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Home My WebLink About20220202_agendapacket_rev Gregory Smith, Chair Vernell Doyle Lloyd Yavener, Vice Chair Michael Lushbaugh Ann Aldrich Courtney Lowery Edith Wallace Jeffrey A. Cline, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COU NTY, MARYLAND WWW.WASHCO-MD.NET 100 West Washington Street, Suite 2600 | Hagerstown, MD 21740 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1 AGENDA (revised) February 2, 2022, 7:00 p.m. Virtual Meeting Only CALL TO ORDER AND ROLL CALL MINUTES 1. Summary minutes of the December 1, 2021 Joint Workshop(for review and comment) * 2. Minutes of the December 1, 2021 meeting * NEW BUSINESS 1. Permit #2022-00017 – 4304 Main Street, Rohrersville (Discussion/Action) – Installation of (13) 5.2 kW roof mounted solar panels on front and rear dwelling (MIHP Individual Listing WA-III-157 and contributing to Rohrersville District WA-III-025) * 2. AP2022-002 – Corner of Chestnut Ave. and Maryland Ave. - (Discussion/Action) – Special Exception for bed and breakfast to be established in a future dwelling (Pen Mar District – WA-IV-019) * OTHER BUSINESS 1. Design Guidelines 2. Staff Report a. Staff Reviews * b. Customer Inquiries i. 14517 Barkdoll Road (Ringgold District) ii. 139 W Potomac (WA-WIL-035) c. Growth Area Mailing List and Draft Letter * d. National Pike Logistics Center Update * ADJOURNMENT UPCOMING MEETING 1. Wednesday, March 2, 2022, 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. SUMMARY OF THE HISTORIC DISTRICT COMMISSION AND HISTORIC ADVISORY COMMITTEE JOINT WORKSHOP December 1, 2021 The Washington County Historic District Commission and the Historic Advisory Committee held a joint workshop meeting on Wednesday, December 1, 2021 at 5:30 p.m. at the Washington County Administrative Complex, 100 W. Washington Street, Room 2001, Hagerstown, Maryland. CALL TO ORDER AND ROLL CALL The HDC Chairman called the meeting to order at 5:35 p.m. Historic District Commission members present were: Greg Smith, Chairman, Lloyd Yavener, Vice Chairman, Ann Aldrich, Vernell Doyle, Michael Lushbaugh, and Kourtney Lowery. Historic Advisory Committee members present were: Linda Irvin-Craig and Ralph Young, Co-Chairpersons, and Tom Clemens. Staff members present were: Washington County Department of Planning & Zoning: Jill Baker, Director; Meghan Jenkins, GIS Coordinator and HDC Staff member; and Debra Eckard, Administrative Assistant. Demolition Permit Review Procedures Discussion Ms. Baker gave a brief history of the draft demolition permit review policy. This policy was first presented by the HAC to the Board of County Commissioners in 2019. At that time, the BOCC requested input from the Washington County Planning Commission. Unfortunately, the Planning Commission did not provide any feedback to the proposed policy changes. Subsequently it was presented again to the BOCC earlier this year at which time the County Commissioners suggested that they should hold a workshop meeting with the HAC and HDC. It was decided that a joint workshop with the HDC and HAC should be held prior to meeting with the Commissioners in order to provide a united proposal. Two topics of discussion that need to be focused on are the delayed review period and premature demolition and fines. Ms. Aldrich expressed her opinion that the permitting process needs to be reversed so that a demolition permit cannot be issued before development plans are approved. She asked if there is a way to reverse the process and hold the demolition permit on historic structures until all other permits are approved. Ms. Baker stated there is not a way to reverse the process because the demolition permit is its own independent process and is not necessarily associated with a development project. She noted that included in the Design Guidelines, which will be approved by the HDC independent of the BOCC, staff is proposing a requirement that when a demolition permit is applied for, the applicant must have a case file number from MHT. This will ensure that MHT will be able to review the application and comment on the historic structures prior to demolition. Ms. Aldrich asked if MHT’s requirements for documentation will be cited in the Design Guidelines. Ms. Jenkins stated that MHT’s standards and guidelines for architectural and historical investigations would be a suggestion in the Guidelines. It will not be a requirement since it can be quite costly to have a professional assessment completed. This could be a deterrent for people to apply for a demolition permit and go thru the process whereby the HDC can make comment and provide alternatives to the property owner, such as reuse, rehabilitation or salvaging of materials. Currently in the Zoning Ordinance and in Maryland State Law, there is a requirement for the HDC to render a decision within 45 days of receipt of a “completed application”. There currently is no demolition application with the HDC; there is only the permit application. There was a brief discussion regarding the definition of a “completed application”. Members suggested defining the “completed application” in the HP zone. One suggestion would be to consider the application completed when it is presented for the first time to the HDC during its monthly meeting. That would give the HDC 45 days to review the application and work with the applicant to find alternatives to demolition. There was some discussion as to whether a public hearing could be incorporated into the process to give the public an opportunity to comment or give testimony on the history of a property, potential environmental impacts, etc. If a public hearing could not be integrated, members suggested having a way to get public comment. Ms. Baker explained that public comment is only used when there is going to be an amendment or a change in the use of a property that is not expected. For example, a change in zoning on a specific parcel of land. She reminded members that we are discussing a building permit and noted that the County does not take public comment on a building permit. Ms. Baker expressed her concern that by taking public comment, we would give the public a false sense of hope when we cannot deny the demolition permit. The HDC’s authority is only for the support or non-support of a demolition permit. The HAC would like to be included in the review process when the HDC receives the “completed application”. It was suggested that the HDC agenda packet should be sent to the HAC at the same time it is sent to the HDC members. Consensus: Define “completed application” in the Design Guidelines. It was decided that the Chairman of the HDC and the Co-chairpersons of the HAC will exchange e-mails to discuss the premature demolition permit and fines. ADJOURNMENT Ms. Aldrich made a motion to adjourn the meeting at 6:50 p.m. The motion was seconded by Mr. Yavener and so ordered by the Chairman. Respectfully submitted, _______________________________________ Jill L. Baker, Director Washington County Dept. of Planning & Zoning MINUTES OF THE HISTORIC DISTRICT COMMISSION FOR WASHINGTON COUNTY December 1, 2021 The Washington County Historic District Commission held its regular monthly meeting on Wednesday, December 1, 2021 at 7:00 p.m. at the Washington County Administrative Complex, 100 W. Washington Street, Room 2001, Hagerstown, Maryland. 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, Vice Chairman, Ann Aldrich, Vernell Doyle, Michael Lushbaugh, and Kourtney Lowery. Staff members present were: Washington County Department of Planning & Zoning: Jill Baker, Director; Meghan Jenkins, GIS Coordinator and HDC Staff member; and Debra Eckard, Administrative Assistant. MINUTES Motion and Vote: Ms. Aldrich made a motion to approve the minutes of the November 3, 2021 meeting as presented. The motion was second by Mr. Yavener and unanimously approved. OLD BUSINESS Pole Barn Review Policy Ms. Jenkins presented a draft of the pole barn review policy that was requested by Commission members. A copy of the draft will be attached to these minutes. Members had no changes or comments. Motion and Vote: Ms. Aldrich made a motion to approve the policy as presented. The motion was seconded by Mr. Yavener and unanimously approved. NEW BUSINESS Demolition Permit 2021-04892 – 20463 Jefferson Boulevard Ms. Jenkins presented for review a demolition permit application for property located at 20463 Jefferson Boulevard. The property owners, Mark and Patricia Clegg, and Jonathan Harris of Total Home Improvements were present at the meeting. The applicant is proposing to demolish a lean-to addition on the right side of the tea house (WA-I-283). This is an early 20th century structure; however, the date of the portion to be demolished is unknown. The door (and windows surrounding it) on the tea house is a notable architectural feature that should be retained, if possible. It appears that the lean-to addition is sitting directly on the ground which has caused a lot of rot and decay on the siding. Several windows are damaged or rotted. Discussion and Comment: Mr. Lushbaugh asked if removing the lean-to would cause any damage to the tea house. Mr. Clegg believes there will be no damage to the original structure. Mr. Harris stated that all of the siding will be replaced on the tea house as well as many other improvements will be made. The property owners intend to keep the door with surrounding windows. Ms. Aldrich encouraged the applicant to retain the original siding in order to keep the architectural character of the tea house. Ms. Aldrich asked if the windows will be re-purposed. Mrs. Clegg said they will be kept and re-used if possible; however, they must meet building code requirements. Members provided several suggestions for reuse of materials. Motion and Vote: Mr. Lushbaugh made a motion to support the demolition of the lean-to addition as presented. The motion was seconded by Ms. Aldrich and unanimously approved. Certified Local Government FFY 21 Annual Report Ms. Jenkins presented a draft of the FFY21 Annual Report for the Certified Local Government. This report includes the goals for the coming year and continuing education of the members. Discussion and Comments: There was a brief discussion regarding the education trainings and sessions. Ms. Jenkins will verify that this section is updated and complete. Motion and Vote: Ms. Aldrich made a motion to approve the FFY21 Certified Local Government Annual Report with the modifications as discussed. The motion was seconded by Mr. Lushbaugh and unanimously approved. OTHER BUSINESS Staff Report • Staff Reviews: Ms. Jenkins stated a written report was provided with the agenda packets. • Staff Updates: o Dickinson Property – MHT does not keep a contractor’s list for documenting properties. MHT has received the file from the consultant for this property, MHT File #202104484. MHT will reach out to the HDC for comments on this application. Following a brief discussion, members decided they would like to see the application and any new information that is submitted. o MAHDC Training will be held on December 7th from 6 to 8 pm. This is an optional training. o CAMP training is scheduled for December 6th and 8th from 9 am to 1 pm. o Design Guidelines are still a work in progress. Staff is hoping to have the new draft available for the January meeting. o 21612 Jefferson Boulevard – This property changed ownership at the same time the historic structure was demolished so we are still trying to find who the new owners are. Staff continues to check on this matter. o Food for Thought – Meghan made a presentation to this group regarding the HDC Demolition permit process. o Town of Sharpsburg – Ms. Jenkins reported that the municipalities, excepting the City of Hagerstown because they have an HDC equivalent, do not qualify for County tax credits per the Ordinance. County tax credits can be applied on properties with the HP (Historic Preservation) or AO (Antietam Overlay) zoning districts. County tax credits could extend to the municipalities (per the BOCC minutes) that have an equivalent zoning to the HP zone, which includes adopting language of the HDC, and the ability to approve or deny permits for historic structures. There was a brief discussion that the HDC could perform the reviews for the municipalities under an MOU; however, there are several outstanding projects that need to be considered before we could consider this idea. UPCOMING MEETING The next meeting is scheduled for January 5, 2022 at 7:00 p.m. ADJOURNMENT Mr. Lushbaugh made a motion to adjourn the meeting at 8:15 p.m. The motion was seconded by Mr. Yavener and so ordered by the Chairman. Respectfully submitted, _______________________________________ Jill L. Baker, Director Washington County Dept. of Planning & Zoning BUILDING & ZONING PERMIT IVR/Record No:2022-00017 Applied:1/4/2022 Project No:P2022-0002 Approved: Record Type:Residential Addition-Alteration Permit Status:Review Inspector Area: B4 Job Address:4304 MAIN Street Location:LOR 4304 Main Street Tax Acct ID:08008094 Zoning District:RV Floodplain:No Owner:RITONDO SHANE A Applicant:Renewable Energy Corporation 1850 York Road Suites L & M Timonium MD 21093 Phone Number:(410)560-9032 Contractor:Mcneil Ryan Phone No:(410)560-9032 Description:Installation of (13) 5.2kW roof mounted solar panels on dwelling Foundation Size:Construction Type:Solar Panels Type of Heat: Public Sewer: Public Water: Gas: Electric: No No Yes Exterior Finish: Air Conditioning: Septic: Time Existed: Well: Time Existed: Existing Unknown Existing Unknown Valuation:$30,000.00 No. of Bathrooms: Code Enforced:2018 IRC No. of Half Bathrooms: No. of New Bedrooms: No. of Exist. Bedrooms: Setbacks Proposed Minimum Required Lot Tract Area Front Yard Setback Rear Yard Setback Left Side Setback Right Side Setback Lot Width * All final State Fire Marshal inspections (850), if required, must be scheduled directly through the State Fire Marshal's office at 301- 766-3888. This permit has been reviewed by the Washington County Permitting Department and meets all applicable local and state codes and ordinances. Should you have any questions, please contact our department at 240-313-2460 between the hours of 7:30 a.m. through 4:30 p.m., Monday through Friday. VICINITY MAPSINGLE FAMILY RESIDENCE 00101RITONDO RESIDENCE : 4304 MAIN ST, ROHRERSVILLE, MD 217795.2 kW DC ROOF MOUNTED PHOTOVOLTAIC SYSTEMINSTALLER :RITONDO4304 MAIN ST,ROHRERSVILLE, MD 21779EQUIPMENT SUMMARY :QTY 13 - Q CELLS Q.PEAK DUO BLK ML-G10 400W MODULESQTY 13 - ENPHASE IQ7A-72-2-US MICRO INVERTERSSHEET INDEX :RENEWABLE ENERGY CORPORATION1850 YORK ROAD,SUITE L-M, TIMONIUM, MD 21093OWNER :001 COVER SHEET002 ELECTRICAL CONSTRUCTION GENERAL NOTESE001 ROOF MAP & PROPERTY LAYOUTE002 PV LAYOUTE003 STRING LAYOUTS001 ATTACHMENT LAYOUTE004 ELECTRICAL THREE LINE DIAGRAME005 BOQ & SYSTEM DETAILSE006 SYSTEM LABELING DETAILS003 MODULE DATA SHEET004 ENPHASE INVERTER DATA SHEET005 INVERTER/CHARGER DATA SHEET006 ENPHASE COMBINER DATA SHEET007 BATTERY DATA SHEET008 MOUNTING ATTACHMENT DATA SHEET-1009 MOUNTING ATTACHMENT DATA SHEET-2DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16TYPE OF UTILITY CONNECTION :LOAD SIDE CONNECTION WITH 30A PV DISCONNECTGOVERNING CODES :2017 DC BUILDING CODE01PSPB12.13.2102HMAPB01.16.22 Date Signed 1/17/2022 Date Signed 1/17/2022 1.THE SOLAR PANELS MAY BE VISIBLE FROM ADJACENT PROPERTIES. PAINT ALL STRUCTURAL ELEMENTS TO MATCH THE EXISTING ROOFING.1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC (NATIONAL ELECTRIC CODE), NFPA (NATIONAL FIRE PROTECTIONASSOCIATION), AND ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS.2. ALL WORK SHALL CONFORM TO APPLICABLE STATE AND FEDERAL SAFETY CODES INCLUDING OSHA . NO 'HOT' WORK IS AUTHORIZED. ALL 'HOT WORKSHALL BE APPROVED IN WRITING WITH THE GENERAL CONTRACTOR AND OWNER.3. WORK UNDER THIS CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO, FURNISHING, INSTALLING AND CONNECTION OF ALL ELECTRICAL EQUIPMENTAND TESTING OF ALL SYSTEMS AND SUB-SYSTEMS WITHIN THE SCOPE OF THIS CONTRACT. ANY ERRORS, OMISSION, OR UNCERTAINTY SHALL BEBROUGHT TO THE ATTENTION OF THE PRIME CONTRACTOR AND OR OWNER PRIOR TO CONSTRUCTION.4. COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAWINGS. INSTALL ALL WORK TO CLEAR NEW AND EXISTINGARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. SHALL BE IN CONTACT WITH ANY ELECTRICAL EQUIPMENT.5. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY AND SECURITY OF THE WORKSITE. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANDNOT BE LIMITED TO NORMAL WORKING HOURS.6. DO NOT SCALE DRAWINGS. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. SPECIFICATIONS HAVE PRECEDENCEOVER DRAWINGS. NOTIFY THE PRIME CONTRACTOR IMMEDIATELY AFTER DISCOVERY OF ANY DISCREPANCY BETWEEN DRAWINGS, SPECIFICATIONS ORFIELD CONDITIONS.7. NOTIFY THE PRIME CONTRACTOR OR OWNER IMMEDIATELY AFTER DISCOVERING ANY HAZARDOUS MATERIAL.8. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED. VERIFY THE EXACT LOCATIONS ANDCONDITIONS OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PRIOR TO ANY WORK. LOCATIONS FOR EQUIPMENT SHALL BE TAKEN FROM THEOTHER SHEETS WHERE THEY OCCUR. EXTEND WIRING FROM ALL JUNCTION BOXES, CONTROL PANELS, PUMPS, RECEPTACLES, SWITCHES, ETC. AND MAKEALL FINAL CONNECTIONS TO EQUIPMENT AS REQUIRED.9. THE INTENT OF THESE DRAWINGS IS FOR A COMPLETE ELECTRICAL SYSTEM. ANY ERRORS OR UNCERTAINTY SHALL BE BROUGHT TO THE ATTENTIONOF THE PRIME CONTRACTOR AND ENGINEER AS SOON AS FOUND.10. THE COMPLETE ELECTRICAL INSTALLATION SHALL BE TESTED AS A COMPLETE WORKING SYSTEM.11. RESTORE ALL DAMAGES RESULTING FROM WORK AND LEAVE PREMISES IN CLEAN CONDITION WHEN FINISHED WITH WORK.12. ALL TYPES OF SWITCHES, RECEPTACLES, WALL PLATES AND LIGHTING FIXTURES SHALL BE AS APPROVED BY PRIME CONTRACTOR OR OWNER. VERIFYMATERIALS AND COLOR AND LOCATIONS, SUBMIT CATALOG CUTS OR SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT.13. ALL ITEMS ARE NEW UNLESS NOTED AS EXISTING (E).14. REMOVE ALL INDICATED ITEMS. REMOVE ALL EXPOSED CONDUITS. REMOVE WIRES TO NEAREST CONCEALED JUNCTION BOX OR PANEL. ABANDON INPLACE EXISTING UNUSED CONCEALED CONDUITS NOT EXPOSED BY CONSTRUCTION.15. ALL EQUIPMENT SHALL BE SECURED IN ACCORDANCE WITH GOVERNING SEISMIC REGULATIONS. PROVIDE EXPANSION AND DEFLECTION FITTINGS INCONDUITS REQUIRED BY CEC (CALIFORNIA ELECTRIC CODE).16. FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED SURFACES. SEE DETAIL D/E5.17. PROVIDE GROUND ROD, GROUNDING ELECTRODE AND BONDING FOR ALL SERVICE ENTRANCE EQUIPMENT, BUILDING STRUCTURAL STEEL, COLDWATER PIPE AND TRANSFORMER PER CEC (CALIFORNIA ELECTRIC CODE) 6' MIN. APART.18. ALL NEW CIRCUIT BREAKER SHALL BE RATED 10,000 AIC OR HIGHER UNO.19. ALL CONDUITS SHALL BE EMT, INTERMEDIATE METAL CONDUIT, OR RIGID STEEL. MINIMUM SIZE SHALL BE 1/2". ALL CONDUIT, BOXES AND ELECTRICALFITTINGS SHALL BE STEEL.20. DO NOT USE THE WORKING SPACE WITHIN ANY EXIT SIGN OR ASSOCIATED JUNCTION BOX FOR ANY OTHER CIRCUIT.21. PROVIDE EXPANSION AND DEFLECTION FITTINGS IN CONDUITS CROSSING BUILDING EXPANSION AND SEISMIC JOINTS. SEE DETAIL E/E5.22. PROVIDE JUNCTION AND/OR PULL BOXES WHEN NECESSARY OR REQUIRED BY CEC.23. ALL CONDUCTORS SHALL BE COPPER, THHN, #12 AWG MINIMUM. UNLESS IN A WET LOCATION IN WHICH CASE THWN SHALL BE USED.24. INSTALL GREEN INSULATED GROUND WIRE IN ALL CIRCUITS. SIZE PER NEC REQUIREMENTS OR THE SAME AS PHASE CONDUCTORS WHICH EVER ISLARGER. UNLESS INDICATED OTHERWISE.25. ALL NEW WIRING, CONDUIT, AND JUNCTION BOXES SHALL BE CONCEALED WITHIN NEW WALLS, CEILINGS OR FLOOR SPACES. SURFACE MOUNTCONDUIT ON OLD WALLS AND CEILINGS. RUN ALL SURFACE RACEWAY TIGHT TO STRUCTURE, PARALLEL TO BUILDING LINES.26. PAINT ALL EXPOSED ELECTRICAL CONDUITS AND BOXES, PATCH AND PAINT ALL SCUFF MARKS AND/OR DAMAGE RESULTING FROM CONSTRUCTION.SELECT NEW PAINT COLOR TO MATCH EXISTING PAINT COLOR.27. NO FOREIGN EQUIPMENT SHALL BE LOCATED WITHIN THE SPACE ABOVE OR BELOW ELECTRIC PANELSSTORM WATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCEWITH THE CITY WATER QUALITY STANDARDS CONTAINED IN LOCAL REGULATIONS, FEDERAL REGULATIONS AND ANY EROSION CONTROL PLAN ASSOCIATEDWITH THIS PROJECT. ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE ADEQUACY AND PROPERFUNCTION THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT.COMPLIANCE WITH THE WATER QUALITY STANDARDS AND ANY EROSION CONTROL PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITEDTO THE FOLLOWING:1. ALL POLLUTANTS SHALL BE RETAINED ON SITE UNTIL PROPERLY DISPOSED OF, AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW,SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND.2. STOCKPILES OF CONSTRUCTION-RELATED MATERIALS SHALL BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND ORWATER FLOW.3. TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER ANDDISPERSAL BY WIND.DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 1628. PROVIDE SIGNAGE ON ALL ELECTRIC PANELS TO KEEP THE SPACE 36" IN FRONT OF THE PANELS FREE OF OBSTRUCTIONS.29. PROVIDE WARNING LABEL ON ALL PANELS "WARNING, ELECTRICAL ARC FLASH HAZARD, PERSONAL PROTECTION, EQUIPMENTREQUIRED, FAILURE TO COMPLY CAN RESULT, IN INJURY OR DEATH, REFER TO NFPA 70E."30. UPDATE PANEL BOARD DIRECTORY AS CIRCUITS ARE INSTALLED. PREPARE NEW TYPE WRITTEN PANEL SCHEDULES.31. ALL EXTERIOR EQUIPMENT SHALL BE IN WEATHERPROOF (NEMA 3R) ENCLOSURES. ALL NEW WIRING SHALL BE IN CONDUIT,SUITABLE FOR SUN EXPOSURE AND WET LOCATIONS. FIELD APPLIED COATING ARE NOT ACCEPTABLE.32. DC SOLAR POWER SHALL BE NEGATIVELY GROUNDED.33. ALL MARKING SHALL BE PER CODE REQUIREMENTS.34. INVERTERS MUST COMPLY WITH UL 1741 TO PREVENT ISLANDING ON POWER FAILURE. THE INVERTER SHALL PUT NOT POWER ON TO THE GRID IF THEGRID IS OFF-LINE.35. NOTHING IN THESE PLANS SHALL BE CONSTRUED TO CONTRADICT NEC, UL OR LOCAL CODES.36. ALL SYSTEM COMPONENTS (MODULES AND INVERTERS ETC) SHALL BE UL LISTED.37. MOUNT TO ROOF USING UL APPROVED MOUNTING HARDWARE. FOLLOWING MANUFACTURERS DIRECTIONS. MOUNTING HARDWARE EVERY 4' ONCENTER UNLESS OTHERWISE NOTED.38. MARK ALL DC CONDUIT "CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED". MARK ALL DISCONNECTS INCLUDING DISCONNECTS INCLUDED ININVERTERS WITH "CAUTION: SOLAR CIRCUIT DISCONNECT". MARK THE MAIN SERVICE WITH "CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED". USEDURABLE MARKING WITH 3/8" WHITE LETTERS ON RED BACKGROUND.39. MARK THE NEC REQUIRED CLEAR SPACE ON THE FLOOR IN FRONT OF ALL DEVICES BEING INSTALLED.40. SUPPORT ALL ROOF MOUNTED CONDUIT WITH FOAM 'SLEEPERS' IN UL APPROVED SYSTEM.41.OBTAIN THE BEST INFORMATION ON UNDERGROUND UTILITIES IN AREAS BEING TRENCHED. USE 'DIG ALERT' OR OTHER LOCATING SERVICE BEFOREDIGGING.42.SOLAR PANELS SHALL NOT BE INSTALLED OVER ANY PLUMBING OR MECHANICAL VENTS, EXHAUSTS OR CHIMNEYS.43.REMOVAL OF INVERTER, METER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODECONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTOR.44.All PV MODULES AND ASSOCIATED EQUIPMENT SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE, AND ACCESS BY UNQUALIFIED PERSONS.45.NO PLASTIC ZIP TIESELECTRICAL CONSTRUCTION GENERAL NOTES:STORM WATER PREVENTION NOTES:VISIBILITY FROM ADJACENT PROPERTY:00202 PROPERTY LAYOUTROOF MAP E00103NESW270280 290 300310320 330 340 35001020 304O5060708090100110120130140150160170180190200210 220 230 240250 260 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16LEGEND:-(1) - Utility Meter(2) - Main Service Panel(3) - AC Disconnect(4) - IQ Combiner Panel(5) - Junction Box(6) - Solar Module(7) - Micro Inverter(8) - Battery Backup System- Fire Setback02HMAPB01.16.22 Date Signed 1/17/2022 Date Signed 1/17/2022 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16PV LAYOUTE00204NESW270280 290 300310 320 33034035001020304O5060708090100110120130140150160170180190200210220230240250260ROOF AREA IN SQ.FT : 636 Sq.ftARRAY AREA IN SQ.FT : 274 Sq.ftARRAY AREA IN % : 43%ROOF AREA COVERAGELEGEND:-(1) - Utility Meter(2) - Main Service Panel(3) - AC Disconnect(4) - IQ Combiner Panel(5) - Junction Box(6) - Solar Module(7) - Micro Inverter(8) - Battery Backup System- Fire Setback02HMAPB01.16.22 STRING LAYOUT E00305NESW270280 290 300310 320 33034035001020304O5060708090100110120130140150160170180190200210220230240250260 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16LEGEND:-(1) - Utility Meter(2) - Main Service Panel(3) - AC Disconnect(4) - IQ Combiner Panel(5) - Junction Box(6) - Solar Module(7) - Micro Inverter(8) - Battery Backup System- Fire Setback02HMAPB01.16.22 Date Signed 1/17/2022 S00106NESW270280 290 300310 320 33034035001020304O5060708090100110120130140150160170180190200210220230240250260 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16ATTACHMENT LAYOUTATTACHMENT SPACING DETAILSATTACHMENT DETAILS - ROOF PENETRATION POINTS - PV MODULES - RAILS - ROOF PENETRATION POINTS - PV MODULES - RAILSRoof Cover Type: Standing Seam MetalRafter Size with O.C: 2" X 4" @ 24"Attachment Spacing: 4'No. of Attachment Points: 26Attachment Type: Non-StaggeredReference WeightsModule SF21.07SFModule Weight48.50LBSModule Loading2.30LBS/SFMounting Weight1LBS approx.Total Weight3.30LBS/SFSite DataModuleLBSHome13630.5002HMAPB01.16.22 E00407DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 165.2 kW DC PROPOSED PV SYSTEM THREE LINE DIAGRAM3/4" EMT(3)#10 AWG THWN-2(1)#8 AWG GroundUTILITYSERVICEACDISCONNECT-1 (N)30A Rated,Non-Fused MetallicBLACK - L1RED - L2WHITE - NEUTRALGREEN - GROUNDBATTERY BACKUP SYSTEMBidirectionalUtility Meter200A INOUTBAT++-+-+--(2)#3/0 AWG THWN-23/4" EMT(3)#8 AWG THWN-2(1)#8 AWG GroundCRITICALLOAD PANEL (N)240V, 100A Rated30AMAIN SERVICE PANEL (E)240V, 200A Rated30AQ CABLEBLACK - L1RED - L2FREE AIR(4)#12 AWG Q Cable(1)#8 AWG Ground JB (N)JB for1-13 InvertersIQ COMBINERPANEL (N)240V, 80A Rated(X-IQ-AM1-240-3)20A3/4" EMT(4)#10 AWG THWN-2(1)#8 AWG Ground100AMain LugENPHASE IQ7A01st(400W) Module07th(400W) Module02 to 05 ModulesO/P combinedthrough trunk cable06th(400W) ModulePV ARRAY-1 (N)Total strings: 02, Total Modules : 13 (400W), Total Output : 5.2 kWString 1 Containing 07 Modules and 07 IQ7A-72-2-US Microinverters and output combined through trunk cableBATTERY BANK (N) TROJAN SPRE 06 225 (6V, 225AH)24V, 450AH SYSTEM++-+-+--INVERTER /CHARGER (N)SCHNEIDERSW 40243/4" EMT(3)#8 AWG THWN-2(1)#8 AWG GroundACDISCONNECT-2 (N)30A RatedNon-Fused MetallicENPHASE IQ7A01st(400W) Module06th(400W) Module02 to 04 ModulesO/P combinedthrough trunk cable05th(400W) ModuleString 2 Containing 06 Modules and 06 IQ7A-72-2-US Microinverters and output combined through trunk cable20A01PSPB12.13.2102HMAPB01.16.22 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 E00508Inverter Rating SpecsENPHASEIQ7A-72-2-USNominal Input-A DCMax.Short Circuit I/P15A DCOutput Voltage240V ACImax1.45A ACInec1.8125A (@125%)OutdoorNEMA TYPE 6EnclosureUL1741 / IEEE 1547WIRING AND CONDUIT SCHEDULEDC SCHEDULEITEMDESCRIPTIONIDQTYVoc (V)Vmpp (V)STCImpp (A)STCISC (A) STCMax Circuitcurrent (A)NominalPowerMinimumAmpacity (A)AdjustedAmpacity(A)OCPDrating (A)MultipleconductorDerateTemperatureDerateMax ONEWAYLENGTH (ft)WIRE SIZEWireAmpacity(A)DeratedAmpacity(A)GROUNDWIRE TYPER/1000FTV LOSS %TEMP MAXTOTAL NO OFCONDUCTORSNO. OFCURRENTCARRYINGCONDUCTORSCONDUIT1MODULEHANWHA SOLARA1345.337.1310.7711.1413.9340017.418.5201.000.763.6#12 AWG3022.8#6 BarePV1.980.41%52 C32N/A2DC WIRINGINVERTER TO BATTERYB224220-343.8457.1-0.800.965#3/0225172.8-THWN-20.08-32 C22N/ATotal Nominal Power5200DC Drop0.41%AC SCHEDULEITEMDESCRIPTIONIDQTYVOLTAGE (V)Max Circuit Current (A)PowerMinimumAmpacity (A)AdjustedAmpacity(A)OCPDrating (A)MultipleconductorDerateTemperatureDerateMax ONEWAYLENGTH (ft)WIRE SIZEWireAmpacity(A)DeratedAmpacity(A)GROUNDWIRE TYPER/1000FTV LOSS %TEMP MAXTOTAL NO OFCONDUCTORSNO. OFCURRENTCARRYINGCONDUCTORCONDUIT3AC WIRINGMICRO INVERTER OUTPUT CONNECTEDTO INPUT OF TRUNK CABLEC132401.453491.81.9NA1.000.762#12 AWG3022.8#8 AWGQ CABLE1.980.00%52 C32N/A4TRUNK CABLE OUTPUT TO JUNCTION BOX(MICRO INVERTERS AC OUTPUTCONNECTED PARALLEL BY USING TRUNKCABLE)D124010.15244312.716.9200.800.7615#12 AWG3018.24#8 AWGQ CABLE1..980.07%52 C54N/A5JUNCTION BOX TO IQ COMBINER PANELE124010.15244312.716.9200.800.7610#10 AWG4024.32#8 AWGTHWN-21.240.05%52 C543/4" EMT Min6IQ COMBINER PANEL TO AC DISCONNECT-1TO BATTERY BACKUP SYSTEMF124018.85453723.625.1251.000.965#10 AWG4038.4#8 AWGTHWN-21.240.05%32 C423/4" EMT Min7BATTERY BACKUP SYSTEM TO MAINSERVICE PANELG124013340016.317.3201.000.9615#8 AWG4038.4#8 AWGTHWN-20.7780.06%32 C423/4" EMT MinTotal Nominal Power4537AC Drop0.24%System ConfigurationNumber of strings2QtyNumber of Modules13QtyModules Per string1 X 1Number of Inverter13QtyModule ModelQ.PEAK DUO BLK ML-G10Inverter ModelIQ7A & SCHNEIDER SW 4024PV Service Disconnect30ADC Watts STC5200WMax AC output Current18.85AOperating AC Voltage240VBILL OF MATERIALREF. DES.QTY.MANUFACTURERMODEL NUMBERDESCRIPTIONSOLAR MODULES13HANWHA SOLARQ.PEAK DUO BLK ML-G10SOLAR PANEL400W1000V (UL)NOTES: 1. TYPE-1 UL 1703 class CINVERTER/CHARGER1SCHNEIDERCONEXT SW4024INVERTER3.4kWNEMA 3R240V ACNOTES: 1. UL1741, UL 1998, UL 1699B, IEEE1547 2. DC INPUT WIRE RANGE (2) #12 to #2; AC OUTPUT WIRE RANGE (3) #12INVERTER13ENPHASEIQ7A-72-2-USINVERTER0.349kWNEMA TYPE 6240V ACNOTES: 1. UL1741, UL 1998, UL 1699B, IEEE1547 2. DC INPUT WIRE RANGE (2) #12 to #2; AC OUTPUT WIRE RANGE (3) #12MSP1TBDTBDMAIN SERVICE PANEL, NEMA 3R ENCLOSURE200A1Ph240V ACAC DISCONNECT2TBDTBDAC DISCONNECT30A240VACNOTES: 1. USED AS PV UTILITY/SERVICE DISCONNECT 2. LOCKABLE HEAVY DUTY SWITCH WITH VISIBLE CONTACTS, UL LISTEDCRITICAL LOAD PANEL1TBDTBDCRITICAL LOAD PANEL FOR EMERGENCY LOADS100A1Ph240V ACBATTERY8TROJANSOLAR SPRE 06 225BATTERY225AH6V DCIQ COMBINER PANEL1ENPHASEX-IQ-AM1-240-3IQ COMBINER PANEL, NEMA 3R ENCLOSURE80A1240V ACJUNCTION BOX1TBDTBDJUNCTION BOX300V AC01PSPB12.13.21Module Rating SpecsHANWHA SOLARQ.PEAK DUO BLK ML-G10Pmax -400WpVmp -37.13VImp -10.77AVoc -45.3VIsc -11.14A02HMAPB01.16.22 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 E00609SIGNAGE REQUIREMENT :RED BACKGROUND .WHITE LETTERING. ("WARNING"-3/8" LETTERS).ALL CAPITAL LETTERS.ARIAL OR SIMILAR FONT . WEATHER - RESISTANT MATERIAL,UL 969.SYSTEM LABELING DETAIL:$OO3ODTXHVDQGVLJQDJHUHTXLUHGE\WKHHGLWLRQRI1(&ZLOOEHLQVWDOOHGDVUHTXLUHG3ODFDUGVFRQVLVWRIZKLWHOHWWHULQJRQUHGEDFNJURXQGZLWKWH[WZULWWHQLQFDSLWDOOHWWHULQJDPLQLPXPRI´LQKHLJKWRQSODVWLF(QJUDYHGSODFDUGVAlternate Power Source Placard shall be metallic or plastic with engraved or machine printed letters in a contrasting color to the plaque, include the location of meter, disconnects, inverter, the array and a footprint of the entire building and site. This plaque will beattached by pop rivets, screws or other approved fasteners. If exposed to sunlight, it shall be UV resistant.Photovoltaic DC conductors entering the building shall be installed in a metallic raceway and shall be identified every 5 feet -- and within 1 foot of turns or bends and within 1 foot above and below penetrations of roof/ceiling assemblies, walls, or barriers labeled³&DXWLRQ6RODU&LUFXLW´RUHTXLYDOHQW([DPSOHVRIDOOUHTXLUHGZDUQLQJODEHOVSHU1(&DQG&(&EHORZDC LABELSPLACE ON 1.DC Junction Boxes 2.DC Combiner BoxesPHOTOVOLTAIC SYSTEMAC DISCONNECTOPERATING VOLTAGE240 VACOPERATING CURRENT 18.85 AmpsWARNINGELECTRIC SHOCK HAZARDTERMINALS ON BOTH THE LINE ANDIN THE OPEN POSITIONLOAD SIDES MAY BE ENERGIZEDPER NEC 680.14(C)(2), 680.17(4),680.54PER NEC 680.14(C)(2), 680.17(4),680.54DC DISCONNECT WARNINGAC DISCONNECT WARNINGPer NEC 690.54operating voltage,operating current"PV System Disconnect "label NEC 690.14(C)(2)Required Disconnect MarkingsPLACE ON 1.DC Junction Boxes 2.DC Combiner BoxesPLACE ON : Main Solar DisconnectPLACE ON: Inverter Breaker Panelif sum of breaker exceeds panel ratingInverter output connection *labelNEC 705.12(7)Point Of Conection"PV Power Source "Label. NEC 690.31(E)(3)DC-PV Source Conductor"Electric Shock Hazard"label NEC 690.35(F)ungrounded PV systemPLACE ON:All DC Source Markings and SystemOutput Conductor Raceways"Caution Solar Circuit "Label NEC 690.4(F),690.31(E)(4)place on conduit every 10 feet IFC 605.11.1.1 & IFC 605 .11.2*MUST BE REFLECTIVE IF INDOORS OR IN ATTICCAUTIONSOLAR ELECTRIC SYSTEMCONNECTED WITH SOURCE ANDDISCONNECTS AS SHOWN"Dual Power Supply"label NEC 690.64,705.12(4)point of connection"Do Not Touch terminals" labels NEC 690.17(4)Switch or Circuit BreakerPLACE ON : Next to inverter interconnectionBreaker,Load center, & Service PanelOTHERSPLACE ON : Next GFI Reset"Ground Fault Indicated"label Nec 690.5(C)Ground Fault ProtectionPHOTOVOLTAIC SYSTEMDC DISCONNECTWARNINGELECTRIC SHOCK HAZARDTERMINALS ON BOTH THE LINE ANDIN THE OPEN POSITIONLOAD SIDES MAY BE ENERGIZEDPHOTOVOLTAIC SYSTEMDISCONNECTWARNINGELECTRIC SHOCK HAZARDTHE DC CONDUCTORS OF THISPHOTOVOLTAIC SYSTEM AREUNGROUNDED ANDMAY BE ENERGIZEDPHOTOVOLTAIC POWERSOURCECAUTION SOLAR CIRCUITWARNINGINVERTER OUTPUT CONNECTIONDO NOT RELOCATETHIS OVER CURRENT DEVICEPV SOLAR BREAKERDO NOT RELOCATETHIS OVER CURRENTDEVICEELECTRIC SHOCK HAZARDTERMINALS ON BOTH THE LINE ANDIN THE OPEN POSITIONLOAD SIDES MAY BE ENERGIZEDWARNINGINVERTER OUTPUT CONNECTIONSOURCES : UTILITY GRID ANDPV SOLAR ELECTRIC SYSTEMTHIS ELECTRIC SYSTEMIS ALSO SERVED BY APHOTOVOLTAIC SYSTEMCAUTION: SOLAR ELECTRICSYSTEM CONNECTEDWARNINGELECTRIC SHOCK HAZARDIF GROUND FAULT IS INDICATEDALL NORMALLY GROUNDEDCONDUCTORS MAY BEUNGROUNDED AND ENERGIZEDPer NEC 690.53operating voltage,operating current ,max system voltageshort circuit current and maximum output current of the charge controller if one is installedDC LABELSPLACE ON 1.DC Junction Boxes 2.DC Combiner BoxesPHOTOVOLTAIC SYSTEMAC DISCONNECTWARNINGELECTRIC SHOCK HAZARDTERMINALS ON BOTH THE LINE ANDIN THE OPEN POSITIONLOAD SIDES MAY BE ENERGIZEDPER NEC 680.14(C)(2), 680.17(4),680.54PER NEC 680.14(C)(2), 680.17(4),680.54WARNINGMust show drawing of the property andequipment layout .per NEC 690.56NESW270280 290 300 310 320 330 340 350 010 20 30 4O 50 60708090100110 120 130140 150 160 170180190200 210 220230 240 250 260PLACE ON : InverterPHOTOVOLTAIC SYSTEMEQUIPPED WITHRAPID SHUTDOWNLabel NEC 690.56(C)SOLAR PHOTOVOLTAIC&MICRO INVERTERJUNCTION BOXIQ COMBINER PANELAC DISCONNECTMAIN SERVICE PANELUTILITY METERBATTERY BANKSYSTEM02HMAPB01.16.22 00310MOUNT ACCORDING TO MOUNTING MFG INSTRUCTIONS AND CIVIL/STRUCTURAL DIRECTIONS.USE FASTENERS SUITABLE TO SURFACE BEING ATTACHED. LAG-SCREWS FOR WOOD, NUTS (LOCKING) AND BOLTS FOR METAL STRUCTURES.MOUNT 4' ON CENTER UNLESS OTHERWISE NOTED OR REQUIRED TO CONNECT TO STRUCTURAL MEMBERS.DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 1602HMAPB01.16.22 MOUNT ACCORDING TO MOUNTING MFG INSTRUCTIONS AND CIVIL/STRUCTURAL DIRECTIONS.USE FASTENERS SUITABLE TO SURFACE BEING ATTACHED. LAG-SCREWS FOR WOOD, NUTS (LOCKING) AND BOLTS FOR METAL STRUCTURES.MOUNT 4' ON CENTER UNLESS OTHERWISE NOTED OR REQUIRED TO CONNECT TO STRUCTURAL MEMBERS. 00411DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 00512MOUNT ACCORDING TO MOUNTING MFG INSTRUCTIONS AND CIVIL/STRUCTURAL DIRECTIONS.USE FASTENERS SUITABLE TO SURFACE BEING ATTACHED. LAG-SCREWS FOR WOOD, NUTS (LOCKING) AND BOLTS FOR METAL STRUCTURES.MOUNT 4' ON CENTER UNLESS OTHERWISE NOTED OR REQUIRED TO CONNECT TO STRUCTURAL MEMBERS.DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 00613MOUNT ACCORDING TO MOUNTING MFG INSTRUCTIONS AND CIVIL/STRUCTURAL DIRECTIONS.USE FASTENERS SUITABLE TO SURFACE BEING ATTACHED. LAG-SCREWS FOR WOOD, NUTS (LOCKING) AND BOLTS FOR METAL STRUCTURES.MOUNT 4' ON CENTER UNLESS OTHERWISE NOTED OR REQUIRED TO CONNECT TO STRUCTURAL MEMBERS. DESIGNED BYREVDRAWNBYCHK'DBYDATE00MTPB12.08.21Sheet NoJob ID /RPage NoRE-21-182/02of 16 00714MOUNT ACCORDING TO MOUNTING MFG INSTRUCTIONS AND CIVIL/STRUCTURAL DIRECTIONS.USE FASTENERS SUITABLE TO SURFACE BEING ATTACHED. LAG-SCREWS FOR WOOD, NUTS (LOCKING) AND BOLTS FOR METAL STRUCTURES.MOUNT 4' ON CENTER UNLESS OTHERWISE NOTED OR REQUIRED TO CONNECT TO STRUCTURAL MEMBERS.01PSPB12.13.21 Date: 01/05/2022 Renewable Energy Corporation 1850 York Road Suites L & M Timonium, MD 21093 Dear Applicant, This is to inform you that the Residential Addition-Alteration Permit (2022-00017) for 4304 MAIN Street, Maryland Inventory of Historic Properties WA-III157, is subject to review by the Historic District Commission (HDC). As part of the review a staff person will be visiting the site to take pictures of any applicable building exteriors. If you wish to be present during this site visit please contact our office at 240-313-2430. The applicant for the Residential Addition-Alteration Permit is encouraged to attend the HDC meeting on February 2, 2022 at 7:00pm to answer any questions the Commission may have. Please be sure to review the information provided on the HDC web pages at: https://www.washco-md.net/planning-zoning/historic-district-commission/ Please also consider review of the information provided by the National Park Service regarding solar on historic properties linked here. Again, your attendance of the Historic District Commission meeting is optional. Due to coronavirus, this meeting will be virtual through Zoom. If you wish to participate you may contact our office no later than 2pm the day before the meeting for connection information. If you have any additional questions you may contact our office. Sincerely, Meghan Jenkins, GISP Historic District Commission Staff CC: Shane and Jessica Ritondo (owners) 4304 Main Street Rohrersville, MD 21779 Record #Type MIHP#Record Status Folder Status Status Date Task Name Comments Note 05-Jan-22 Historical Review adding to the HDC agenda for Feb virtual meeting sent contact letter to customer Days in Review:1 Folder Status Status Date Task Name Comments Passed - Info 10-Jan-22 Historical Review Structure is accessory to house built in the 1950's and is to the rear with block construction. Structures are not individually mentioned in Blairs Valley which has a significance date of 1800-1899 and no formal survey. These structures are outside of the listed period of significance as well. No HDC review required. Days in Review:0 Activity Count:2 Passed - Info Total 0 1 1 1 1 2Total1 Residential Demolition Permit Total 0 Residential Addition-Alteration Permit Total 1 Review Activities Summary Application Type Application Number Note 04-Jan-22 LOR 4304 MAIN STREET INSTALLATION OF (14) 5KW ROOF MOUNTED SOLAR PANELS ON DWELLING 2022-00096 Residential Demolition Permit Approved 10-Jan-22 10-Jan-22 LOR 13516 BLAIRS VALLEY ROAD DEMOLISH 1,264 SQ. FT. DETACHED GARAGE TO REAR OF DWELLING 2022-00017 Residential Addition- Alteration Permit III157 Review 04-Jan-22 Historic Review Activity 12/22/2021 thru 01/20/2022 Open Date Date Assigned Location Description Workflow Info Gregory Smith, Chair Vernell Doyle Lloyd Yavener, Vice Chair Michael Lushbaugh Ann Aldrich Courtney Lowery Edith Wallace Jeffrey A. Cline, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COU NTY, MARYLAND WWW.WASHCO-MD.NET 100 West Washington Street, Suite 2600 | Hagerstown, MD 21740 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1 Property Owner Address 1 Address 2 City, State, Zip Dear Property Owner, Your property(PROPERTY INFORMATION) (PROPERTY INFORMATION) (PROPERTY INFORMATION) has been identified as being within a designated County Growth Area and having structure(s) identified on the Maryland Inventory of Historic Properties (MIHP) that may be threatened by non-compatible zoning or land use. Your property has been previously identified through survey and included on the MIHP survey (RESOURCE DETAILS)(RESOURCE DETAILS)(RESOURCE DETAILS). The Historic District Commission (HDC) is hoping to provide citizens with resources for the continued use of the historic structure and its protection. The HDC acknowledges that these Growth Areas have rapidly evolving land uses, which may require proactive approaches to resource retention. There have been several demolitions of structures included on the MIHP in recent years both in and out of these growth areas. The goal of the HDC is to ensure that a dialogue exists prior to a demolition application involving these resources and to hopefully minimize these demolitions through collaboration with property owners. The HDC would encourage property owners interested in retention of their MIHP resources to consider the County’s Historic Preservation Zoning Overlay (HP Overlay). This Overlay persists through changes in ownership and provides property owners the ability to apply for local historic preservation tax credits for qualifying exterior projects or new construction in the amount of 10% or 5% respectively. These tax credits are available if the work follows the Secretary of Interior’s Standards for Rehabilitation. You can review more details on the program, including additional State and Federal credits that can be combined at this link: https://arcg.is/e5jCW . The HDC highly encourages that interested property owners place this overlay if they wish for the historic structure to have more protections during comprehensive plan and project reviews in the future as well. Since your property contains a structure on the MIHP, the HDC also wanted to determine if there were any additional programs or assistance that could be provided to help with the retention of the resource. The HDC website has a Customer Resources page available covering a variety of topics. Please reach out using the included contact information with any suggestions or considerations that the HDC should undertake. Thank you for your stewardship of a historic resource in Washington County. The HDC looks forward to working with you in the future. Sincerely, Meghan Jenkins Historic District Commission Staff Maryland Historical Trust • 100 Community Place • Crownsville • Maryland • 21032 Tel: 410.697.9591 • toll free 877.767.6272 • TTY users: Maryland Relay • MHT.Maryland.gov Larry Hogan, Governor Boyd Rutherford, Lt. Governor Robert S. McCord, Secretary Sandy Schrader, Deputy Secretary January 14, 2022 Mr. Joe Franek, P.E. North Point Development 3010 Highland Parkway, Suite 440 Downers Grove, IL 60515 Re: National Pike Logistics Center Washington County, Maryland MDOT SHA EAPD No. 3848 MDOT SHA Tracking No. 21APWA012XX Dear Mr. Franek: Thank you for providing the Maryland Historical Trust (Trust) with information regarding the above-referenced project. We understand that the project may require an Engineering Access Permit from the Maryland State Highway Administration (MDOT SHA). Therefore, we have assessed the effects of the undertaking on historic properties in accordance the Maryland Historical Trust Act of 1985, as amended, State Finance and Procurement Article §§ 5A-325 and 5A-326 of the Annotated Code of Maryland. As noted in your correspondence, NorthPoint Development proposes to construct two large warehouses with internal roadways, parking, and stormwater management ponds. Construction of the industrial buildings will necessitate the demolition of one property included in the Maryland Inventory of Historic Properties (MIHP) known as the J.R. Fridinger Farm (MIHP No. WA-004). The Trust believes that this property is eligible for listing in the National Register of Historic Places. According to Article §§ 5A-325 and 5A-326 of the Annotated Code of Maryland, demolition of properties listed in the Maryland Register of Historic Properties/National Register of Historic Places constitutes an adverse effect that requires consultation and development of feasible and practicable means to avoid, mitigate, or satisfactorily reduce the adverse effect. After reviewing the proposed plans, the Trust has determined that the project must complete additional avoidance and mitigation measures to satisfactorily reduce the project’s adverse effects. It appears that the existing tenant/spring house may not be impacted by the proposed construction activities. We strongly recommend NorthPoint Development explore options to retain and incorporate the tenant/spring house into the proposed development. Finally, the Trust has determined that the project’s adverse effect will be satisfactorily reduced by NorthPoint Development carrying out the following mitigation measure: MIHP Addendum Form for the J.R. Fridinger Farm (MIHP No. WA-004) • NorthPoint Development will complete an Addendum to the existing MIHP record for the J.R. Fridinger Farm (MIHP No. WA-004). The Addendum will provide an updated architectural description and historic context for the property and include high quality digital photographic documentation of structures and landscape prior to the commencement of demolition and construction activities. Photographs should include images clearly showing all facades of primary buildings, all accessory buildings and structures, all significant landscape features, and the Mr. Joe Franek, P.E. National Pike Logistics Center Page 2 general landscape and context of the property. Photographs must be either traditional black-and-white images prepared in accordance with the Standards and Guidelines for Architectural and Historical Investigations in Maryland (2019), or digital images prepared in accordance with the standards for submission of digital images (Appendix B in the Standards and Guidelines). NorthPoint Development will provide digital photo files, a photo key plan, photo log and the MIHP Addendum form to the Trust for review and acceptance. Please sign the concurrence line provided at the end of this letter if you concur with the Trust’s stipulation and provide the Trust and the MDOT SHA with copies. If NorthPoint Development does not agree with these stipulations, further consultation will be necessary to conclude the historic preservation consultation. Inclusion of this signed letter with the MDOT SHA Access Permit application is evidence that NorthPoint Development agrees to satisfactorily comply with Article §§ 5A-325 and 5A-326 of the Annotated Code of Maryland and also satisfies the responsibilities of MDOT SHA under the Maryland State historic preservation law. If you should have any questions or comments regarding this matter, please contact Tim Tamburrino at tim.tamburrino@maryland.gov or Beth Cole at beth.cole@maryland.gov. Thank you for the opportunity to comment. Sincerely, Elizabeth Hughes Director/State Historic Preservation Officer EH/TJT 202104849 cc: Douglass C. Reed (via email) Meghan Jenkins (via email) CONCURRENCE: NorthPoint Development agrees to implement the above stated recordation stipulation to satisfactorily reduce the adverse effect of this undertaking and fulfill NorthPoint Development’s responsibilities under Article §§ 5A-325 and 5A-326 of the Annotated Code of Maryland. … Signature of NorthPoint Development Representative ____________________________________________ Printed Name ____________________________________________ Title ____________________________________________ Address