUNTY, MARYLANDJOSHUA M. SEWALDCONNO
R
M. MCMANUSNo. 5295
9 CONNOR M. MCMANUS
12440 Burkholder Lane Washington County, MarylandWSSI #32082.01
Cultural Resources Site Assessment November 2022
Prepared for: Diversified Capital1125 Ocean AvenueLakewood, NJ 08701
Prepared by: David Carroll, MA, RPA
5300 Wellington Branch Drive, Suite 100 Gainesville, Virginia 20155 Tel: 703-679-5600 Email: contactus@wetlandstudies.com www.wetlandstudies.com
12440 Burkholder Lane - Cultural Resources Site Assessment
WSSI #MD2043.02 – November 2022 Page 1
Cultural Resources Site Assessment 12440 Burkholder Lane (±241 acres) Hagerstown, Washington County, Maryland
WSSI #MD2043.02
INTRODUCTION
This transmittal presents an evaluation of the likelihood that cultural resources studies may be required on the ±241-acre 12440 Burkholder Lane parcel. The project area is located north of National Pike (US HWY 40) and bounded by agricultural land on all
sides, with residential and commercial development located a short distance to the east.
The property is accessed from a long private drive extending north from National Pike (Exhibit 1).
The project area is situated on gently rolling terrain with higher elevations on broad ridge
landforms in the east and north and lower elevations in bottomlands in the south and east
(Exhibit 2). A tributary of Conococheague Creek flows west through the project area with drainage to the southeast. The vegetation within the project area consists primarily of agricultural fields under active cultivation.
Several buildings are currently standing within the project area, including a farm complex
located near the center of the property, which has been recorded with the Maryland Inventory of Historic Properties (MIHP) as a historic resource (Exhibit 3). The buildings are a historic farm complex originally built prior to the mid-19th century and are currently occupied. Maryland property records indicate the current house at the farm complex was
constructed in 1774. A 20th century dwelling adjacent to the farmstead is excluded from
the project area.
KNOWN CULTURAL RESOURCES IN OR NEAR THE PROJECT AREA
The following discussion of previously recorded cultural resources within and near the project area was established by using the Maryland Historical Trust’s (MHTs) online Maryland’s Cultural Resource Information System (MEDUSA) and other online sources. Twenty architectural resources have been previously recorded within an approximate
one-mile radius of the project area (Table 1); no archeological resources have been recorded within a one-mile radius of the project area.
WA-I-336, the Kershner-Burkholder Farm, is located within the central portion of the project area. The farmstead dwelling is a two-story stone building typical of early- to
mid-19th century vernacular houses of Washington county (Plates 1-2). Several historic outbuildings including a 19th century bank barn, a smoke house, and an early 20th century dairy barn/milking house stand on the property in addition to later 20th century outbuildings (Plates 3-4).
12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022 Page 2
Table 1: Architectural Resources Within a One-Mile Radius MHT ID Number Resource Name Date NRHP Eligibility
DOE-WA-0062 Bridge 2106400 McDade Rd over US 40 1960 MHT: Not Eligible
WA-I-002 Stucco House Late 18th century Not Evaluated
WA-I-004 J. R. Fridinger Farm First half 19th century Not Evaluated
WA-I-006 E. Doub House First half 19th
century Not Evaluated
WA-I-007 Log House 19th century Not Evaluated
WA-I-008 Frame House Late 19th
century Not Evaluated
WA-I-009 Oster House 1838 Not Evaluated
WA-I-010 Brick and Log House Early 19th century Not Evaluated
WA-I-011 Stage Coach Inn Early 19th
century Not Evaluated
WA-I-302 Troup-Firey Farm 2nd quarter 19th century Not Evaluated
WA-I-314 Miller-Conrad House 18th/19th century Not Evaluated
WA-I-321 Farmhouse Early 19th century Not Evaluated
WA-I-322 Tice-Eby Farm 18th century Not Evaluated
WA-I-326 Log Farmhouse Early 19th century Not Evaluated
WA-I-336 Kershner-Burkholder Farm First half 19th century Not Evaluated
WA-I-337 Burkholder Log and Frame House 19th century Not Evaluated
WA-I-339 Small Log and Frame House 19th century Not Evaluated
WA-I-340 Schindel-Custer Farm 3rd quarter 19th
century Not Evaluated
WA-I-355 Former Hopewell School Late 19th century Not Evaluated
WA-I-868 16612 National Pike Mid-19th century MHT: Eligible
In addition to the farmstead core, an abandoned historic road runs north through the
property, formerly connecting the National Pike to the current southern terminus of Salem Church Road. WA-I-336 has not been evaluated for listing in the National Register of Historic Places (NRHP).
12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022 Page 3
Of the seventeen architectural resources recorded within a one-mile radius of the property, one is eligible (WA-I-868) for listing in the NRHP. MHT Resource WA-I-868 (16612 National Pike), located one mile southeast of the center of the project area, dates
to the mid-19th century and was deemed significant for its architecture as a 19th century vernacular dwelling under Criterion C, and under Criterion A for its association with the National Road in the village of Huyett during its heyday. The remaining eighteen architectural resources have not been evaluated for listing in the
NRHP. ARCHEOLOGICAL SITE PROBABILITY The following presents an assessment of the probability that archeological sites will occur
within the study area. This assessment has not been field verified. The probability for locating pre-contact Native American sites generally depends on the variables of topography, proximity to water, and internal drainage. Sites are more likely on well-drained landforms of low relief near water. If prehistoric sites are present on the
ridge tops or ridges, they are likely to be confined to the plow zone and are not likely to require work beyond the recordation done at the Phase I level. Plowing disturbs the context of the Native American artifacts, thus reducing the information potential of a particular site. The project area is considered to have at high probability of containing Native American archeological materials based on the presence of low relief, well-
drained topography on both sides of the tributary stream within the property, as well as low-lying bottomlands which would have been attractive to early settlement and seasonal resource exploitation.
The probability for the occurrence of historic period sites largely depends upon the
history of settlement in the area, the topography, and the proximity to historic roads. Historic maps offer insight into habitation of the vicinity; however, the absence of structures on historic maps does not eliminate the possibility of an archeological site being present within the property, as it was common for tenant, slave, and African
American properties to be excluded from these maps.
The project area has a high probability of containing 18th, 19th, and 20th century archeological materials, particularly related to the farmstead in the center of the property and potentially along the historic roadbed that passes through the property.
CONCLUSIONS AND RECOMMENDATIONS Cultural resources studies of the project area may be required under federal or state ordinances or regulations and may involve a Phase I archeological investigation (as the
property has a high probability of containing archeological sites). As the property
contains buildings over 50-years in age, a Phase I architectural reconnaissance level investigation of the existing historic buildings on the property may also be needed.
12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022 Page 4
If impacts to Waters of the United States are planned in association with the development of the project area, the U.S. Army Corps of Engineers (USACE) can require a Phase I cultural resources investigation in order to comply with Section 106 of the National
Historic Preservation Action of 1966 (as amended) during the Clean Water Act permitting process. If the development project involves any other federal funding, loans, permits, and/or licenses, the Phase I cultural resources investigation could also be required by the federal agency associated with the undertaking (HUD, FCC, FHA, etc.).
Any form of financing, permitting, or licensing at the state level could trigger a Phase I cultural resources investigation under the Maryland Historical Trust Act of 1990 (Article 83B, Sections 5-617 and 5-618 of the Annotated Code of Maryland). Under these two scenarios, the Phase I cultural resources investigation would be subject to review by the Maryland Historical Trust.
Depending upon the nature of the planned development, a Phase I cultural resources investigation may not be required by local, state or federal agencies. We recommend conducting such an investigation after determination of the necessity for the Phase I investigation has been made.
LIMITATIONS This report evaluation is based on the recorded and reports noted and described above. Our review and memo have been prepared in accordance with generally accepted
guidelines. Conclusions presented herein are based upon our review of available information, and/or professional judgement. We offer no opinion and do not purport to opine on the possible application of various
building codes, zoning ordinances, other land use or platting regulations, environmental
or health laws and other similar statutes, laws, ordinances, code and regulations affecting the possible use and occupancy of the Property for the purpose for which it is being used, except as specifically provided above. We make no warranties, either expressed or implied, and our report is not a recommendation to buy, sell, or develop the property.
The foregoing opinions are based on applicable laws, ordinances, and regulations in effect as of the date hereof and should not be construed to be an opinion as to the matters set out herein should such laws, ordinances or regulations be modified, repealed, or amended.
L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\Admin\03-ARCH\2022-11-18_BurkholderHIST.docx
12440 Burkholder Lane - Cultural Resources Site Assessment
WSSI #MD2043.02 – November 2022 Page 5
Plate 1: Main House Façade, Kershner-Burkholder Farm (WA-I-336) Facing North
Plate 2: West Elevation Main House Kershner-Burkholder Farm (WA-I-336) Facing Northwest
12440 Burkholder Lane - Cultural Resources Site Assessment
WSSI #MD2043.02 – November 2022 Page 6
Plate 3: Smokehouse, Kershner-Burkholder Farm (WA-I-336)
Facing Northwest
Plate 4: Barn, Kershner-Burkholder Farm (WA-I-336) Looking Southeast
Vicinity Map
Burkholder Lane
WSSI #MD2043.02
L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_01_Vicinity.mxd
ADC Map/Column/Row: 4102F5Source: World Street Map - ESRI
0 2,000
FeetOriginal Scale:1 " = 2,000 '
Site N
Wetland Studies and Solutions, Inc.Exhibit 1
Washington CountyMD
Mason-Dixon, MD PA 1984Latitude: 39°39'29"NLongitude: 77°46'44"WHydrologic Unit Code (HUC): 020700040807HUC12 Name: Meadow Brook-Conococheague CreekCOE Region: Eastern Mountains and Piedmont
USGS 7.5' Quadrangle Map
12440 Burkholder Lane
0 2,000
FeetOriginal Scale:1 " = 2,000 '
N
Wetland Studies and Solutions, Inc.Exhibit 2
Site
L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_02_USGS.mxd
L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_05_2020_MD_iMapNCIR.mxd
Source: DoIT, MDP, MD iMAP
Spring 2020 Near Color Infrared Imagery
Burkholder Lane
WSSI #MD2043.02 0 1,000
FeetOriginal Scale:1 " = 1,000 '
N
Wetland Studies and Solutions, Inc.Exhibit 3
Site
WA-I-336
Kershner-Burkholder Farm
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: 03-12-2004
-
-
--
ABSTRACT
WA-I-336
Kershner-Burkholder Farm
Huyetts Vicinity
private
19th Century
This two story, three bay stone house, frame
bank barn and outbuildings provide an example of a
19th century Washington County farm group. The type
of masonry displayed in construction of the house, its
exterior woodwork and general form all suggest that it
was built during the second quarter of the 19th century.
Constructed of native limestone, the house reflects pro-
minent regional traditions. M>st stone houses in Washing-
ton Cotmty date from before 1850. An old road near the
house which is said to have been a route to nearby Salem
Church as reflecting early transportation patterns in the
County.
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N: 717300.6498E: 1130000.4628N: 714000.0622E: 1130000.4628N: 714000.2832E: 1132000.1273LANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTINLANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1660DEED REF.: 977- 363ZONING - RT
RICHARD & CAROL SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
LANDS N/F
MAP 50 PARCEL 304DEED REF.: 773-282ZONING - RT
WILLIAM LEE & JAMES ALLEN JOACHIM
KIEFFER FUNK ROADKIEFFER FUNK ROAD
KIEFFER FUNK ROADPROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
S 16° 41' 29" W
862.00 '
S 89° 31' 29" W203.62'
S 25° 01' 29" W1950.56'N 71° 24' 31" W243.00'N 73° 10' 31" W419.94'N 72° 44' 31" W366.50'
N 60° 11' 31" W48.75'N 31° 12' 31" W525.90'N 33° 10' 31" W
102.90'N 41° 15' 31" W922.28'N 41° 06' 31" W784.02'N 33° 51' 31" W88.41'
N 19° 33' 31" W
89.58'
N 00° 33' 29" E
64.15'
N 25° 45' 29" E
390.05'
N 24° 08' 29" E
240.60'
N 26° 56' 35" E
459.07'
N 28° 34' 29" E48.61'N 49° 50' 29" E
107.69'S 65° 57' 31" E226.40'S 68° 45' 31" E669.64'S 64° 44' 31" E1625.15'N 29° 14' 29" E 557.79'S 64° 02' 31" E753.38'1. SITE NAME:KIEFFER FUNK SOLAR
2. SITE ADDRESS:11609 KIEFFER FUNK RD
SMITHSBURG, MD 21783
3. OWNER OF RECORD:WILLIAM & JAMES JOACHIM
3101 YALE AVE
CAMP HILL, PA 17011
4. DEVELOPER:STANDARD SOLAR, INC. (C/O PAIGE PENDLETON)
530 GAITHER ROAD, SUITE 900
ROCKVILLE, MD 20850
301-944-5296
5. ENGINEER / SURVEYOR:BECKER MORGAN GROUP INC.
312 WEST MAIN STREET, SUITE 300
SALISBURY, MD 21801
410-546-91000
6. PROPERTY TAX ID:MAP 50; PARCEL 304
7. ZONING CLASSIFICATION: EXISTING: A(R) / (WASHINGTON COUNTY)
PROPOSED: A(R) / (WASHINGTON COUNTY)
8. BZA APPROVAL:APPEAL NO. AP2019-005
9. DEED SUMMARY:773- 282
10. PLAT REFERENCE:N/A
11. PRESENT USE:AGRICULTURAL
12. PROPOSED USE:PHOTOVOLTAIC SOLAR SYSTEM
13. WATERSHED:02140502 - ANTIETAM CREEK
14. TOTAL SITE AREA:167.60 ACRES
15. IMPERVIOUS COVERAGE:EXISTING: 0.00 ACRES
PROPOSED: 4.57 ACRES
16. SETBACKS:A(R) CONDITIONAL USE
FRONT: 50 FT.
SIDE: 50 FT.
REAR: 50 FT.
17. PROJECT AREA:167.41± ACRES
18. TOTAL DISTURBED AREA:72.57± ACRES
SITE DATA
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-001
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309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
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C:\Temp AutoCAD\AcPublish_13304\202226700-Site-C3D21.dwg, Sep 26, 2023 - 9:10am
2023-09-26
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-001LAYER STATE:
0
SCALE: 1" = 200'
100 200 400
Do Not Explode - Select Scale
SOLAR
COVER SHEET
VICINITY MAP SCALE: 1" = 2000'
N
SITE
WHITE HALL RDKIEFFE
R
F
U
N
K
R
DKIEFFER FUNK RDMD RTE
6
4
CONCRETE CURB & GUTTER
CONCRETE SIDEWALK, SLAB / PAVING
IMPERVIOUS SURFACED ROAD, DRIVE
INDIVIDUAL TREE OR BUSH
STRUCTURE (CONCRETE, WOOD,
DRAINAGE DITCH OR SWALE
WETLAND BOUNDARY LINE
ELEVATION SPOT SHOT
PROPERTY OR RIGHT-OF-WAY LINE
LIGHT POLE
CENTERLINE
BENCH MARK
METAL, ETC.)
CONTOUR
OR PARKING LOT
WIRE FENCE
49
EVERGREEN DECIDUOUS
N/A
N/A
X X X
CHAINLINK FENCE
STOCKADE FENCE
43.55
X X X
55
25.15 B.C.25.00
T.C.25.50
V V V N/A
ITEM
WATER MAIN & SIZE
PROPOSED
LEGEND
EXISTING
EX. 10" F.M.
EX. 10"S
EX. 10" W
U.E.
U.T.
EX. 2" G
10" S
12" F.M.
12" W
U.E.
U.T.
2" G
SANITARY GRAVITY SEWER LINE (S)SIZE & FLOW DIRECTION
C-1-Notes-Legend-Portrait
SANITARY SEWER CLEANOUT (C.O.)
WATER VALVE (W.V.) OR METER (W.M.)
FIRE HYDRANT (F.H.)
SANITARY SEWER MANHOLE (S.S.M.H.)
STORM DRAIN MANHOLE (S.D.M.H.)
CATCH BASIN (C.B.)
STORM DRAIN LINE (CMP, RCP, HDPE)
SANITARY SEWER FORCE MAIN (F.M.)SIZE & FLOW DIRECTION
UNDERGROUND ELECTRIC (U.E.)
UNDERGROUND TELEPHONE (U.T.)
UNDERGROUND GAS MAIN (G)
UTILITY POLE W/ OVERHEAD SERVICE(TELEPHONE (O.T.), ELECTRIC (O.E.)
F.H.
W.V.W.M.W.M. W.V.
F.H.NNAD 83 (
2
0
1
1)
SITE PLAN
KIEFFER FUNK SOLAR PROJECT
SHEET INDEX
C-001 COVER SHEET
C-101 EXISTING CONDITIONS PLAN
C-201 SITE PLAN
C-301 STORMWATER PLAN
C-302 STORMWATER PLAN
C-401 OVERALL GRADING PLAN
C-402 GRADING PLAN
C-403 GRADING PLAN
C-501 EROSION AND SEDIMENT CONTROL PLAN
C-502 EROSION AND SEDIMENT CONTROL DETAILS
C-701 ENTRANCE PLAN
C-901 DETAILS
FCP-1 FOREST CONSERVATION PLAN
DISTURBED AREA QUANTITIES
THE TOTAL AREA TO BE DISTURBED SHOWN ON THESE PLANS HAS BEEN DETERMINED TO BE APPROXIMATELY72.9 ACRES AND THE TOTAL AMOUNT OF EXCAVATION AND FILL AS SHOWN ON THESE PLANS HAS BEENCOMPUTED TO BE APPROXIMATELY 1,717 CUBIC YARDS OF EXCAVATION AND 1,504 CUBIC YARDS OF FILL.
SENSITIVE AREAS
AREA ON-SITE MITIGATION REFERENCE
WETLANDS NO N/A MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
RIVERS AND STREAMS NO N/A MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
SINKHOLES YES INSTALL INVERTED STONE FILTER HILLIS-CARNES KARST EVALUATION
STEEP SLOPES (>10%) YES PERMANENT YEAR-ROUND MEADOW COVER BECKER MORGAN SURVEY
HIGHLY ERODIBLE SOILS YES PERMANENT YEAR-ROUND MEADOW COVER COMBINATION OF BECKER MORGAN SURVEY AND WEB SOIL SURVEY
GENERAL NOTES : SOLAR ENERGY SYSTEMS
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 RESERVEDUNLESS OTHERWISE SHOWN HEREON.
3. A PUBLIC WORKS AGREEMENT AND PERFORMANCE SECURITY WILL BE REQUIRED FOR ALLIMPROVEMENTS WITHIN THE COUNTY RIGHT-OF-WAY THAT ARE NOT OTHERWISE REGULATED UNDERA 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 COUNTYDIVISION OF ENGINEERING & CONSTRUCTION.
6. PLEASE BE ADVISED THAT ANY PROJECT WHICH CREATES A DISTURBANCE OF ONE (1) ACRE OR MOREWILL REQUIRE A ‘NOTICE OF INTENT TO COMPLY WITH THE GENERAL PERMIT FOR STORM WATERDISCHARGES 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 COMAR26.08.04.09A AND IS REGULATED BY THE MARYLAND DEPARTMENT OF ENVIRONMENT (MDE). THE NOI ISTO BE SUBMITTED WITH THE APPROPRIATE FEES DIRECTLY TO THE MDE PRIOR TO COMMENCEMENT
OF CONSTRUCTION ACTIVITY. NO LAND DISTURBING ACTIVITY THAT REQUIRES A GRADING PERMITFROM WASHINGTON COUNTY SHOULD PROCEED UNTIL THE GENERAL PERMIT FOR STORM WATERDISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (MDR10) HAS BEEN ISSUED BY MDE.
7. NO PERMANENT STRUCTURES (FENCES, SHEDS, PLAY EQUIPMENT, RETAINING WALLS, ETC.) SHALL BEPERMITTED 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 5DAYS PRIOR TO THE START OF CONSTRUCTION OF THE STORM WATER MANAGEMENT SYSTEM TOSCHEDULE AND COORDINATE INSPECTION TIME TABLES.
9. IN CONFORMANCE WITH THE STORM WATER MANAGEMENT ORDINANCE OF WASHINGTON COUNTY, APERFORMANCE SECURITY AND EXECUTED MAINTENANCE AND ACCESS AGREEMENT SHALL BE
REQUIRED FROM THE DEVELOPER PRIOR TO ISSUANCE OF ANY BUILDING OR GRADING PERMIT FORCONSTRUCTION PER THESE PLANS.
DEVELOPER CERTIFICATION
SIGNATURE
WE, STANDARD SOLAR INC., HEREBY CERTIFY THAT WE ARE THE OWNER OF THE PROPERTY DESCRIBED AND
SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT OUR DIRECTION, AND THAT WE ACKNOWLEDGE THESAME TO BE OUR ACT AND DESIRE THE PLAN TO BE DEVELOPED AS SHOWN IN ACCORDANCE WITH ALLAPPLICABLE LAWS AND REGULATIONS.
ENGINEERS CERTIFICATION
I, GREGORY V. MOORE, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE,
THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION AND TO MY BESTKNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLELAWS OF THE STATE OF DELAWARE.
P.E. NO. 30331 DATEJEFFERY A. HARMON
DATE
CERT-OWNER
CERT-GVM
WASHINGTON COUNTY CERTIFICATE OF APPROVAL
SCOTT HOBBS
THE SITE PLAN SHOWN HEREON COMPLIES WITH THE SUBDIVISION AND LAND DEVELOPMENT ORDINANCE FORTHE CITY OF HAGERSTOWN, MARYLAND, AND OTHER APPLICABLE PROVISIONS OF THE LAND MANAGEMENT
CODE, WITH THE EXCEPTION OF SUCH WAIVERS OR VARIANCES, IF ANY, AS NOTED ON THIS PLAT AND IN THEMINUTES OF THE HAGERSTOWN PLANNING COMMISSION AND/OR BOARD OF ZONING APPEALS. THIS APPROVALIS VALID FOR THREE YEARS FROM DATE OF SIGNATURE, AND MAY BE RENEWED BY THE PLANNING COMMISSION
IN ACCORDANCE WITH THE PROVISIONS OF THE LAND MANAGEMENT CODE. THIS PLAN SHALL BE VOID SHOULDREQUISITE PERMITS NOT BE OBTAINED AND SUBSTANTIAL CONSTRUCTION OCCUR WITHIN THREE YEARS OFTHE DATE OF SIGNATURE.
ALL WORK SHALL BE IN ACCORDANCE WITH THIS PLAN. SHOULD THE DEVELOPER FIND NEED TO DEVIATE FROMTHIS APPROVED PLAN, THE DEVELOPER SHALL CONTACT PLANNING STAFF FOR A DETERMINATION WHETHER
THE WORK IS MINOR AND CAN BE APPROVED BY STAFF, OR IF THE WORK IS SUBSTANTIAL ENOUGH TO REQUIREREVISED PLANS AND POSSIBLE REAPPROVAL BY THE PLANNING COMMISSION.
DATE
CERT-OWNER
DIRECTOR OF ENGINEERING
OEOEOEOEOEOEKIEFFER FUNK ROADKIEFFER FUNK ROADLANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTIN
LANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
ZONING: A(R) - AGRICULTURAL RURAL
ZONING: RT - RESIDENTIAL TRANSITION
625
630
635
635
640
645
650
655
660
665
670
675
680
685
625
625
630
630
630
635
635635
640 640640
645
645650655
660
675
680
680
685
685
685
710
715
710
690
695
700
705
6
9
0
690
695
695
700
705
670
675
655
650
615
620
620615610625
620620
645650
645 65566065' WIDEPOTOMAC EDISON R/W
L. 761 F. 738(EXCEPTION #12)
EXISTING ZONING LINE
RIDGE LINE
RIDGE LINE
627
628
625626
627 626
RED HATCHEDAREA DENOTESSLOPES OVER 10%
GRADE
HATCHED AREADENOTES SLOPESOVER 10% GRADE
HATCHED AREADENOTES SLOPES
OVER 10% GRADE HATCHED AREA
DENOTES SLOPESOVER 10% GRADE
RED HATCHEDAREA DENOTESSLOPES OVER 10%
GRADE
SpA
DvC
HaB
DvD
HaC
HaB
HaA
RmC
RmB
DsB
DsD
HaC
HaD
DsA
RmD
RmC
RmC
RyD
SpA
KARSTEVALUATIONAREA
KARSTEVALUATIONAREA
KARSTEVALUATIONAREA
KARSTEVALUATION
AREA
KARSTEVALUATIONAREA
KARST
EVALUATIONAREA
KARST
EVALUATIONAREA
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-101
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
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F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:15am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-101LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLARNNAD 83 (
2
0
1
1)
EXISTING
CONDITIONS PLAN
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1
OEOEOEOEOEOEKIEFFER FUNK ROADKIEFFER FUNK ROADLANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTIN
LANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
ZONING: A(R) - AGRICULTURAL RURAL
ZONING: RT - RESIDENTIAL TRANSITION
625
630
635
635
640
645
650
655
660
665
670
675
680
685
625
625
630
630
630
635
635635
640 640640
645
645650655
660
675
680
680
685
685
685
710
715
710
690
695
700
705
69
0
690
695
695
700
705
670
675
655
650
615
620
620615610625
620620
645650
645 65566065' WIDEPOTOMAC EDISON R/W
L. 761 F. 738(EXCEPTION #12)
EXISTING ZONING LINE
RIDGE LINE
RIDGE LINE
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDE
CELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDE
CELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDE
CELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
SINGLE AXISTRACKER SOLAR
ARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLARARRAY (TYPICAL)
SINGLE AXISTRACKER SOLAR
ARRAY (TYPICAL)
SINGLE AXISTRACKER SOLAR
ARRAY (TYPICAL)
SINGLE AXIS
TRACKER SOLARARRAY (TYPICAL)
SINGLE AXIS
TRACKER SOLARARRAY (TYPICAL)
SINGLE AXIS
TRACKER SOLAR
ARRAY (TYPICAL)
675
668
667678 682
664
664
652
652
646
636
635626
626
633
634
646
SpA
DvC
HaB
DvD
HaC
HaB
HaA
RmC
RmB
DsB
DsD
HaC
HaD
DsA
RmD
RmC
RmC
RyD
SpA
G-1
G-2
G-3
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-4
G-4
G-4
G-4G-4
G-4G-4
G-5
G-5
G-5
G-5
G-5
G-4
G-4
ESD BERM 1
BERM CREST EL.: 665'
ESD BERM 2BERM CREST EL.: 653'
ESD BERM 4BERM CREST EL.: 647'
ESD BERM 6BERM CREST EL.: 637'
ESD BERM 8BERM CREST EL.: 635'
ESD BERM 7
BERM CREST EL.: 627'
ESD BERM 3BERM CREST EL.: 681'
ESD BERM 5BERM CREST EL.: 669'
32" THICK CLASS II RIP-RAPENERGY DISSIPATION AREA
32" THICK CLASS II RIP-RAP
ENERGY DISSIPATION AREA
SITE PLAN
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-201
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-201LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLARNNAD 83 (
2
0
1
1)
G-4
G-1
G-3
G-2
GENERAL CONSTRUCTION NOTES
INSTALL 20' WIDE GATE
INSTALL 7' TALL AG-FENCE
WASHINGTON COUNTY DRIVEWAY CONNECTION. REFER TO SHEET C-701 FOR ENTRANCE DETAILS.
AREA OF SLOPES OVER 10% GRADE
C-PR-SITE-C-NOTES.DWG
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1G-5 CONCRETE EQUIPMENT PAD
OEOEOEOEOEOEKIEFFER FUNK ROADLANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTIN
LANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
ZONING: A(R) - AGRICULTURAL RURAL
ZONING: RT - RESIDENTIAL TRANSITION
625
630
635
635
640
645
650
655
660
665
670
675
680
685
625
625
630
630
630
635
635635
640 640640
645
645650655
660
675
680
680
685
710
715
6
9
0
690
695
695
700
705
655
650
615
620
620615610625
620620
645650
645 655660EXISTING ZONING LINE
RIDGE LINE
RIDGE LINE
627
628
625626
627 626
675
668
667678 682
664
664
652
652
646
636
635626
626
633
634
626
626
627
646
SpA
DvC
HaB
DvD
HaC
HaB
HaA
RmC
RmB
DsB
DsD
HaC
HaD
RmC
RyD
SpA
ESD BERM 1BERM CREST EL.: 665'
ESD BERM 2BERM CREST EL.: 653'
ESD BERM 4BERM CREST EL.: 647'
ESD BERM 6BERM CREST EL.: 637'
ESD BERM 8
BERM CREST EL.: 635'
ESD BERM 7BERM CREST EL.: 627'
ESD BERM 3BERM CREST EL.: 681'
ESD BERM 5BERM CREST EL.: 669'
32" THICK CLASS II RIP-RAP
ENERGY DISSIPATION AREA
32" THICK CLASS II RIP-RAPENERGY DISSIPATION AREA
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-301
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-301LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
STORMWATER
MANAGEMENT
PLANNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1TYPICAL INFILTRATION BERM
NO SCALE
4:1
4:1 4:1
EX. GRO
U
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D
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L
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V
A
T
I
O
N
EX. GRO
U
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D
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L
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V
A
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I
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1.0'
2.0'
ESD SUMMARY
AAB
B
AAB
B
dissipation area 1A23 - CENTERLINE PROFILE (-0+10.00 TO 0+60.00)
610
615
610
615
-0+10 0+00 0+50 0+60614.4614.3614.1614.1614.0613.932"
RIP-RAP
dissipation area 1B24 - CENTERLINE PROFILE (-0+10.00 TO 1+10.00)
610
615
610
615
-0+10 0+00 0+50 1+00 1+10614.1614.1614.1614.1614.1614.0614.2614.3614.4614.6614.732"
RIP-RAP
dissipation area 2A25 - CENTERLINE PROFILE (-0+10.00 TO 0+60.00)
609
610
615
609
610
615
-0+10 0+00 0+50 0+60613.5613.58613.4613.3613.2613.132"
RIP-RAP
dissipation area 2B26 - CENTERLINE PROFILE (-0+10.00 TO 2+40.00)
609
610
615
620
609
610
615
620
-0+10 0+00 0+50 1+00 1+50 2+00 2+40617.7616.8615.9615.1614.7614.3613.9613.6613.2613.1613.1613.1613.2613.4613.5613.6613.7613.8613.9614.8615.6616.4617.332"
RIP-RAP
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-302
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-302LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
STORMWATER
MANAGEMENT
PLANNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1ENERGY DISSIPATION AREA #1
SCALE - 1" = 20'
ENERGY DISSIPATION AREA #2
SCALE - 1" = 20'
SECTION A - A
SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'
SECTION B - B
SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'
SECTION A - A
SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'
SECTION B - B
SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'
OEOEOEOEOEOEKIEFFER FUNK ROADKIEFFER FUNK ROADLANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTIN
LANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
ZONING: A(R) - AGRICULTURAL RURAL
ZONING: RT - RESIDENTIAL TRANSITION
625
630
635
635
640
645
650
655
660
665
670
675
680
685
625
625
630
630
630
635
635635
640 640640
645
645650655
660
675
680
680
685
685
685
710
715
710
690
695
700
705
6
9
0
690
695
695
700
705
670
675
655
650
615
620
620615610625
620620
645650
645 655660680
65' WIDEPOTOMAC EDISON R/W
L. 761 F. 738(EXCEPTION #12)
EXISTING ZONING LINE
RIDGE LINE
RIDGE LINE
675
668
667678 682
664
664
652
652
646
636
635626
626
633
634
626
626627 646
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-401
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
A
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-401LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
OVERALL
GRADING PLANNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1SHEET C-402 SHEET C-403
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEKIEFFER FUNK ROAD625.89'
625.89'
625.68'
625.68'
624.88'
624.88'
623.08'
623.07'
622.65'
622.65'
623.17'
623.18'
624.55'
624.56'
626.93'
626.94'
628.91'
628.92'
629.62'
627.92'
627.72'
630.00'629.87'
629.20'
630.00'
625.78'
624.74'
624.74'
622.71'
622.71'
621.10'621.10'
620.24'620.24'
622.66'
622.66'
625.28'625.28'
626.53'
626.53'
627.37'627.37'
625.63'
625.63'
625.40'
625.28'
625.48'
625.40'625.36'625.28'
623.91'
623.91'
621.23'
621.22'
616.70'
616.69'
613.90'
613.89'
613.59'
613.59'
614.09'
614.09'
617.03'
617.07'
621.54'
621.56'
625.07'
625.10'
628.08'
628.10'
631.62'
631.64'
631.52'
631.52'
631.84'
631.86'
629.83'
629.85'
633.44'
633.46'
614.81'
614.45'616.02'
614.81'
614.78'614.78'
614.84'614.84'
614.96'614.96'
615.41'615.41'
616.21'616.21'
617.97'617.97'
619.57'619.57'
622.46'622.46'
632.98'632.98'
628.00'
632.14'
628.74'628.74'
620.14'620.14'
618.03'618.03'
622.29'622.29'
618.16'618.16'
618.67'618.67'
619.31'619.31'
620.39'620.39'
624.00'624.00'
627.31'
627.31'
629.79'629.79'
633.16'633.16'
625.78'
630.59'
628.00'
620
625
630
635
640
620630
64
0
645650
61
0
615
620
620620
625
620640
617
618
619
619651
652
653
621
622
623621
621
622
622
623
623
624
61
6
61
7
61
8
61861
9612
6
2
6
613614
616617618
619
621622623624
61
4616617618
61
9
621
621
621622
622
622
623
623
623
631
632
633
634
634
636
637
638
639
641
642
643
646
646
646
634
63
4
634
636
637
636
635636636626627626
626
7 633.02'
633.58'634.27'
634.90'
635.15'
634.94'
633.35'
633.91'634.60'
635.23'
635.48'
635.27'633.80'
633.27'633.68'
634.24'
634.70'
634.90'
662.31'
661.77'662.21'
662.79'
663.21'
663.41'
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-402
1" = 50'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
A
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-402LAYER STATE:
0
SCALE: 1" = 50'
25 50 100
Do Not Explode - Select Scale
SOLAR
SITE & GRADING
PLANNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1NNAD 83 (
2
0
1
1)
REFER TO EQUIPMENTPAD #1 DETAIL ON
THIS SHEET
REFER TO EQUIPMENT
PAD #2 DETAIL ONTHIS SHEET
EQUIPMENT PAD #1
SCALE - 1" = 10'
EQUIPMENT PAD #2
SCALE - 1" = 10'
20.72'
8.59'6.51'
3.23'
20.72'
8.59'6.51'
3.23'
633.44'
633.46'
634.46'
634.47'
632.89'
632.86'
631.32'
631.31'
631.62'
631.64'
633.00'
633.02'
634.14'
634.16'
635.03'
635.13'
637.33'
637.41'
639.68'
639.73'
641.00'
640.95'
640.44'
640.52'
638.63'
638.63'
636.06'
636.06'
634.36'
634.36'
633.75'
633.75'
633.54'
633.54'
632.29'
632.29'
630.96'
630.96'
629.79'
629.79'
631.04'
631.04'
633.07'
633.07'
635.38'
635.38'
636.60'
636.60'
636.36'
636.36'
635.94'
635.94'
638.27'
638.27'
641.44'
641.44'
644.06'
644.06'
644.18'
644.18'
644.03'
644.03'
644.22'
644.22'
632.14'
628.74'
636.12'
633.43'633.43'
629.51'
629.51'
626.06'
626.06'
623.07'
623.07'
623.59'623.59'
627.97'627.97'
634.51'634.51'
638.82'638.82'
641.26'641.26'
644.10'
644.10'
645.51'645.51'
645.63'
645.63'
645.78'
645.78'
632.39'
631.69'
631.69'
628.36'
628.36'
629.09'629.09'
632.08'632.08'
639.16'639.16'
646.33'646.33'
648.74'648.74'
650.59'650.59'
651.95'651.95'
650.35'
650.35'
648.76'648.76'
647.08'
647.08'
648.96'
648.96'
637.54'
638.14'
638.14'
638.79'638.79'
639.64'
639.64'
640.67'640.67'
641.73'641.73'
642.97'
642.97'
643.98'
643.98'
644.64'
643.92'
644.64'
643.92'
644.26'
645.56'
643.27'
643.27'
645.56'
634.38'
632.84'
637.57'
640
630
630 640640645
640645650640
640
651
622
623 624
651
652
653
654
632633634
636637638639
641
641
641
642
631632
633
634
636636 637638638 639639641641642
642 643643652
652
652
646
634
634
633
63
4
646.31'
645.98'
645.86'
645.53'
645.96'
645.63'646.20'
645.87'646.32'
645.99'
646.37'
646.04'649.50'
649.17'
649.51'
649.18'
649.78'
649.45'650.06'
649.73'650.24'
649.91'
650.23'
649.90'
644.52'
644.19'
644.39'
644.06'
644.58'
644.25'644.79'
644.46'644.96'
644.63'
645.01'
644.68'
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-403
1" = 50'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
A
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H
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E
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C
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-403LAYER STATE:
0
SCALE: 1" = 50'
25 50 100
Do Not Explode - Select Scale
SOLAR
SITE & GRADING
PLAN
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1NNAD 83 (
2
0
1
1)
REFER TO EQUIPMENT
PAD #5 DETAIL ON
THIS SHEET
EQUIPMENT PAD #3
SCALE - 1" = 10'
EQUIPMENT PAD #4
SCALE - 1" = 10'
EQUIPMENT PAD #5
SCALE - 1" = 10'
20.72'
8.59'6.51'
3.23'
20.72'
8.59'6.51'
3.23'20.72'
8.59'6.51'
3.23'
REFER TO EQUIPMENT
PAD #3 DETAIL ON
THIS SHEET
REFER TO EQUIPMENTPAD #4 DETAIL ONTHIS SHEET
OEOEOEOEOEOEKIEFFER FUNK ROADLANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTIN
LANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.
ZONING: A(R) - AGRICULTURAL RURAL
ZONING: RT - RESIDENTIAL TRANSITION
SCE
625
630
635
635
640
645
650
655
660
665
670
675
680
685
625
625
630
630
630
635
635635
640 640640
645
645650655
660
675
680
680
685
710
715
710
6
9
0
690
695
695
700
705
655
650
615
620
620615610625
620620
645650
645 655660EXISTING ZONING LINE
RIDGE LINE
RIDGE LINE
SF
SF SFSFSFSF SF SF SF SF SF SF SF SF SF
SSFSSFSSF SSF
SSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSF40'
4
0
'
TEMPORARY STOCKPILE AREAMAX. HEIGHT:20 FEETMAX. SIDE SLOPES: 2:1
SFSFSF
FL-18FL-18FL-18FL-18FL-18FL
-
1
8 FL-18FL-18FL-18FL-18FL-18FL-18627
628
625626
627 626
675
668
667678 682
664
664
652
652
646
636
635626
626
633
634
626
626627 646L.O.D
.L.O.D.L.O.D.L.O.D.SpA
DvC
HaB
DvD
HaC
HaB
HaA
RmC
RmB
DsB
DsD
HaC
HaD
RmC
RmC
RyD
SpA
STABILIZEDCONSTRUCTIONENTRANCE
3152 LF SILT FENCE
3152 LF SILT FENCE
5443 LFSUPER SILTFENCE
5443 LFSUPER SILT
FENCE
5443 LFSUPER SILTFENCE
5443 LFSUPER SILTFENCE
FILTER LOG
FILTER LOG
LIMITS OF DISTURBANCE L.O.D.
SOILS LINE/LABEL
PROPOSED CHAINLINK FENCE
PROPOSED CONTOUR LINE
EXISTING CONTOUR LINE
SILT FENCE SF
SUPER SILT FENCE SSF
STABILIZED CONSTRUCTION ENTRANCE
EROSION SEDIMENT CONTROL LEGEND
SCE
224
PROPOSED CELLULAR CONFINEMENT ACCESS ROAD
228
FILTER LOG
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-501
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-501LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
EROSION
SEDIMENT
CONTROL PLANNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1THE FOLLOWING ITEMS HAVE BEEN ADDRESSED TO MEET THE REQUIREMENTS OF THE
GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDESNUMBER MDR10, STATE DISCHARGE PERMIT NUMBER 09GP).1.) UTILIZATION OF ENVIRONMENTAL SITE DESIGN
2.) MAINTENANCE OF LIMITS OF DISTURBANCE TO PROTECT NATURAL AREAS3.) CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES4.) EVALUATION AND APPROPRIATE LIMITATION OF SITE CLEARING
5.) EVALUATION AND DESIGNATION OF SITE AREA FOR PHASING OR SEQUENCING6.) IDENTIFICATION OF SOILS AT HIGH RISK FOR EROSION AND ADVANCED STABILIZATIONTECHNIQUES TO BE USED7.) IDENTIFICATION OF STEEP SLOPES AND DESIGNATION OF LIMITATIONS ON CLEARING
THEM8.) EVALUATION AND DESIGNATION OF STABILIZATION REQUIREMENTS AND TIME LIMITS ANDPROTECTION MEASURES FOR DISCHARGES TO THE CHESAPEAKE BAY, IMPAIRED WATERS
OR WATERS WITH AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD (TMDL).
EIGHT ELEMENTS OF ENVIRONMENTAL SITE DESIGN:
EROSION & SEDIMENT CONTROL DATA
TOTAL DISTURBED AREA: 72.90± ACRES
1. CONTRACTOR TO OBTAIN ALL COUNTY AND STATE PERMITS.
2. NOTIFY MDE AT 1-410-901-4020, AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION FOR A
PRE-CONSTRUCTION MEETING. FAILURE TO DO SO CONSTITUTES A VIOLATION OF THE APPROVED
PLANS.
3. CLEAR AND GRUB THOSE AREAS NECESSARY FOR THE INSTALLATION OF EROSION & SEDIMENT
CONTROLS.
4. INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE, ETC.
AS INDICATED ON PLAN.
5. NOTIFY MDE THAT PERIMETER SEDIMENT CONTROLS ARE IN PLACE.
6. TEMPORARILY STABILIZE DISTURBED AREAS WITHIN THREE (3) DAYS OF INITIAL DISTURBANCE.
7. CLEAR, GRUB AND ROUGH GRADE PROPOSED DRIVE WAYS, CONCRETE PADS, ETC. STOCKPILE
MATERIAL TO BE SPREAD ON-SITE OR RELOCATED TO AN APPROVED AREA.
8. PERFORM SITE STABILIZATION, ETC. PER PLAN.
9. BEGIN INSTALLATION OF SOLAR ARRAY AS SHOWN ON PLAN.
10. BEGIN PERMANENT STABILIZATION OF SITE INCLUSIVE OF POLLINATOR SEED MIX UNDER THE ARRAY
DURING THE COURSE OF INSTALLATION OF THE ARRAY. BEGIN LANDSCAPING INSTALLATION.
11. COMPLETE PERMANENT STABILIZATION OF THE SITE
12. CONTRACTOR SHALL CONTACT MDE AT 1-410-901-4020 PRIOR TO REMOVAL OF EROSION AND
SEDIMENT CONTROL MEASURES. WITH INSPECTORS APPROVAL, REMOVE SEDIMENT AND EROSION
CONTROL MEASURES.
SEQUENCE OF CONSTRUCTION
1.. THIS PLAN INCLUDES STANDARD EROSION AND SEDIMENT CONTROLS AND MAINTENANCE CRITERIATO PROTECT NATURAL AREAS.2. CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES ARE PROVIDED ON THIS PROJECT SITE
THROUGH THE USE OF A STABILIZED CONSTRUCTION ENTRANCE (EXISTING PAVEMENT).3. SITE CLEARING ON THIS PROJECT SITE HAS BEEN EVALUATED AND LIMITED TO ONLY THOSE AREASNECESSARY.
4. THIS PROJECT SITE IS DESIGNED TO BE CONSTRUCTED AS A SINGLE PHASE AND THEREFORE DOESNOT INCLUDE ADDITIONAL PHASING.5. THIS PROJECT SITE DOES NOT INCLUDE SOIL AT HIGH RISK FOR EROSION. ALL AREAS PROPOSED
AT GREATER THAN 3:1 SLOPE SHALL BE STABILIZED WITH STABILIZATION MATTING PER MDE STANDARDS.6. NO STEEP SLOPES EXIST ON THIS SITE AND THEREFORE CLEARING OF SUCH AREAS DOES NOT
APPLY.
MDE GENERAL PERMIT STATEMENTS
FL-18
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-502
1" = 100'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x3
6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
....
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-502LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
EROSION
SEDIMENT
CONTROL PLAN
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1EROSION & SEDIMENT CONTROL NOTES:
SEDIMENT CONTROL FOR CONSTRUCTION IN AREAS OUTSIDE OF DESIGNED CONTROLS:
EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH.
IMMEDIATELY FOLLOWING PIPE INSTALLATION THE TRENCH SHALL BE BACKFILLED, COMPACTED AND STABILIZEDAT THE END OF EACH WORKING DAY. TEMPORARY SILT FENCE OR STRAW BALE DIKES SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED
AREA INTENDED TO REMAIN DISTURBED LONGER THAN ONE WORKING DAY.
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC
WAYS.
FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, DETAILS OF TEMPORARY OR PERMANENT STABILIZATION SHALL BE COMPLETED AS FOLLOWS:
(A) WITHIN THREE CALENDAR DAYS ON ALL SURFACES OF PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1).
(B) WITHIN SEVEN DAYS FOLLOWING FINAL GRADING, ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT WILL BE PERMANENTLY STABILIZED BY SEEDING OR MULCH. PERMANENT MULCH CAN INCLUDE BUT IS NOT LIMITED TO STONE, GRAVEL, BLACKTOP, OR CONCRETE SURFACING.
THE REQUIREMENTS OF SECTION B-4 (VEGETATIVE STABILIZATION) DO NOT APPLY TO THOSE AREAS WHICH ARE SHOWN ONTHE PLAN AND ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH ACTUAL
CONSTRUCTION ACTIVITIES ARE CURRENTLY BEING PERFORMED OR TO INTERIOR AREAS OF A SURFACE MINE SITE WHERE THE STABILIZATION MATERIAL WOULD CONTAMINATE THE RECOVERABLE RESOURCE. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT THE STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".
STABILIZATION OF ALL DISTURBED AREAS ARE TO MEET THE REQUIREMENTS OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL - SECTION B-4 VEGETATIVE STABILIZATION".
(A)
(B)
(C)
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
REMOVE ONLY LENGTH OF SIDEWALK THAT CAN BE REPLACED DURING THE SAME WORKING DAY.(D)
17. THE OWNER/DEVELOPER OR REPRESENTATIVE IS TO CONTACT THE APPROPRIATE ENFORCEMENT AUTHORITY OR ITS
AGENT AT THE FOLLOWING STAGES OF THE PROJECT:A. PRIOR TO THE START OF EARTH DISTURBANCE.B. UPON COMPLETION OF THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE
PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.C. PRIOR TO THE START OF ANOTHER PHASE OF CONSTRUCTION OR OPENING OF ANOTHER GRADING UNIT.D. PRIOR TO THE REMOVAL OF SEDIMENT CONTROL PRACTICES.
18. CONTRACTOR SHALL CONTACT THE SITE INSPECTOR FOR APPROVAL OF ANY MINOR REVISIONS TO THIS SITE PLAN AMINIMUM OF 5 DAYS PRIOR TO MAKING FIELD CHANGES. ANY MAJOR CHANGE TO THESE PLANS WILL REQUIRE REVISED
DRAWINGS BE SUBMITTED AND APPROVED.
19. FOR DEWATERING SMALL TEMPORARY EXCAVATIONS, THE CONTRACTOR MAY OPT TO INSTALL EITHER A TEMPORARY
PUMPING PIT AND STILLING BASIN OR USE A SILT BAG DEVICE TO REMOVE SEDIMENTS FROM THE PUMPED WATER.
20. SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS SHALL BE IN ACCORDANCE WITH SECTION B-4-2 OF THE "2011MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".
21. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH SECTION H-5 OF THE "2011 MARYLAND STANDARDS ANDSPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".
22. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY MEET THEAPPROPRIATE REQUIREMENTS OF "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION & SEDIMENT
CONTROL.
23. APPROVED PLANS REMAIN VALID FOR 3 YEARS FROM THE DATE OF APPROVAL, EXCEPT SURFACE MINES AND LANDFILLPLANS WHICH REMAIN VALID FOR 5 YEARS FROM THE DATE OF APPROVAL UNLESS SPECIFICALLY EXTENDED OR RENEWEDBY THE APPROVAL AUTHORITY.
24. A MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) NOTICE OF INTENT (NOI) GENERAL PERMIT FOR CONSTRUCTIONACTIVITY IS REQUIRED FOR ALL CONSTRUCTION ACTIVITY IN MARYLAND WITH A PLANNED TOTAL DISTURBANCE OF 1 ACREOR MORE.
25. AS MANDATED BY THE NOTICE OF INTENT (NOI) GENERAL PERMIT ISSUED BY THE MARYLAND DEPARTMENT OF THEENVIRONMENT (MDE), AN INSPECTION MUST BE PERFORMED ONSITE OF ALL SEDIMENT CONTROLS ON A WEEKLY BASIS AND
AFTER EVERY RAINFALL EVENT. ALL SELF INSPECTIONS MUST BE MAINTAINED ALONG WITH ALL APPLICABLE GOVERNINGAGENCY INSPECTION REPORTS IN A LOG BOOK, TO BE KEPT ONSITE AT ALL TIMES.
26. MODIFICATIONS TO AN APPROVED PLAN MAY BE REQUESTED BY THE OWNER/DEVELOPER OR REQUIRED BY THE APPROVALOR ENFORCEMENT AUTHORITY. MODIFICATION OF AN APPROVED PLAN MUST BE MADE IN ACCORDANCE WITH THEEROSION AND SEDIMENT CONTROL CRITERIA CONTAINED IN THE STANDARD AND/OR AS DIRECTED BY THE ENFORCEMENT
AUTHORITY. IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURESMAY BE REQUIRED.
PRIOR TO THE START OF WORK, THE CONTRACTOR IS TO OBTAIN MDE APPROVAL OF ANY PROPOSED PLAN CHANGES
AND SEQUENCE OF CONSTRUCTION, SPECIFICALLY RELATING TO INSTALLATION, INSPECTION, MAINTENANCE AND
REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES.
SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEGETATIVE
COVER, OR WITH THE PERMISSION OF THE MDE SEDIMENT CONTROL INSPECTOR.
WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO AN APPROVED SEDIMENT TRAPPING
MEASURE PRIOR TO RELEASE FROM THE SITE.
ALL TEMPORARY STOCKPILES ARE TO BE LOCATED WITHIN AREAS PROTECTED BY SEDIMENT CONTROL MEASURES, ANDARE TO BE TEMPORARILY STABILIZED.
ALL SEDIMENT CONTROL DIKES, SWALES, BASINS AND FLOW LINES TO BASINS WILL BE TEMPORARILY SEEDED IMMEDIATELYUPON INSTALLATION TO REDUCE THE CONTRIBUTION TO SEDIMENT LOADING.
DISPOSAL OF EXCESS EARTH MATERIALS ON STATE OR FEDERAL PROPERTY REQUIRES MDE APPROVAL, OTHERWISEMATERIALS ARE TO BE DISPOSED OF AT A LOCATION APPROVED BY THE LOCAL AUTHORITY.
TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AS PER THE APPROVED
PLAN PRIOR TO GRADING OPERATIONS. LOCATION ADJUSTMENTS ARE TO BE MADE IN THE FIELD AS NECESSARY. THEMINIMUM AREA PRACTICAL SHALL BE DISTURBED FOR THE MINIMUM POSSIBLE TIME.
IF GRADING IS COMPLETED OUT OF A SEEDING SEASON, GRADED AREAS ARE TO BE TEMPORARILY STABILIZED BY MULCHAND MULCH ANCHORING. MULCH MATERIAL SHALL BE UNWEATHERED, UNCHOPPED SMALL GRAIN STRAW SPREAD AT THERATE OF 1 1/2 TO 2 TONS PER ACRE. MULCH ANCHORING TO BE ACCOMPLISHED BY AN APPROVED METHOD, USE OF A
MULCH ANCHORING TOOL IS RECOMMENDED WHERE POSSIBLE.
IMPLEMENTATION OF THE SEDIMENT CONTROL PLAN SHALL BE IN ACCORDANCE WITH "2011 MARYLAND STANDARDS AND
SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".
THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE APPROVED PLAN, AND ALL OTHER
MEASURES NECESSARY TO CONTROL, FILTER, OR PREVENT SEDIMENT FROM LEAVING THE SITE.
IN CASE WHERE STORMWATER MANAGEMENT STRUCTURES ARE A PART OF SITE DEVELOPMENT, REMOVAL OF SEDIMENT
CONTROL STRUCTURES MAY NOT BE ACCOMPLISHED BEFORE THE CONTRIBUTING DRAINAGE AREA TO THE STORMWATERMANAGEMENT STRUCTURE IS STABILIZED. ALSO, PROPER DEWATERING OF THE SEDIMENT FROM THE SITE.
ON SITES WHERE INFILTRATION TECHNIQUES ARE UTILIZED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BETAKEN TO PREVENT ALL RUNOFF FROM ENTERING THE STRUCTURE DURING CONSTRUCTION.
PERMANENT SEEDING SUMMARY (POLLINATOR MIX)
FUZZ BUZZ MIXERNMX - 146
SPECIES
1
NO.APPLICATION
40
RATE (lb/ac)
(10-20-20)
PERCENT
(90 lb/1000 sf)2 ton/ac
FERTILIZER RATE
LIME RATEPRICE/LB
26.4%
N
45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)
P2O5 K2O
2 40 (90 lb/1000 sf)2 ton/ac21.0%45 lbs per acre
(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)
3 40 (90 lb/1000 sf)2 ton/ac18.9%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)
4 40 (90 lb/1000 sf)2 ton/ac12.0%45 lbs per acre
(1.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)
5 40 (90 lb/1000 sf)2 ton/ac5.7%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)
6 40 (90 lb/1000 sf)2 ton/ac5.0%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)
7 40 (90 lb/1000 sf)2 ton/ac4.8%45 lbs per acre
(1.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)
7.08Lolium perenne, 'Crave',Tetraploid
Dactylis glomerata,Potomac
Poa pratensis, 'Ginger'
Bromus biebersteinii,'Fleet'
Trifolium hybridum
Festuca elatior x Loliumperenne, Duo
Trifolium pratense, Medium,
Variety Not Stated
7.08
7.08
7.08
7.08
7.08
7.08
8 40 (90 lb/1000 sf)2 ton/ac2.0%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)Lotus corniculatus, 'Leo'7.08
9 40 (90 lb/1000 sf)2 ton/ac1.4%45 lbs per acre
(1.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)
90 lbs per acre
(2.0 lb/1000sf)Chamaecrista fasciculata,PA Ecotype 7.08
10 40 (90 lb/1000 sf)2 ton/ac1.0%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)Linum perenne 7.08
11 40 (90 lb/1000 sf)2 ton/ac0.9%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)Coreopsis lanceolata 7.08
12 40 (90 lb/1000 sf)2 ton/ac0.5%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)Chrysanthemum
leucanthemum 7.08
13 40 (90 lb/1000 sf)2 ton/ac0.4%45 lbs per acre(1.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)90 lbs per acre(2.0 lb/1000sf)Solidago nemoralis, PAEcotype 7.08
TEMPORARY SEEDING SUMMARY
HARDINESS ZONE (FROM FIGURE B.3):SEED MIXTURE (FROM TABLE B.1):
ANNUAL RYEGRASS
SPECIES
1
NO.APPLICATION
40
RATE (lb/ac)(10-20-20)
(10 lb/1000 sf)2/15 TO 4/308/15 TO 11/30
SEEDINGDEPTHS
(90 lb/1000 sf)436 lb/ac 2 ton/ac
FERTILIZER LIME RATERATE
7A
SEEDINGDATES
1/2"
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-503
1" = 100'
24x3
6
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6
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309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
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F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-503LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
EROSION
SEDIMENT
CONTROL PLAN
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 17A
1 ANNUAL 40 1/2"RYEGRASS 2/15 TO 4/308/15 TO 11/30
7A
TALL 60FESQUE 2/15 TO 4/308/15 TO 11/30
9 2/15 TO 4/308/15 TO 11/30
2/15 TO 4/308/15 TO 11/30
9
KENTUCKYBLUEGRASS
PERENNIALRYEGRASS
40
20
7A
1 ANNUAL 40 1/2"RYEGRASS 2/15 TO 4/308/15 TO 11/30
7A
TALL 60FESQUE 2/15 TO 4/308/15 TO 11/30
9 2/15 TO 4/308/15 TO 11/30
2/15 TO 4/308/15 TO 11/30
9
KENTUCKYBLUEGRASS
PERENNIALRYEGRASS
40
20
0+00
0+42
14'R10'R
1
0
'
627.47'
625.97'
626.54'
626.91'
626.26'
625.92'626.01'
625.90'625.89'
25.0'
626.47'
626.26'
625.51'
625.53'
625.79'
626.52'
627
628
625626627 626626
626627
ENTRANCE20 - CENTERLINE PROFILE (-0+25.00 TO 0+75.00)
622
625
630
622
625
630
-0+25 0+00 0+50 0+75626.9626.89626.3626.28625.9625.92625.9625.91KIEFFER
FUNK ROAD
3.47%
EDGE OF PAVEMENT
CENTERLINE
OF ROADWAY
PR. GRADE
EX. GRADE
25'
8" THICK CONCRETEMDOT SHA MIX NO. 3
6" MIN. DEPTH MD SHA GRADED AGGREGATE BASE
REFER TO PLATE SD-011, NOTE #3REFER TO WASHINGTON COUNTYSTD. DETAIL PLATE T-063
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-701
1" = 5'
24x3
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6
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309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
E.M.S.E.H.H.
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F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-701LAYER STATE:
0
SCALE: 1" = 5'
2.5 5 10
Do Not Explode - Select Scale
SOLAR
ENTRANCE
PLANSNNAD 83 (
2
0
1
1)
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1ENTRANCE DETAIL
SCALE - 1" = 5'
SECTION A - A
SCALE - H: 1" = 10' V: 1" = 1'
EDGE OFROAD
PROPERTYLINE
EDGE OF
ROAD
PROPERTYLINE
PROPOSED 14' WIDECELLULAR CONFINEMENTACCESS ROAD (TYPICAL)
TRANSITION FROMPAVEMENT TOCELLULAR
CONFINEMENT
DRAINAGE SWALE
DRAINAGE SWALE
7' HIGH AGRICULTURAL FENCE DETAIL
NO SCALE
15' (TYP.)
6"~7"
10'7'SOUTHERN YELLOWTREATED PINE POST (TYP.)6'5"~6"
END H-BRACE POST TYPICAL ATALL FENCE TERMINATIONS ANDCORNERS
12.5 GUAGE DOUBLE WRAPPEDDIAGONAL BRACE WIRE BRAIDED COPPER BONDING JUMPERMOUNTED TO HINGE SIDE OF GATE TOGROUND ACCESS GATE
5/8" DIA. X 10' GROUND ROD (TYP.)ACCESS ROAD GATEWAY
10'
NOTES :
GATE SHALL BE DOUBLE SWING TYPE, PROVIDED WITH GATE HOLD BACKS, LOCKABLE GATE LATCH AND DROP BAR INSTALLED IN AMINIMUM OF 1 CUBIC FOOT OF CONCRETE. GATES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THE MANUFACTURERS
REQUIREMENTS. ALL GATE POSTS SHALL BE A MINIMUM OF 6" IN DIAMETER OR AS RECOMMENDED BY THE INSTALLER.
1.
1" I.D. STEELPOST
CONCRETEFOUNDATION6"12"THE FENCING SHALL BE WELDED FIELD WIRE, 7 FEET HIGH. FABRIC TO BE 4"x4" SQUARE OPENING, 14 GAUGE (MIN.) GALVANIZED STEEL.2.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.3.
DROP ROD
4' (TYP.)6' (TYP.)5"~6"3' (TYP.)5"~6"
4"x4" WELDED WIRE MESH14-GA., GALVANIZED
3'
GENERATOR AND TRANSFORMER PAD DETAIL
NO SCALE BMG NO. : SW-6A
1" X 1" CHAMFER
#4 BARS @ 12" O.C.E.W.
2-1/2" CLEARANCE (TYP.)
6" X 6" W4.0XW4.0 W.W.F.
#4 BARS 8"6"1'-2"12"
X X X X X X X X
6"95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY
TOP 12" OF SUBGRADE SHALL BE COMPACTED TO
CR-1 BASE6" GRADED AGGREGATE SUBBASE
SEE SITE PLAN
RACK STRUCTUREAND PV MOCULES
55°0% to 4.99%
5
5
°
TYPICAL TRACKER SOLAR ARRAY
NO SCALE TOTAL DEPTHCONTROLLED FILL
3" FILTER MATERIAL(BY SIEVE)
EXISTING SOIL
3" FITER MATERIAL
18" FILTER MATERIAL
(C-33 SAND OR EQ.)
(RIP RAP)
LIMESTONE
NOTES:INVERTED FILTER 1
PROCEDURE FOR INSTALLING INVERTED FILTER TO TREAT SINKHOLES.
1. REMOVE AND PROPERLY DISPOSE OF MATERIALS DUMPED IN AND AROUND THE SINKHOLE
2. EXCAVATE LOOSE MATERIAL FROM SINKHOLE AND TRY TO EXPOSE THE SOLUTION VOID(S) IN THEBOTTOM. ENLARGE THE SINKHOLE, AS NECESSARY, TO ALLOW FOR INSTALLATION OF FILTERMATERIALS (FIGURE 1).3. SELECT A FIELD STONE THAT IS ABOUT 1.5 TIMES LARGER THAN THE SOLUTION VOID(S). PLACE THE
STONE(S) IN THE VOID(S) FORMING A SECURE "BRIDGE". A GEOTEXTILE MAY BE NEEDED TO "LOCK"THE STONE "BRIDGE" IN PLACE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER.4. PLACE A LAYER OF FILTER MATERIAL OVER THE "BRIDGE" AT A MINIMUM THICKNESS OF 18 INCHES.
ABOUT 30 PERCENT OF THE MATERIAL SHOULD BE LARGER THAN THE OPENINGS BETWEEN THE"BRIDGE" AND THE VOID(S) (A WELL PLACED "BRIDGE" SHOULD NOT HAVE LARGE OPENINGS AROUNDIT). IN MOST CASES THIS MATERIAL COULD BE RIP RAP.
5. PLACE A LAYER OF SMALLER SIZE FILTER MATERIAL OVER THE PREVIOUS LAYER AT A MINIMUM
THICKNESS OF 9 INCHES. THE SIZE SHOULD BE 14 TO 12 THE SIZE OF THE PREVIOUS LAYER. IN MOSTCASES THIS MATERIAL COULD BE 57 STONE.6. PLACE A LAYER OF SAND SIZE FILTER MATERIAL OVER THE PREVIOUS LAYER AT A MINIMUMTHICKNESS OF 9 INCHES. THE SAND HAS TO BE COMPATIBLE IN SIZE WITH THE PREVIOUS LAYER TO
PREVENT PIPING. IN MOST CASES THIS MATERIAL COULD BE C-33 SAND OR EQUIVALENT.7. A NON-WOVEN FILTER CLOTH WITH BURST STRENGTH BETWEEN 100 AND 200 PSI CAN BESUBSITUTED FOR THE STONE SAND FILTER MATERIALS DISCUSSED IN 5 AND 6.
8. BACKFILL OVER THE LAST FILTER LAYER (OR FILTER CLOTH) WITH SOIL MATERIAL TO THE SURFACE.THE REUSE OF THE SOIL MATERIAL EXCAVATED FROM SINKHOLE SHOULD BE CONSIDERED. OVERFILLBY ABOUT 5 PERCENT TO ALLOW FOR SETTLEMENT. THE MATERIAL SHOULD BE SOIL WITH AT LEAST
50% CLAY MATERIALS AND A MINIMUM OF 3 FEET THICK. THE FILL MATERIALS SHOULD BE COMPACT
TO A MINIMUM OF 95% OF THE STANDARD PROCTOR (AASHTO T-99). ANY AVAILABLE TOPSOIL SHOULDBE PLACED ON THE SURFACE.9. STONE USED FOR THE "BRIDGE" AND THE FILTERS SHOULD HAVE A ROCK STRENGTH AT LEAST
EQUAL TO MODERATELY HARD (I.E. RESISTANT TO ABRASION OR CUTTING BY KNIFE BLADE BUT CANBE EASILY DENT OR BROKEN WITH LIGHT BLOWS OF HAMMER). SHALE OR SIMILAR SOFT ANDNON-DURABLE ROCK IS NOT ACCEPTABLE.
SINKHOLE TREATMENTINVERTED FILTER
SINKHOLE REMEDIATION DETAIL
NO SCALE
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/19/2023
2022267.00
C-901
1" = 100'
24x3
6
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6
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309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
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F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
2023-09-21
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-901LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
Do Not Explode - Select Scale
SOLAR
ENTRANCE
PLANS
LICENSE NUMBER:
EXPIRATION DATE:
I HEREBY CERTIFY THAT THESEDOCUMENTS WERE PREPARED ORAPPROVED BY ME, AND THAT I AM ADULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MARYLAND
30331
09/23/24JAHSTATE O F MARYL
A
NDPRO
FESSIONAL E N GINEERJEFFREY A. HAR
M
ANNo. 30 3 3 1CELLULAR CONFINMENT ACCESS ROAD DETAIL
NO SCALE
N: 717300.6498E: 1130000.4628N: 714000.0622E: 1130000.4628N: 714000.2832E: 1132000.1273LANDS N/F
MAP 51 PARCEL 37DEED REF.: 4656- 217ZONING - A(R)
NEVIN & ETHEL MARTINLANDS N/F
MAP 51 PARCEL 38DEED REF.: 737-596ZONING - A(R)
WILLIAM LOUIS DEATRICH
LANDS N/F
MAP 50 PARCEL 306DEED REF.: 2887- 635ZONING - A(R)
NATHAN & REBECCA MARTIN
LANDS N/F
MAP 50 PARCEL 303DEED REF.: 3989- 231ZONING - A(R) & RT
DOUGLAS SOWERS
LANDS N/F
MAP 50 PARCEL 1660DEED REF.: 977- 363ZONING - RT
RICHARD & CAROL SOWERS
LANDS N/F
MAP 50 PARCEL 1710DEED REF.: 1716- 388ZONING - A(R) & RT
VERNON & CONDY SOWERS
LANDS N/F
MAP 50 PARCEL 304DEED REF.: 773-282ZONING - RT
WILLIAM LEE & JAMES ALLEN JOACHIM
KIEFFER FUNK ROADKIEFFER FUNK ROAD
KIEFFER FUNK ROADL.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D.L.O.D
.L.O.D.S 64° 02' 31" E753.38'S 16° 41' 29" W
862.00 '
S 25° 01' 29" W1950.56'
S 89° 31' 29" W203.62'
N 29° 14' 29" E 557.79'S 64° 44' 31" E1625.15'S 68° 45' 31" E669.64'S 65° 57' 31" E226.40'N 49° 50' 29" E107.69'
N 28° 34' 29" E
48.61'
N 26° 56' 35" E
459.07'
N 24° 08' 29" E
240.60'
N 25° 45' 29" E
390.05'
N 00° 33' 29" E64.15'
N 19° 33' 31" W89.58'
N 33° 51' 31" W88.41'N 41° 06' 31" W784.02'N 41° 15' 31" W922.28'N 33° 10' 31" W102.90'N 31° 12' 31" W525.90'N 60° 11' 31" W
48.75'
N 72° 44' 31" W366.50'
N 73° 10' 31" W419.94'
N 71° 24' 31" W
243.00'442.30'N 52° 15' 44" E109.55'N 51° 58' 04" E
103.10'
N 44° 46' 10" E12.33'N 26° 20' 19" E182.85'
S 81° 55' 08" E446.98'
S 00° 04' 52" W
111.23'
S 81° 55' 08" E194.22'
S 00° 04' 52" W41.13'
S 18° 11' 23" W
626.02 '341.20'DsA
DsA
HaB
HaB
HaB
HcC
HcC
SpA
DsC
HaB DvC
HaA
HaC
DsB
RmD
RmC
RmC
RyD
RmB
RmC
DsD
HaA
HaB
HaC
SpA
HaC
HaB
DvC
SpA
DvD
HaD
1. SITE NAME:KIEFFER FUNK SOLAR
2. SITE ADDRESS:11609 KIEFFER FUNK RD
SMITHSBURG, MD 21783
3. OWNER OF RECORD:WILLIAM & JAMES JOACHIM
3101 YALE AVE
CAMP HILL, PA 17011
4. DEVELOPER:STANDARD SOLAR, INC. (C/O PAIGE PENDLETON)
530 GAITHER ROAD, SUITE 900
ROCKVILLE, MD 20850
301-944-5296
5. ENGINEER / SURVEYOR:BECKER MORGAN GROUP INC.
312 WEST MAIN STREET, SUITE 300
SALISBURY, MD 21801
410-546-91000
6. PROPERTY TAX ID:MAP 50; PARCEL 304
7. ZONING CLASSIFICATION: EXISTING: A(R) / (WASHINGTON COUNTY)
PROPOSED: A(R) / (WASHINGTON COUNTY)
8. BZA APPROVAL:APPEAL NO. AP2019-005
9. DEED SUMMARY:773- 282
10. PLAT REFERENCE:N/A
11. PRESENT USE:AGRICULTURAL
12. PROPOSED USE:PHOTOVOLTAIC SOLAR SYSTEM
13. WATERSHED:02140502 - ANTIETAM CREEK
14. TOTAL SITE AREA:167.60 ACRES
15. IMPERVIOUS COVERAGE:EXISTING: 0.00 ACRES
PROPOSED: 4.57 ACRES
16. SETBACKS:A(R) CONDITIONAL USE
FRONT: 50 FT.
SIDE: 50 FT.
REAR: 50 FT.
17. PROJECT AREA:167.41± ACRES
18. TOTAL DISTURBED AREA:72.57± ACRES
SITE DATA
KIEFFER FUNK
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
9/18/2023
2022267.00
FCP-1
1" = 200'
24x3
6
24x3
6
24x36
24x36
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
24x36
24x36
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6
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24x3
6
24x3
6
24x3
6
24x3
6
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24x3
6
24x3
6
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24x36
24x3
6
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24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
36
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6
24x36
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36North Carolina
309 South Governors AvenueDover, DE 19904302.734.7950
312 West Main Street, Suite 300Salisbury, MD 21801410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600Wilmington, NC 284033333 Jaeckle Drive, Suite 120
The Tower at STAR Campus100 Discovery Boulevard, Suite 102Newark, DE 19713302.369.3700
.PDF
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F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 18, 2023 - 10:42am
2023-09-18
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
FCP-1LAYER STATE:
0
SCALE: 1" = 200'
100 200 400
Do Not Explode - Select Scale
SOLAR
VICINITY MAP SCALE: 1" = 2000'
N
SITE
WHITE HALL RDKIEFFE
R
F
U
N
K
R
DKIEFFER FUNK RDMD RTE
6
4
NNAD 83 (
2
0
1
1)
SENSITIVE AREAS
AREA ON-SITE MITIGATION REFERENCE
WETLANDS NO N/A MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
RIVERS AND STREAMS NO N/A MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
SINKHOLES YES INSTALL INVERTED STONE FILTER HILLIS-CARNES KARST EVALUATION
STEEP SLOPES (>10%) YES PERMANENT YEAR-ROUND MEADOW COVER BECKER MORGAN SURVEY
HIGHLY ERODIBLE SOILS YES PERMANENT YEAR-ROUND MEADOW COVER COMBINATION OF BECKER MORGAN SURVEY AND WEB SOIL SURVEY COMMERCIAL/INDUSTRIALUSE AREAFOREST CONSERVATION AREA TO BE ADDRESSEDVIA ON-SITE FOREST CONSERVATION EASEMENT FOREST
CONSERVATION
PLAN
UNDERGROUND ELECTRIC
CONCRETE CURB & GUTTER
CONCRETE PAD / SURFACE
STRUCTURE (CONCRETE, WOOD,
DRAINAGE DITCH OR SWALE
ELEVATION SPOT SHOT
PROPERTY OR RIGHT-OF-WAY LINE
LIGHT POLE
CORPORATE LIMITS LINE
BENCH MARK
METAL, ETC.)
CONTOUR 49
N/A
ITEM
(TELEPHONE OR ELECTRIC OR BOTH)UTILITY POLE W/ OVERHEAD SERVICE
PROPOSED
LEGEND
EXISTING
U.E.
X X XWIRE FENCE
43.55
U.E.
55
25.15
N/A
N/A
N/A
N/A
OVERHEAD ELECTRIC O.E.O.E.
MEDIUM VOLTAGE INTERCONNECTION MVUGN/A
REINFORCED TURF N/A
N/A
SECURITY FENCE N/A
FOREST CONSERVATION SITE NOTES
1. TOTAL PARCEL AREA:±167.60 ACRES
QUALIFIED PROFESSIONAL CERTIFICATION
KEVIN W. PARSONS, PROF. LAND SURVEYORFOREST CONSERVATION QUALIFIED PROFESSIONAL DATE
BECKER MORGAN GROUP, INC.
3. EXISTING FORESTED AREA IN L-O-D:0.00 ACRES
4. AREA WITHIN 100-YEAR FLOODPLAIN:0.00 ACRES
5. AREA OF WETLANDS (TIDAL/NON-TIDAL) IN L-O-D: 0.00 ACRES
6. STEEP SLOPES PRESENT (>25%):0.00 ACRES
7. NOTE THAT TOPOGRAPHY SHOWN HEREON IS BASED UPON 2021 USGS WESTERNMARYLAND LIDAR DATA. FOR CLARITY OF PLAN CONTOURS ARE SHOWN AT 5.0'INTERVALS.
09/18/2023
2. TOTAL LIMIT OF DISTURBANCE (L-O-D):±72.57 ACRES
FOREST CONSERVATION LEGEND
EXISTING TREE LINE
PROPOSED FOREST CONSERVATION EASEMENT AREA -
FOREST CONSERVATION STATEMENT OF INTENT
IT IS THE INTENT OF THE DEVELOPER AND PROPERTY OWNER TO PROVIDE FOR THEREQUIRED 10.89 ACRES OF FOREST CONSERVATION AREA BY PLACING A FORESTCONSERVATION EASEMENT, TOTALING 10.94 ACRES, ALONG THE SOUTHERN EDGE OF
PROPERTY, ADJACENT TO KIEFFER FUNK ROAD, AS SHOWN HEREON.
FOREST STAND DELINEATION NOTE
THIS PROPERTY IS THE SUBJECT OF AN APPROVED FOREST STAND DELINEATION ONRECORD WITH THE WASHINGTON COUNTY DEPARTMENT OF PLANNING & ZONING,REFERENCE APPLICATION NO. FS-21-011 AND APPROVAL LETTER DATED JULY 29, 2021.
PROPOSED FOREST
CONSERVATION
EASEMENT AREA
10.94 ACRES
10.94 ACRES
FOREST CONSERVATION AREA PROPOSED AS NATURALREGENERATION - 0.80 ACRES (7% OF TOTAL)
PROPOSED FOREST CONSERVATION BOUNDARY WITHFOREST PROTECTION SIGNAGE, SEE DETAIL THIS SHEET
- ATTACH SIGNAGE APPROXIMATELY 200' APART AND AT EVERY
ANGLE BREAK IN THE EASEMENT.
PROTECTIVE SIGNAGE DETAIL (TYP.)
WA-I-062
Funk House
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: 09-13-2019
MARYLAND HISTORICAL TRUST
DETHRMINATION OF ELIGIBILITY FORM
NR Eligible: yes _
no
0
0
Property Name :Funk House
Address: 11609 Kieffer Funk Road
County : Washin
Owner: Joachim Elizabeth Funk
City: Smithsburg
Inventory N umber:
USGS Topographic Map:
Tax parcelNumber: 0304 Tax MapNumber:
Project:Kieffer Funk Solar Farm
WA-I-062
Zipcode: 21783
erstown, hD 1999 (2002 ed.)
Is the property being evaluated a district? _yes
Tax Account ID Number: 006294
Agency:Public Service Commission
Site visit by MHT staff: no X yes Name: Natalie Loukianoff
Is the property located within a historic district? _yes Lno
Date: March 11,2019
of the property is within a district Dishict TENentony "\irhoer..
NR-listed district yes Eligible district yes District Name:
Preparer's Recommendation: Contributing resource _yes _no Non-contributing but eligible in another context
If the property is nat within a district (or the property is a district)
Preparer's Recommendation: Eligible yes ¥Lno
Criteria: A 8 C D Considerations: A 8 C D E F G None
Documentation on the property/district is presented in:
Description of Property and Eligibility Determination: /I/se co"#.muafjan skeef i/necessary and aftoch mqp andpfeofo/
Site WA-I-062 is identified as the circa 1831 Funk House, located at 11609 Kieffer Funk Road. A Maryland Historical Trust
OulT) worksheet was completed for the site in 1974. The worksheet noted one house, along with one smokehouse and one
large ban. The worksheet noted that the buildings were in excellent condition and that the property contained approximately
166.66 acres. While the worksheet did not suggest a recommendation for the site, it did note that the significance of the site
::##.c::Bcb¥|:fhgeact#:°[ut#e¥teoenx::n;:rt:fth:tehho°u:::;:fab£::nat[et:r::ic±ie£§:#etrefa:Xm¥]:o::,Yu:hh=grth°£:
house, appear to have been common in this area.
Circa~ surveyed the site in March 2019 as part of a solar farm development project and identified the house, the smokehouse,
four barns including the one originally identified, three sheds, and one outbuilding. Because the MHT site form did not include
adescriptionofthebam,itispossiblethatthebarnidentifiedisBam4thatCirca~identifiedgiventhatthisbuildingsappearto
date to the house construction while the other barns appear to be a later construction date, possibly the circa 1900 date that is
recorded in the Washington County real estate records. These buildings are located on the east side of Kieffer Funk Road on
an approximately 167.60-acre parcel well away from Kieffer Funk Road. The building is surounded by a mowed lawn with
scattered mature trees. Facing west, the building is set on rolling topography, above grade, with a single-lane gravel driveway
MARYLAND HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. 1
®
MIIIP No: WA-I-062
that leads from Kieffer Funk Road to the north of the house. Overhead utility lines run parallel to Kieffer Funk Road. A tree
line is visible to the east. The original information provided on the MHT form indicated a construction date of circa 1831. A
review of the Washington County real estate records indicate that the house was constructed circa 1900. Given the Georgian
style, and use of five-course American-bond brick and limestone, the circa 1831 date appears to be accurate.
House
This circa 1831, two-story, five-bay, side-gable, Georgian style, five-course American-bond brick house rests on a rusticated-
limestone foundation with one central-interior five-course American bond brick chimney and two interior-end five-course
American-bond brick chirmeys with corbelled caps. The roof is covered in asphalt shingles with metal gutters and downspouts
with a decorative cornice. There is a one-story, full-width, wood porch under a hipped roof supported by tapered, painted-
white wood colums with ionic capitals. One wood step leads from the porch to the front yard. Sash, double-hung, 6/6, wood-
frame windows flanked by painted-white wood shutters are typical on the fapade and elevations with sash, double-hung, 4/4,
wood-frame windows in the gable ends. The entrance on the fapade consists of two single-leaf, wood-panel doors with lights
with three-light transoms.
There is a two-story, two-bay, side-gable, Flemish-bond brick addition attached to the rear (east) elevation resting on a
Flemishlbond brick foundation with a basement with one interior-end Flemish-bond brick chimney. The roof is covered in
asphalt shingles. There is a one-bay, poured-concrete stoop. One poured-concrete step leads from the stoop to the yard. Sash,
double-hung, 1/1, wood-frame windows flanked by painted-white wood shutters are typical on the addition. The entrance on
the addition is a single-leaf, wood-panel door covered by a wood screen door. There is a double-leaf, metal storm cellar door
at grade level on the north side of the addition.
Smokehouse
To the house of the house, there is a circa 1831, one-story, one-bay, pyranidal roof, usticated-1inestone smokehouse resting
on a rusticated-limestone foundation. The roof is covered in asphalt shingles. No windows are visible on the smokehouse.
The entrance on the fapade is not visible.
Barn 1
To the northeast of the house, there is a circa 1900, one-and-a-half-story, one-bay, front-gable, wood-franc ban clad in
painted-red vertical wood siding and resting on a raised concrete-block foundation. The roof is covered in standing-seammetal. No windows are visible on the ban. The entrance on the fapade is a double-leaf, sliding, vertical wood plank door.
There is a single-leaf, wood door on the side (west) elevation.
Thereisaone-story,two-bay,shedroof,wood-frameadditionattachedtotheside(east)elevationcladinpainted-redvertical
woodsidingandrestingonaraisedconcrete-block foundation.Theroofiscoveredinstanding-seanmetal.Fixed,two-light,
wood-framewindowsaretypicalontheaddition.Theentranceontheadditionisasingle-1eafopening.
Barn 2
To the northeast of the house, there is a circa 1900, one-story, multiple-bay, side-gable, concrete-block ban resting on a
concrete-block foundation. The roof is covered in standing-seam metal with overhanging eaves. There is a one-story, full-
width,concrete-blockporchunderaroofoverhangingsupportedbywoodposts.Sash,double-hung,1/1,wood-framewindows
aretypicalonthefagadeandelevations.Theentranceonthefagadeisnotvisible.
Barn 3
To the northeast of the house, there is a circa 1900, one-story, one-bay, front-gable, wood-frame ban clad in painted-red
vertical-woodsiding.Thefoundationisnotvisibleduetotheslopeandsnowcoveringthegroundaroundthet)an.Theroofis
coveredincorrugatedmetal.Nowindowsarevisibleonthebam.Theentranceonthefapadeisadouble-leaf,sliding,vertical
wood door.
Thereisaone-story,one-bay,flatroof,wood-frameadditionattachedtotheside(south)elevationcladinpainted-redvertical
wood siding. The foundation is not visible due to the slope and snow covering the ground around the ban. The roof is
covered in corrugated metal. No windows are visible on the addition. The entrance on the addition is a double-leaf, sliding,
vertical wood door.
MARYLAND HSTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. 2
a
MIIIP No: WA-I-062
Barn 4
To the east of the house, there is a circa 1831, one-story, one-bay, front-gable, wood-frame ban clad in wood siding. The
foundation is not visible due to overgrown vegetation. The roof is covered in standing-seam metal. No windows are visible on
the barn. The entrance on the fapade is a double-leaf opening.
Shed 1
To the north of the house, there is a circa 1900, one-story, one-bay, side-gable, wood-frame shed clad in painted-white wood
weatherboard and resting on a concrete-block foundation. The roof is covered in asphalt shingles. No windows are visible on
the shed, although there is one window opening on the side (south) elevation that has been covered in vertical-wood planks.
The entrance on the fapade is not visible.
Shed 2
To the northeast of the house, there is a circa 1900, one-story, one-bay, shed roof, wood-frame shed clad in painted-red vertical
wood siding. The foundation is not visible due to the slope and parked cars in front of the shed. The roof is covered in asphalt
shingles. No windows are visible on the shed. The entrance on the fapade is not visible.
Shed 3
To the northeast of the house, there is a circa 1900, one-story, one-bay, shed roof, wood-frame shed clad in painted-red
vertical-woodsiding.Thefoundationisnotvisibleduetotheslopeandparkedcarsinfrontoftheshed.Theroofiscoveredin
cormgated metal. No windows are visible on the shed. The entrance on the fagade is not visible.
Outbuilding
To the south of the house, there is a circa 1900, two-story, three-bay, side-gable, concrete-block outbuilding resting on a
concrete-block foundation with one exterior-end Flemish-bond brick chirmey with a deteriorating stucco veneer. The roof is
covered in asphalt shingles. The windows on the fapade and elevations have been removed leaving only window openings.
Theentranceonthefapadeconsistsofthreesingle-leaf openings;thedoorsappeartohavebeenremoved.
There is a one-story, two-bay, shed roof, wood-franc addition attached to the rear (south) elevation clad in plywood siding.
The foundation is not visible due to overgrown vegetation. The roof is covered in asphalt shingles. No windows are visible on
the addition. The entrance on the addition is a single-leaf wood door that is falling off its hinges.
Potential Signiif lcance
Thiscirca1831houseandoutbuildingsappearstobeoccupiedandinfairtogoodcondition.ThebuildingisaGeorgianstyle,
that is common in Washington County, and the house has been added on to since its original construction. Further, while the
originalsmokehouseandoriginalbamarestillintact,additionaloutbuildingshavebeenaddedtothepropertycirca1900.This
#a¥t;C:i.,ydas[:;rft::tbfru:[£mogfe:meg;;;`t;e::dg_[agnthdc::°#[in;,#:s:agine£:Spe[e:°is#E::;e::ggunun;qui::a#::?t:C:
many small to mid-sized family fans spread throughout Washington County. Most of these fans are typical in that they
contain a main house along with several agricultural outbuildings such as bans, silos, and sheds. Many of them are
suroundedbyagricultunlfieldsandusunllysetwellawayfrommainroads.Thisresourceistypicalofthefamilyfamsfound
throuchout the County and does not appear to be a unique fan design or contain unique fan buildings. The house is a
Georgianstyle,whichiscommonthrou8houtWashingtonCountyandtheStateofMaryland.Thedesignandworkmanshipof
the building is undistinguished, and the construction materials are co-on (Criterion C). A preliminary review of historic
recordsincludingvariousmapsandhistoricalcontextsforWashingtonCountydoesnotindicatesignificantcontributionswith
events(CriterionA)orpersons(Criterions)associatedwiththeproperty.Today,WashingtonCountyisarunlcountywith
several small towns throughout the area. This resource is typical of residential examples found throughout the County and is
thereforenotuniquetotheCountyorarareexampleoftheGeorgianstyle.Consideringthis,thebuildingdoesnotappeartobe
potentiallyeligiblefortheNationalRegisterofHistoricPlacesunderCriteriaA,8,orC.
PhotoLog:Allphotosareprintedon100-yeararchivalqualitytrueblackandwhitephotopaperwithalustrecoating
Descrit]tionImage File_ name
MARYLAND HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. 4 MIIIP No: WA-I-062
Prepared by:Darn Muir, S Date Prepared:44-19
®
MARYLAND HISTORICAL TRUST
NR-ELIBILITv REVIEw FORn4
Continuation Sheet No. 3
a
®
MIIIP No: WA-I-062
WA-I-062 2019-02-21 01 tif
WA-I-062-2019-02-21-02-tif
WA-I-062-2019-02-21-03-tif
WA-I-062-2019-02-21-04-tif
WA-I-062-2019-02-21-05-tif
WA-I-062-2019-02-21-06-tif
WA-I-062-2019-02-21-07-tif
WA-I-062-2019-02-21-08-tif
WA-I-062-2019-02-2l-09-tif
WA-I-062-2019-02-2l-10-tif
WA-I-062-2019-02-21-11-tif
WA-I-062-2019-02-21-12-tif
WA-I-062-2019-02-21-13-tif
View of overview of site, looking northeast
View of house, smokehouse, ban 4, and outbuilding, looking east
View of house and ban 4, looking east
View of house, smokehouse, shed 1 and outbuilding, looking southeast
View of house; smokehouse, ban 4, and outbuilding, looking east
View of smokehouse and outbuilding, looking southeast
View of ban 2, looking southeast
View of ban 2, looking northeast
View of barn 1, looking east
View of barns 1 and 2, sheds 2 and 3, and ban 3, looking east
View of house; bans 2 and 3; and sheds I, 2, and 3, looking east
View of shed I and barn 3, looking east
View of house; sheds 1, 2, and 3; and barn 3, looking northeast
®
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Record #Type MIHP#Record
Status
Folder Status Status Date Task Name Comments
06-Oct-23 Historic District
Commission HDC Consensus for HP overlay on this property via email
Days in Review:24
Folder Status Status Date Task Name Comments
Note 12-Oct-23 Historical Review Not an HDC review area for additions. Structure not included in park hall survey area.
Passed - Info 12-Oct-23 Historical Review Updated by Script from EPR.
Days in Review:0
Folder Status Status Date Task Name Comments
Note 12-Oct-23 Historical Review The portion of this property on the MIHP is the tea room. This permit is in regards to the house also on
the property. No HDC Review required.
Passed - Info 12-Oct-23 Historical Review
Days in Review:24
Folder Status Status Date Task Name Comments
Passed - Info 21-Sep-23 Historical Review Updated by Script from EPR.
Note 21-Sep-23 Historical Review HDC Review for new construction does not occur in Park Hall RV.
Days in Review:0
Folder Status Status Date Task Name Comments
Note 02-Oct-23 Historical Review Property is in Ravenswood Heights survey done by MHT, not an HDC review area but sent a no review
contact letter.
Passed - Info 02-Oct-23 Historical Review Updated by Script from EPR.
Days in Review:3
Folder Status Status Date Task Name Comments
Note 11-Oct-23 Historical Review Renovations are to the interior only in existing space so no HDC review required. Structure is listed as
contributing so will be sending no review contact letter.
Passed - Info 11-Oct-23 Historical Review Updated by Script from EPR.
Days in Review:0
Folder Status Status Date Task Name Comments
Passed - Info 02-Oct-23 Historical Review Updated by Script from EPR.
Note 02-Oct-23 Historical Review Property is nearby the Wilson/Conococheague RV area. This property is not involved in that listing though the boundary touches it. No HDC review required.
Days in Review:0
Folder Status Status Date Task Name Comments
Note 04-Oct-23 Historical Review Blairs Valley is identified by MHT only and is not a RV for HDC review of this activity type. House was
built after the period of significance so did NOT send a no review contact letter to this owner.
Passed - Info 04-Oct-23 Historical Review Updated by Script from EPR.
Days in Review:0
Folder Status Status Date Task Name Comments
Passed - Info 11-Oct-23 Historical Review Updated by Script from EPR.
Note 11-Oct-23 Historical Review
Property is not located in a review area so no HDC review required. Majority of work is interior but some
roof work. Sending no review contact letter since there are multiple MIHP on this property or near
construction.
Days in Review:1
Folder Status Status Date Task Name Comments
Note 06-Oct-23 Historical Review Property has MIHP however structure is not in HDC review area and has also had extensive updates. No contact letter sent for this one.
Passed - Info 06-Oct-23 Historical Review Updated by Script from EPR.
Days in Review:1
Activity Count:10
Note Passed - Info Total
7 7 7
1 1 1
1 1 1
0 0 1
9 9 10Total1
Zoning Ordinance Amendment Total 1
Revision Total 0
0
Residential New Construction Permit Total 0
Residential Addition-Alteration Permit Total
Review Activities Summary
Application Type Application Number No Comments
10-Oct-23 LOR 14245 NATIONAL PIKE
1,664 SQ. FT. INTERIOR RENOVATIONS TO
INCLUDE REMOVE AND REPLACE DRYWALL AND
INSULATION THROUGHOUT FIRST AND SECOND
FLOOR, REMODEL KITCHEN, ADD WALLS TO
CREATE NEW FULL BATHROOM ON FIRST
FLOOR, RELOCATE FULL BATHROOM ON SECOND FLOOR, NEW WINDOW IN OFFICE,
NEW WINDOW IN BEDROOM, NEW METAL
2023-05035 Residential Addition-
Alteration Permit II0244 Review 29-Sep-23 05-Oct-23 LOR 7320 CATTLE RUN LANE
1,384 SQ. FT. TWO STORY ADDITION ON
CONDITIONED CRAWL SPACE TO REAR OF
DWELLING, FIRST FLOOR TO BE USED AS
KITCHEN, SECOND FLOOR TO BE USED AS HOME
OFFICE, EXISTING KITCHEN IN DWELLING TO BE
REMOVED AT A LATER DATE, FRAME
CONSTRUCTION, PRE-ENGINEERED ROOF
2023-05066 Residential Addition-
Alteration Permit V026; V025 Review 29-Sep-23
02-Oct-23 LOR 12527 ROCKDALE ROAD, LOT 7/8
INSTALL (4) INTELLIJACKS AND 19 LNFT OF
SUPPLEMENTAL BEAM TO PROVIDE SUPPORT TO EXISTING FRAMING SYSTEM
CONOCOCHEAGUE HEIGHTS, LOT 7/8
2023-04916 Residential Addition-
Alteration Permit Review 22-Sep-23 04-Oct-23 LOR 13527 BLAIRS VALLEY
ROAD
930 SQ. FT. ONE STORY ADDITION TO LEFT OF
DWELLING ON FULL UNFINISHED WALKOUT BASEMENT, WITH PARTIAL (279 SQ. FT.) CRAWL
SPACE, TO BE USED AS A LIBRARY AND
BEDROOM, 300 SQ. FT. INTERIOR
RENOVATIONS TO CONVERT EXISTING GARAGE
TO BE USED AS EXPANDED NEW BEDROOM
WITH TUB, WALK-IN CLOSET, AND LAUNDRY
2023-04919 Residential Addition-Alteration Permit Approved 22-Sep-23
29-Sep-23 LOR 1211 FREDERICK STREET
56 SQ. FT. INTERIOR RENOVATIONS TO
REMODEL FULL BATHROOM ON SECOND FLOOR TO INCLUDE ADDING A NEW WALL, REPAIR OF
A JOIST AND A RAFTER
2023-04906 Residential Addition-Alteration Permit Review 21-Sep-23 11-Oct-23 LOR 21564 LEITERSBURG SMITHSBURG ROAD
40 SQ. FT. INTERIOR RENOVATIONS TO CREATE
NEW FULL BATHROOM IN EXISTING SPACE ON
FIRST FLOOR
2023-04880 Residential Addition-Alteration Permit Approved 20-Sep-23
18-Sep-23 LOR 20463 JEFFERSON
BOULEVARD
REVISION TO PORCH TO BE HALF BATH AND
CLOSET ONLY, DEMOLITION AND RE-
CONSTRUCTION OF 320 SQ. FT. FINISHED SPACE
REAR ADDITION TO BE USED AS LAUNDRY
ROOM, FULL BATH, AND FAMILY ROOM, FRAME
CONSTRUCTION, ROOF RAFTERS
2023-04864 Residential New Construction Permit Review 19-Sep-23 21-Sep-23 S-22-031 4654 COURIE DOON LANE, LOT 3
2,719 SQ. FT. FINISHED SPACE TWO STORY
SINGLE FAMILY DWELLING ON FULL
UNFINISHED COVERED WALKOUT BASEMENT
WITH ROUGH IN FOR FUTURE LAUNDRY AND
FULL BATH, ATTACHED TWO CAR SIDE LOAD GARAGE, COVERED FRONT, REAR, AND RIGHT
SIDE PORCHES, WOOD BURNING FIREPLACE IN
2021-
04878.R02 Revision Approved 18-Sep-23
11-Sep-23 13215 SMITHSBURG PIKE
SMITHSBURG, MD 21783 13215 SMITHSBURG PIKE
2023-04782 Residential Addition-
Alteration Permit Review 13-Sep-23 12-Oct-23 S-95-076 21131 ROYS LANE,
LOT 4
320 SQ. FT. ATTACHED COVERED SCREENED IN
PORCH TO RIGHT SIDE OF DWELLING WITH
STEPS TO GRADE, COMPOSITE DECKING, FRAME
CONSTRUCTION, ROOF RAFTERS
CARROLL BOYER, LOT 4
RZ-23-007 Zoning Ordinance
Amendment IV029
PC
Recommend
ation
07-Sep-23
Historic Review Activity 09/21/2023 thru 10/19/2023
Open Date Date Assigned Location Description Workflow Info
DEPARTMENT OF PLANNING & ZONING PLANNING | ZONING | LAND PRESERVATION | FOREST CONSERVATION | GIS
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
2024 HISTORIC DISTRICT COMMISSION MEETINGS
The Historic District Commission meets at 7:00 p.m. in the Washington County Administration Building 100 West Washington Street, Room 2001
January 3, 2024
February 7, 2024
March 6, 2024
April 3, 2024
May 1, 2024
June 5, 2024
July 3, 2024
August 7, 2024
September 4, 2024
October 2, 2024
November 6, 2024
December 4, 2024
The Historic District Commission reserves the right to cancel and/or change
the meeting dates and times as needed.