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HomeMy WebLinkAboutAgendaPacket 5-4-22Gregory Smith, Chair Washington County Vernell Doyle Lloyd Vavener, Vice Chair Michael Lushbaugh Ann Aldrich Kourtney Lowery Edith Wallace Jeffrey A. Cline, BOCC Rep HISTORIC DISTRICT COMMISSION OF WASHINGTON COUNTY, MARYLAND AGENDA May 4, 2022, 7:00 p.m. Washington County Administration Complex, 100 West Washington Street, Room 2001, Hagerstown, MD 21740 **Masks are encouraged in all County Buildings regardless of vaccination status** CALL TO ORDER AND ROLL CALL MINUTES 1. Minutes of the April 6, 2022 meeting NEW BUSINESS 1. Permit 2022-01421— 4835 Branch Avenue, Sharpsburg — (Discussion/Action) 1500sq.ft. pavilion on concrete slab, pressure treated wood, pre-engineered roof trusses (ANTIETAM OVERLAY) * 2. SHA Project No.WA461B21, Interstate 68 over Creek Road Replacement - (Discussion/Action) request for concurrence that there would be no historic properties affected by the replacement of Bridge Nos.2107603 and 2107604, IS 68 over Creek Road in Washington County * 3. SHA Project No.WA466A21, Interstate 70 at St Paul Road Replacement — (Discussion/Action) request for concurrence that there would be no historic properties affected by the replacement of Bridge Nos. 2110203 and 2110204, 1-70 over St. Paul Road Eastbound and Westbound * (continued on page 2) 100 West Washington Street, Suite 2600 1 Hagerstown, MD 21740 240.313.2430 240.313.24311 TDD: 7-1-1 WWW.WASHCO-MD.NET OTHER BUSINESS 1. Design Guidelines (Discussion/Action) — Discussion of changes to Guidelines and request for consensus to move forward with public hearing of the document. * 2. Staff Report a. Staff Reviews * b. Staff Updates i. Tolson's Save the Date ii. Smithsburg Historical Society April 2022 iii. HAC John Frye Registration iv. Preservation Month Theme Announced by National Trust — People Saving Places ADJOURNMENT UPCOMING MEETING 1. Wednesday, June 1, 2022, 7:00 p.m. (Date/Time may change due to hearing requirements) *attachments The Historic District Commission reserves the right to vary the order in which the cases are called. Individuals requiring special accommodations are requested to contact the Washington County Planning Department at 240- 313-2430 to make arrangements no later than ten (10) days prior to the meeting. Notice is given that the agenda may be amended at any time up to and including the meeting. MINUTES OF THE HISTORIC DISTRICT COMMISSION FOR WASHINGTON COUNTY April 6, 2022 The Washington County Historic District Commission held its regular monthly meeting on Wednesday, April 6, 2022 at 7:00 p.m. in the Washington County Administration Complex, 100 W Washington Street, Room 2001, Hagerstown, MD. CALL TO ORDER AND ROLL CALL The Chairman called the meeting to order at 7:00 p.m. Commission members present were: Greg Smith, Chairman, Ann Aldrich, Lloyd Yavener, Vernell Doyle, Michael Lushbaugh, Kourtney Lowery, Edie Wallace and Ex -officio County Commissioner Jeff Cline. Staff members present were: Washington County Department of Planning & Zoning: Meghan Jenkins, GIS Coordinator and HDC Staff member. MINUTES Motion and Vote: Ms. Aldrich made a motion to approve the minutes of the March 2, 2022 regular meeting with one correction (change May 10th to May 11th for the Washington County Gives fundraiser). The motion was seconded by Mr. Lushbaugh and unanimously approved. OTHER BUSINESS Design Guidelines Ms. Jenkins began with a review of the draft Design Guidelines on page 33 (Standards for Review). • Section based on the Secretary of the Interior's Standards — use quotation marks • Page 40 — Add Settings and Sites after "Guidelines for Existing" and "Guidelines for Proposed" — be consistent throughout the document • Under "Guidelines for Existing" (Page 40) #4 — eliminate the word identical and add "similar species in size and texture" • Page 42, 5th line in 15t paragraph — eliminate "or later historic structures". • Page 42, 6th line in 1st paragraph — eliminate the word "them" and replace with decks • Page 42, Guidelines #4, 2nd sentence — "This guideline often means" — add the word guideline • Page 43 — Archaeological Resources — caption top picture "Cleaning artifacts" • Page 46 — Building Exteriors — remove "openings" and replace with "windows and doors" • Page 49, #3, last sentence — Research the type of mortar mix that is recommended for use on structures constructed prior to 1900 • Page 50 — illustrations of sidings — add German in parenthesis after Drop and change the Board and Batten illustration • Page 52 — Windows — add a paragraph stating that wooden windows can be restored, repaired, or weatherized can be as efficient as modern windows — Review 2 paragraph (possible re- wording) • Windows — graphic of a 9 over 6 window • Suggestion: have an entire page dedicated to window illustrations • On the illustration for the different parts of a window, change the color of the dotted lines • Page 54 — Roofs — 15t paragraph — change Mansart to Mansard • Page 56 — Porches — #1 - add a sentence stating that vinyl replacements are not appropriate • Page 61— Lights — enhance the contrast on the graphics • Page 66— Solar and Other New Technologies — Add information regarding community solar energy generating systems • Page 66 — Solar (Montgomery County, Maryland, 2021) — reduce the font size and also add as an end of page citation • Suggestion: Ground disturbing activities refer back to Archaeological section of Guidelines • Check with County to determine if historic structures can be repaired or restored in a flood plain (like the City of Hagerstown) • Rural Villages — Brief discussion of actions the HDC can take in the Rural Villages — this is an issue that needs to be discussed at another meeting with more explanations — Make reference to the Zoning Ordinance • Glossary has been updated since last review Historic Preservation Month Ms. Jenkins briefly reviewed the social media posts that will be on the County's website during the month of May. She will be incorporating a post regarding the preservation and restoration of wooden windows. The National Preservation Month Proclamation has been scheduled with the Board of County Commissioners on May 3, 2022, TBD. Members are encouraged to attend this meeting. An invitation will be extended to the Historical Advisory Committee as well as the local historic societies in the municipalities. Staff Report Ms. Jenkins provided a written report for members of staff reviews for the previous month. Ms. Jenkins explained that the Town of Sharpsburg is interested in getting the County tax credits extended into their jurisdiction. A virtual meeting was held with County staff, the Town's planner and representatives from the Town Council. Staff is working on researching Memorandums of Understanding for the HDC to perform the reviews for the municipalities. Ms. Jenkins announced the MAHDC Law and Procedures training is scheduled for April 28th at 6:00 pm. This will be via Zoom and will be recorded for future use. Ms. Jenkins stated that the MAHDC Symposium is scheduled for Saturday, May 21, 2022 from 8:30 a.m. to 4:30 p.m. at St. Mary's College of Maryland. Ms. Wallace has submitted her resignation from the HDC due to personal reasons. Ms. Jenkins encouraged members to seek interested individuals to serve on the HDC. There are specific qualifications that must be met per the Washington County Zoning Ordinance. UPCOMING MEETING The next meeting is scheduled for May 4, 2022 at 7:00 p.m. ADJOURNMENT Mr. Lushbaugh made a motion to adjourn the meeting at 8:45 p.m. The motion was seconded by Ms. Aldrich and so ordered by the Chairman. Respectfully submitted, Jill L. Baker, Director Washington County Dept. of Planning & Zoning WASHINGTON COUNTY DIVISION OF PERMITS & INSPECTIONS Washington County 80 West Baltimore Street i Hagerstown, MD 21740-6003 240.313.2460 j F 240.313.2461 Hearing Impaired: 7-1-1 BUILDING & ZONING PERMIT IVR/Record No: 2022-01421 Project No: P2022-0334 Record Type: Non -Residential New Construction Permit Inspector Area: B4 Job Address: 4835 BRANCH Avenue Location: LOR 4835 Branch Avenue Tax Acct ID: 01011189 Zoning District: P Floodplain: No Owner: ANTIETAM CREEK VINEYARDS LLC Applicant: George Warmenhoven 4835 Branch Ave Sharpsburg MD 2000721782 Phone Number: (202)306-5145 Contractor: Shirk Allen Phone No: (877)845-6888 Applied: 3/22/2022 Approved: Status: Review Description: 1500 sq. ft. pavilion on concrete slab, pressure treated wood, pre-engineered roof trusses Foundation Size: 30 x 50 Type of Heat: Public Sewer: Yes Public Water: Yes Gas: No Electric: No Valuation: $25,000.00 Code Enforced: 2018 IBC Construction Type: Commercial Exterior Finish: Metal Air Conditioning: No Septic: Time Existed: Well: Time Existed: No. of Bathrooms: No. of Half Bathrooms: No. of New Bedrooms: No. of Exist. Bedrooms: Setbacks Proposed Minimum Required Lot Tract Area 55.47 Acres 40000 sq. ft. Front Yard Setback 556 40 Rear Yard Setback 700 15 Left Side Setback 852 15 Right Side Setback 502 15 Lot Width 134 100 * 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. ten' C O 1O' 1O' --I 1O' NEW BUILDING SPECIFICATIONS 30 X 50' X 9'4" POST & FRAME PAVILION Q -18" X 8" CONCRETE FOOTINGS (TYP) (5301 LB CAP; 5080 LB COLUMN WT) 8" CONCRETE COLLAR W/1-12" #4 REBAR THROUGH POST ® -4X6 TREATED POSTS 8' OC (TYP) 2X6 TREATED GROUND CONTACT SKIRT BOARD 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC 2-2X10 MSR SYP TRUSS CARRIERS 010' SPANS (644 PLF CAP; 640 PLF ROOF LOAD) TRUSS CARRIER TO POST= "X4" GRK STRUCTURAL SCREWS 10 OEAPOST (2 PER SPLICE MIN) 3330 SHEAR RATING PRE-ENGINEERED ROOF TRUSSES - 4/12 PITCH, 48" OC, 30-5-5 LOADING 2 ROWS 2X4 BOTTOM CHORD TIES (120" OC.) A RIDGID CEILING WILL ALSO BE INSTALLED 389 LB UPLIFT; 5-12D FACE NAILS=445 LB (PG A4.5) 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA 28 GA. G-100 PAINTED STEEL ROOFING & GABLE TOPS 12" PAINTED STEEL VENTED RIDGECAP 29 GAUGE PAINTED STEEL CEILING 1O' 1O' FLOOR PLAN I0RA VIALS RE'1S IC DATE: SITE: 1O' TRUSS CARRIER TO POST CONNECTION © 2 POSTS WHERE ROOF TRUSS DOES NOT MEET POST 16-1%"X4" GRK STRUCTURAL SCREWS AT DOOR OPENING POSTS (4 PER CONNECTION MINIMUM) TRUSS CARRIER TO POST CONNECTION © 2 F WHERE ROOF TRUSS DOES NOT MEET 16-"X4" GRK STRUCTURAL SCREWS AT OPENING POSTS (4 PER CONNECTION MIN 1O' 50' FLOOR PLAN SCALE: 11/64" = 1'0" 1O' - 2-2X10 MSR SYP TRUSS CARRIERS ALL GABLE POSTS EXTEND TO TOP OF ROOF TRUSS ALL INFORMATION SHOWN oil IIJames A. Koppenhaver, P.E. PROPERTY SHIRK POLE BUILDINGS GEORGE WARMENHOVEN r" 304 Logan Ave THIS DRAWING MAY NOT NOTII BE REPRODUCED WITHOUT S H A R P E S B U R G, MD Wyomissing, PERMISSION. BUILDER AND PA 19 610 OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS Email; koppenhaverpe©gmail.Com BEFORE CONSTRUCTION II 0 Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, license No. 16053, Expiration Date: 06-04-2022, per Code of P INK EAST EARL, PA 17519 O M c 28 GA. PAINTED STEEL 11"X6" HEMMED FASCIA ! I I J BACK SIDEWALL LEFT ENDWALL SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" 28 GA. PAINTED STEEL 17" RInC;FC'AP (VFNTFni 'Q rA * % r� i`- z Professional Certification. • * - I hereby certify that these documents were (r : (� prepared or approved by me, and that I am a ^' t^ S c• _� duly licensed professional engineer under the 0�•: �• �` laws of the State of Maryland, License No . 16053, Expiration Date: 06.04.2022. per Code of 16053 �� ` ., •,,,,,,.•"• � Maryland Regulations09.230310 DRAWN BY: ALS ALL INFORMATION SHOWN O ELEVATIONS ON THIS DRAWING IS THE J I. - - _ thNi�1111EIP.E. C N REVIEW: - `�_. 7.�� P. L. PROPERTY OF SHIRK REVISIONS: GEORGE WARMENHOVEN 304 Logan Ave Z P l� NGS A POLE BUILDINGS LLC. THIS DRAYANG MAY NOT BEREPRON.BUI WIRAN SHARPESBURG MD Wyomissing, HPA 19610 PERMISSION. BUILDER AND DATE: 2/16/22 OWNER ARE RESPONSIBLE Email; ko enhaver e©gmail.com TO VERIFY ALL DIMENSIONS P P P 9 £307 READING ROAD EAS I� EARL, VA 17515 SITE: BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-:1001 PANTED RIDGECAP VENTED 1 PAINTED T AifRTRE 28 GA STRUCTURAL SEALTttE p SCREWS AINTED STEEL CLOSLIRE� R4 DIRT OR PERLW S7RIP5 24ON CENTER 1'1yFAlER71TE 2X' PAINTED SCREWS /� \S` o' ON CENTER RooF 1] RIDGE CAP I i METAL SIDING t DETAIL I I ROOFING FASTENERS SCALE: 1/2' - I'0' SCALE: 1/2' - 1.0' 6 NAILS 2X4 ROOF PERLN ROOF ROOF TRUSS PER TRUSS 2X4 ROOF PERLIN / TRUS5� 6 NAILS IkN 3-317(.120 2%4 ROOF \ PER TRUSS ROOF GALV. NAILS PURUN T7 'X4' CARL TRUSS 4-31X.120 NOTCHED SCRE'RS/ OALV. PAILS INTO PO ° 4 NAILS PER 57RPOST AL H SS POST TRI155 6 EACROOF PURLRIORR STRUCTURAL 2X�OCK TRUSS TO TIE BLOCK TRUSS SCREW TO POST FASTENING DETA0. FASTENER DETAIL CARRIER FASTENER DETAIL SCALE: 1/2' - 1'0• SCALE: 1/2' - 1.0' SCALE: 1/2' - 10' 28 GA. PAINTED STEEL ROOFING INSTALLED W/ SCREWS & WASHERS 2X4 BOTTOM CHORD PERMANENT LATERAL BRACRIG (SEE TRUSS WG FOR SPACING) 2X6 SPF 2X4 ROOF FACE BOARDED NS 24' OC. PAINT FASCIATRUSS 2B PAINTED STEEL ypp LINE PANEL CELJNG PRE- NGINEEREDRT)OF INSTALLED ONN TOP�OF HEEADE SIEa 2-2X10 TRUSS CARRIERS FkJ TRIM 2X4 SPF DIAGONAL BRACE FROM ROLIlIE TO WITH FAT4S S'I'P TRUSS CARRIERS NOTCHED INTO POST O) 4X6 TREATED POSTS 8. OC. TYP. I IAWPA U1 TREATED POSTS 8' OC. T GRADE GRADE / 4'-4000 PSI CONCRETE fl II IOF 4'-4000 PSI GRADE (BOTTOM\ (BY ORERS) CONC{ETE�T L) ri �s I 4 thJ k4 IILI��������t�C�I`0Cvrvc.G.cGcGcG a a 28 GA. PAINTED STEEL ROOFING Z \RAKE TRIIA 2X8 F E PAINTED (_: GABLE TR SOFFIT i, I SS M FRJ TRIM SIDING GABLE OVERHANG DETAIL SCALE: 1/2' - I'0• O u d PAINTED STEEL ` .o >E 2X6 FACE BOARD j PA / FASCM O 1 O O_ a ROOF TRUS SOATITYc d OR o O _J C to POST F&J TRIM uETAL SIDING 12'EAVE OVERHANG I 0 >s.6 DETAIL O SCALE: T/2' - 1.0' W OWNER z W Q >� O yr z W PRO —ENGINEERED ROOF 48 OC. ' ^ dI W w a OT v' M .,,, O ,````1`111111111111111/// �� ALL INFORMATTCN SHORN ON TINS CRAVING IS TIE • ` �`° : a°• O°• •••9''�/ = PROPERTY OF SHIRK POLE BUILDINGS LLC. •, THIS GRAVING MAY NOT ff REPRO XSS VID10UT I� 1• • ! I • • .. P€RNSSON. BJLDER AND O'MER ARE FESPCNSBLE Vi � 1' y TO RER ALL IXMEN90Ns BEFORE CONSTRUCTION ,'. °£ ORAVN B1`. ALS Aye 'UNAL;�.�. ''��f1111111111+++�` DATE: 2/16/22 Professional Certification. SITE: I hereby certify that these documents were SECTIONS prepared or approved by me, and that I am a profesof alM eryland, under (We duly of thesed laws of the State of Maryland, license No. 16053, Expiration Date: 06.04-2022, per Code of ` Maryland Regulations 09.23.03.10 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 BUILDING DESIGN NOTES AND DETAILS GRADING & EXCAVATION FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. FOOTINGS STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE FOLLOWED. DRY MIX CONCRETE HYDRATED IN -SITU WILL BE USED UNLESS OTHERWISE SPECIFIED. FRAMING LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM : FB=2150, FC=2050. LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559. .60 CCA MINIMUM AND SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. ROOF TRUSSES ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. TRUSS ERECT10N AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER NTH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 1j" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: "x4" GRK RSS STRUCTURAL SCREWS. SCREW VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; BOTTOM EDGE OF STANDARD ROOFING MATERIALS. A4.8 CONCRETE FLOOR (OPTIONAL) FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. A4.9 STRUCTURAL DESIGN PARAMETERS BUILDING USE= STORAGE USE GROUP=U RISK CATEGORY I EXPOSURE CATEGORY= C HEIGHT & AREA LIMITATIONS=5B UNPROTECTED OCCUPANCY LOAD=AS PER DESIGN TOTAL NUMBER OF FLOORS= 1 TOTAL FLOOR AREA (SQ FT)=1500 BUILDING VOLUME (CU FT)=17,500 STRUCTURE IS DESIGNED FOR ASCE 7-16 ULTIMATE WIND SPEED, VULT=115 MPH (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=91 MPH. SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF ®48" BELOW GRADE UNLESS NOTED OTHERWISE. 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. A4.10 APPLICABLE BUILDING CODES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: 2018 IBC CODE AND ASCE 7-16 -MD A4.11 DESIGN REFERENCES: NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) AMERICAN NATIONAL STANDARDS (ANSI 117-2010) SOUTHERN BUILDING CODE CONGRESS (SSTD10) ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) A4.12 WARRANTY NOTES ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: DRILLING. REMOVING, CUTTING. SAWING, SPLINTERING OR DAMAGING ANY STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS NOT APPROVED BY A CERTIFIED ENGINEER. atuaail A4.13 CONTRACTOR LICENSING MHIC 92197 EXPIRES 04-03-2024 Professional Certification. I hereby certify that these documents were prepared or approved by me. and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No. 16053, L.aplratlon Date: 06-04.2022, per Code of Maryland Regulations 09.23.03.10 y i 1: a. L O 0 N a) >- E C C < o. g20a— d iT -o Y J �c d 0 m w E Y o 0 E w Z W > 0 2 z � m wa O= W V) 0 INFORMATION SHOW! THIS MAY" Is THE OPERTY OF SHIRK LE BUILDINGS LLC. S DRAINING MAY NOT REPRODUCED wtsKLr MISSION. BUILDER AND IER ARE RESPONSIBLE VERFY ALL DIMENSIONS TE: Ut. I MILD JA Job Truss Truss Type Qty Ply Stock IBC2018 115MPH 47099022 82003393 T30 FINK 1 1 Job Reference (optional) Superior Trusses, LLC, Lititz. PA - 17543, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jul 21 08.40:24 2021 Page 1 IDXCCL3vaYmfVlmepn6GhTf9ygjYS-n19TVdeL0r_b2hjF5T3f1Ct8xM_DGZ1iXGpQ 4yvuer -Q-10-8 7-10-8 15-0-0 22-1-8 30-0-0 3p-10.6 0-10-A 7-10-8 ' 7-1-8 ' 7-1-8 i 7-10b 10 Scale = 1.52.6 5x8 4.00 12 fs-& 73 2x4 Q 2x4 ii 3 5 1 2 67 10 9 a 4x12 = 4x8= 3x10 MT18HS = 4x8 = 4x12 10-3-4 19-8-12 30-0-0 LOADING (psf) SPACING- 4-0-0 I CSI. I DEFL. in (loc) I/defl Lid I PLATES GRIP TCLL 33.6 Plate Grip DOL 1.15 I TC 0.61 I Vert(LL) -0.42 2-10 >843 240 I MT20 169/123 (Ground Snow=40.0) Lumber DOL 1.15 I BC 0.90 I Vert(CT) -0.67 2-10 >531 180 MT18HS 197/144 TCDL 5.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.19 6 n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix -S Wind(LL) 0.15 8-10 >999 360 Weight: 133 lb FT = 0% BCDL 5.0 LUMBER- BRACING - TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD BOTCHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF-S No.2 BOT CHORD REACTIONS. (size) 2=0-6-0, 6=0-6-0 Max Horz 2=127(LC 9) Max Uplift 2=529(LC 10), 6=-529(LC 10) Max Gray 2=2711(LC 1), 6=2711(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6043/1122, 3-4=5183/985, 4-5=-5183/985, 5-6=-6043/1122 BOT CHORD 2-1O=-964/5577, 8-10=-541/3756, 6-8=-964/5577 WEBS 3-10=1518/393, 4-10=-222/1769, 4-8=-222/1769, 5.8=-1518/393 2-0-0 oc purling (3-6-0 max.) (Switched from sheeted. Spacing > 2-8-0). Rigid ceiling directly applied or 7-11-2 oc bracing. NOTES - 1) Wind: ASCE 7-16; Vuft=115mph (3 -second gust) Vasd=9lmph; TCDL=3.Opsf; BCDL=3.Opsf; h=15ft; B=458; L=24ft; eave=4ft, Cat. II, Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed , end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16, Pg= 40.0 psf; Pf=33.6 psf (Lum DOL=1.15 Plate DOL=1.15), is=1.0, Rough Cat C; Partially Exp.; Ce=1.0, Cs=1.00, Ct=1.20 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 33.6 psf on overhangs non -concurrent with other live loads. 5) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 2 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=529,6=529. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU -7473 rev. 5119,2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-99 and BC51 Building Component Safety Information available from Truss Plate Institute. 2670 Crain Highway. Suite 203 Waldorf. MD 20601 I certify that this document was prepared or approved by me, and I am a licensed professional engineer under the laws of the State of Maryland. Lic, No. 26187, Expiration Date: 07/20/23. fill tttltttrr,, OF G �.,Jq,N gAc-9 y,LO i 2618 ttlll 11111 July 21,2021 Mil MiTek' 16023 Swingley Ridge Rd Chesterfield, MO 63017 C3 PAUL DE, L77F277 L SET O C. A L 2083 E? // ,',' B LUG / / 1' - : S w Exis F'enceUine s P (/S- o-- (Ii rearBranch . / I Ti -_ tSE1 L_ 1 F 726 E an enters subject proper-; by a rox. 17� near stone r^o N .. C C S I POLE r the e s Of )iorSMc CE I Davicl Shade L 7S1F 577 e P Shade IL Rosemarie Shade 1• r 2140 Folio 281-- ar cet I 130. Lib ^ 3O31 Folio X80--PoLrcel 2 F Y F 670 c. 1 IPA SET FECZ POST { S L x'104 F . T 6 +o ST =clricE TRACT -IS SUECT TJ SCENIC IC S D WI 90RESTRICTIONS I CL.UDEDWITHIN Sc Scattered L_I ER 374 FOLIO 1078 -PARCEL 2 F'encetine Remains o .... - " o cE ..SET n Easy L 50 E 7 Lrr OR IDT REVOCABLE T UST -a-- L 1023 F 586 (1ST PT/ATE LE IS SUSJECT TO r 2c R L. iO2r LP SET' 0 f ,P. SET L I*.:, N/F ALBERT iT JUDY sl - -. iVF HET Lo L. 439 F 79 ERIC S1"EPFiAi�I R tJ L 2142 i• 77; ' \ \ L. 12t►a F 2� IP 51 Meandering Fc nceiine LEOLEONOR MTDTHU Remains tresses property line C UST L 1027 F 956 several times \ \ S n o - F 7 ST ra1� ai-. q "d.« X '� , a aR ' J►r 1 a r ,.. / 'T v o Jd ,rC a .�, a. t • / . s' - • ate ` of �. ' i " � to � L ! � � � Pa r . r r s ar ' ,l• i i � rt16-Hie - N/F BRUCE S. STASKIEWS LIBER 5834, FOLIO 140 E 24708' �J ONE WAY ENTRANCE OH S 72°38'50" E �W Fx-x-x x -x x -x x -x x7 N/F >. BEVERLY S. HERRELL I LIBER 5037, FOLIO 486 x m� I C x I 11io N 73°4750" W 258.86' X I 594.65' Lta I x S 73°47'50" E 246.94' I O N X x N X ii N/F I I BRANDON SMITH AND ANDREA SMITH LIBER 5791, FOLIO 255 x x x Iw N M I I X z X X IX - L13 x 7 I N/F X TERRANCE L. ROHRER LIBER 754, FOLIO 577 \ x I \ x iN/F JEFFREYJ. HANES LIBER 581, FOLIO 670 \ L10 I - - fxf X-XXXJ N/F RICHARD E. EICHELBERGER LIBER 473, FOLIO 306 OH N/F ROBERT L. BROOKS AND KAREN MIDTHUN LIBER 5142, FOLIO 161 HO EXISTING PAVILION OH OH OH S 72°28'19" E 300.00' N 70°46'16"301.76' N/F Existing Private Lane Is ALBERTL AND JUDYC HETZEL Subject To A 20' R/W Per LIBER 439, FOLIO 795 Liber 1023, folio 986 GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET) 1 inch = 100 ft. PROPOSED[ PAVILION 30X50' POLE BLD . (EQPT) PO EBL G. EQP7) O II N/F USA LIBER 2083, FOLIO 379 93716' X��X� S65°2526"E X577' EX. HOUSE O = 4 X BARN WINERY o Ex. Well 415.83' N/F LEONOR MIDTHUN, TRUSTEE LIBER 5405, FOLIO 31 877.18' LANDS OF ANTIETAM CREEK VINEYARDS LLC LIBER 4731, FOLIO 353 55.62 AC. W N/F LEONOR MIDTHUN, TRUSTEE LIBER 5405, FOLIO 31 ii LINE BEARING DISTANCE L1 N 77°02'32" W 20.16' L2 S 61°37'35" W 123.59' L3 N 63°41'55" W 38.96' L4 N 68°06'24" W 143.50' L5 S 20°3836" W 13.34' L6 N 06°15'15" W 3.58' L7 N 03°25'48" E 100.00' L8 N 73°27'55" W 99.26' L9 N 06°07'55" W 125.00' L10 S 73°47'50" E 147.40' L11 N 05°17'50" W 134.45' L12 N 00°42'50" W 130.68' L13 N 73°47'50" W 123.13' L14 N 05°58'17" W 26.80' L15 N 20°00'10" E 196.00' L16 N 23°30'24" E 189.32' L17 N 20°00'10" E 188.24' N/F USA LIBER222, FOLIO 179 oO 0 Professional Certification: I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional under the laws of the State of: License # Expiration Date E S. c Via^ Co z--- w N W c 0 - Co N O NO Q J O U U Z_ g3. w co Q cam U gam^ C/) IQ� U LU =oo 0 W Nx tr LJ- a U O V J —J V U) o M HzZ J rn N r` ` } 0 o N W OO Cr3 zz- w = ,n Q Q m z Q M L N i— cI0 w c� W w I— w � Jw V U LU z U) = z N Q Q W z PROJECT NO. 5583.1 DWNBY DATE AGH 3/24/22 PROJECT MANAGER EMAIL F. FREDERICK FRED@FSA-MD.COM TAX MAP -GRID -PARCEL 080-003-001 SCALE 1"=100' SHEET TITLE PLOT PLAN C-101 SHEET 1 OF 1 CT MARYLAND DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION April 11, 2022 Ms. Elizabeth Hughes State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville MD 21032-2023 Dear Ms. Hughes: Introduction and Project Description Larry Hogan Governor Boyd K. Rutherford Lt. Governor James F. Ports, Jr. Secretary Tim Smith, 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 (MDOT SHA) that there will be no historic properties affected by the proposed Project No. WA461B21, IS 68 over Creek Road, Replacement of Bridge Nos. 2107603 and 2107604. The project involves the full replacement of Bridge Nos. 2107603 and 2107604; resurfacing of IS 68 from approximately 2,000 feet west of Creek Road to approximately 1,000 feet east of Creek Road; full depth reconstruction of a portion of eastbound and westbound IS 68 at the bridges; installation of drainage pipes, construction of stormwater management facilities, placement of traffic barrier and final pavement markings. A location map is included as Attachment 1. Funding Federal funds are anticipated for this project. Area of Potential Effects In determining the Area of Potential Effects (APE) for this project, MDOT SHA considered possible visual, audible, atmospheric and/or physical impacts to historic properties, both archaeological sites and standing structures, which would diminish the integrity of any characteristics that would qualify a property for the National Register of Historic Places (NRHP) The APE has been defined as the limits of project disturbance (LOD), as indicated on the attached USGS quadrangle map for Hancock (WV) in Attachment 2. The archaeology survey area is defined as the LOD that is the same as the APE. MDOT SHA has defined the APE as the LOD because a large amount of right-of-way around the intersection of I-68 with Creek Road is owned by the agency. 707 North Calvert St., Baltimore, MD 21202 1 410.545.8500 1 1.800.323.6742 1 Maryland Relay TTY 800.735.2258 1 roads.maryland.gov Ms. Elizabeth Hughes Page 2 Identification Methods and Results Potentially significant architectural and archaeological resources were both researched as part of the historic properties investigation instigated by the proposed bridge replacement project. Architecture: MDOT SHA Architectural Historian Anne E. Bruder consulted the SHA-GIS Cultural Resources Database, the Office of Structures Bridge Database, and the Washington County tax database. Bridge Nos. 2107603 and 2107604 are multigirder beam bridges that were constructed in 1965 as part of the I-68 construction in Washington County. They were altered in 1978. A field visit was not conducted due to the minor nature of the project. The bridge replacement project meets the requirements of the Advisory Council on Historic Preservation's "Exemption Regarding Historic Preservation Review Process for Effects to the Interstate Highway System," [Federal Register 70:46 (March 10, 2005) 11928-11931]; and "Program Comment Issued for Streamlining Section 106 Review for Actions Affecting Post - 1945 Concrete and Steel Bridges," [Federal Register 77:222 (November 16, 2012) 68790- 68795]. MDOT SHA owns a large amount of right-of-way at the I-68 over Creek Road intersection and there are no historic standing structures in the APE. As a result, MDOT SHA has determined that the replacement of the bridges will have no effect on historic standing structures. Archaeology: MDOT SHA Consultant archaeologist Lisa Kraus assessed the potential of the survey area based on review of MHT's Medusa Cultural Resource Information System, aerial photographs, construction plans, street view and LiDAR imagery, and historic maps. No archaeological surveys have included the survey area, and no sites have been recorded there. Historic maps (Taggart 1859; USGS 1901) show no structures within the survey area. Aerial photographs and construction plans (1963) show extensive ground disturbance within the survey area resulting from stream relocation and filling of the abandoned stream channel, the relocation of Creek Road, cutting, extensive fill placement to support the roadway approaches to the dual bridges, and grading. LiDAR and street view imagery confirms that the LOD is largely comprised of imported fill soils. Given the extent of prior disturbance and the low probability for sites at this location, the proposed bridge replacements are unlikely to affect intact or potentially significant archaeological resources. No further work is recommended. Ms. Elizabeth Hughes Page 3 Review Request Please examine the attached maps. We request your concurrence by May 12, 2022 that there would be no historic properties affected by the replacement of Bridge Nos. 2107603 and 2107604, IS 68 over Creek Road in Washington County By carbon copy, we invite the Washington County Historic District Commission, Washington County Historical Trust, the Heart of the Civil War Heritage Area and the Washington County Advisory Committee to provide comments to provide comments and participate in the Section 106 process. Pursuant to the requirements of the implementing regulations found at 36 CFR Part 800, MDOT 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 the Maryland Department of Transportation State Highway Administration or the Maryland Historical Trust. If no response is received by May 12, 2022, we will assume that these offices decline to participate. Please contact Ms. Anne Bruder at 410- 545-8559 or abruder@mdot.maryland.gov with questions regarding standing structures for this project. Dr. Lisa Kraus may be reached at 410-545-2884 or lkraus.consultant@mdot.marland.gov with concerns regarding archaeology. Sincerely, Digitally signed by Richard Ervin Date: D 20222.04.1 1 14:14:06 -0400' Steve Archer Cultural Resources Team Leader Environmental Planning Division Attachments Ms. Elizabeth Hughes Page 4 cc: Ms. Jill Baker, Director, Washington County Department of Planning and Zoning (w/Attachments) Ms. Elizabeth Scott Shatto, Heart of the Civil War Heritage Area (w/Attachments) Ms. Pat Schooley, Washington County Historical Trust, Inc. (w/ Attachments) Ms. Betty Shank, Chair Washington County Historical Advisory Committee (w/Attachments) Ms. Irene Enweze, Environmental Manager, MDOT SHA-EPLD (w/Attachments) Mr. Steve Archer, Team Leader, MDOT SHA-EPLD Ms. Anne E. Bruder, Architectural Historian, MDOT SHA-EPLD (w/Attachments) Dr. Lisa Kraus, Archaeologist, MDOT SHA-EPLD (w/Attachments) Mr. John Narer, Project Manager, MDOT SHA-OOS Ms. Elizabeth Hughes Page 5 Concurrence with the MDOT State Highway Administration's Determination(s) of Eligibility and/or Effects Project Number: Project Name: 2107604 County: Letter Date: WA461B21 MHT Log No. IS 68 over Creek Road Replacement of Bridge Nos. 2107603 & Washington April 8, 2022 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: Eligibility (as noted in the Eligibility Table [N/A] [ ] Do Not Concur Effect (as noted in the Effect Table [N/A]): [ ] 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: Dr. Julie Schablitsky, 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 A_Proj No. 13308 cc: Bruder/Kraus/Enweze X11 - i Project Location a C&its et HA KIRK II PARK w r } ES COHILL ESTATES p y H AL 6 Project Location Map I-68 Bridge 2107603 & 2107604 over Creek Rd Hancock Topo Quad Washington County 08/01/2017 1:12,000 N 0 0.05 0.1 0.2 0.3 0.4 Miles 78°12'12.13"W 39°42'42.501"N Project Location IAPE Hancock Historic District WA -VI -040 Legend ®] Maryland Inventory of Historic Properties Cultural Resources Map I-68 Bridge 2107603 & 2107604 over Creek Rd Hancock Topo Quad Washington County 08/01/2017 1:12,000 N 0 0.05 0.1 0.2 0.3 0.4 Miles 78°12'12.13"W 39°42'42.501"N CT MARYLAND DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ADMINISTRATION April 18, 2022 Ms. Elizabeth Hughes State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville MD 21032-2023 Dear Ms. Hughes: Introduction and Project Description Larry Hogan Governor Boyd K. Rutherford Lt. Governor James F. Ports, Jr. Secretary Tim Smith, 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 (MDOT SHA) that there will be no historic properties affected by the proposed Project No. WA466A21, I-70 over St. Paul Road Eastbound and Westbound, Replacement of Bridge Nos. 2110203 and 2110204 in Washington County. The project involves replacement of the existing bridges with new bridges comprised of single -span steel girder structures 85'-0" in length. The proposed typical section will carry two 12 -foot -wide lanes, a 10'-0" outside shoulder, and a 20'-0" median shoulder, with 2'-0" parapets. The existing bridge profiles will be raised approximately 2 feet to accommodate the deeper superstructure associated with the new bridges. A location map is included as Attachment 1. Funding Federal funds are anticipated for this project. Area of Potential Effects In determining the Area of Potential Effects (APE) for this project, MDOT SHA considered possible visual, audible, atmospheric and/or physical impacts to historic properties, both archaeological sites and standing structures, which would diminish the integrity of any characteristics that would qualify a property for the National Register of Historic Places (NRHP). The APE has been defined as the I-70 right-of-way limits because the work will occur in only this vicinity and will not alter the character of the surrounding area, as indicated on the attached USGS quadrangle map for Clear Spring (Attachment 2). The archaeology survey area is defined as the limits of disturbance (LOD) within the APE. 707 North Calvert St., Baltimore, MD 21202 1 410.545.8500 1 1.800.323.6742 1 Maryland Relay TTY 800.735.2258 1 roads.maryland.gov Ms. Elizabeth Hughes Page 2 Identification Methods and Results Potentially significant architectural and archaeological resources were both researched as part of the historic properties investigation instigated by the proposed bridge replacement project. Architecture: MDOT SHA Architectural Historian Anne E. Bruder consulted the Washington County Tax Database, the Office of Structures Bridge Inventory and the SHA-GIS Cultural Resources Database. A field visit was not conducted due to the nature of the project. Along St. Paul Road north and south of I-70, there are single family dwellings representing Washington County's common built environment from the nineteenth and twentieth centuries standing on lots facing the road. The area is also in agricultural production and there are both fields and stands of trees near the interstate. Bridge Nos. 2110203 and 2110204 are multigirder beam bridges that were constructed in 1965 as part of the I-70 construction west of Hagerstown. The bridges were altered in 1973. Because the bridges are a common interstate element, both meet the requirements of the Advisory Council on Historic Preservation's "Exemption Regarding Historic Preservation Review Process for Effects to the Interstate Highway System," [Federal Register 70:46 (March 10, 2005) 11928-11931]; and "Program Comment Issued for Streamlining Section 106 Review for Actions Affecting Post -1945 Concrete and Steel Bridges," [Federal Register 77:222 (November 16 2012) 68790-68795], and are not eligible for inclusion in the NRHP. There are no historic standing structures n the APE and no additional architectural investigations are recommended. MDOT SHA has determined that the bridge replacement project will have no effect on historic standing structures. Archaeology: MDOT SHA Consultant Archaeologist Lisa Kraus assessed the potential of the survey area based on review of MHT's Medusa Cultural Resource Information System, aerial photographs, construction plans, street view and LiDAR imagery, and historic maps. No archaeological surveys have included the survey area, and no sites have been recorded there. Historic maps (Taggart 1859; USGS 1901) show no structures within the survey area. Aerial photographs and construction plans (1962) show extensive ground disturbance within the survey area resulting from cutting, extensive fill placement to support the roadway approaches to the dual bridges, and grading. LiDAR and street view imagery confirms that the LOD is comprised of imported fill soils. Given the extent of prior disturbance and the low probability for sites at this location, the proposed bridge replacements are unlikely to affect intact or potentially significant archaeological resources. No further work is recommended. Ms. Elizabeth Hughes Page 3 Review Request Please examine the attached maps. We request your concurrence by May 18, 2022, that there would be no historic properties affected by the replacement of Bridge Nos. 2110203 and 2110204, I-70 over St. Paul Road Eastbound and Westbound. By carbon copy, we invite the Washington County Historic District Commission, Washington County Historical Trust, the Heart of the Civil War Heritage Area and the Washington County Advisory Committee to provide comments and participate in the Section 106 process. Pursuant to the requirements of the implementing regulations found at 36 CFR Part 800, MDOT 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 the Maryland Department of Transportation State Highway Administration or the Maryland Historical Trust. If no response is received by May 18, 2022, we will assume that these offices decline to participate. Please contact Ms. Anne E. Bruder at 410-545-8559 or abruder@mdot.maryland.gov with questions regarding standing structures for this project. Dr. Lisa Kraus may be reached at 410-545-2884 or lkraus.consultant@mdot.maryland.gov with concerns regarding archaeology. Sincerely, Digitally signed by Richard Ervin (per" Date: 2022.04.18 022.04.18 15:33:52 -0400' Steve Archer Cultural Resources Team Leader Environmental Planning Division Attachments Ms. Elizabeth Hughes Page 4 cc: Ms. Jill Baker, Director, Washington County Department of Planning and Zoning (w/Attachments) Ms. Linda Irvin -Craig, Co -Chair, Washington County Historical Advisory Committee (w/Attachments) Ms. Elizabeth Scott Shatto, Heart of the Civil War Heritage Area (w/Attachments) Ms. Pat Schooley, Washington County Historical Trust, Inc. (w/ Attachments) Mr. Ralph Young, Co -Chair, Washington County Historical Advisory Committee (w/Attachments) Mr. Steve Archer, Team Leader, MDOT SHA-EPLD Ms. Anne E. Bruder, Architectural Historian, MDOT SHA-EPLD (w/Attachments) Ms. Irene Enweze, Environmental Manager, MDOT SHA-EPLD (w/Attachments) Dr. Lisa Kraus, Archaeologist, MDOT SHA-EPLD (w/Attachments) Mr. John Narer, Project Manager, MDOT SHA-OOS Ms. Elizabeth Hughes Page 5 Concurrence with the MDOT State Highway Administration's Determination(s) of Eligibility and/or Effects Project Number: WA466A21 MHT Log No. Project Name: I-70 over St. Paul Road Eastbound and Westbound, Replacement of Bridge Nos. 2110203 and 2110204 County: Washington Letter Date: April 14, 2022 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: Eligibility (as noted in the Eligibility Table [N/A] [ I Do Not Concur Effect (as noted in the Effect Table [N/A]): [ ] 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: Dr. Julie Schablitsky, 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 A_Proj No. 13312 cc: Bruder/Kraus/Enweze •i Y S { J 0 c LrV� VR Project Location Bridge Nos. 2110203 & 2110204 7G 70 Rp MD iMAP, SHA Project Location Map 0 0.075 0.15 0.3 N I-70 Br 2110203 & 2110204 over St Paul Rd Deck Replacement Miles Clear Spring Quad Scale: 1: 12,000 Washington County 77°53'17.815"W 39°39'5.555"N July 24, 2019 hJ7 5 P `499 4 Legend 30 National Register of Historic Places 2016 MHT Easements 2016 MIHP 2016 ® Arch Surveys 2016 & ,/ 7iJigfr ■ � �Po Project Location, Bri s 110203 & 2110204 - - - c::) Cultural Resources Map I-70 Br 2110203 & 2110204 over St Paul Rd Deck Replacement Clear Spring Quad Washington County July 24, 2019 Copyright:© 2013 National Geographic S ciet , i-cubed N 0 0.075 0.15 0.3 Miles Scale: 1: 12,000 77°53'17.815"W 39°39'5.555"N C N O O C MCD C) N C) N O z 0) m Historic Review Activity 03/23/2022 thru 04/20/2022 Record Record # Type MIHP# Open Date Date Assigned Location Description Workflow Info Status Folder Status Status Date Task Name Comments 1500 SQ. FT. PAVILION ON CONCRETE SLAB, Non -Residential New Antietam Overlay 2022-01421 Review 22 -Mar -22 23 -Mar -22 LOR 4835 BRANCH AVENUE PRESSURE TREATED WOOD, PRE-ENGINEERED Note 20 -Apr -22 Scheduled for the May 4th meeting of the HDC. Construction Permit Zone Review ROOF TRUSSES Days in Review: 28 Folder Status Status Date Task Name Comments TO READ "STAR COMMUNITY", (1) 44 SQ. FT. Non -Residential Signs LOR 13674 GREENCASTLE Proposed signage is replacing existing signage on a property with MIHP 1329. This is not in a RV or AO 2022-01444 1329 Approved 23 -Mar -22 04 -Apr -22 BUILDING MOUNTED SIGN TO READ "STAR Passed - Info 05 -Apr -22 Historical Review Permit PIKE overlay so no HDC review is required. COMMUNITY EQUESTRIAN CENTER", (2) Days in Review: 1 Folder Status Status Date Task Name Comments SWIMMING POOL WITH 336 SQ. FT. CONCRETE Residential New S-19-0384312 LOCUST 2022-01436 Review 23 -Mar -22 23 -Mar -22 DECKING TO LEFT OF DWELLING, 3 FT. TO 5 FT. Passed - Info 24 -Mar -22 Historical Review Per Meghan Jenkins, the do not need to review, attached email to documents Construction Permit GROVE ROAD, LOT 1 IN DEPTH, PROPANE HEATED Days in Review: 1 Folder Status Status Date Task Name Comments ADDITION ON PARTIALLY UNFINISHED Residential Addition - 2022 -01734 110235 Review 06 -Apr -22 18 -Apr -22 LOR 8900 LUMS LANE BASEMENT TO INCLUDE, GREAT ROOM, Passed - Info 18 -Apr -22 Historical Review Permit is not in a review area for new construction/additions. Sent no review contact letter. Alteration Permit KITCHEN, LAUNDRY ROOM, 336 SQ. FT. Days in Review: 0 Folder Status Status Date Task Name Comments Town of Clear Spring LOR 103 CUMBERLAND CL2022-0001 Residential Building V339 Review 18 -Apr -22 18 -Apr -22 REPLACE 120 SQ. FT. OPEN REAR DECK Passed - Info 18 -Apr -22 Historical Review HDC does not review within the Town limits of Clear Spring at this time. STREET Permit Days in Review: 0 Folder Status Status Date Task Name Comments Town of Clear Spring INSTALL (10) INTELLIJACKS WITH ENDUROCRETE CL2022-0002 Residential Building V319 Review 18 -Apr -22 18 -Apr -22 2 CUMBERLAND STREET Passed - Info 18 -Apr -22 Historical Review HDC has no review authority in the town limits of Clear Spring at this time. FTG. TO REINFORCE FOUNDATION Permit Days in Review: 0 Activity Count: 6 Review Activities Sum Application Type Application Note Passed - Info Total Non -Residential New Construction Permit Total 1 0 1 Non -Residential Signs Permit Total 0 1 1 Residential Addition -Alteration Permit Total 0 1 1 Residential New Construction Permit Total 0 1 1 Town of Clear Spring Residential Building Permit Total 0 2 2 Total I 1 5 6