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Home My WebLink About25-E017 16 Church Street ApprovedTOWN OF YARMOUTH a ffiif 4 1146 ROUTE 28 SOUTH YARM OUTH, MA 02664-4451 Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 MAR 0 4 2025 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Old King's Highway APPLICATION FOR Historic District ARMOUT OWN CLERK RE CERTIFICATE OF EXEMPTION MAR 5'25 € M8.53 Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print leulbly: Address of proposed work: 16 Church Street Yarmouth Port Map/Lot # I M 7sZ Owners : Julie Hass/ Peter Barnes Phone #: 248 310-0214 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 16 Church Street Yarmouth Port MA 02675 Year built: 1850-present Email: tulia@brayfarmllc.com Preferred notification method: ✓ Phone ✓ Email ApentlContractor: `tames Basler Mailing Address: Box 366 Yarmouth Port MA 02675 Email: jbasier@comcast.net Phone #: 508 423-9311 Preferred notification method: I —I Phone Description of Proposed Work Additional pages may be attached if necessary): Renovate existing garage and guest suite. Add new shed dormer to rear and 8x10 deck with stairs to grade as shown on attached plans. Will not be visable from the street. Appearance from the street will not change. Signed (Owner or agent): - Date: 3/4/2025 Y Owner/contractor/agent is aware that a permit may be required from the Building Department. (Check other departments, also) Y This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later For Committee use only: Date Amount W Cash1CK #: W1 it I Rcvd by- L, s, Date Signed: ✓I d5- Z—Approved ApproveMPED Denied Reason for denial: _ lib p n s 7S Old King's Highway 25—E017 Signed APPLICATION #: vs 20,E Sherman, Lisa From: Robert Wilkins Sent: Tuesday, March 4, 2025 5:20 PM To: Sherman, Lisa Subject: Re: 25-EO17 16 Church Street Attachments: 25-EO17 16 Church Street.pdf Attention!: This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. approved ARMOUfHTOWN CLERK RE MAR 5 2a 853 On Mar 4, 2025, at 12:04 PM, Sherman, Lisa <LSherman@yarmouth.ma.us> wrote: Residents would like to add a dormer to the rear of 16 Church Street. Please let me know if you need any additional information. Thanks Bob, Lisa Lisa Sherman Town of Yarmouth Administrator, Old King's Highway Historic District and Yarmouth Historical Commission 508-398-2231, ext. 1292 rsherman.@yx=itULmua MAR 0 5 2025 Old King's Highway Historic District °� oi 0 TOWN OF YARMOUTH g +� 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephoue (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION t he applicant:applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of' such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's I lighway Regional historic District Act. SECTION 9 -Meetings, Hearings, Time for Making Determinations "}ls soon as convenient after .such public hearing: but in any ei,ent wilhin.ffirty-fire (45) cluvs after the filing gl'application, or within such.further time as the applicant shall allot4, in wrilingl the C'onvnittee shall snake a determination on the application. " Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name (please print):James Basler_ ��tt. 1. Applicant/Agent signature: ; ED, MAR 0 5 2025 Old King's Highway Historic District 3/4/2025 Date: MAR 0 4 2075 Old King's Highway Historic District 25-E017 3i2020 Application #: amm mmm M MAR 0 4 1015 AR R 5 1015 Old Kirag's Highway Id King's Highway Historic District U.,.toric District----.- ---- .-.-.---, - — I I I I I 00❑LI 00❑❑ 1111110 ❑❑OCI ❑Doti 2 5 — E 0 1 7 299fti D D D M MAR 0 R 2025 AR 0 5 2025 Old King's Highway Old King's HighwayHistoric District Historic Di t. . ..... ..... .— 9 IN 2 5 - E 0 1 7 MAIN DWELLING FIRS] FLOOR EL. 52N SYSTEM PROFILE r .4AC5z [OEfR ro wRLR e' Or FI1 OPrIX /MR b fChn PPDYIDE PflFCRW PDn rnPl1 f •L0.[ b /AEr... 1xNrA Iw.Iwrortl rD e• DP Pr�4L Max 45.5'f- rL.AAP .Tr a mL[A oar PPgeAFP wn« e• V PR aeaF M lIRP[ IRvuLLm Law FVSTw � I � - - 44,0' AUPI PIPE LEVEL =• OOIaIC YLASIED PL �lYl �F04 PRo ]' PLLvasm `1.A0_ .R Y a _ _ 41.5' (. FF➢IK: 41.25• 40.5' MM M-�) 00 00 34.65' O E7 C7 C3 C] `fALML9 (ITa iLWj1U a1w.Ex� 3-3 CD C7 C] a O ]6.]5' 4 I-- SLOPE) (-La sLaH TEE am18R 3/a' TO I 1/2' DDUBLC WASHED STONE LOCATION MAP NTS P4ET DEP. T1r - tD. Dunn W M - 114' 5,}5 25'= --.-.' LEACHING FOUNDATION— EXIST. — SEPTIC TANK 75' D' BOX -- 9' ASSIi PAR 77 - FACILjh 31.0' ZOkINC DISTRICT: MAP : R-40 u�L.LD L•94•D_ ,`Jr11��11{x RI"II�III—�RLlL�n, sRRiSET LaL'VR -TRACKS:GARAGE YARD S PROPD'Box FRONT = 0' SIDE 20' D REAR 20' 40,25'E• 4Auex �°� 40.0'3" FLOOD ZONE: C rxw r_ tgJ vs k� TO PROPOSED SAS 9.21: $1d1E OR LIAR 0 4 1025 ca++rtr4L. S1 —... 5' _ D' BOX -. 51 5I,1 Ej TEST HOLE LOGS •TT 1E INSTALLER LSHAI�UTILITIES ITIES THE Old King's Highway ENGINEER: AH OJALA, PE (ROTH) iOCAT10N5 OF ALL UTILIRES AND ALL BUILDING SEWER OUILEIS AND ELEVATIONS WITNESS: O.FLAHERTY, RS/AMY VON HONE, R- PRIOR INSTALLING ANY PORTION OF SEPTIC S C SYSTEM Historic District DATES 7/7/04 / 7/27/04 SEP[I ENO I I m ND PROPOSED VOW R TDLP UIS1 SPOr F1EYAIION �,�DDA o- „v.., y PAOP=D OOPnouR ...-. 100 — EE�A.1D LOPPIOLP -EXISTING NORTHERLY SAS CONSISTS OF (4) 4'. 4' GALLEYS SURRCUNOEO BY STONE. PUMP AND REMOVE; REMOVE CONTAMINATED SOILS AND STONE; RE -USE THE 4 GALLEYS fF IN SUITABLE CONDITION AND ADD 6 GALLEYS WITTI 4' STONE AT SIDES AND 1.5• A] EN05 FINt NEW iFAC]1ING FACILITY. 1 IN P ro 79.8B' I ( T i. g TN 1 - ENFr. 102 tk 'ARAM - titsR�F'L - -.- _ ---::- a1, �I 11 N EIDSRNG DWELL. MST EL. FSEY. 51.5 1 44• i ^} V A LI BENDNUbr IISE II RIP1ER 4 116FY1�D nlfIM1 J 114 SES � l yl1/ r I 'lrQ,i:n - __�--"� Lnsnrc sEpnc srsrEr :o WUAw {PASSED wSPECDON) PERO. RATE _ < 2 MINANCH (BI-TH) SEPTIC DESIGN: 4GNIIAEE OIS`oso is NOT ALLOWED l DESIGN FLOW' -5- BEDROOMS (110 GPD) _ % GPD CLASS 1 SOILS Pr USE A $50 GPO DESIGN FLOW SEPTIC TANK: 550 GPO ( 2 ) - 1100 REPLACE EXIST. DWELL ST NTH NEW IWO GAL SEPTIC TANK El Lv Rf-USE EXISTING GARAGE'S IODO GAL- SEPTIC LANK A- 4s D, Hi IWAF',', 2iSIDES: 2 464.121 2 1.741 171- - BOTTOM: 46 . 12 f.74)- 408 10.5 TOTAL: 782 S.F. 519 CPO I D USE TOTAL OF (10) 4'. 4' LEACHTNC GALLEYS 4RE-USE FLS 4 £XiSTiNG GALLEYS,) ADD 6 GALLEYS WITH 4' STONE AT SIDES I rOYR 5/5 AND 1.5" AT ENDS rns1 rEPerr. .2 — 174.25- PARCEL 72 � 12:--(O1ACRE) rj T —id 32 NO WATER ENCGONWRFD 7N ""n12 ---- D \ \ LS MAR 0,5:2015 1soD � i o CI 0 s�i' II �:.! .N wL old Kin H sto D strict / 7 SW. TGNES NO WATER LNOOUNTFRLO SITB PLAN OF 16 CHURCH STREEI POMFD OF KFALTH WA APPROYLD RATP 01-2Y9 dI own cape engineering, ine. CIVIL ENGINEERS LAND SURVEYORS 999 main St. yarmout6, mm 02675 w r>,F rowN oF: YARMOUTH (PORE) PVFPN FOR: HAROLD & JILL LEVINE 20 0 20 40 60 WAE: +• 2m' DATE: NOVEMBER 17, 2003 REv Tory+/DA RFV 12/L7/04 jPOIX) IM0+N,4M L3/DS {SAS) ISAsI ` ARM E d RWNiN tlI N a■ aAu` ONLA CML Ne 2i1Aa -� NO 7O7a2 DATz 25-F01 em MAIN DWELL NG FIRST FL04R EL 525' SYSTEM PROF{L.E '- "O"5 _" rA w— e• a ix n" Um f0 e"0 �P�4[ w C" eWr wnw ��'w r .sass cam [..rmrlorty ro r a rxs, aNx i 45 5''c rKwrn. 21' o. (#A q1<a PREG51 ,4rMr 5' a rw. gNOE n aM 4WWm owl ssrw 41. ' 2' AAud[ RALm VfAM1IOh[ 2 PRYQYDT`�DD. f 'S V 41 '../ rwLA.. slsrc a1,25• 4 .5- i ru. M- IOW OC7 l7O 1g O 17 a_3 C7 f7 � s• w,rsco sroNr � rrnv+.cra� J. ❑ [7 O C7 [7 mY►►Nt, I1522. 11D orvM or KLOA - 4• (1.6 s SAKI C.I._t vmy ,# szLs 3/4- 14 11/2' DOUBLE WASHED STONE wLn o1rrN � � i LOCATION MAP NTS AurLET oFPnI . r4' 535' �25't SENSORS MAP 122 PARCEL i1 FOUNDATION EXIST SEPTIC TANK — 75 - D' BOX g' -....- - ZONING f ZONING DISTRICT; R-40 GARAGE YARD OTBAr xs. PROP. p'BON �J IRON[ = 30' • SIDE + Nr � _ �KOt K°WTI `i REAR - 2D' 40,25 t• 1wr {w- 48. t' TO PROPOSED SAS MAR 0 4 2�75 FLOOD ZONE: C a- w ._ aR ..Eaw=rx� ppw,,G,RY. 1,s121 I. Old King 11Wa�/ TEST k{O1,E LOGS Sy 5' 0' BOX 5' s Highway 'lit INSTALLER SHALL VERIFY' THE Historic District 4NGINEER. All sJAIA- PE {BOTIP L')CATIONS OF ALL UTILITIES AND ALL ' HWLOfNG SEWER OUTLETS AND ELEVATIONS WITNESS U.FLAHER n. RS/aMv vON III R5 ,HIDR TO WSTALLING ANY PORI-OR OF ';LPFIC SYSTEM DATE /� O4 71274 RAT PERC RATE L {CF ND kl� rRae, v evor ru-m- I,��Spaw USII.G Swor D.1N AL w, b9m *s CANroAW MAORNR XEO( STH 1 Kr , wwsr�' "EXISTING NORIHLRLY SAS CONSISTS OF (4) 4'X 4' GALLEYS SURROUNDED BY STONE. PUMP AND REMOVE: REMOVE CONTAMINATED SCILS AND STONE; RE -USE THE 4 GALLEYS IF IN SUITABLF CONDITION AND ADD 6 GALLEYS WITH 4' STONE AT SIDES AND 1,5' AT ENDS FOR NEW LFACHING FACILITY SEPTIC DESIGN: (w&a C NsPOSW S NOT ALLOWED y DESIGN FLOW _ BEDROOMS ( 110 GPD) a-51EGPD Im's USE A 550 GPO DESIGN FLOW SEPTICTANK.550_ CPO (2) - 1100 REPLACE EXIST- DWELL ST WITH NEW $50D GA4 SEPTIC TANK_ IV ELEV RE -USE EXISTING GARAGE'S 1000 GAL. SEPTIC TANK D _ — s3& R 0 . nL SIDES: 2L + T21 21.74 17i 1 2 O A - - BOTT0IA: 46 , 12 (.70 w 408 4 FLS TOTAL. 7H2 S.F 579 GPD Old ing1. a a s. USE rOTAL OF (10) 4'. 4' LEACHING GALLEYS (RE ..,SE Historic D�S(� 4 EXISTING GALLEYS,) ADD 6 GALLEYS WITH 4' STONE AT SIDES AND 1 5' AT ENDS a7 — ,. PARCEL 72 - -I --� �•� 36955tSF { L --( B4t ACRE) 1 Pj rxKr. Bu M G EXISTING DWELL. stiaAs ( 11, rW5T iL. f4•. 52.5' 1rc- �r^L1 ,I 4 '-• - �,!� Y sra AMtIC . 1112 - - _-� EX15r1MG ASMI SrEro L REuAXX (Pw55CD M.NSPEC fgN) BOARD OF K VrH MA APPROVED OATP. 01-229 a. zr 1a-,wa down cape engineering, inc. I) CIVIL. ENGINEERS LAND SURVEYORS 93R main st. yannouth, ma 02075 2.SY A/6 Ni-- l s1.O NO 111111WATER ENC41UN1FK0 CP ELEY LS a• 10YR 4 2 LS 37' ,OYN 5/6 7,2V CI °p C rs 2,SY 5/6 i� 31.0' Sk I LOA. STONES NO WATER ENCMNrrRED SITE PLAIN 16 CHURCH STREET ME 10RW OFT YARMOUTH (PORT) -E--! HAROLD & ,TILL LEVINE 20 0 20 40 RD SCALL ,_• Z2_ [NTT N(WFMHEH T7. 2003 REY 10/22FW RIV 12/"m 4PAaLy �1.1� Is.sl ARAtE MIEN NQJALAy 01AfA CPA 0T rti ,yn N5 56T1} v N P. AAT+ " 25-E017 ' 1112 - - _-� EX15r1MG ASMI SrEro L REuAXX (Pw55CD M.NSPEC fgN) BOARD OF K VrH MA APPROVED OATP. 01-229 a. zr 1a-,wa down cape engineering, inc. I) CIVIL. ENGINEERS LAND SURVEYORS 93R main st. yannouth, ma 02075 2.SY A/6 Ni-- l s1.O NO 111111WATER ENC41UN1FK0 CP ELEY LS a• 10YR 4 2 LS 37' ,OYN 5/6 7,2V CI °p C rs 2,SY 5/6 i� 31.0' Sk I LOA. STONES NO WATER ENCMNrrRED SITE PLAIN 16 CHURCH STREET ME 10RW OFT YARMOUTH (PORT) -E--! HAROLD & ,TILL LEVINE 20 0 20 40 RD SCALL ,_• Z2_ [NTT N(WFMHEH T7. 2003 REY 10/22FW RIV 12/"m 4PAaLy �1.1� Is.sl ARAtE MIEN NQJALAy 01AfA CPA 0T rti ,yn N5 56T1} v N P. AAT+ " 25-E017 '