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HomeMy WebLinkAbout09 - September AgendaLloyd Yavener, Chair Washington County Michael Lushbaugh Justin Bedard, Vice Chair Tyler Milam Ann Aldrich Gregory Smith Brianna Candelaria Randal Leatherman, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COUNTY, MARYLAND AGENDA September 3, 2025 Regular Meeting - 6:00 p.m. Washington County Administration Complex, 100 West Washington Street, Room 2001, Hagerstown, MD 21740 CALL TO ORDER AND ROLL CALL NEW BUSINESS 1. Residential Addition -Alteration (2025-03697) - 17827 Spielman Road (WA -II -277. FairDla Rural Village) — (Discussion/Approval) - Installation of (33) 13.20 kW roof mounted solar panels on dwelling * 2. HTC-25-002. 817 The Terrace. WA -HAG -146 (Oak Hill Historic District) — (Discussion/Comments) — Part 1 and Part 2 applications for tax credits for the John Pang born House * OLD BUSINESS 1. HTC-25-001. 32 E Baltimore Street. Funkstown — WA -I-639 — (Discussion/Comments) — Part 2 project description clarifications from staff from site visit 8/21/2025 OTHER BUSINESS 1. Correspondence a. Section 106 Consultation: 1-70 Bridge Nos. 2111503 and 2111504 over MD 632 - No Properties Affected (16539) * b. HTC-24-002, Williamson, Status Update to Withdrawn 2. Staff Report a. Staff Reviews * b. Legislative Priorities Update c. City of Hagerstown Outreach, Tax Credits d. Comprehensive Plan Status ADJOURNMENT UPCOMING MEETING 1. Wednesday, October 1, 2025, 6:00 p.m. *attachments 747 Northern Avenue Hagerstown, MD 21742 240.313.2430 240.313.2431 7-1-1 WWW.WASHCO-MD.NET Washington County Historic District Commission MEMORANDUM To: Washington County Historic District Commission From: Meghan Jenkins, GISP, GIS Coordinator - Historic District Commission Staff Date: August 21, 2025 Subj: Residential Addition -Alteration Permit/Solar Panels, 2025-03697 Staff Report and Analysis Property Owner: MOYERS DOUGLAS ET AL, MOYERS RUTH Applicant: David Schildtknecht Location: 17827 SPIELMAN Road Tax Account ID: 12005628 Map/Grid/Parcel/Lot: 67/2/144/ Legal Description: LOT .45 ACRES17827 SPIELMAN ROAD Zoning: Rural Village Rural Village: Fairplay (MHT-C) Historic Rural Village Project Description: Installation of (33) 13.20 kW roof mounted solar panels on dwelling Applicable Law and Review Criteria: The HDC is enabled through Article 20 of the Zoning Ordinance for Washington County, MD. Specifically Section 20.3.a states: "The Commission shall act upon all applications as required by Section 20.6, Historic Preservation district, Section 5D.4, Rural Village District and Article 20A, Antietam Overlay District of this Ordinance." The HDC shall consider only exterior features of a structure that would affect the historic, archeological, or architectural significance of the site or structure, any portion of which is visible or intended to be visible from a public way. It does not consider any interior arrangements, although interior changes may still be subject to building permit procedures. 1. The application shall be approved by the HDC if it is consistent with the following criteria: A. The proposal does not substantially alter the exterior features of the structure. B. The proposal is compatible in character and nature with the historical, cultural, architectural, or archeological features of the site, structure, or district and would not be detrimental to achievement of the purposes of Article 20 of the County Zoning Ordinance. C. The proposal would enhance or aid in the protection, preservation and public or private utilization of the site or structure, in a manner compatible with its historical, archeological, architectural, or cultural value. 747 Northern Avenue, Hagerstown, MD21742-2723 240,313.2430 Ii: 24031 3.24 1 , Hearing un pai red; 7-1-1 WWW_WASHCO-MD_NET Washington County Historic District Commission D. The proposal is necessary so that unsafe conditions or health hazards are remedied. E. The Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings and subsequent revisions are to be used as guidance only and are not to be considered mandatory. 2. In reviewing the plans for any such construction or change, the HDC shall give consideration to and not disapprove an application except with respect to the factors specified below. A. The historic or architectural value and significance of the site or structure and its relationship to the historic or architectural value and significance of the surrounding area. B. The relationship of the exterior architectural features of the structure to the remainder of the structure and to the surrounding area. C. The general compatibility of exterior design, scale, proportion, arrangement, texture, and materials proposed to be used. D. Any other factors, including aesthetic factors, that the Commission deems to be pertinent. 3. The HDC shall be strict in its judgment of plans for those structures, sites, or districts deemed to be valuable according to studies performed for districts of historic or architectural value. The HDC shall be lenient in its judgment of plans involving new construction, unless such plans would seriously impair the historic or architectural value of surrounding structures. For Rural Villages, additional review criteria for applications are listed in Section 5D.5 Architectural Review of the Zoning Ordinance and include: 1. The exterior appearance of existing structures in the Rural Village, including materials, style, arrangement of doors and windows, mass, height and number of stories, roof style and pitch, proportion. 2. Building Size and Orientation 3. Landscaping 4. Signage 5. Lighting 6. Setbacks 7. Accessory structures Secretary of Interior Standards which may be applicable to this project review include: 9. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. 10. New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. 747 Northern Avenue I Hagerstown, MD 21742-2723 24031 3240 i i= 240,313.2431 I Hearing Im pai red; 7-1-1 WWWWASH O-MD_NET Washington County Historic District Commission Washington County Design Guidelines for Historic Structures which may be applicable to this project review include: Guidelines for Roofs (p.67) 5. New skylights, mechanical and service -related equipment or pipes, chimneys or other projections, including solar panels should be located so that they are not visible from a public right-of-way. If able, roof mounting of mechanical equipment and solar panels should be avoided. If ground mounted these systems should still not be visible from the public right-of-way. Guidelines for Solar (p.78) Traditional Roof -Mounted Solar Panels should 1. Have a low -profile. 2. Be mounted less than or equal to six inches above the surface of the roof (to the face of the panel). 3. Be consistent with the existing slope of the supporting roof. 4. Set solar panels back from the edges and ridge of the roof. 5. Place any conduits for connections to electrical meters on the inside of the building or on a secondary elevation. 6. Locate conduits, inverters, storage units, or other hardware associated with the panels on the interior or on secondary elevations with limited visibility from the public rights -of -way. 7. Blend with the surrounding features of the historic resource with respect to color of the panel, support racks, and conduits. 8. Be arranged in an organized configuration and avoid disjointed and multi -roof solutions. This may require the relocation of modern vents, and, pipes. Staff Report: This project is located in the Fairplay Historic Rural Village which is located at the intersection of Spielman Road and Fairplay Road. It is west of the Rural Village of Tilghmanton and Maryland Route 65 Sharpsburg Pike. The rural village contains 22 contributing resources and 4 non-contributing with a period of significance from 1830-1900. The inventory form was evaluated under Criterion C. Primary materials in the rural village include stone foundations, with wood walls/weatherboard/brick and roofs of synthetics, stone and or metal. The structure (#18) is listed as contributing and described as follows: two-story vernacular residence with laterally -oriented gable roof of standing -seam metal; interior brick chimney; synthetic siding; two -bay facade, with main entrance centered on facade, shielded by single - story pedimented portico supported by attenuated replacement wood supports; one-story wing, including a breezeway, is on the left side (c. 1840)" — MIHP WA -II -277, Fairplay The permit application is for the installation of (33) 13.20 kW roof mounted solar panels on the dwelling on two rear roof sections of the two-story main portion of the dwelling and one streetside elevation for the single -story wing as well as its rear elevation. While undated, the wing to the side is an enclosed breezeway to a single car garage and is constructed of asphalt shingles while the main portion 747 Northern Avenue, Hagerstown, MD 21742-2723 240,313.2430 i i 244,313.2431 , Hearing impaired; 7-1-1 WWW_WASHO-Ml_N€T Washington County Historic District Commission has a deteriorated metal roof. The application document does note a need for a new metal roof prior to installation of the panels. Staff Analysis: The proposed solar panels are at a low profile with the mounts indicating they are 4.68-6" in height. No changes are proposed in the slope of the roof. Equipment for the panels appears to be placed near existing utility meters to the east side of the structure. The panels are a dark color similar to existing roofing materials. The panels visible from the right-of-way are symmetrical and joined in a way to not have any gaps in panels. The panels visible from the right-of-way, while placed on the single -story structure will have minimal visibility to the majority of the structures contributing to this rural village due to its setback from the road and subordinate position to the main two story portion of the structure. The panels with visibility from the right of way are also placed on the single -story portion which appears to be more modern and less impactful to the historic portion of the structure. The panels meet most County guidelines regarding solar placement for these reasons. Their placement does not conflict with review criteria under Article 20 or Section 5D.5 of the zoning ordinance. Staff Recommendation: Recommend approval of the Residential Addition -Alteration Permit/Solar Panels, permit number 2025- 03697, in Fairplay Historic Rural Village for the reasons stated in the Staff Analysis. Respectfully Submitted, 41a/ kmJ Meghan Jenkins, GISP Historic District Commission Staff Attachments: • Photos provided by Staff • Permit Submission Packet 747 Northern Avenue I Hagerstown, MD21742-2723 ~ 24031 3240 i 1= 240,313.2431 I Hearing Impaired; 7-1-1 WWW_WASHCO-MD_NET WashQington County Historic District Commission Picture 1 - Looking East, west elevation showing one story garage and lean to. 747 Northern Avenue i Hagerstown, MD21742-2723 ~ 2403 E3243{) i i= 240,313.2431 I Hearing Impaired; 7-1-1 WWW_WASHCO- Mc NET WashQington County Historic District Commission Picture 2: Looking south, north side of the 2 -story structure. 747 Northern Avenue i Hagerstown, MD21742-2723 ~ 2403 E32430 i f 240,313.2431 I Hearing Impaired; 7-1-1 WWW_WASHCO- Mc NET WashQington County Historic District Commission Picture 3: Looking south, north side of the 1 -story structure. 747 Northern Avenue i Hagerstown, MD21742-2723 ~ 2403 132430 i f 240,313.2431 I Hearing Impaired; 7-1-1 WWW_WASHCO- Mc NET ;�i Washington Cur Historic District Commission Picture 4: Looking southwest along right of way at east side of the structure 747 Northern Avenue i Hagerstown, MD21742-2723 ~ 2403 E3243{) i f 240,313.2431 I Hearing Impaired; 7-1-1 WWW_WASHCO- Mc NET DAVID C. HE NA IDE , PE 5l; 4I1A M1-2 41 r'n-sl ct t Ave., $lue A. 4l-# 45!41 CLIVC1tiernaT3&ZP br ALL -0m DATE: July 15, 2025 RE: 17827 Spielman Rd Fairplay, MD, 21733, USA To Whom It May Concern, As per your request, Exactus Energy has inspected the structure and has conducted a structural assessment of the building at the above address. PV solar panels are proposed to be installed on roof areas as shown in the submitted plans. The panels of Roof 1 and Roof 2 are clamped and attached to the roof decking with a rail -less mounting system. The panels of Roof 3 are clamped which are attached to the roof with Solar Stack Pedestal mounting system adhered with ICP POLYSET AH-160 foam adhesive while the panels of Roof 4 are clamped to rails which are attached to the roof with a flushed mounting system.The PV system (PV modules, racking, mounting hardware, etc.) shall be installed according to the manufacturer's approved installation specifications. The Engineer of Record and Exactus Energy claim no responsibility for misuse or improper installation. It was found that the roof structures satisfactorily meet the applicable standards included in the IBC 2021, IRC 2021, and ASCE 7-16 as well as the design criteria shown below: Design Criteria: Risk Category = II Exposure Category = B Wind speed = 115 mph Ground snow load = 30 psf Roof dead load = 9 psf Solar system dead load = 3 psf Overall, the roof area, along with the upgrades noted appended on this letter, is structurally adequate to support the PV alteration. Roof 4 must be re -roofed to new metal roof prior to installation. This letter was completed in accordance to recognized design standards, professional engineering experience, and judgement. Prior to installation, the on -site contractor must notify Exactus Energy if there are any discrepancies, or damages to the members, that was not addressed in the plan set. If you have any further questions, please do not hesitate to contact me Acknowledged by rAT*N i �W PRAPfY iOR �S 0X MR AID DMI I FR PR DORAP IOl'SBl' W.AESTM1Tf AR A M LIE LARD "ESSi01OF EN JWM uWER NE �R O i STAID OF ue* . LAERSE x0.0.VZi�LW6.Jffi SIDE VIEW - RAFTER CONNECTION UPGRADES SQIEMATIC DEPICTION OF MP T REQUIRES UPGRADES NTS RAFTER CONNECTION UPGRADES ROOF 4 REQUIRES STRUCTURAL UPGRADES. EACH RAFTER CONNECTION SHALL BE REINFORCED WITH SIMPSON LTP4 PLATES ON BOTH SIDES. REFER TO SHEET S4 FOR SPECIFICATIONS. INSTALLATION NOTES • POSITION THE LTP4 PLATE CENTERED OVER THE RAFTER INTERSECTION, ENSURING FULL CONTACT WITH BOTH MEMBERS. • FASTEN (N) SIMPSON LTP 4 PLATE TO (E) RAFTER USING SIMPSON STRONG -DRIVE CONNECTOR SCREWS. Critter Guard Solarstack on R3 Raised Rib Metal Roof on R4 ROOF:#1 PITCH: 24° AZIMUTH: 357° u ROOF:#2 PITCH: 23° AZIMUTH: 177° KEY FIRE SAFETY ZONE ROOF:#3 AZIMUTH: AMUTH: 86° 1' PATHWAYS AROUND PERIMETER OF ROOF PLANES PLAN VIEW TOTAL ROOF AREA: 1633 SQFT SOLAR ARRAY AREA: 693.66 SOFT THE SOLAR ARRAY IS 42.5% OF THE PLAN VIEW TOTAL ROOF AREA NOTES: 1. THE SYSTEM SHALL INCLUDE (33) LONGI LR5-54HABB-400M. 2. SNAPNRACK TOPSPEED WILL BE INSTALLED IN ACCORDANCE WITH SNAPNRACK INSTALLATION MANUAL. 3. SNAPNRACK SOLAR RAIL WILL BE INSTALLED ON R4 IN ACCORDANCE WITH SNAPNRACK INSTALLATION MANUAL. 4. SOLAR STACK MOUNT KIT WILL BE INSTALLED ON R3 IN ACCORDANCE WITH SOLAR STACK INSTALLATION MANUAL. 3. REFER TO STRUCTURAL DRAWING FOR SECTIONS MARKED AND ADDITIONAL NOTES. SOLAR PANEL LAYOUT Scale: 1/8" = 1'-0" 3-10"_43, 10" I-i ROOF:#4 PITCH: 38° AZIMUTH: 178° oer SE�411�aRr ' .s�kw'..l9gg3rG�2r °n�k7HAL n mxm••^'4l David C. Hernandez, PE Digitally signed by David C. Hernandez, PE Date: 2025.07.15 09:45:43 -04:00 C,_ SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888) 497-3233 This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. e[international Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30dPSF (33) LONGi LR5-54HABB-400M (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 GOO eap Washington Potomac Edison "ame Solar Panel Layout - e July 9, 2025 AS NOTED [MD24753 A-1 EQUIPMENT LOCATION PLAN Scale: NTS NOTE: EQUIPMENT LOCATION PLAN IS APPROXIMATE, EXACT LOCATION TO BE VERIFIED WITH INSTALLATION CREW AND HOME OWNER AT THE TIME OF INSTALLATION. LOAD CENTER David C. Hernandez, PE Digitally signed by David C. Hernandez, PE Date: 2025.07.15 09:45:43 -04:00 UTILITY DISCONNECT SWITCH EXISTING METER KISTING ELECTRICAL PANEL Cd SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888) 497-3233 This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. International Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30dPSF (33) LONGi LR5-54HABB-400M ene,(9 (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 GoodLeap Washington Potomac Edison game Equipment Location Plan - — July 9, 2025 AS NOTED MD24753 E-� 1 STRING OF 11 MODULES IQ8+-72-M-US MICRO INVERTER 1 + JI 1 STRING OF 11 MODULES IQ8+-72-M-US MICRO INVERTER 1 STRING OF 11 MODULES IQ8+-72-M-US MICRO INVERTER 1 + JI IQB+-72-M-US IQB+-72-M-US MICRO INVERTER MICRO INVERTER 1 + JI ti ti 1 ARRAY GROUND TO M� IQB+-72-M-US IQB+-72-M-US MICRO INVERTER MICRO INVERTER 1 + JI fl ARRAY GROUND TO M� IQB+-72-M-US IQB+-72-M-US MICRO INVERTER MICRO INVERTER MODULE SPECIFICATIONS MODEL NUMBER LR5-54HABB-400M PEAK POWER 400 W RATED VOLTAGE (Vmpp) 30.94 V RATED CURRENT (Imp) 12.93 A OPEN CIRCUIT VOLTAGE (Voc) 37.05 V SHORT CIRCUIT CURRENT (Isc) 13.72 A MAXIMUM SYSTEM VOLTAGE 1500VDC INVERTER SPECIFICATIONS MODEL NUMBER IQ8PLUS-72-M-US MAXIMUM DC VOLTAGE 60 V MAXIMUM POWER OUTPUT 290 W NOMINAL AC VOLTAGE 240 VAC MAXIMUM AC CURRENT 1.21 A CEC EFFICIENCY 97.0% ARRAY DETAILS NO. OF MODULES PER STRING 11 11 11 NO. OF STRINGS 1 1 1 ARRAY WATTS AT STC 4400 4400 4400 + �I ti ti 1 ARRAY GROUND TO M� 6 TRANSITION BOX TRANSITION Box TRANSITION BOX 3 -LINE DIAGRAM IQ COMBINER 5 (X -IQ -AM 1-240-5-HDK) ENVOY (FACTORY INCLUDED) 1 OLD OJ2 2 �J15 If' zo 3 Ip p�''II :LD OJ2 L L2 WIRE/CONDUIT SCHEDULE ARRAY TAG DESCRIPTION WIRE SIZE/TYPE NOTES 1 Panel to Micro Inverter PV Wire (Factory Made) INTEGRATED 2 Micro Inverter to Micro Inverter Pre -Manufactured Cable 3 Micro Inverter to Transition Box Pre -Manufactured Cable 3A Transition Box to Load Center #10 THHN/THWN-2 INTEGRATED 4 Load Center to AC Disconnect #8 Cu THHN/THWN-2 5 AC Disconnect to Interconnection Point #8 Cu THHN/THWN-2 6 Equipment Grounding Conductor #8 Cu Bare Copper Wire 7 Equipment Grounding Conductor #8 Cu THHN/THWN-2 8 Grounding Electrode Conductor #6 Cu UTILITY BI-DIRECTIONAL ELECTRIC METER r ------ I I O I I M I I I I I _ I I I I AC DISCONNECT IS I I LOCKABLE, TAGGABLE, VISIBLE BREAK, 2417 I — o I ACCESSIBLE I > m I I I I SOLAR BREAKER LOCATED OPPOSITE OF MAIN BREAKER DU222RB I UTILITY I I AC DISCONNECT I I AMP RATING: 60A VOLT RATING:240V NI I FSS I I 50A LIGHTNING o-� ARRESTER a I I I I I GND I O I I O I B D— i O N L2 L1 I I EXISTING L --------------J GROUND - MAIN SERVICE PANEL 225A, 240VAC, 1PH, 3W+G GENERAL ELECTRIC NOTES: NEC2020 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT USED SHALL BE UL LISTED, UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 4. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE AN INSULATION RATING OF 600V, 90°C, UNLESS OTHERWISE NOTED 5. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO THE NEC. CONDUCTORS AMPACITY SHALL BE DE -RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 6. ALL CONDUCTORS, EXCEPT PV WIRE SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 7. AC DISCONNECT SHOWN IS REQUIRED IF THE UTILITY REQUIRES VISIBLE -BLADE SWITCH. 8. EXPOSED NON -CURRENT CARRYING METAL PARTS SHALL BE GROUNDED AS PER NEC. 9. LINE SIDE INTER -CONNECTION SHALL COMPLY WITH NEC. 10. SMS MONITORING SYSTEM AND IT'S CONNECTION SHOWN IS OPTIONAL. IF USED, REFER TO SMS INSTALLATION MANUAL FOR WIRING METHODS AND OPERATION PROCEDURE. 11. ASHRAE FUNDAMENTAL OUTDOOR DESIGN TEMPERATURES DO NOT EXCEED 47°C IN THE U.S. (PHOENIX, AZ OR PALM SPRINGS, CA) 12. FOR LESS THAN 9 CURRENT -CARRYING CONDUCTORS IN ROOF MOUNTED SUNLIGHT CONDUIT USING THE OUTDOOR TEMPERATURE OF 47*C 12.1. 10AWG CONDUCTOR ARE GENERALLY ACCEPTABLE FOR MODULES WITH AN Isc OF 9.6 AMPS WITH A 15 AMP FUSE. WIRE SIZING FOR OCPD EX (Isc *(1.25)(1.25)(# OF STRINGS IN PARALLEL) = WIRE AMPACITY OR USING NEC TABLE 690.8 Cd SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888)497-3233 DNabFmr. This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. uiltli g Cotle International Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 tl Speetl 115 MPH 30 PSF (33) LONGi LR5-54HABB-400M Cana, (33) IQ8+-72—M—US oc syaren, size 13.200 kW ac syaren, size 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 PaMerlLenUer GoodLeap urliry Washington Potomac Edison ,Name Electrical 3 -Line Diagram G.— ey ---- July 9, 2025 s�aia AS NOTED ob N�moa, MD24753 = E-2 ASI INSTALLATION MANUAL FOR PROPER PLACEMENT (TYP) Structural Details S1 Truss 2x4O.C.24" 24" NCITFC 1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF INTERNATIONAL RESIDENTIAL CODE (IRC 2021), LOADING CODE (ASCE 7-16), WOOD DESIGN CODE (NDS 2015), AND LOCAL REQUIREMENTS. 2. LOAD CRITERIA PER : TOP OF MODULE HEIGHT MODULE HEIGHT „-4j„ 4.68"-6" • EXPOSURE CATEGORY "B" • GROUND SNOW LOAD, Pg = 30 PSF • LATERAL LOAD RISK CATEGORY "II" • ULTIMATE DESIGN WIND SPEED=115 MPH STRUCTURAL ATTACHMENT DETAIL - ROOF Si 3. SOLAR PANELS AND RACKING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. FOLLOW ALL LOCAL AND FEDERAL SAFETY REQUIREMENTS. Y y O w w DO O Y } O Z 2 ♦° d David C. Hernandez, PE Digitally signed by David C. Hernandez, PE Date: 2025.07.15 09:45:43 -04:00 C,_ SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888)497-3233 axa•M.,: This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. International Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30dPSF (33) LONGi LR5-54HABB-400M ene,(9 (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 GoodLeap Washington Potomac Edison N -Structural Attachment Details - — July 9, 2025 AS NOTED �MD24753 SI 5.0 x 60 Structural Details S2 Rafter 3x4 O.C. 34" NCITFC 1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF INTERNATIONAL RESIDENTIAL CODE (IRC 2021), LOADING CODE (ASCE 7-16), WOOD DESIGN CODE (NDS 2015), AND LOCAL REQUIREMENTS. 2. LOAD CRITERIA PER : THING ULTRA RAIL 5.0 x 60 SCREW • EXPOSURE CATEGORY "B" • GROUND SNOW LOAD, Pg = 30 PSF • LATERAL LOAD RISK CATEGORY "II" • ULTIMATE DESIGN WIND SPEED = 115 MPH STRUCTURAL ATTACHMENT DETAIL - ROOF S2 3. SOLAR PANELS AND RACKING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. FOLLOW ALL LOCAL AND FEDERAL SAFETY REQUIREMENTS. RACKET ACED EVERY I.C. MAX) X16 OR M8 BOLT OTTOM CHANNEL METAL ROOFING RT2-00-MINIBK tYL FLASHING David C. Hernandez, PE Digitally signed by David C. Hernandez, PE Date: 2025.07.15 09:45:43 -04:00 C,_ SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888) 497-3233 axa•M.,: This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. eInternational Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30dPSF (33) LONGi LR5-54HABB-400M ene,(9 (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 GoodLeap Washington Potomac Edison N -Structural Attachment Details - - July 9, 2025 AS NOTED �MD24753 J-2 David C. Hernandez, PE Digitally signed by David C. Hernandez, PE Date: 2025.07.15 09:45:43 -04:00 SOLAR MODULE SOLAR STACK PEDESTAL ROOF TILE UNDERLAYMENT ATTACHED TO ROOF SHEATHING IN ACCORDING WITH INTERNATIONAL RESIDENTIAL CODE/ROOF TILE INSTALLATION MANUAL ICP POLYSET AH-160 CODE APPROVED FOAM ADHESIVE Structural Details S3 Rafter 2x6 O.C. 24" NCITFC 1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF INTERNATIONAL RESIDENTIAL CODE (IRC 2021), LOADING CODE (ASCE 7-16), WOOD DESIGN CODE (NDS 2015), AND LOCAL REQUIREMENTS. 2. LOAD CRITERIA PER : RAFTERS RUBBER MEMBRANE ROOF ROOF SHEATHING • EXPOSURE CATEGORY "B" • GROUND SNOW LOAD, Pg = 30 PSF • LATERAL LOAD RISK CATEGORY "II" • ULTIMATE DESIGN WIND SPEED=115 MPH STRUCTURAL ATTACHMENT DETAIL - ROOF S3 3. SOLAR PANELS AND RACKING SYSTEMS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 4. FOLLOW ALL LOCAL AND FEDERAL SAFETY REQUIREMENTS. C,_ SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888)497-3233 axa•M.,: This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. International Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30PSF (33) LONGi LR5-54HABB-400M ene,(9 (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 Good Leap Washington Potomac Edison N -Structural Attachment Details - - July 9, 2025 AS NOTED �MD24753 J-3 Bill Of Materials Product Count Mounts Without Spacers 36 Mounts With Spacers 20 Clamps Without Spacers 0 Clamps With Spacers 8 Bill Of Materials Product Count RT Mini Attachment 20 Ultra Rail - Landscape 4 Ultra -Rail - Portrait 2 Bill Of Materials Product Count Solar Stack 22 KEY MOUNTS WITHOUT SPACERS MOUNTS WITH SPACERS CLAMPS WITHOUT SPACERS CLAMPS WITH SPACERS Solar Attachment (See Sheet S-3 For Details) ROOF RIDGE SOLAR PANEL FOOTING PLAN R1 Scale: 1/8" = 1'-0" ROOF RIDGE SOLAR PANEL FOOTING PLAN R3 Scale: 1/8" = 1'-0" 1. SNAPNRACK TOPSPEED SHALL BE INSTALLED IN ACCORDANCE WITH SNAPNRACK INSTALLATION MANUAL. 2. ADD TOPSPEED CLAMP IF GREATER THAN (SOLAR PANEL LENGTH / 4) FOR LANDSCAPE OR (SOLAR PANEL WIDTH /4) FOR PORTRAIT 3. NO SOLAR PANEL SHALL CANTILEVER MORE THAN 1/4 SOLAR PANEL LENGTH OR WIDTH DEPENDING ON ORIENTATION. UNLESS FOR MANUFACTURER SPECIFIED CLAMPING ZONE NOTES: 1. SOLAR STACK SHALL BE INSTALLED IN ACCORDANCE WITH SOLAR STACK INSTALLATION MANUAL. 1. SNAPNRACK SOLAR MOUNT RAIL SHALL BE INSTALLED IN ACCORDANCE WITH SNAPNRACK INSTALLATION MANUAL. 2. "L" FEET SHALL BE SPACED AT A MAXIMUM OF 4O/C. 3. AN "L" FOOT SHALL BE PLACED WITHIN 25% OF MAXIMUM "L" FOOT SPACING (16" MAX.) AT THE CANTILEVERED END OF EACH SECTION OF RAIL. 4. MAX OVERHANG (CANTILEVER) OF MODULES SHALL NOT EXCEED 12". ROOF RIDGE T 11TT1T1 �4��. f9993rf6\��r$ SIOHAL SOLAR PANEL FOOTING PLAN R2 �� ��° Scale: 1/8" = V-0" Digitally signed by David DavidCHernandez Hernandez Date: 215 1028:27-0400' ROOF RIDGE SOLAR PANEL FOOTING PLAN R4 Scale: 1/8" = 1'-0" Solar Mount Rail (TYP) Solar Attachment (See Sheet S-2 For Details) 3x4 Rafters @ 34 O.C SolarEnergyWorld Because Tomorrow Matters Solar Energy World LLC. 14880 Sweitzer Lane Laurel, MD 20707 (888) 497-3233 This drawing is the property of Solar Energy World Inc. The information herein contained shall be used for the sole benefit of Solar Energy World. It shall not be disclosed to others outside the recipient's organization, in whole or in part, without the written permission of Solar Energy World, except in connection with the sale and use of the respective Solar Energy equipment. eInternational Residential Code (IRC) 2021 National Electrical Code (NEC) 2020 115 MPH 30dPSF (33) LONGi LR5-54HABB-400M enert9 (33) IQ8+-72-M-US 13.200 kW 9.570 kW Douglas Moyers 17827 Spielman Rd Fairplay, MD, 21733 Good Leap Washington Potomac Edison game Solar Panel Footing Plan - — July 9, 2025 AS NOTED �MD24753 s-4 Washington County ��. v.01/26/2024 Application for Historic Properties Tax Credit ORDINANCE 2024-23 Part I — Evaluation of Significance HTC Number (HDC office use only): --._...—...—...—...—...-----...................................................._----__.__-___ _ _.__".__.__. Instructions: Fill out this form for determination of whether the historic structure is located within a qualifying area. Owners of properties that have the Historic Preservation Zoning Overlay do NOT need to complete this form. For structures under MHT Easement, a copy of the easement document must be included. PROPERTY INFORMATION Property Name John C. Pangborn, Sr. House Street Address 817 The Terrace City Hagerstown Zip 21742 Check all designations that apply: Historic Structure in the Antietam Overlay 1 or 2 Historic Structure contributing to a Historic Rural Village Historic Structure under MHT Easement ❑� Historic Structure in an eligible municipality (list below) Municipality APPLICANT INFORMATION NameAmelie Lavenant-Wink Street Address 817 The Terrace City Hagerstown State-- Zip21742 Telephone- Email Address - PROJECF CONTACT (if different from applicant) Name Company Street Address City State --- Zip Telephone0000000000 Email Address Page 1 ( Part I — Evaluation of Significance PROPERTY DETAIL INFORMATION Date(s) of building(s) including source of dates 1935, built by Amos J. Klinkhart, (1876-1954) - (Maryland Inventory of Historic Places) Local limestone Date(s) of exterior alteration(s) N/A Description of the physical appearance (size, number of stories, style, construction materials) he John C. Pangborn, Sr. House is a two and a half storey stone colonial revival with to ie rear, a covered colonnade leading southward, to a three bay, two storey garage, and the north, an octagon -shaped frame and screened gazebo. Statement of significance Beyond being included in the Oak Hill Historic Disctict of Hagerstown, MD, the house is significant due to its owner, Mr. John C. Pangborn, Sr. LL. D, K.M. who, along with his brother Thomas W. Pangborn, LL. D., D.Sc., K. M. G. C. D. S., K. S. G. Papal Chamberlain of the Sword and Cape and Papal Count, formerly of 935 The Terrace - were successful industrialists as well as dedicated philanthropists, with significant contributions to the was effort of WWII for which they were recognized, but also to the Catholic Church (St. Anne's, Hagerstown, MD), the Washington Country Hospital,, St. Mary's elementary school, Pangborn Park, Hagerstown, MD, as well as further afield at Notre Dame University, Mount St. Mary's Page 2 1 Part I — Evaluation of Significance APPLICATION CHECKLIST JApplication Form -- I have filled in all applicable fields. (check Equivalent Documentation below if applicable) Signature -- l signed and dated the Part 1 application ❑Ownership — If I am not the fee -simple owner of the property, I have provided a written statement from the fee -simple owner indicating that he or she is aware of the application and has no objection to the request for review LIISignificance justification — I have attached documentation to support the significance of he historic structure Photographs — I have attached exterior photographs of all sides of the structure including areas applicable to the application LIIEquivalent Documentation -- I am attaching an equivalent documentation packet for review. I attest that I have read and understand the Historic Properties Tax Credit Application and that the information provided in this application is true, completed and accurate to the best of my/our knowledge and belief. r Signature or Hppiicant Printed Name of Applicant Amelie Lavenant-Wink Date 8120/25 Signature of Annlicant Printed Name of Applicant Historic District Commission Use Only Date The Historic District Commission has reviewed the Application for Historic Properties Tax Credit — Part I for the above - named property and has determined that the property: Is located in an existing qualified area and meets historic structure criteria Appears to meet the qualifications of a historic structure pending designation through individual Historic District LJIs not a historic structure because it is not in a qualifying area; does not meet criteria for local designation 1:1 is not adequately documented in the application and therefore cannot be reviewed Date of HDC Review Page 3 1 Part I -- Evaluation of Significance y.- ��'r a- � � 1�'' fy�F�"�� ";.'.y �y.:�' yG�� f � Tc.:• '' � y F 5 iyy� .^L 4 �'��e P��:--�, .'r ^tom •ti y, • R - .'a'v.r"Vp•i.�s?�I•,' v.. '�•,^'• r 3:.y :i f i i - e.rf.- ,' z .fix-'' ��� .'•,tr 4r r�' �3-,pi • ''�.�X'•• M� ,r J i s. C�^'s�,a. � .. �t1 •}"9c' p x .• � fir. _• r � -. �7r` •'1` r " w .•g v�.. - _f,' w'' rye r.•• .:� - r,Xn 'Y l ,y+Y'��1 -ry�1 C I:OI b :J.� 1, - ..:r.r... , i _ r +x'•" "`}' J tT o` ' . - Aix w�. r.. [ - .� x�",?�i'"x"�L�• ' - .:JJ4 -..' i..-... h.-.. F} � ,.�`.. � F s .mow•. A - .x-.` =ti"'_ .rte ...•,..:�.,. � .,; :�`-�: _ ' �'�, -:�• T,r ` - - -'`" • rt'�r�'•uc-"• is .. _ - s! :a•.,y • 'r - �'_ Y �xr,�, a � - � .. - ':fir`• ti;n•�.... •, _ _ .:Y'. • ,�' �'- _ -.�y.. =1v �.:5w-', .. ice•'"^' _ .'+<.k:: .•.�." . e}...� _}1k"'' - _ • 4 ' - f, ••u�„ • tir r r .r =gym .. ,. �•'•r 2 \=•' �f y `A�;�e,p 4h•; & •- • .- ,:11 .- •4:- -'_• 4 - ' 'P1, '' :fix Viµ. — ' •4 - - `era 'r" ..�rr,.�'� •r. ••xYWf�y ;�..� '.max: ;a� 'i .. �=i�' �`. I- s �.�' :-h • ,! -fi -a G=:'f ., •a,'=C, "�. k c •» Jg yR a.,v6.•'. -. �7 �v ; ry .� ra- F:: ' r4 f �I� •rr..}�.� 7 � ~ a Lei- ,' '+-_4^r4•- ft u. . f l^ yt � �•�ik' ,. •�' a• �-�-d;�C+ _ ,,,,��//��c .rte- �.. _ .- �K•r' _..®vim Qfo��c:•�;.. �-r> _ - - ���!!1v3�r:+.�Ef�'�•firl7!4���.'���ah* - • : ..�.Yr - �,+ `}. Ifiv7'y� pAS: r iifw IE3:��P' err rr 'r +A'" ■ J r " c• -;;t -�f fat - 1. A7; /777! ■ e�P s mac-• .-;,.-;, y _ South .r / .grace gi •� ` `mod `rte Washington County v.07/26/2024 Application for Historic Properties Tax Credit ORDINANCE 2024-23 Part II — Description of Rehabilitation HTC Number (from Part I Application): Instructions: Fill out this form for determination of whether the proposed work is consistent with Washington County Design Guidelines and Secretary of the Interior Standards for Rehabilitation. PROPERTY INFORMATION Property Name John C. Pangborn Sr. House Street Address 817 The Terrace City Hagerstown Zip21742 APPLICANT INFORMATION NameAmelie Lavenant-Wink Street Address same as above City State --- Zip Telephone(301)— Email Addres� PROJECT CONTACT (if different from applicant) Name Company Street Address City State --- !Zip Telephone0000000000 Email Address PROPERTY DATA Indicate One: Estimated Start Date ASAP O Primary/Secondary Residence Mixed -Use ® Residential Commercial 0 Other Estimated Completion Date Estimated Qualified Rehabilitation Expenditures $6k -10k Page 1 I Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li IIJ IJd9C LU UUJ)U IL)dI1 UALUI IVI WUI K dI IU I ICVV L.VI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition The colonnade from the house leading to the garage, follows a 90degree curve. Its flat rubber roof is supported with arched joists, which in turn are held up by 14 rounded columns set on metal bases, and copper topped capitals. At each end, the covered walkway is additionally supported by two flat columns set against the masonry walls of the garage, and two more at the far southwest house entrances. Evidence of electrical work shows that the original wiring was boxed in, while the more recent work done prior to current ownership, shows metal conduit mounted along the interior facia of the insideo Describe work and impact on feature The proposed work will include 1)Repairing or replacing any and all rotted wood. Where repairs are possible, weakened areas will be reinforced with hardening agent. In the case of replacements, new pressure treated wood will be sandwiched between layers of lauan, according to the method used along the existing curved areas. 2). Column bases and capitals will be repaired or replaced as needed, including cop er caps. In addition, metal will also be extended along contact points with the column, Photo Numbers 1 through 7 Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 2 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 3 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 4 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 5 1 Part II — Description of Rehabilitation HTC Number: APPLICATION CHECKLIST Application Form — I have filled in all applicable fields. zSignature — I signed and dated the Part 2 application j Description of Rehabilitation Work — I have described ALL proposed work planned for the exterior of my �j property. I understand that all work must be consistent with the Washington County Design Guidelines and Secretary of the Interior's Standards and be reviewed and approved by the Historic District Commission fl Supplementary Materials -- If applicable to my project, I have attached site plans, demolition plans, architectural plans, HVAC plans, replacement window/door drawings and/or product specifications. Photographs — I have attached photographs to support the description of work. ❑ Equivalent Documentation — I am attaching an equivalent documentation packet for review. I attest that I have read and understand the Historic Properties Tax Credit Application and that the information provided in this application is true, completed and accurate to the best of my/our knowledge and belief. Signature of Applicant ,1 1 faL..l► ' Printed Name of Applicant Amelie Lavenarit-Wink Date 8/19/25 Signature of Applicant Printed Name of Applicant Historic District Commission Use Only Date The Historic District Commission has reviewed the Application for Historic Properties Tax Credit — Part II for the above - named property and has determined that the proposed rehabilitation described herein: ❑is consistent with the Secretary of the Interiors Standards for Rehabilitation and Washington County Historic Guidelines. Final certification can be issued only after the rehabilitation work Is completed as herein described and a Part 3 application is submitted and approved is consistent with the Secretary of the Interior's Standards for Rehabilitation If the attached conditions are met. A final certification can be issued only after the rehabilitation work is completed as herein described and a Part 3 Application is submitted and approved. n is not consistent with the Secretary of the Interior's Standards for Rehabilitation, eligibility requirements, u and/or does not comply with program requirements and therefore certification is denied. Elis not adequately documented in the application and therefore cannot be reviewed Date of HDC Review n- a I Dart II — nesr_rintion of Rehabilitation Washington County • v.07/26/2024 Application for Historic Properties Tax Credit ORDINANCE 2024-23 Part II — Description of Rehabilitation HTC Number (from Part I Application): Instructions: Fill out this form for determination of whether the proposed work is consistent with Washington County Design Guidelines and Secretary of the Interior Standards for Rehabilitation. PROPERTY INFORMATION Property Name John C. Pangborn, Sr. House Street Address 817 The Terrace City Hagerstown Zip21742 APPLICANT INFORMATION NameAmelie Lavenant-Wink Street Address Same as above City State --- Zip Telephone(301)— Email Addres� PROJECT CONTACT (if different from applicant) Name Company Street Address City State --- ,Zip Telephone 0000000000 Email Address PROPERTY DATA Indicate One: Primary/Secondary Residence Mixed -Use © Residential Commercial OOther Estimated Start Date ASAP Estimated Completion Date Estimated Qualified Rehabilitation Expenditures approx. $60k Page 1 I Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li IIJ IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dl IU I ICVV L.UI IJLI UL.LIUI I. Number Feature Describe existing feature and its condition Two storey stone colonial revival house, along with garage: recent washing of the structures has revealed a need for repair of some of the wooden frame, at the corner of windows and doors.. .also, paint failures, and pin holes in the boxed guttering. Describe work and impact on feature Proposed scope of work would address 1)failing wood around windows and doors, and trim, including portico 2)replacement where needed of storm windows, doors and screens, 3)repairs to boxed guttering (Bondo Fiberglass Resin, or rubber will be used to coat and seal pinholes) following thorough cleaning examination/preparation of existing copper linings and finally, 4)scraping, sanding, replacing glazing putty where needed, priming, and two coats of Photo Numbers 1-10 Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 2 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 3 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 4 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 5 1 Part II — Description of Rehabilitation HTC Number: APPLICATION CHECKLIST Application Form — I have filled in all applicable fields. zSignature — I signed and dated the Part 2 application j Description of Rehabilitation Work — I have described ALL proposed work planned for the exterior of my �j property. I understand that all work must be consistent with the Washington County Design Guidelines and Secretary of the Interior's Standards and be reviewed and approved by the Historic District Commission fl Supplementary Materials -- If applicable to my project, I have attached site plans, demolition plans, architectural plans, HVAC plans, replacement window/door drawings and/or product specifications. Photographs — I have attached photographs to support the description of work. ❑ Equivalent Documentation — I am attaching an equivalent documentation packet for review. I attest that I have read and understand the Historic Properties Tax Credit Application and that the information provided in this application is true, completed and accurate to the best of my/our knowledge and belief. Signature of Applicant ,1 1 faL..l► ' Printed Name of Applicant Amelie Lavenarit-Wink Date 8/19/25 Signature of Applicant Printed Name of Applicant Historic District Commission Use Only Date The Historic District Commission has reviewed the Application for Historic Properties Tax Credit — Part II for the above - named property and has determined that the proposed rehabilitation described herein: ❑is consistent with the Secretary of the Interiors Standards for Rehabilitation and Washington County Historic Guidelines. Final certification can be issued only after the rehabilitation work Is completed as herein described and a Part 3 application is submitted and approved is consistent with the Secretary of the Interior's Standards for Rehabilitation If the attached conditions are met. A final certification can be issued only after the rehabilitation work is completed as herein described and a Part 3 Application is submitted and approved. n is not consistent with the Secretary of the Interior's Standards for Rehabilitation, eligibility requirements, u and/or does not comply with program requirements and therefore certification is denied. Elis not adequately documented in the application and therefore cannot be reviewed Date of HDC Review n- a I Dart II — nesr_rintion of Rehabilitation Washington County v.01/26/2024 Application for Historic Properties Tax Credit ORDINANCE 2024-23 Part II — Description of Rehabilitation HTC Number (from Part I Application): Instructions: Fill out this form for determination of whether the proposed work is consistent with Washington County Design Guidelines and Secretary of the Interior Standards for Rehabilitation. PROPERTY INFORMATION Property Name John C. Pangborn, Sr. Street Address 817 The Terrace city Hagerstown Zip21742 APPLICANT INFORMATION NameAmelie Lavenant-Wink Street Address Same as above City State _ -- Zip Telephone(301)— Email Addres� PROJECT CONTACT (if different from applicant) Name Company Street Address City State --- Zip Telephone 0000000000 Email Address PROPERTY DATA Indicate One: Primary/Secondary Residence Mixed -Use 0 Residential Commercial 0 Other Estimated Start Date ASAP Estimated Completion DateWeather dependent Estimated Qualified Rehabilitation Expenditures $85k++ Page 1 I Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li IIJ IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dl IU I ICVV L.UI IJLI UL.LIUI I. Number Feature Describe existing feature and its condition Double flagstone five -step staircase leading up from the sidewalk to a circular landing, with scrolled wrought iron railing on outer perimeter; each run of which includes a small hinged gate of similar design and material. From the central axis, further 12 -step flagstone staircase, flanked on either side by same style wrought iron scrolled railing also inset into the flagstone, leads to a 49"x 55' (approx) flagstone walkways to the house. Describe work and impact on feature The work will consist of dismantle existing stairs and walkway, pouring a solid concrete substrate, and then replacing existing and or replacement flagstone as necessary on top of concrete, to duplicate existing footprint. Racing will require substantial work, or replacement due to age and corrosion- the whole painter and reinstalled into flagstone steps. Photo Numbers 1-9 Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 2 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 3 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 4 1 Part II — Description of Rehabilitation HTC Number: DETAILED DESCRIPTION OF REHABILITATION WORK Us Li II J IJd9C LU UUJ)U IL) C dII UALUI IVI WUI K dI IU I ICVV L.UI IJLI UL.LIVI I. Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Number Feature Describe existing feature and its condition Describe work and impact on feature Photo Numbers Drawing Numbers Page 5 1 Part II — Description of Rehabilitation HTC Number: APPLICATION CHECKLIST Application Form — I have filled in all applicable fields. zSignature — I signed and dated the Part 2 application j Description of Rehabilitation Work — I have described ALL proposed work planned for the exterior of my �j property. I understand that all work must be consistent with the Washington County Design Guidelines and Secretary of the Interior's Standards and be reviewed and approved by the Historic District Commission fl Supplementary Materials -- If applicable to my project, I have attached site plans, demolition plans, architectural plans, HVAC plans, replacement window/door drawings and/or product specifications. Photographs — I have attached photographs to support the description of work. ❑ Equivalent Documentation — I am attaching an equivalent documentation packet for review. I attest that I have read and understand the Historic Properties Tax Credit Application and that the information provided in this application is true, completed and accurate to the best of my/our knowledge and belief. Signature of Applicant ,1 1 faL..l► ' Printed Name of Applicant Amelie Lavenarit-Wink Date 8/19/25 Signature of Applicant Printed Name of Applicant Historic District Commission Use Only Date The Historic District Commission has reviewed the Application for Historic Properties Tax Credit — Part II for the above - named property and has determined that the proposed rehabilitation described herein: ❑is consistent with the Secretary of the Interiors Standards for Rehabilitation and Washington County Historic Guidelines. Final certification can be issued only after the rehabilitation work Is completed as herein described and a Part 3 application is submitted and approved is consistent with the Secretary of the Interior's Standards for Rehabilitation If the attached conditions are met. A final certification can be issued only after the rehabilitation work is completed as herein described and a Part 3 Application is submitted and approved. n is not consistent with the Secretary of the Interior's Standards for Rehabilitation, eligibility requirements, u and/or does not comply with program requirements and therefore certification is denied. Elis not adequately documented in the application and therefore cannot be reviewed Date of HDC Review n- a I Dart II — nesr_rintion of Rehabilitation Phase 1 Colonnade Wink - 817 The Terrace - closeup of decay (6) Wink - 817 The Terrace - decayed capital (4) .l�r y rT -1 s r111 .,,�, a --- r_• �� in � � � ' �f . ins "'. au�: _ Y iT i-J:.... _ _ ..;ry iL.� _ err• 4 JjI:' - r Ji J. �' •� '�.rr •.�r� I z f II F • • • . • . --.. •1 ��" y. I .► p!" .-ace _r r- - - : . 41 1 -a. WINK81-1 Phase 2 Exterior wood trim repair, window repair and painting Wink - 817 The Terrace - failing paint (6) 1J1 I! Wink - 817 The Terrace - failing window trim (7) Wink - 817 The Terrace - old repair back porch (9) Wink - 817 The Terrace - Southfacing bay window (4) Wink- 817 The Terrace - Northwest door (10) Wink. - 817 The Terrace - Portico 2 (3) Wink -817 The Terrace - portico (2) Phase 3 Walkway, Stair and Railing JLL r. �':'j' .��.., f: •,J�r..s7! _ �.G,,ee!! �'�s•F. f �� . •fit•- >.YI 7; :4::: q '. ' 7A!:y' f•i ii4 1,1 r r __ i :q I t !: E .� r ]` - _ � -' r, ��r;. t� .4,. X11 � :�'} -ry:•- �. �., Wink- The Terrace - Closeup of north 'volute' (3) -- Wink-817 The Terrace - General Failing walkway (8) MARYLAND DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION August 19, 2025 Ms. Elizabeth Hughes State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville, MD 21032-2023 Dear Ms. Hughes: Introduction and Project Description Wes Moore Governor Aruna Miller Lieutenant Governor Samantha J. Biddle Acting Secretary William Pines, P.E. Administrator This letter serves to inform the Maryland Historical Trust (MHT) of the finding by the Maryland Department of Transportation State Highway Administration (SHA), on behalf of the Federal Highway Administration (FHWA), that there will be no historic properties affected by the proposed Project No. WA480B21, I-70 Bridge Nos. 2111503 and 2111504 over MD 632, in Washington County. The proposed work includes replacement of the existing dual bridges with two new three -span continuous steel girder bridges. The new bridges will carry two 12'-0" wide through lanes, a 12'- 0" acceleration lane with a 10'-0" outside shoulder, and a 16'-0" median shoulder. The profile at the new bridges will be adjusted to increase the clearance over MD 632. The work also includes removal/replacement of existing traffic barriers, fine milling and resurfacing of eastbound and westbound I-70, full -depth asphalt paving, wedge/leveling, resurfacing of approach roadways, construction of stormwater management facilities, and final placement of signs and pavement markings. All work would take place within existing SHA right-of-way (ROW), except for small areas at the base of the roadway fill slopes to accommodate ditch grading for drainage. A location map is included as Attachment 1. Project plans are included as Attachment 2. Note that these plans are draft and are subject to change. These plans constitute an interagency/intra-agency deliberative communication that is not for public disclosure under the Annotated Code of Maryland, General Provisions Article § 4- 344 (Maryland Public Information Act). Funding Federal funds are anticipated for this project. 707 North Calvert St., Baltimore, MD 21202 1 410.545.8500 11.800.323.0502 1 Maryland Relay TTY 800.735.2258 1 roads.maryland.gov Ms. Elizabeth Hughes Page Two Area of Potential Effects In determining the Area of Potential Effects (APE) for this project, SHA considered the ways in which the undertaking may cause alterations in the character or use of historic properties, should such properties exist, that could diminish the integrity of those characteristics that would qualify a property for the National Register of Historic Places (NRHP). Project WA480B21 involves replacement of I-70 Bridge Nos. 2111503 and 2111504 over MD 632 (Downsville Road) largely within existing ROW south of Halfway in Washington County. The project also includes traffic barriers, resurfacing, and stormwater management along I-70 and within the median. The steel girder dual bridge, part of a limited -access interchange with MD 632, is bordered by trees, partially screening it from view. The area north of the bridge consists of mid- to late twentieth-century residential development; the area south of the bridge includes agricultural fields and retains a rural character. Although wider and longer, the replacement three -span, steel girder, dual bridge will be constructed along the same alignment and at a similar elevation, maintaining the existing visual appearance. Construction is anticipated to occur mostly within existing SHA ROW. The APE is therefore defined as the limits of direct construction disturbance for the proposed bridge replacement, as indicated on the attached map within the USGS quadrangle for Williamsport (Attachment 3). The archaeology survey area is defined as the worst -case limits of disturbance (LOD) and is coterminous with the APE. Identification Methods and Results Potentially significant architectural and archaeological resources were both researched as part of the historic properties investigation for the proposed structure repairs. Architecture: SHA Consultant Architectural Historian Matt Manning examined the State of Maryland GIS Cultural Resources Database, the Maryland Inventory of Historic Properties (MIHP), and Google Street View to identify architectural historic properties within the APE. Bridge Nos. 2111503 and 2111504 are part of I-70 and are exempt from Section 106 requirements under the Advisory Council on Historic Preservation's Exemption Regarding Historic Preservation Review Process for Effects to the Interstate Highway System (Federal Register Vol. 70, No. 46). No other architectural resources are present within the APE; multiple MIHP resources identified on Medusa and GIS mapping adjoining the project area are no longer extant (WA -I-691; WA -I-692). SHA has determined the project will not affect architectural historic properties. Archaeology: SHA Senior Archaeologist Richard Ervin assessed the archaeological potential of the survey area based on review of Medusa, the SHA GIS Cultural Resources Database, historic Ms. Elizabeth Hughes Page Three maps, USGS mapping, aerial imagery, and SCS soil survey data. No field visit was made based on the availability of information about the survey area. The archaeology survey area is defined as the LOD depicted in preliminary investigation (PI) plans dated September 5, 2024. No sites are recorded in the survey area, which was examined by Fehr et al. (1996) with negative results. MHT's Medusa database shows site 18WA463, the former location of the nineteenth century Funk Family cemetery within the project area; however, SHA has determined the location is incorrectly mapped in Medusa. SHA compared the MIHP data to the original report and has found that site 18WA463 is incorrectly plotted to the north of its actual location; Attachment 4 shows the corrected boundary, which is outside the project survey area, and will not be affected. Additionally, site 18WA463 was determined not eligible for the NRHP, and MHT concurred with this finding on February 23, 1996. SHA will provide MHT with a revised shapefile and requests that the location be updated in Medusa. Three of the four quadrants of the interchange have been disturbed by interstate road, bridge, and ramp construction; surface grading; stormwater management basins; and recreational facilities (ballfields). LiDAR imagery shows that I-70 is built on fill, while MD 632 and the ramps to I-70 are within cut sections. Invert elevations indicate that the cut is at least seven feet deep; in some areas of the southwest quadrant, the cut exceeds seven feet. Most of the proposed bridge replacement work would take place within existing, disturbed SHA ROW. Plans for the proposed bridge replacement show very small areas of cut and fill outside the existing ROW to accommodate ditch grading at the base of the I-70 highway berm. There is extensive prior disturbance in these areas and low potential for intact significant archaeological deposits. Based on the corrected location of 18WA463, results of prior archaeological survey and evaluation, and on previous disturbance to the survey area, no further archaeological investigations are warranted. Orange safety fencing will be placed along the southern edge of the LOD in the southwest quadrant of the intersection between approximately Station 467+10 and Station 468+55. No staging, storage, or construction activity will be allowed within the area to the south of the fence (to be designated on plans as an "environmentally sensitive area"), to avoid impacts to the former cemetery location. Review Request Please examine the attached maps and plans. We request your concurrence by September 18, 2025, that there would be no historic properties affected by the I-70 Replacement of Bridge Nos. 2111503 and 2111504 over MD 632 project in Washington County. Ms. Elizabeth Hughes Page Four By electronic copy, we invite the Washington County Department of Planning and Zoning/ Historic District Commission and the Washington County Historical Trust, Inc., to provide comments and participate in the Section 106 process. Pursuant to the requirements of the implementing regulations found at 36 CFR Part 800, SHA seeks their assistance in identifying historic preservation issues as they relate to this specific project (see 36 CFR §800.2(c)(3) and (5), and §800.3(f) for information regarding the identification and participation of consulting parties, and §800.4, and §800.5 regarding the identification of historic properties and assessment of effects). For additional information regarding the Section 106 regulations, see the Advisory Council on Historic Preservation's website, www.achp.gov, or contact SHA or MHT. If no response is received by September 18, 2025, we will assume that these offices decline to participate. SHA will also assume concurrence by MHT with the finding of No Adverse Effect if no response is received within 30 days following receipt of this letter. Please call Matt Manning at 410-545-8560 (or email at MManning@mdot.maryland.gov) with questions regarding architectural history for this project. Richard Ervin may be reached at 410-545-2878 (or via email at RErvin@mdot.maryland.gov) with concerns regarding archaeology. Sincerely, Digitally signed by Steve Archer Adobe Acrobat version: 2025.001.20435 Steve Archer Assistant Division Chief Environmental Planning Division Attachments cc: Ms. Meghan Jenkins, Staff to Washington County Department of Planning and Zoning/ Washington County Historic District Commission, w/Attachments 1,2,3 Ms. Pat Schooley, Washington County Historical Trust, Inc., w/Attachments 1,3 Ms. Irene Enweze, Environmental Manager, SHA- EPLD Mr. Richard Ervin, Archaeologist, SHA-EPLD Mr. Matt Manning, Architectural Historian, SHA-EPLD a 2 Dawn e y 4 D Larr Meaeowoo[t Drrvr v Woodmoor G Pd1I. d° le Lane � d Stone vane �p y ❑r14C v 10 .Der Highway Attachment 1: Project Location Map 1-70 Bridge Nos. 2111503 and 2111504 over MD 632 WA480B21 MAPEL ID: WA4801 08/18/2025 Note: Project location is approximate. � I I I � II 7 I act APgoak brrye gee lane Oak R� Park Ann 4y,e [�O Ga �6nar�. .,0U5C DrjyP fiGP r ..: R11 ci Par Three MD 6 -+ ro Project Location, Bridge Nos. 2111503 and 2111504 Halfway 1 ' )fi -,• �z� c ^err/ Topo Quad: WILLIAMSPORT County: Washington Scale: 1: 7,000 N Coordinates: 77.7542816°W 39.6065501 °N 0 315 630 1,260 Feet I I I I I I I I I MD65 II MARY✓.AN0OEPARTMENT 0FTRAHSPORTATION STATE HIGHWAY ADMINISTRATION Attachment 3: APE Map Washington County I -/u tsrlage Nos. ziiiou3 ana i1 115u4 over MU b.i August 2025 uC ✓a L v 0. 50 ye € tip w: 4 O l7 a x �a �� Halfwa' N ? a ��a O 620 ft' ic6 Lincolnshire Rd 602 ft ' 83 O Oak Ridge D, Pul Oak Rd Oak Ridge Nouy �. Gay St v a o Re'1 rre Dr Q f S✓ ` 'riendship adowood Ir v c Park He,•rle,� fHr, ti �) Fehr, 1996 L y Ti L n: tWl. o' +C Or Martin L Snook ' Nlem •�.'--� � _ sic-"�.nir�x - Etaowar,Hw O � r O 1, TPA O '''bbgy O 1 Blvd 1 O A d3 RI 0 0 C Legend Archaeological Surveys MHT Preservation Easements NHL Properties Q National Register of Historic Places Determination of Eligibility Short Forms Q Maryland Inventory of Historic Properties City of Hagerstown, WashCo MD, West Virginia GIS,'Esri, HERE, Garmin, INCREMENT P, USGS, METI/NASA, EPA, USA USGS 7.5' Quadrangle - Williamsport 0 0.25 0.5 Miles N 1:24,000 1I� Concurrence with the MDOT State Highway Administration's Determination(s) of Eligibility and/or Effects Project Number: Project Name: County: Letter Date: WA480B21 MHT Log No. I-70 Bridge Nos. 2111503 and 2111504 over MD 632 Washington August 19, 2025 The Maryland Historical Trust has reviewed the documentation attached to the referenced letter and concurs with the MDOT State Highway Administration's determinations as follows: Effect: [ ] No Properties Affected [ ] No Adverse Effect [ ] Conditioned upon the following action(s) (see comments below) [ ] Adverse Effect Comments: By: MD State Historic Preservation Office/ Date Maryland Historical Trust Return by U.S. Mail or Facsimile to: Mr. Steve Archer, Assistant Division Chief, Environmental Planning Division, MDOT State Highway Administration, P.O. Box 717, Baltimore, MD 21203-0717 Telephone: 410-545-8870 and Facsimile: 410-209-5046 Master No. 16538 cc: Enweze Ervin Manning a 2 Dawn e y 4 D Larr Meaeowoo[t Drrvr v Woodmoor G Pd1I. d° le Lane � d Stone vane �p y ❑r14C v 10 .Der Highway Attachment 1: Project Location Map 1-70 Bridge Nos. 2111503 and 2111504 over MD 632 WA480B21 MAPEL ID: WA4801 08/18/2025 Note: Project location is approximate. � I I I � II 7 I act APgoak brrye gee lane Oak R� Park Ann 4y,e [�O Ga �6nar�. .,0U5C DrjyP fiGP r ..: R11 ci Par Three MD 6 -+ ro Project Location, Bridge Nos. 2111503 and 2111504 Halfway 1 ' )fi -,• �z� c ^err/ Topo Quad: WILLIAMSPORT County: Washington Scale: 1: 7,000 N Coordinates: 77.7542816°W 39.6065501 °N 0 315 630 1,260 Feet I I I I I I I I I MD65 II MARY✓.AN0OEPARTMENT 0FTRAHSPORTATION STATE HIGHWAY ADMINISTRATION a3aNJIJn�1SN� n S31111Nb11 z - Z-Sd'ON JNIMVHG 33S - 3NIl HOLVW z ma 0091601 3 z 4 i N Nn Sal Noy 3 1l1Nbn C-Sd'0N 0NIMVH0 33S - 3NIl H0I W o6 g a N 0 w a l-Sd'0N 0NIMVHG 33S - 3NIl H0LVW h idahl iUkHh i C 0 a ' N o� �o 111Nb m o � o a I I M b-Sd'ON ONIMVHO 33S - 3NIl HOIVV \�L OIHS Ol 96 =,6 w Q1HS 6' hiT;i l4 I i,—, II II � I , 00b6601 3 al sln II i 1 ,6os1 Nd I II � I IIP I I I j 1 ' 1, I I j 3m 2� jll le rD e � 3 v 0IHS C'..IS O $III rc w \\ \\ }\\ of � oa ii \ Y po u I }}I Oar o , _ II IF II III I —1 II �I� ml II wl WI f III �� I } )OIHS v'LZ+ 01HS III Ilb II II , ¢ O I V I` II I, , to j ILIIII 'V 169 �p bZ l � I mlf Z—Sd'ON ONIMVFJO 33S — 3NIl HOlVW 0999601 3 o a - ' aN11NbnNo3 3 01C � �o n si g C= N 1 m a v 2 w a S il r,L3 9-Sd'ON JNIMVNO 33S 3NIl HO1VW ouoou 3 w �4/ Q1HS aIHS Old 9E 'l : q OIHS O'H � �Ol ory III �LI�I� o o f tt �� 3 g'.. I � __ 00 �1� lI LL r O � II �a' l� �� II OlF£ _ f ; o _ wrr Im sa o P r�r �'�,, �e m .oa.o.. a mo LL as �' 3i1.8I .I 3 w 9I{I IF •I NF\ � � _ I� I �3 � zsN alHs l aHs I ��m i'!tJL Io �;�~� I = e ae mtz�� '� F 9—Sd'ON ONIMVHO 33S 3NIl HOlVW - 90tl Af § Sd ON SNIm@3-«I�^ NO�-Lo trt) 9-Sd ON ONIMG3 -A;HOIm \� / !§( _ a B&) + + + § � / , \ \\ .( IIII- L-Sd ON NIMVHG - «nom m �zm�mm�-7,6aw + + + i N ��a on8ls Nn Sal Noy 3 1l1Nbn 9-Sd ON 0NIMVH0 33S - 3NIl H0lVW o6 g a � � w a iUkHh Attachment 2: APE Map Washington County -(U bridge NOS. 1171 oU�i and 1171 bU4 over mu b i1 August 2025 •� �' cram ',• o Halfwa o: l' f = O s f rfr 1 i N• O J fr ❑k Ra,� ,�, �+ Pr,iO IcRU 1 it sA a 0 Oak Ridge i�r� - r . gay $ U Il,are Cr a riendship . � � r.s ., r.:, , :•� Park F,r rjr � 7 � f r a _ Fehr, 1996 Tim ir. ... .. ...................::::::... ................................................. - - -- �faenh mower+►{W y C ' APE 1 o Tpch'bbgys,.� C v �_ 63 RC .r Rd r Legend Archaeological Surveys MHT Preservation Easements ® NHL Properties 0 National Register of Historic Places ® Determination of Eligibility Short Forms Q Maryland Inventory of Historic Properties City of Hagerstown, WashCo MD, West Virginia GI5, Esri, HARE, Garmin, INCREMENT P. USGS, METI/NASA, EPA, U51IA USGS 7.5' Quadrangle - Williamsport 0 0.25 0.5 Miles N 1:24,000 1 I. 1 Historic Review Activity 07/28/2025 thru 08/22/2025 Record # Type Record MIHP# Open Date Date Assigned Location Description Workflow Info Status Folder Status Status Date Task Name Comments MASON DIXON RD AT Note 01 -Aug -25 Historical Review Mason Dixon mile marker labeled on all pages as requested and there is a general note as requested. SP -22-026 Site Plan In Review 27 -Jun -22 05 -Apr -24 CITICORP DRIVE PROPOSED CONVENIENCE STORE REV 3 HAGERSTOWN MD 21742 Approved 01 -Aug -25 Historical Review Days in Review: 483 Folder Status Status Date Task Name Comments PURPOSE OF THIS PLAN IS TO SUBDIVIDE Revisions 8642 DOWNSVILLE PIKE Historic District S-24-029 Preliminary -Final Plat 16 -Sep -24 24 -Jul -25 EXISTING HOUSE FROM THE EXISTING GENERAL Approved 28 -Jul -25 Updated by Script from EPR. Required WILLIAMSPORT, MD 21795 Commission STORE. Days in Review: 4 Folder Status Status Date Task Name Comments Property is not contributing to the Sharpsburg NR Historic District. While work does impact the structure view from the RoW this is an existing structure and the changes would not typically be reviewed if it was REPLACE EXISTING FRONT PORCH STEPS AND Note 28 -Jul -25 Antietam Overlay a residential structure. Its technically commercial due to the use but as Staff, the intent of the ordinance Residential Addition- RAILING, REPLACE 20 SQ. FT. REAR LANDING Zone Review aligns more with review of new construction or impacts to the view into the Town which work of this 2025-02234 Approved 15 -May -25 10 -Jul -25 LOR 220 EAST MAIN STREET Alteration Permit DECKING AND RAILING, COMPOSITE DECKING nature would not impact significantly. AND RAILINGS Antietam Overlay Passed - Info 28 -Jul -25 Updated by Script from EPR. Zone Review Days in Review: 18 Folder Status Status Date Task Name Comments TELECOMMUNICATIONS TOWER, (1) 28 SQ. FT. Non -Residential New SP -24-034 20026 LEH MANS 2025-02914 1207 Approved 24 -Jun -25 12 -Aug -25 PAD FOR GENERATOR, (1) 33 SQ. FT. CONCRETE Passed - Info 12 -Aug -25 Historical Review Construction Permit MILL ROAD PAD FOR THREE EQUIPMENT CABINETS, AND 8 - Days in Review: 0 Folder Status Status Date Task Name Comments 6925 SHARPSBURG PIKE PROPOSED SITE PLAN FOR AUTOMOTIVE TIRE Historic District SP -25-022 Site Plan Approved 24 -Jun -25 31 -Jul -25 Approved 01 -Aug -25 Updated by Script from EPR. SHARPSBURG, MD 21782 SHOP Commission Days in Review: 1 Folder Status Status Date Task Name Comments INCLUDE FIRST FLOOR: DRYWALL REPAIRS, CONVERT FULL BATHROOM TO HALF BATH, Note 08 -Aug -25 Historical Review Mt. Lena is not an area for HDC review at this time. Sending no review contact letter. Residential Addition- LOR 21313 MOUNT LENA 2025-03505 Review 24 -Jul -25 07 -Aug -25 KITCHEN CABINETS, LVP FLOORING ADD Alteration Permit ROAD RECESSED LIGHTING, SECOND FLOOR: Passed - Info 08 -Aug -25 Historical Review Updated by Script from EPR. DRYWALL REPAIRS, CONVERT STORAGE ROOM Days in Review: 1 40 SQ. FT. CONCRETE PAD FOR NEW Folder Status Status Date Task Name Comments SP -25-024 11802 Non -Residential New GENERATOR AND AUTOMATIC TRANSFER 2025-03548 V163 Approved 28 -Jul -25 29 -Jul -25 ERNSTVILLE ROAD, PARCEL Approved 01 -Aug -25 Historical Review Updated by Script from EPR. Construction Permit SWITCH 1 AT&T MOBILITY, PARCEL 1 Days in Review: 2 Folder Status Status Date Task Name Comments Not in a review area for HDC. Note that this structure has had extensive changes including vinyl siding 2,400 SQ. FT. ONE STORY ONE CAR DETACHED over the brick and all windows were replaced and one chimney has been removed. Roof has also been S-24-030 17700 & 17620 Note 01 -Aug -25 Historical Review 2025-03550 Residential New 1332 Approved 28 -Jul -25 28 -Jul -25 BROADFORDING ROAD, LOT GARAGE ON CONCRETE SLAB TO REAR OF replaced and porch removed at some point. Interior changes are unknown. Will still send the no review Construction Permit DWELLING, PRE-ENGINEERED ROOF TRUSSES contact letter but it is not in a state that would likely qualify for any incentive programs. 2A LANDS OF REID RENTALS LLC, LOT 2R Passed - Info 01 -Aug -25 Historical Review Updated by Script from EPR. Days in Review: 4 Folder Status Status Date Task Name Comments Residential Addition- INSTALLATION OF (33) 13.20 KW ROOF 2025-03697 Review 05 -Aug -25 05 -Aug -25 LOR 17827 SPIELMAN ROAD Note 06 -Aug -25 Historical Review w/in Fairplay and is subject to HDC review. Putting on September 3 agenda. Alteration Permit MOUNTED SOLAR PANELS ON DWELLING Days in Review: 1 Folder Status Status Date Task Name Comments Ringgold is a Historic RV with full documentation. The main house for this property was previously demolished after extensive fire damage in 2014. A new structure was built in its place. The documentation from the district does not mention the accessory buildings/dependencies for this site Residential Demolition LOR 143151 BARKDOLL DEMOLISH AND HAUL AWAY (1) TWO-STORY Note 07 -Aug -25 Historical Review contributing to the district in any way and they have also lost primary structure on the property that 2025-03750 Approved 07 -Aug -25 07 -Aug -25 WOOD BARN AND (1) ONE-STORY WOOD SHED; provided context. The 2 structures for demo are connected/share a wall and look to be frame Permit ROAD TOTAL 500 SQ. FT. construction. This is not the summer kitchen to the rear of the house that is still intact. Not taking to HDC for these reasons. Passed - Info 07 -Aug -25 Historical Review Updated by Script from EPR. Days in Review: 0 Activity Count: 10 Review Activities Summary Application Type Application Number Approved Note Passed - Info Total Non -Residential New Construction Permit Total 1 0 1 2 Preliminary -Final Plat Total 1 0 0 1 Residential Addition -Alteration Permit Total 0 3 2 3 Residential Demolition Permit Total 0 1 1 1 Residential New Construction Permit Total 0 1 1 1 Site Plan Total 2 1 0 2 Total I4I 6 5 10