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Home My WebLink About20090401WASHINGTON COUNTY HISTORIC DISTRICT COMMISSION Washington County Administrative Annex 80 West Baltimore Street Hagerstown, Maryland 21740-6003 Telephone: 240-313-2430 fl" FAX: 240-313-2431 Deaf and Hard of Hearing call 7-1-1 for Maryland Relay AGENDA HISTORIC DISTRICT COMMISSION FOR WASHINGTON COUNTY, MARYLAND CONFERENCE ROOM 1A & B WASHINGTON COUNTY ADMINISTRATIVE ANNEX 80 WEST BALTIMORE STREET April 1, 2009 7:00PM M A. Call to Order & Roll Call B. Minutes — March 4, 2009 C. Communications & Bills 1. MD SHA — (x2) MD 65 and MD 63 — Geometric improvements* MD 65,170 to South Hagerstown High, safety and resurface D. Unfinished Business 1. MOA(draft) re: Brumbaugh-Kendle-Grove farmhouse at Hagerstown Regional Airport E. Budget F. New Business 1. Permit #2009-00951, 7910 Abbott Drive, porch roof over existing deck in the Tilghmanton Rural Village* 2. Permit #2009-00973, 18005 Spielman Road, 16 x 20 storage shed in Fairplay Rural Village* 3. Preliminary design review, Sharpsburg Pharmacy sign, 17316 Shepherdstown Pike* G. Other Business H. Executive Session I. Adjournment * = written material enclosed \HDC\amar09.DOC NOTICE IS GIVEN THAT THE HISTORIC DISTRICT COMMISSION MAY MEET IN CLOSED SESSION PURSUANT TO SECTION 10.508, STATE GOVERNMENT ARTICLE, ANNOTATED CODE OF MARYLAND. INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS ARE REQUESTED TO CONTACT THE WASHINGTON COUNTY PLANNING DEPARTMENT. CONTACT PERMITS DEPARTMENT AT (301) 791-3065 VOICEITDD TO MAKE ARRANGEMENTS NO LATER THAN TEN (10) WORKING DAYS PRIOR TO THE MEETING. www.washco-md.net ® RECYCLED PAPER Ping WASHINGTON COUNTY BUILDING & ZONING PERMIT IVR/Activity No: 2009-00973 Applied: 03/17/2009 Project No: P2009-0187 Approved: Permit Type: RES-NEW Status: PENDING Inspector Area: B3 District/Acct No: 12002424 Job Address: 18005 SPIELMAN ROAD FR Location: LOR 18005 SPIELMAN ROAD Parcel No: 067-03-0259-00000 Zoning Dist: RURAL VILLAGE Floodplain: C Applicant: HENRY THOMAS E JR 18005 SPIELMAN RD FAIRPLAY, MD 21733 Phone Number: 301-582-3087 Owner: HENRY THOMAS E JR Contractor: - i,'%1/ Phone Number: 02t1O -(�L7c Contractor Lic. No: Description: 16 -FT X 20 -FT STICK BUILT SHED TO REAR OF DWELLING, FRAME CONSTRUCTION, CONCRETE SLAB WITH CONCRETE PILLARS, ROOF RAFTERS, SHINGLED ROOF, VINYL SIDING, TO BE UTILIZED FOR STORAGE OF LAWN AND GARDEN EQUIPMENT Foundation Size: 16 X 20 Exterior Finish: VINYL SIDING Air Conditioning: N Type of Heat...: N/A Septic............: EXISTING Public Sewer...: N Time Existed: 1969 Public Water...: N Well............: EXISTING Gas............: N Time Existed: 1969 Electric.......: N Construction Type: STOR Construction Valuation: $5,000.00 No. Of Bathrooms: Code Enforced: 2006 INT'L RESIDENTIAL CODE No. of Bedrooms: 0 Setbacks Lot Tract Area Lot Area Per Family Front Yard Setback Rear Yard Setback• Left Side Setback Right Side Setback Lot Width Pr000sed .96 ACRES .96 ACRES 0 12 72 88 190 Minimum Reauired 40000 SQ FT 40000 SQ FT 25 5 5 5 This permit has been reviewed by the Washington County Department of Permits & Inspections 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. 80 West Baltimore Street, Hagerstown, MD 21740 Phone: 240-313-2460 Fax: 240-313-2461 /T- z -'/ft 42 x n 34 !• x. l4 FP63 19 18p• N . ° 16 N N I 17 I 43 35 II Ia Il IW 3! 7 ]5 44 01 IB 3z n P.4 0 20 IS Y9 I P.363 P.362 Iq 2 YI I 4 I +a Yt \ YY 3 \� % �YB 2: P347 5 3 ,l \\ /' '/ 24 II ` P363 1 P.32 x za 6 . 15 6 / P.154 \i II P S. 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" Tom, •; 3 F� pp / 3 y a " I326 Pbe RB- 969 1?a'o RBIo7 8- A326 4 t 7 %y � IN P. 359 P Rzal n e24B Y4 305 Wx4', p':7 7EAN o, BROwNI4 qa 4 P.I>4 R I R R9 Icy aet vv P.71 p`'is j / r>.9 P, 376 SHED PROJECT 18005 Spielman Road Fairplay, Wash. Co. Maryland 21733 • The Shed will 16 feet by 20 feet. • The floor or base will be a 4 inch concrete slab sitting on top of concrete pillars. Pillar will be 12-14 inches in diameter and 32 inches deep. Pillar will be at all four corners and two more on each side. • The Shed itself will be stick built on site. • The walls will be 2x4's, 16 inch on centers. • The walls will be bolted and sealed to the concrete floor. • The roof will be a 6/12 pitch. • The rafters will be 2x6's, 16 inch on centers and strapped. • Exterior walls and roof sheeting will be OSB. • Exterior walls will be covered in whittvjjjyl siding to match garage. • The roof will be covered in 301b felt and black asphalt singles and ridge vent to match the singles and vent on the house and garage roof. • On the front there will be 3 foot wide double doors centered in the middle. One window on either side of the doors. • On the right side there will be a 6 foot door, either a steel roll up or 3 foot double doors. • On the left side there will be two windows. • On the back side will be two windows. • Gutters and downspout will be placed on eves. m Nov 1 6 2006 MARY�xxx 4,P • O %& • ;a C,• k P 1� A N . p• ¢ •a« o ; 5 Q ' S £'�&�� ' W --"'+.rte+z" i �(' j```sy; �9Fc7STEP:p•' Q. Sit . O 1O.O' la • w /..-�' �1.�^'--- -•. "�� 15.O xxxx xrrr Cl ( d) / o ICJ L 0.9� 3 ry , v�f S .U) I ( .0 tilo I i puE� tl ,n3Toc'�!G<1 I � w• ? 17 th GARPl�E 1) RFmoved I .P. I • iHS PLAT IS NOT TO BE USED FOR SCALNR PURPOSES • THS DOGUME3ii IS FOR nE SOLE SENEW AND USE OF TIE PARTES NAKED HEfa AND IS NOT TO BE PUBUSFED OR WRHOIJT TIE EXPFESS WRfTTEN CONSE4T OF ETEDEICK. 9EB jii AND SSOCIATES, NC. - r" MAP &-I , 3 25 9 DInRWT F FiEDEFliC'IC DRAWING NUMBER OF 1 CSESEW & DRAWN BY, DAr" A s AMA 1 Es, INC. O S n •r)4 -H-1 I 11-& -C' , KI CML ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS CBRCA3D BY. I pAr& 128 SOUTH POTOMAC STREET, HAOERSTOWN, MARYLAND 21740 I1 II (A,) TI (sn) •1* 1+n 1Y (JOI) 1a--11ff SCA1S ° 10 WEST BALTIMORE STREET, OREENCASTLE, PENNSYLVANIA 17225 '• ("-;< ) (111, M1 -1M1 .7 Nov 1 s 2aos - of ARK live r q t ok;k X'x` ?�b•'' 1k o IJ .. rJ i�F ••. 9Is 107 .•• i I• .. J A,.* L _ 1 11 Id ouE rn ' 4 eTb2�. I 1 ci'Il CO tx. en Ui GARAG& RF(Y10yEC( P� 6) New 7. 1.P. • THAS PLAT IS NOT TO BE USE FOR SCALnQ PURPOSES. • IllS OOOLI{ IT S FOR THE SOLE ODUhT AND USE OF THE PARIES MALE) I 0fl4 AND IS NOT TO BE Rmj%m oR FEOOFcm WT iaH THE EWIIESS WRTIEN OOFSH4T OF FFEDEICK an 'if Af1D Assocwa Na - WAX MAP Cl' 3 , 259 ''S." FnweFctc DRAWING NUMBER I OF ASSOC SE�''��FyE�(W� & DRAWN HY DATE: ASSOCIATES, INC o n T�1;t 1 I I -1 fc - ?G lt1 CH1CSlD Hn DATB. CML ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS 128 SOUTH POTOMAC STREET, HAOERSTOWN, MARYLAND 21740 ID �t ii a I I I 0 ^ (Sall ni-dM• (IDO.1•-t.w f.. (Sall to -an SCALE` II i 10 WEST BALTIMORE STREET, OREEHCASTLE, PENNSYLVANIA 17225 - 1`<',l O0O wr-4 0 SP�i� ffd RCA NOV 1 6 2006 •y •• oP M4Ay. X„k • % r �K• +9� to: • THS PLAT IS NOT TO BE USED FOR SCALNO PI.IRPOa • THIS DOCUMENT IS FOR THE SOLE BENERT AND USE OF THE PAFRES NAMED I acn AND IS NOT TO BE KAXJSHE7 OR FEOOFDED WHO(JT THE EXPFESS 14F1T1Er CONSENT OF FT )Ef1CIC, awiT AND ANTES M TAY XAP (p1 3 • 25 PISYR/Cl' i �- Faatc �a DRAW! NC NUMBER OF ' S E�.ayr & ASSOCIATES, INC. O ; n DRAWN Br DAr1. CIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS 128 SOUTH POTOMAC STREET. HAOERSTOWN, MARYLAND 21740 hpp »,-See ('p1) •,.4m rN (304) 7M-Mn 11 CRAC.ef BY: r- r DATE. 11 - liI, � -- SCE` III (;j„7 10 WEST BALTIMORE STREET, GREENCASTLE, PENNSYLVANIA 17223 (7i7) w7 -,w7 345 East Antietam St. Suite A Hagerstown, MD 21740 IDENTIFY WITH US! Steve Goodrich Washington County Department of Planning 80 W. Baltimore Street Hagerstown, MD 21740 Hello Steve: 301-791-7654 800-442-7654 Fax 301-791-9148 thesignpro@signhere.net On behalf of Brian Hose, owner of Sharpsburg Ph , vim;:;" `"^ following drawings of a proposed roadside sign for his businesstt 17316 Shepherdstown Pike in Sharpsburg, MD. These drawings are for review by the Historic Commission at their April 1 meeting. Please confirm to me the time and place of the meeting and any additional information that I should bring with me to the meeting. Thanks for your help! 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HUHLY ass eT Q• p't19'��% b VI 4i \ j0 -' P.119 A2 �� 43 A4 P. \ 2 4 � ` / V/ I5 \ y GEORGE E. �7 CHURCHEY \ 719/131 C 60.55A. - 'L �___ \ _ _ P. 120 : 1%f 4EPs3ciRC— As DOUBLE-FACED ALUMINUM SIGN CABINET Internally Illuminated with fluorescent bulbs ALUMINUM TRIM ACCENTS Sharpsburg . •.• Pharmacy FLATACRYLIC FACE Lettered with irenelucent Wny graphite FLATACRYLIC FACE With U.ck for drengeeble copy ACCENTS 5'x8' ALUMINUM SIGN CABINET RERS 2S 4 1'• ^1♦ Ij 1 __ I ____ " �.r 1. Pnf ,i l„ -FYI '.�. ',� , fP.Tr Pa' 4. / A7 i • •1 h°c4i �� Ygli 1E'BNKAB � iJ?'� 11 IL 4'; I. \ ' ti' 4 ` . - I' ' ::: Y iI !, H. 'ant iv a 1 •r f'— (. . r _ C2 'H U) OI ... - a. f G e' U.' -v. t` a" til •1 I1• 11' O'IiJ. I! k s6' / I1 +P The Secretary of the Interior's Standards for Preservation Page 1 of 2 -GUIDELINES- s for i . e r S re - ton ��• a .a`7is -t. ≥'s� - Exterior Materials Wood Arcf,iteci:ovv Mota s Exterior Features Roofs, 1. A property will be used as It was historically, or be given a new use that maximizes the retention of distinctive materials, features, spaces, and spatial relationships. Where a treatment and use have not been identified, a property will be protected and, if " r1c s n. necessary, stabilized until additional work may be undertaken. Interior Features SI:ruotiI iF Svm: in 2. The historic character of a property will be retained and preserved. The replacement a ,rer*e;_,re,ir"ii'r_a of intact or repairable historic materials or alteration of features, spaces, and spatial ed,anc! s•_stems relationships that characterize a property will be avoided. >ite 3. Each property will be recognized as a physical record of its time, place, and use. setting Work needed to stabilize, consolidate, and conserve existing historic materials and features will be physically and visually compatible, identifiable upon close inspection, special Requiremen and properly documented for future research. Energy Efficiency Accessibility 4. Changes to a property that have acquired historic significance in their own right will Health i b row be retained and preserved. THE STANDARDS 5. Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved. 6. The existing condition of historic features will be evaluated to determine the appropriate level of intervention needed. Where the severity of deterioration requires repair or limited replacement of a distinctive feature, the new material will match the old in composition, design, color, and texture. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. Guidelines for Pimnrervation--> •ifIS I GRICAL CA 51% 'l`r - preserving - REHAIILITATING - RESTORING - RECONSTRUCTING n sir :-edits - I es: Modified: Fri, Sep'd 2001 0l: FS:Js>m EUT http://www2.cr.nps.gov/tps/standguide/preserve/preserve_Standards.htm 09/27/2001 Standards for Restoration Page 1 of I STANDARDSOR RESTORATION AND GUIDELINES FOR RESTORING HISTt;IMIC BUILDINGSY' ° fir.-� r � 5 9 4 -1•TI� "+g Anna.,.,`{ �F�, Exterior Features 12r,ofs 1. A property will be used as it was historically or be given a new use which reflects the W1°d° restoration period. Enr nncr s Norcnr-s property's Storefrorzfs 2. Materials and features from the restoration period will be retained and preserved. Interior Features The removal of materials or alteration of features, spaces, and spatial relationships ucfulsl that characterize the period will not be undertaken. o c: s e , esiFinis tiechani._hi SasC?Ins 3. Each property will be recognized as a physical record of its time, place, and use. Site Work needed to stabilize, consolidate and conserve materials and features from the restoration period will be physically and visually compatible, identifiable upon close inspection, and properly documented for future research. / Special Requiremen 4. Materials, features, spaces, and finishes that characterize other historical periods p Fnercn tsif :iencv Act;essipili v will be docmented rior to their alteration or removal. rLciitl, + ,=, acv 5. Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize the restoration period will be preserved. THE STANDARDS 6. Deteriorated features from the restoration period will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. 7. Replacement of missing features from the restoration period will be substantiated by documentary and physical evidence. A false sense of history will not be created by adding conjectural features, features from other properties, or by combining features that,never existed together historically. 8. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 9. Archeological resources affected by a project will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. 10. Designs that were never executed historically will not be constructed Guidelines for Restoration--> I IIS'rOlUCAL OVERVIEW - PRESERVING, - REHABILITATING - restoring- DECONSTRUCTING rnsin - credits - Last M4odired: Ftl- Sep 142001 01.34:28 inn ED http://www2.cr.nps.gov/TPS/STANDGUIDE/restore/restore_standards.htm 09/27/2001 The Secretary of the Interior's Standards for Rehabilitation Page 1 of I ,�•.' GUIDELINES - r [(9� If t _ s — Es g _[ � 1O1 , [}- 3� ryy £ •�E J E't �3r� X F t alb V (1 L� Ci' l IY ..q r nr '2 F �, ;, c 2;K �' a Exterior Materials Vn- �.�„�s-�- Exterior Features R 1. A property will be used as it was historically or be given a new use that requires p Y "`i° minimal change to its distinctive materials, features, spaces, and spatial relationships. ,� - erg + 2. The historic character of a property will be retained and preserved. The removal of Interior Features distinctive materials or alteration of features, spaces, and spatial relationships that 2itruct.urr , characterize a property will be avoided. — /"r"" Nlcclia,,ir3T 3. Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. ;S ettinq 4. Changes to a property that have acquired historic significance in their own right will 9 p p Y 9 9 Special Requiremen i l r rr'I [- _ Tc-/ be retained and preserved. Nev/ A,jdl" i,_ ACCP551f?Iii .: 5. Distinctive materials, features, finishes, and construction techniques or examples of Beat! ;-_____. craftsmanship that characterize a property will be preserved. THE STANDARDS historic features will be repaired rather than replaced. Where the 6. Deteriorated severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. 9. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. 10. New additions and adjacent or related new construction will be undertaken in a such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Guidelines for R&uil..iiitation—> HISTORICAL OV i W-1>42ESERVING-rehabilitating- RESTORIII(;- RECONSTRUCTING i_f+-ecii[s- 'adi,ed Fri. :_c,p id 2001 011(iITT� http://www2.cr.nps.gov/tps/standguide/rehab/rehab_standards.htm 09/27/2001 guide_template.gif Page 1 of 1 g !� standards rz r.�et c �zazk+i a=�'y 6 ` n i n 1 9 Il -GUIDELINES- i (tn /�i?li it trn 1i0(lIn1C�i�i li:()1'1 BNldina is r or 6ulldlim i itericrt 1. Reconstruction will be used to depict vanished or non -surviving portions of a Sfte property when documentary and physical evidence is available to permit accurate ltin(, reconstruction with minimal conjecture, and such reconstruction is essential to the public understanding of the property. special Requiremen E)ernv E„f`k:!<^ni �, 2. Reconstruction of a landscape, building, structure, or jin its historic location p g object 1"` liiili will be preceded by a thorough archeological investigation to identify and evaluate those features and artifacts which are essential to an accurate reconstruction. If such resources must be disturbed, mitigation measures will be undertaken. THE STANDARDS 3. Reconstruction will include measures to preserve any remaining historic materials, features, and spatial relationships. 4. Reconstruction will be based on the accurate duplication of historic features and elements substantiated by documentary or physical evidence rather than on conjectural designs or the availability of different features from other historic properties. A reconstructed property will re-create the appearance of the non -surviving historic property in materials, design, color, and texture. 5. A reconstruction will be clearly identified as a contemporary re-creation 6. Designs that were never executed historically will not be constructed. [a lines for Reconstruction---> H75TORIGAL OV£5tiGfL6I - PRESERVING - REHABILITATING - RESTORING- reconstructing mmm, - rredd:s - Les! MAodifled: "Fri. Sop i4 2001 01:241:414 pm EDT http://www2.cr.nps.gov/tps/standguide/reconstruct/reconstruct standards.htm 09/27/2001 qq C) V m m ix Co O nn 5'x8' ALUMINUM SIGN CABINET 96 in e_ Cd C M ^ ' 3 LINE NAN FABLE PY " -- 8" CAPITAL LETTERS — 5.5" LIC LETTERS DOUBLE-FACED ALUMINUM SIGN CABINET Internally illuminated with fluorescent bulbs _ ALUMINUM TRIM ACCENTS H -BAR — R � 3 LINES CHANGEABLE COPY " FLATACRYLIC FACE Lettered with translucent vinyl graphics - FLATACRYLIC FACE with back for changeable copy 7 ACCENTS Martin O'Malley, Governor Anthony G. Brown, Lt. Governor Mr. J. Rodney Little State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville MD 21032-2023 SMA State Highway Administration John D. Porcari, Secretary Neil J. Pedersen, Administrator Maryland Department of Transportation Appendix 2 March 17, 2009 Documentation of No Effect Determination (under the Programmatic Agreement for Minor Projects) Project: MD 065 MD 65 from I-70 to 0.18 miles North of Fourth Street Funding Source: Federal Project Number: Description of work The Maryland State Highway Administration (SHA) is proposing safety and resurfacing work to MD 65 from I-70 to 0.18 miles north of Fourth Street in Washington County. The proposed work 2 0 2009 WA3035186 conducted within the SHA right-of-way. County: Washington 7.5' Topographic Map Name: Funkstown Project Type: 8, 12 Actions Taken: SHA Architectural Historian Fred Shoken consulted the SHA-GIS Cultural Resources Database, video footage and aerial photographs. The Area of Potential Effects (APE) is confined to the limits of construction disturbance for replacing guardrails, improving drainage, upgrading sidewalks, resurfacing the road and installing pavement markings within the existing SHA right-of-way along MD 65 from I-70 to 0.18 miles north of Fourth Street in Funkstown. The adjacent property tax parcels include c 1940 frame cottages, Washington County public schools dating from 1956-1980, service stations dating from the 1990s, and other commercial buildings. The proposed road improvements within the SHA right-of-way will take place at or below grade level. The work will not be visually intrusive, impact the level of noise, nor alter atmospheric conditions to adjacent properties No additional architectural investigations are recommended. (410) 545-8540 Oo nturyo/ pro My telephone number/toll-free number is Maryland Relay Service for Impaired Hearing or Speech: 1.800.735.2258 Statewide Toll Free Jy08 2ooe Street Address: 707 North Calvert Street • Baltimore, Maryland 21202 • Phone: 410.545.0300 • www.marylandroads.com Mr. J. Rodney Little MD 065 MD 65 from I-70 to 0.18 miles North of Fourth Street Page 2 SHA Archeologist Carol A. Ebright assessed the archeological potential of the project area through consultation of the SHA-GIS Cultural Resources Database, aerial photographs, and Visidata video. The project area contains no recorded archeological sites, nor has it been previously surveyed. The proposed work will occur in right-of-way previously disturbed by prior road construction, cut/fills, and drainage features, and is unlikely to impact any intact, significant archeological resources. No further archeological work is warranted. Very truly yours, Julie M. Schablitsky Assistant Division Chief Environmental Planning Division by: �r Attachments cc: Ms. Chrissy Louloudis Mr. Fred Shoken (w/ Attachments) Ms. Carol Ebright (w/ Attachments) Mr. Steven Goodrich, Washington County Historic District Commission (w/ Attachments) Dr. John F. ICrowka, Washington County Historical Trust, Inc. (w/ Attachments) Project Location Map MD65 a-70 to 0.18 Miles North of Fourth Street Safety and Resurface Washington County 0.9 0 0.9 1.8 Miles Funkstown Quad 1:24,000 II USGS Topo Quad Index County S m Cultural Resources Map MD65 1-70 to 0.18 Miles North of Fourth Street Safety and Resurface Washington County _, , ml I,, I�c.II I si WIIS .� LI � SOUTH i I Oly H13ERSTOWN TN�R r sT`! I II �BOVD di�'Y H.S. U '¢ y m I o� ,may`, 0oolsr A SC DATIVE /7/7L/ ' " r MIG T k..o op c H b P 9 Pr AD HTRDGE ft - - WHAG III IS y o oq ...h(Y [I ELEC E7IAKDdUB 3 3 OR pVE SURE /c////// ES. y DOUB 3 /YS/ 0 ICm ME o 2 PARK E. RUSSELL' ° Lo House with Exterior Chimne s HICKS - Q p - AL MIDDLE M B "TATip 0°3 SCHOOL ❑ oohs u 4 WASHINGTON CO. 65 Pro'ect Location TECHNICAL •"U-. .-- ._ NIGH SCHOOL FUNK �oP P Garden Hill! /A Stouffer-Rone Farm I OAR Rlo oE/,, PI°� nR Funkstown Historic District . R ° - Lo House'. 9 7° FUNKSTOWN Fis N 0.5 0 0.5 1 Miles Funkstown Quad 1:12,000 W In Maryland Inventory of Historic Places l� National Register of Historic Places Archaeological Surveys ® Maryland Historical Trust Easements USGS Top Quad Index County S Martin O'Malley, Gorernor Anthony G. Brown, Lt. Gonernw' Mr. J. Rodney Little State Historic Preservation Officer Maryland Historical Trust 100 Community Place Crownsville MD 21032-2023 SMA State Eflg way Administration e John D. Porcari, Secretary Neil J. Pedersen, Administrator Aaiyland Depailment of Transportation Appendix 2 March 19, 2009 Documentation of No Effect Determination (under the Programmatic Agreement for Minor Projects) Project: MD 065 at MD 63 (Spielman Road) Funding Source: State Description of work The Maryland State Highway Administration (SHA) is proposing to complete geometric improvements on MD 65 at MD 63 in Washington County, Maryland. The proposed improvements consist of lowering the crest vertical curve along MD 65 immediately north of the MD 63 intersection to improve sight distance and also construct a right turn lane from MD 65 to MD 63. Most of the improvements are within the SHA right-of-way with the exception of some earth slopes that are outside of the right- of-way and will require easements. Project Number: WA342A21 County: Washington 7.5Topographic Map Name: Funkstown Project Type: 7 Actions Taken: SHA Architectural Historian Fred Shoken consulted the SHA-GIS Cultural Resources Database, aerial photographs and video footage. A site visit was conducted on January 19, 2009. Since the proposed improvements will be at or below grade level and will not be visually intrusive, increase the level of noise, nor alter atmospheric conditions, the Area of Potential Effects (APE) is limited to the area of construction impacts for geometric improvements to MD 65 at MD 63 (Spielman Road) within the SHA right-of-way and along adjacent properties on the west side of MD 65 north of MD 63 for the construction of a right turn lane. There are no historic standing structures within the APE. The easement required for the right turn lane includes properties that date from 2004. Three nearby older including 8225 (410) 545-8540 �enwrr oq P. o z N My telephone number/toll-free number is Maryland Relay Service for Impaired Hearing or Speech. 1.800.735.2258 Statewide Toll Free \�o8._.2op� Sheet Address: 707 North Calvert Street . Baltimore, Maryland 21202 • Phone: 410.545.0300 - www.inarylandroads.com Mr. J. Rodney Little MD 065 at MD 63 (Spielman Road) Page 2 Sharpsburg Pike, a c. 1900 house at the northeast corner of the project; a c. 1931 house on SHA Archeologist April Fehr assessed the potential of the archeology ysurvey area based on review of the SHA-GIS Cultural Resources Database, historic maps, aerial photography, video footage, and site file data. The survey area is defined as the limits of construction impact. No archeological investigation has included the survey area and no sites are recorded there. The proposed road improvements are directly adjacent to the road and the area has been disturbed by drainage and road construction. Three structures along MD 65 in this location are more than 50 years old, but archeological resources associated with these properties are unlikely to extend into the survey area. No additional archeological investigation is recommended. Very truly yours, Julie M. Schablitsky Assistant Division Chief Environmental Planning Division by: (/?tq Attachments cc: Ms. Lauren Bowman Mr. Fred Shoken (w/ Attachments) Ms. April Fehr (w/ Attachments) Mr. Steven Goodrich, Washington County Historic District Commission (w/ Attachments) Dr. John F. Krowka, Washington County Historical Trust, Inc. (w/ Attachments) WI/lit L WASHINGTON COUNTY. MD 65 at MD 63 Geometric Improvement Washington County I / I // LAPPANS y € / , ESTATES / no L° 3 \9; R BREATHERS R. C \ N z„» 63 FAIRPLAY RURITM PARK SPIELMAN 9°'E`""" P�ANTIETAM 65 MANOR VIL E ,p Pro'ect Location Rb 1TILGHMANTON g Rnns r'ua� // M' R4p \ BURTNER Al .i4 1 0.6 0 0.6 1.2 Miles 1: 24,000 USGS Topo Quad Index DOQQ Index County N Funkstown Quad L Cultural Resources MD 65 at MD 63 Geometric Improvement Washington County NR -1217 I O [•1 Koski-Karell, 1989 NR -1179 ( / / ryo a WA -II -0338 �\ WA -II -0307 WA -II -0306 63 FAIRPLAY SPIELMAN ANTIETAM 6:• s>reu.N !i.'•MANOR WA-li-0277 w 1: 24,000 01R WA -11-01331 0 `^W 1 .1 n� Project Location TILGHMANTON WA -11-0152 eJ T BURTNER DI 0.6 0 0.6 1.2 Miles Funkstown Quad IJJMJJ Maryland Inventory of Historic Places National Register of Historic Places Archaeological Surveys Maryland Historical Trust Easements USGS Topo Quad Index DOQQ Index County E 2 I C E 0 i CD 0 Ct to CD 0 0an8Sday a�E .O.r u W u1 0.-' S ° 2 o x rod � o Q Q C y O J N N C N N O w x M m' - 0 o ~ O C N C °=.a Oy mm myO0 (o V1 EZ�00 u IDLE )O 01 z ` p o r g EI = ~ �n I— Oj /y O Ej l of LL 0 �; E! E m LL } E, ; mt U m ' LLLU m o' m Q Lr LL O w a W x 0 WASHINGTON COUNTY BUILDING & ZONING PERMIT 7�NN, ry J/Is-ra ic_ IVR/Activity No: 2009-00951 Applied: 03/16/2009 Project No: P2007-1170 Approved: Permit Type: RES-ADD Status: PENDING Inspector Area: B3 District/Acct No: 12013477 Job Address: 7910 ABBOTT DRIVE BO Location: S-01-096 7910 ABBOTT DRIVE Parcel No: 067-08-0340-00025 Zoning Dist: RURAL VILLAGE Floodplain: C Applicant: NALLEY DENNIS 421 WALTER AVENUE GREENCASTLE, PA 17225 Phone Number: 717-597-4505 Owner: ABBOTT EMMETT Contractor: NALLEY DENNIS Phone Number: 717-597-4505 Contractor Lic. No: MHIC-88522 Description: 28' X 12' GABLE PORCH ROOF OVER PART OF A 652 SQ FT OPEN PRECAST DECK (REF: 2007-05398), PRE-ENGINEERED TRUSSES ON BRICK COLUMNS, SHINGLED ROOF. ANTIETAM MANOR, SECTION 2, LOT 25 Foundation Size: 12X28 Exterior Finish Air Conditioning: Type of Heat...: Septic........... Public Sewer...: N Time Existed: Public Water...: N Well............ Gas............: N Time Existed Electric.......: Construction Type: Construction Valuation: $3,500.00 Code Enforced: 2006 INT'L RESIDENTIAL CODE Setbacks Lot Tract Area Lot Area Per Family Front Yard Setback Rear Yard Setback Left Side Setback Right Side Setback Lot Width Proposed 1.59 ACRES 1.59 ACRES 0 130 100 210 249 SHINGLES/LUMBER N EXISTING 7YRS EXISTING 7YRS PDS No. Of Bathrooms: No. of Bedrooms: 0 Minimum Reauired 40,000 SQ FT 40,000 SQ FT 40 50 15 15 100 This permit has been reviewed by the Washington County Department of Permits & Inspections 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. 80 West Baltimore Street, Hagerstown, MD 21740 Phone: 240-313.2460 Fax: 240-313-2461 19 IS 17 •16• V 3D AHr IS ° •4 41 I6 f q1 22 DI 30 20 Ifi 9 P382 14 I 3 P.363 i' • ze 27 21 I \ 4 22 3 % PX\26 23 347 f. \ • �' x4 1x F P.363 N \_-_ 25 R LF R32 P,154 i 2 s 15 , mP. • n 386 I �� 3 v 10 £ N \ \s,� m M FAIRMA P. P,17 o P fl I ' P362 • s 25� X191 P � 366 0 X361 p 1 I I P.90 7 I 2' 21 2146 O 6 356 •• 8 ' P.120 •� 3 0 x P.I e342 I P/O ry P,4 2 I 3 I 3 P.407 •40 'P.409 RR1 n,3c .. P.13 L--� ' 22 �gy 4 0 P ROAD �e ,r n` ? e > -E I 5 P.22 .� 1•a P.406 / $ j P.23 2 Q s^a \731 1 .P.352. A \ I g P.53 9.33 6 k • 9 �40 A nI \ I / 2 P.400 COMMUNITY 'a 7/ QI P4 :. \� L ) P315 '\VOLUNTEER 1` •1 ?a„' P ss s s P.42 \., FIRE CO. 2ss° .ya "zv 747/290 ° p,4 Cn °L6C POs zo6 3 P. oven ` >,1v '°?p xn> i/- P.99 SPACC '0 Pig eA 2 / yr r A7, '3>g ec , 2 : .Pr' T/LGHMANTON 3 2n a ` �� ( all 5 2� u6 S i~ W15 E. WINGEli7- .337 Ada l.E 8 9/N C 1 1y4 SI'1/201 Q• 209 7 10 1 2A 1 ` I)1 1 e I3Z i4aA. 23 22 u c Pill 4 8215 6 l2 11 15p P388 24 �• 2,lyy 5 13 .e 1p a a e,9 P.66 . 0 %04p,339 15 •0. 3 R' P.270 P.41 rat 17 / �1 P.321 .130 5 _,� / zs3 : P.372 q...� 4•_ ez 12 1 ,35. ., 21 1 T, 1 �..; 2a ♦ II-.--- _.` RB- • R P.369 F•1�o v'� 229S ,R9 P.326 h 1N P 358 9 01 w 8 /1� /\ 8248 I '!(',IJI, �/ r 6261 .xq n�p�� P• 7 z I3N 2G. RG/� 291 /fie P. 357 \ . LAN >. s20w 11"Gi :73 \ q 1.d 1 4A u• P. n4 �2•• l 14 ln+ •9 rci N, P.71 ° P381 ell _ / .. 9>.9 P376 67 9q Q.3 I RB-E , .,-... .... p RB-E }� •—�-�— P'I(.5 MELVIN L. DRAPER ••/ 7°7°7/'614 /� VICINITY MAP SCALE 1'=1OOO' No. Delta Radius jArc Length Cord Length Chord Bearing C1 24'20'19" 892.00 378.91 376.07 S39'05'16W Remaining Lands Emmett Abbott I � \ 5.03 Ac. /y/ N � ryy0y/ /i I \\\ 10' /// I JN R / \ �bFA/ C j 10.E 0 S.F. \ / \ \ / I RESERVE N/ I AREA T\ I / 1 / \ /// / // / // ./ 7 \ l.P• / (�„a) // LOT 25 / / / / / ncred / Existing Concrete \ / 1.59 Ac. / Grovel Dace / \ ` (See Detail) / /c// / \ �\ Existing / #7910 ��, ` Existing / Q / / Story Brick \ / � Dwelling / 11 / Retonln / Existing � j� xistieg' iveway N\ Dr / Q' / i o cf I E / Gravel \ /\ / / // kb. ado. / \ st / / \ 1L / I.Q. / Detail 49' (I ( IN FEET ) 1 inch = 40 ft. TA% mAP 67-8 Disnacr Iz FREDERICK DRAWING NUMBER I OF I S EIBERT & DRAWN BY D/T& ASSOCIATES, INC. 02000 DDH 7/23/07 CH&CSSD BY• DATA'CIVIL ENGINEERS SURVEYORS LANDSCAPE ARCHITECTS LAND PLANNERS bl�E-1L n- 23-07 128 SOUTH POTOMAC STREET, HAGERSTOWN, MARYLAND 21740 SCAM 10 WEST BALTIMORE STREET, GREENCASTLE, PENNSYLVANIA 17225 i 40' (301) 791-3880 (301) 416-7478 (717) 597-1007 FAX (301) 739-4955 On Existing Dwelling GRAPHIC SCALE Scale: 1 "=10' Plot Plan for Building Permit for Emmett Abbott Lot 25, Antietam Mano' Plot Folio 7266 Kit- / 7910 Abbott Drive Boonsboro, MD //j -(C/ Z 8' wr _ ZA M vtW ct stairut pry MiiF€-7asrs7;.lr X,CC`d ��Q A UNeR Stbn vo H...•. . ��' ?WtTttNrr i c. € Est W4&. — • {!/mss/, f"'`'� ,A�*(( /1j/s�I�C'" _ {�A}]. 1 V �:r'EN.C .1. _!.✓ _ E{-`�Pi � o 15f FLooR - - - r GARAGE `1.00p 0 N F�ONt L�VATION I?�Ag fL�VA1 ON 5CA1- 1/4" - I' O"" C APA4pir/ot = ro Q - - - O 1ST F1.00R — - — GARAGE FLOOR Q N p�c,p G1tck116t / L�Of fL�VA1lON 56A1: 1/4"- I'- O" Q 15T FLOOR - - - GARAGE FLOOD FNNRW WOOD ROOF RIDGE VEN1 71 USSE5 @ 24" O.C WITH ALL REQUIRED WAGING 25 YEAR ARCHITECTURAL GRADE FItERC A55 ROOF 5HINGI,E5 MATCH EXI511NG PITCH 7/161 056 5HEATHING WITH CLIP5 �# 15 ROOF FELT / 6Af IN51 LAT1ON (12" 4" CONCRETE 9A3 ON 4" 5TONE 6A5E �UILtIN6 5�CflON "A -A" 5CA.� : 1/4" - I' - 0" o ; 1/2" aM5UMPOARP �IN5U.ATION EVE 3AfFLE �— ALUMINUM ROOF EDGE ALUMINUM GUTTER & DOWNSPOUf5 6" FA5CIA BOARD WITH ALUMINUM 6EATIED VINYL VENTED 50FFIT } v� RICK VENEER 7/I6" 056 SHEATHING 2x4 51W5 @ 16" O,C Fr - 5 -112" FI6ERGLLA55 L 6ATT IN5U,A11ON (R -l') 2x10 RIM JOIST _____ 6 MIL VAPOR 6 CONCI TE MOCK \ 6A}J:IER R-6 PERIMETER IN5U,ATION 10" CONCRETE C3 LOCK SHEET: 24" CONCRETE FOO11NG WITH (2) #4 6AR5 CONTINUOUS OF DATE` 4-20-09 1 GZNAL NO'15 1. CONTP.ACTOR SHALL 13E RESPONSIF3LE TO MEET A.I. STATE AND LOCAL COPE5 REQUIREPI 2. CONTP.ACTOR SHALL t3E RE5PONSIVLE TO TO FIELD VERIFY ALL PIMEN510N5 PRIOR TO FA3RICATION OF ANY WORK, 3, GRAPES SHOWN ,PE APPROXIMATE ONLY, FIELD VERIFY CONDITIONS, ELEVATIONS & PROPERTY LINES AND SETDACK5 PRIOR TO ANY WORK 4, INSTALL (2) 2 x 12 W0O HEARER WITH 7/ 16' OS C3 SHEATHING ABOVE ALL EXTERIOR WINDOW AND POOR OPENINGS UNLE55 NOTED OTHERWISFI 5. MATCH ALL FASCIA, SOFFIT, OVERHANGS, ROOF PITCHES, MATERIAL TYPES, RTC, AS CLOSE A5 P0551C3LF TO EXISTING STIRUCTURF1 6, OWNER SHALL 13F RESPONSIDLE TO SELECT ALL FINAL COLORS ANP FINISHES, 7, PROVIDE ACCESS PANEL/ POOR WITH FRAME TO ALL AT11C SPACES, 8, INSTALL EXTERIOR AIR INFILTRATION AP.RIER (HOUSE WRAP) ON ALL EXTERIOR WALLS A5 REQUIRED1 9, CONTACTOR SHALL [3E RESPONSIBLE TO INSTALL ANY At2P1110NAL FRAMING, EAM5, PO5T5 ANP HEADERS NOT SHOWN FOR A STRUCTURAL SOUNP (3UILPING A5 REQUIRED, 10, ALL PRE ENGINEERED WOOF TRUSSES ANP LVL's SHALL 13E CERTIFIED 13Y THE MANUFACTURER Y A REGI5TEREP ENGINEER IN THE STATE OF MARY.ANDI 11 TPU55 MANUFACTURER SHALL SUPPLY ALL TRUSSES FOR A COMPLETE ROOF STRUCTURE, PROVIDE GIRDER TRUSSES, OFFSET VAULTS, ANP SCISSORS TRUSSES AS REQUIRED. 12. CONTP.ACTOR SHALL PROVIPE ALL REQUIRED FLASHING5, CAULKS, SEALANTS, WEEP HOLES ANP EXPANSION JOINTS FOR A WATER TIGHT STRUCTURE, 13. EVERY EFFORT HAS BEEN MAPS TO SATISFY THE CURRENT IC COPES ANP WASHINGTON COUNTY, MP AMENDED PUILPING COPES, YOU MAY LE RE5PON51DLE TO MAKE REVISIONS AS REQUIRED TO ADEQUATELY SATISFY YOUR LOCAL BUILDING COPES AS WELL A5 ANY COVENANT RESTRICTIONS ON YOUR PROPERTY I4, WINDOW SIZES SHOWN ARE U5IN6 ANDERSEN WINDOW NOMENCLATURE, UNLESS NOTED OTHERWI5EI IS, SIZE, LOCATION ANP QUANTITY OF POOR5, WINDOWS ANP VENTS IN BASEMENT ANP CRAWL SPACES ARE TO r3E DETERMINED ON JOP59 TO ACCOMMODATE PRE-EXISTING CONPI1lON5 SUCH A5 ROCK ANP TO ALLOW FOR PROPER UTILITY PLACEMENT, UNLESS NOTED OTHERWISE 16. ELEVATIONS SHOW GENERIC POOR DESIGNS, WINDOW GRIP LAYOUTS, ETC, SCALE OF YOUR PLANS MAY NOT ALLOW FOR DETAIL OF ALL ITEMS SUCH A5, PORCH POSTS, SPINDLES, 6RICK PATTERNS, SHUTTER STY. -E5, ETCI OWNER IS RESPONSIBLE TO SPECIFY ALL ITEMS WITH CON1 CTOR / UILPER1 I1P51ROOF PLAN (269 50UAft1) SCALD / 4" I' 0' ( 190 50 FT GAPAG�) A-.' 0F; — Ifds& -7- PA1 4-200 O IH FOUNbA11ON PLAN 5CAL�I 114" P - 011 55' =2" 4"CGNCPU 51-AMWYM6th WE M54ON 4" GRAVEL DP5E ON GRPJr / 6PLKPILI. 12'-2" _61 -IQ" 25/4" 41/4" 50' -0' 2' 23/4" 9' 91/4"9' 91/4"9' 91/4" c3> z�as I I I I I I I I I I I I I I I I I I I I I I Cc Cr �COiIIh05 ON I 6: 1 cF P ( fl PL) I I I I I 1c31 I I I I I I I I I I I I I I I ii H I I I I I I IS I I I i I I I I I I I I 1 I I I I I ii I I I (3) Zx10's I 1 I I I I I I I I Ica) 2x1's I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I 2 LPG "I T ExIsi11 G 5'Ru 11,P,: I I I I I I III o f�@4@a5rPUGn60 5' -0" O 41/4" N 0' O 0 N m 17PILL & PIN (2) #4 6AR51NfO EXI571NG POUNIPA11ON MIN 6" EM6EYIM%f FACH WAY WTN NON-5HRINK 6RO!Uf DRILL & PIN #4 6AR5 INTO EXI5fING FOUNDATION ¢ 32" O.C. MIN 6" FMOVMFN1 EPCN WAY WTN NON -5 Z GKOJf DRILL&PEN (2) #46PAA5INWO /r EXISTING NfPA EACHWAY MIN 6" EM5EDMENTNAIWAY EN6 NON -WINK GROUT RRE ENINEERE2 W002 ROOK TRU55E5 @ 24" O.C (ROOM TYPE) WT -I ALL REQUIRE2 3RAONG RIGK V;Nt by Q6 5t0 5/ 4" T&G PLYW002 fr Fr{ frd 25 WA P ARCHITECTURAL GPA25 RI3EfA55 ROOK 5HINGLE5 7/16" 0513 5HEATNING WITH CUPS i- #15 ROOK FELT /8" FIFlFL G 1'5UM 30AR2 i 2' r RE5HIEL2 G��5JM 3Q/A IIII- R58 KP.AR1'-KACE2 K13KRGLA55 3ATT INSULATION (1211116K) INSULATION EVE 3ALKLc ALUMINUM ROOK EPGE K ALUMINUM GU11tR & 20WN5ROUT5 4" CONCRET 5LAt3 6 MIL VAPOR R-6 PERIMETER IN5WA110N ON 4" 5tONE 6653 3ARRIER NOT; 8" ALL- EXThRIOR WALL SILL PLAt 5 5W4 -L 13E P155 ¶1RSA1 E2 WOOP W11N 1/2" ANO- 1OUT512" LONG 'f24' 13ULbING 5�C1'ION I I �,� I I WITH 5" LEG @72" O,C, OR APFROUE2 5TRAP5 (TYPICAL) SCALC; I/411- I' - 011 '\' 6" KASCU 3OAF\P WITH ALUMINUM 35APK2 VINYL VKNTE2 5OFFIt 3RICK VENEER 7/16" 05,3. SHEATHING 2x4 WOOP 5TU25 @ 16" O.C. 3-I/ 2" KI3KRGLA55 3ATT INSULATION (R-1) G.A17K ( APPROX) 10" CONCRETE 3LOCK CONCRETE KOOI1NG WITH (2) #4 3AR5 CONI1NUOU5 fl C lZ SHEET 4-2 OF l Dq 2ATE 4-20-0