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Home My WebLink About175 Seapuit Road - Revised Plan Filing 88 Route 6A, Unit 2A • Sandwich, MA 02563 • Tel 508.255.6511 www.tighebond.com C19952*00 November 13, 2024 Conservation Commission Attn: Darcy Karle, Agent 230 South Street Hyannis, MA 02601 Re: Revised Plan Filing Whileaway Realty Trust 175 Seapuit Road Osterville, MA Map 095 Parcel 013/001 OOC SE 3-6126 Dear Ms. Karle and Commission Members: On behalf of Whileaway Realty Trust, Tighe & Bond respectfully requests the review and approval of the enclosed revised plan filing. The revisions are for minor changes to the work currently being conducted in compliance with an Order of Conditions (OOC) issued on October 12, 2023, by the Barnstable Conservation Commission, for 175 Seapuit Road, Osterville, Massachusetts. The following documents are provided as attachments: Attachment 1: Barnstable Form R Attachment 2: Order of Conditions and Project Drawings of Record Attachment 3: Revised Drawings dated 10/30/2024 We appreciate your review of this request and supporting materials at your next available public hearing. Should you have any questions or require any additional information, please contact me at 508-255-6511 or via email at cdavis@tighebond.com. Very truly yours, TIGHE & BOND, INC. Carla A. Davis Project Planner I Enclosures Copy: Whileaway Realty Trust Matthew Cunningham Landscape Design LLC Sean M. Riley, Project Manager J:\_Coastal\Accounting\DOC\C19900\19952.00 - No physical folder\Permitting\Conservation\REV Plan Request\Cover Letter.docx ATTACHMENT 1 SE3 Pro 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ___ Rep Plea with requ Encl appl Q\Conserv\DEPF 3- ______ O oject Locatio Why is a rev __________ Is the revisio If a revised Does the rev Submit prev color marku What parts o __________ What parts o __________ Are complet _________ Have specia certified fou Are sedimen ___________ presentative ase submit: Co h colored sta uested revisio lose a $50 che lication, pleas Office: 508 ORMS\Form R.do OOC expira on ________ vised plan be ___________ on proposed site plan is b vised site pla viously appro up indicating of project ar ___________ of project ar ___________ ted parts of p ___________ al conditions undation plan nt controls in ___________ e’s Signatur over letter, th mp and orig ons with colo ck made paya e add the app 8-862-4093 oc ation date: _ __________ eing submitt ___________ d or as-built ? being submit an have an o oved plan cop g requested re e completed ___________ e not comple ___________ project in co ___________ s been met to n)? _______ n good work ___________ re is form, the p inal signatur ored stamp a able to the Tow ropriate activ T Con Mond th Updated 09/01 Revi __________ ___________ ted? _______ ___________ ? _________ tted, what is original stam pies along wi evisions.) d? ________ ___________ eted? ___________ ompliance w __________ o date (e.g., F ___________ king conditio ___________ reviously app re or two (2) and original s wn of Barnsta vity fee. Town o nservati 230 Hyannis Ma Submission de day NOON th he next 3:00 p. 1/2022 sed Plan R _ Applicant __________ __________ __________ __________ its revision mp, signature ith the propo ___________ __________ __________ with the appro ___________ Forms A & B __________ on? _______ __ proved plan original revi signature, an able. If this re of Barns ion Com South Stree assachusetts eadline is he week before m. hearing Request t Name:____ ______ Map ___________ ___________ ___________ date? _____ , and initials osed revised ___________ ___________ ___________ oved plan an __________ B, photograp ___________ ___________ __________ Date copy along w ised plans wi nd 8 collated s evision include stable mmissio et s 02601 E-mail: con e P __________ p: ______ P ___________ __________ __________ __________ s in the revis plan or a rev ___________ __________ __________ nd Order of C ___________ phs of undis __________ __________ __________ with two (2) ith color mar sets (there sho es activities no on nservation@to F Page 1 of 1 ___________ Parcel: ____ ___________ ___________ ___________ ___________ sion block? _ vised plan wi ___________ ___________ ___________ Conditions? __________ sturbed buffe ___________ ___________ ___________ proposed rev rkup indicat uld be 9 pack ot part of the o own.barnstab Form R __ ___ __ __ __ __ ___ ith ___ __ __ __ er, _ __ _ vised plans ing ets total). original le.ma.us R 6126 10/12/2026 Whileaway Realty Trust 175 Seapuit Road 095 013-001 Proposed 10/30/2024 Yes Yes Yes Yes Sean M. Riley, P.E.11/14/24 Additions of: Chicken coop, Compost Bin, Shed, Propane Tank & Generator added to the 50-100’ Buffer. Minor regrading 50’-100’ Buffer, Add center strip of pavement on access drive 50’-100’ Buffer. 2. Add path & bee hives within the 0’-50’ Buffer (prior to mitigation plantings being installed) this falls within the previous house/patio footprint. Add I/A Technology to the septic system ATTACHMENT 2 FLOOD PLAINCONTOUR (EL.12)#181 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-6N/FJAMES M. GEARIN & GRETCHEN GEARINCERT. #1929187.88.45.17.99.3#149 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-5N/FPATRICK J. SCANNELL & ELLEN M. SCANNELLCERT. #191685DYHWVMMWVIFW 104IFW 105IFW 106IFW 116IFW 117IFW 120IFW 121IFW 122IFW 101IFW 102IFW 103FPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPC FPC FPC FPC FPC8.17.010.77.17.17.17.310.110.511.110.211.410.67.27.78.67.211.412.87.68.68.28.48.28.486495 6876789101113141515 15 1615 89101113 8 81011109OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTHRESH.EL.=16.4±THRESH.EL.=15.6±RIDGEEL.=34.9±THRESH. EL.=16.4±THRESH.EL.=15.6±IFW 10IFW 12IFW 11IFW 13IFW 14IFW 15IFW 16IFW 17IFW 18IFW 20IFW 19IFW 01IFW 2IFW 05IFW 06IFW 07IFW 08IFW 09IFW 3SLABEL.=8.0±WVNICHOLAS DAVID SAMRA &15.114.814.914.914.314.313.115.315.316.115.515.416.515.215.115.06.112.814.514.218.1'±2 6 . 4 '±23.4'±181.0'±241.9'±42.9'±GGGGGGGGGGGGGGGGGGGGGGGGGG9.69.410.19.68.210.6910E ETTG G G G G G G G G G G G G G G G G G GEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWTTTTTTTTTTTTEEEEWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGWWWWWWW WWBENCHMARK:TOP OF CONC. BOUNDELEV.=13.49 (NAVD88)BENCHMARK:HYDRANT TAG BOLTELEV.=13.53 (NAVD88)S84° 38' 56"WS77° 33' 09"W137.02'S33° 08' 55"E263.18'S07° 25' 07"W 202.48'S86° 53' 50"W107.82'N05° 44' 41"W334.19'N70° 02' 36"W175.32'GMFLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)FLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLAND50' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD PLAINFLOOD PLAINCONTOUR (EL.12)CONTOUR (EL.12)54.57' (AS MAPPED) (AS MAPPED)PEA STONE DRIVE W/ COBBLE STONE EDGINGEDGE OF CLEARINGEDGE OF CLEARINGUP 112/16#1751 STY. WOODFRAMED DWELLINGISOLATEDFLAGGEDWETLANDISOLATEDFLAGGEDWETLANDAPPROX. SEWAGEDISPOSAL SYSTEM (SEE NOTE 6 )EDGE OF FLAGGED WETLANDEDGE OF FLAGGED WETLANDBRICKPATIOBRICK PATIO1 STY. WORKSHOPCONC. APRON20"PINE20"PINEGRAVEL DRIVEEDGE OF CLEARINGEDGE OF CLEARINGEDGE OF CLEARINGCOV.ENTRYCONC.STOOPCONC. STEPCBFND.CBFND.XXXXXXEDGE OF PAVEMENT W/ BERMCBFND.CBFND.CBFND.CBFND.GRAVELPARKINGUP112/146" CEDAR6" CEDAR6" CEDAR6" CEDAR16" PINE12" OAK10" OAK14" PINE16" PINE9" HOLLY6" HOLLY12" PINE14" OAK10" OAK10" OAK48" OAK12" OAK12" CEDAR16" PINE12" OAK10" CEDAR12" CEDAR6" OAK10" OAK10" OAK12" OAK6" CEDAR8" CEDAR6" CEDAR14" CEDAR6" CEDAR10" OAK8" PINE8" CEDAR14" OAK8" OAK10" OAK12" OAK12" CEDAR6" OAK8" OAK14" OAK6" OAK12" CEDAR10" OAK12" OAK24" OAK12" OAK8" OAK10" OAK8" OAK8" OAK8" OAK9" OAK12" OAK7" OAK7" OAK8" CEDAR12" OAK14" OAK6" OAK11" OAK12" PINE12" OAK12" PINE7" OAK10" PINE10" OAK12" OAK10" OAK10" OAK7" OAK12" PINE10" OAK16" PINE28" OAK7" CEDAR14" PINE6" OAK10" OAK10" OAK12" OAK8" OAK12" PINE48" OAK12" OAK6" OAK6" OAK10" OAK16" PINE14" PINE11" OAK18" OAK12" OAK6" CEDAR10" OAK8" PINE6" OAK14" PINE6" HOLLY28" OAK10" HOLLY22" OAK16" OAK7" OAK14" OAK14" OAK20" PINEPEA STONE DRIVE W/COBBLE STONE EDGINGASSESSORS MAP 95PARCEL 13-006JAMES & GRETCHEN GEARINASSESSORS MAP 95PARCEL 13-001OSTERKENT LLCNATURAL AREA #3= 33,464± S.F.S50° 31' 54"E40.00'S05° 44' 41"E318.30'S24° 05' 32"W45.00'SEAPUIT ROAD (33.00 WIDE)LOT 16199,213± S.F.(2.28± AC.)CONTOUR (EL.12)FLOOD PLAIN8910111311111110981314151615 11 1010879876614 100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED) (AS MAPPED) (AS MAPPED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)241.9'±FLOOD PLAINCONTOUR (EL .12 )#181 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-6N/FJAMES M. GEARIN & GRETCHEN GEARINCERT. #1929187.88.45.17.99.3#149 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-5N/FPATRICK J. SCANNELL & ELLEN M. SCANNELLCERT. #191685DYHWVMM WVIFW 104IFW 105IFW 106IFW 116IFW 117IFW 120IFW 121IFW 122IFW 101IFW 102IFW 103FPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPC FP C FPC FPC FPC FPC8.17.010.77.17.17.17.310.110.511.110.211.410.67.27.78.67.211.412.87.68.68.28.48.28.486 4 9 56876789101113141 5 151 5 1615 8 9 10 11 13 8 81011109 EDGE OF PAVEMENT W/BERMNATURAL AREA #3= 33,464± S.F.PEA STONE DRIVE W/COBBLE STONE EDGINGOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWIFW 10IFW 12IFW 11IFW 13IFW 14IFW 15IFW 16IFW 17IFW 18IFW 20IFW 19IFW 01IFW 2IFW 05IFW 06IFW 07IFW 08IFW 09IFW 3WVNICHOLAS DAVID SAMRA &15.114.814.914.914.314.313.115.315.316.115.515.416.515.215.115.06.112.814.514.29.69.410.19.68.210.6910E E T T G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W EEEEBENCHMARK:TOP OF CONC. BOUNDELEV.=13.49 (NAVD88)BENCHMARK:HYDRANT TAG BOLTELEV.=13.53 (NAVD88)PEA STONE DRIVE W/COBBLE STONE EDGINGASSESSORS MAP 95PARCEL 13-006JAMES & GRETCHEN GEARINASSESSORS MAP 95PARCEL 13-001OSTERKENT LLCNATURAL AREA #3= 33,464± S.F.SEAPUIT ROAD (33.00 WIDE)LOT 16199,213± S.F.(2.28± AC.)58'23'42'CONTOUR (EL.12)FLOOD PLAIN8910111311111110981314 15 16151 1 1 0 1 0 879876614 PROPOSEDLAWN STRIP(TYP.)PROPOSEDMEADOWEXISTINGVEGETATIONTO REMAINPROPOSEDMULCH TRAILEXISTING GRAVELROAD AND UTILITIESTO REMAINPBPBPBPROPOSED OUTLINEOF I/A SEWAGEDISPOSAL SYSTEMASPHALTPARKING COURT(TYP.)PROPOSED 1 BEDROOMDWELLINGF.F.E. = 13.17PROPOSED"PAVILION"F.F.E. = 13.17PROPOSED "GREENHOUSE" F.F.E. = 13.00 PBPBPBPBPBPBPBPROPOSEDYARD DRAINPROPOSED YARDDRAINS (TYP)PROPOSEDGENERATORAND PADLAWNPROPOSEDGARDENLIMIT OF WORK / EROSIONCONTROL BARRIERPROPOSEDYARD DRAIN0'-50' MITIGATIONAREA = 6,064± S.F.PROPOSEDPERVIOUSWALKWAY(TYP.)AVVA11121 2 1 2 1212891011119101314141313981091112161511+11.63+11.60+11.6312.38+12.38+12.38+12.80+12.00+12.50+12.50+12.73++12.7312.73 +13.00+12.65+13.00+12.95++12.9512.85++12.8512.75+13.00+13.00+13.00++13.75+13.75+13.75+12.38+12.38+12.38+12.4013.00+11.85+100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED) (AS MAPPED) (AS MAPPED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)5 1 ' 101' 67'PROPOSEDCATCH BASINRIM EL. = 11.1PROPOSEDDRYWELL(TYP.)PAT H PLANTING AREAPLANTING AREA241.9'±PROPOSED MITIGATIONBOUNDARY MARKERS (TYP.)F:\SDSKPROJ\C19000\C19952\C19952-00\C19952-00-CIV.dwg 9/19/2023 10:01 AM Coastal Engineering Co., Inc. c 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYKEY MAPNO SCALEEXISTING SITE PLAN1 inch = 30 ft.3015030902,112± S.F. NET DECREASE IN COVERAGE WITHIN 0' - 50'366± S.F. NET INCREASE IN COVERAGE WITHIN 50' - 100'1,746± S.F. NET DECREASE IN COVERAGE WITHIN 0' - 100'0' - 50' BUFFER ZONE COVERAGE TABLESUBJECTEXISTINGPROPOSEDCHANGEBUILDINGS621±S.F.0±S.F.-621±S.F.HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)1,491±S.F.0±S.F.-1,491±S.F.TOTAL COVERAGE WITHIN 0' -50' BUFFER2,112±S.F.0±S.F.-2,112±S.F.50' - 100' BUFFER ZONE COVERAGE TABLESUBJECTEXISTINGPROPOSEDCHANGEBUILDINGS2,522±S.F.0±S.F.-2,522±S.F.HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)502±S.F.3,390±S.F.2,888±S.F.TOTAL COVERAGE WITHIN 50' -100' BUFFER3,024±S.F.3,390±S.F.366±S.F.0' - 100' BUFFER COVERAGE NOTE:PROVIDED MITIGATION WITHIN 0'-50' BUFFER (6,064 S.F.)6,064 S.F. OF MITIGATION HAS BEEN PROVIDED INCLUDING A NET REDUCTION OF1,746 S.F.WITHIN 0'-100' BUFFER. NO MITIGATION IS REQUIRED UNDER CHAPTER704-3 D(2) OF BARNSTABLE WETLAND REGULATION. A REQUESTED CREDIT OF6,069 S.F. TO BE BANKED FOR FUTURE MITIGATION PURPOSES.MITIGATION NOTE:PROPOSED SITE PLAN1 inch = 30 ft.301503090ALL ROOF RUNOFF AND YARD DRAINS TO BEROUTED TO DRYWELLS VIA 4" SCH 40 PVC PIPESROOF DRYWELL NOTE:ASSESSORS MAP 95 PARCEL 13-1LAND COURT PLAN 5725-57 LOT 161REFERENCE:DAVID & ERICA SAMRA 175 SEAPUIT ROAD BARNSTABLE (OSTERVILLE), MA C19952.00PLAN SHOWING PROPOSED SITE IMPROVEMENTSC2.1.111AS NOTED09-14-2023C19952-00-CIV.dwgDAPSMR-- (REMOVE PROPOSED) AND ADD ACCESS PATH - 1 09-19-23 MODIFY DRIVEWAY ENTRANCE, SHOW EXISTING ACCESS EASEMENT DAV 2 10-04-23 SHOW PERMANENT BOUNDARY MARKER DAPNOTES:1. VERTICAL DATUM IN U.S. SURVEY FEETREFERENCED TO THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88) BASEDUPON RTK GPS OBSERVATIONS ON2022-07-11 TO THE HEXAGON SMARTNET RTKNETWORK.2.THIS PLAN IS THE RESULT OF ANINSTRUMENT SURVEY PERFORMED ON2022-07-11.3. EXISTING UTILITIES, UNDERGROUND ANDOVERHEAD, MAY EXIST IN ADDITION TO THEUTILITY INFORMATION SHOWN ON THESEPLANS. THIS PLAN MUST NOT BE USED TOLOCATE UNDERGROUND UTILITIES. CALLDIG SAFE AT 811 PRIOR TO STARTING ANYEXCAVATION.4. THE SUBJECT PREMISES AS SHOWN LIESWITHIN FLOOD ZONE AE (EL 12) AND ZONE XSHOWN ON THIS DRAWING ARE A DIRECTREPRESENTATION OF THE GRAPHIC FLOODZONE BOUNDARIES SHOWN ON FEMA FIRMPANEL #25001C0544J EFFECTIVE 2014-07-16. PLEASE NOTE THAT SITE SPECIFICFLOODPLAIN BOUNDARIES MAY VARY DUETO DIFFERENT INTERPRETATIONS OF THESEBOUNDARIES. USERS ARE ADVISED TOVERIFY LOCATION OF THESE BOUNDARIESWITH THE DESIGNATED COMMUNITYFLOODPLAIN MANAGERS AND/OR FEMAPRIOR TO SITING ANY PROPOSEDSTRUCTURES.5. THIS SURVEY HAS BEEN PERFORMEDWITHOUT THE BENEFIT OF A TITLE SEARCHAND MAY NOT REVEAL ANY FACTS THATWOULD BE DISCLOSED BY ONE.6.THE SEWAGE DISPOSAL SYSTEMCOMPONENTS SHOWN HEREON PERAS-BUILT CARD ON FILE WITH THE TOWN OFBARNSTABLE BOARD OF HEALTH.NICHOLAS DAVID SAMRA &ERICA LYNN PEARSON,TRUSTEES OF THE WHILEAWAY TRUSTCERT. #229186OWNER OF RECORD:(OSTERVILLE), MANORTHBAYFALMOUTH RD.ROUTE 28S. COUNTY RD.OSTERVILLE W. BARNS T A B L E R D .MAIN STREETSEAPUIT RD.BUMPS RIVER RD.LOCUSCONTOUR20SPOT ELEV.x23.5GAS METERGMBOUNDDECIDUOUS TREEUTILITY POLEELECTRIC METERCONIFER TREEWATER GATEAPPROX. GAS SERVICEGMAILBOXOVERHEAD WIRESOHWLIGHT POLECATCH BASINWAPPROX. WATER SERVICEGUY WIREHYDRANTPULL BOXMISC. MANHOLEFLOOD PLAIN CONTOUR (EL.=12)IFWWETLAND FLAGGAS GATEEXISTINGCONTOUR MAJORCONTOUR MINORSPOT ELEVATIONPROPOSEDFENCELEGENDEMWVDYHPB MFPCGVMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD83 (2011) (MYCS2) EPOCH 2010.00)+12.73MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983, MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH 2010.00)PLANT BEDPBBARNSTABLE1011REV 10-04-202310/05/2023 ATTACHMENT 3 #181 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-6N/FJAMES M. GEARIN & GRETCHEN GEARINCERT. #1929187.88.45.37.99.3#149 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-5N/FPATRICK J. SCANNELL & ELLEN M. SCANNELLCERT. #191685DYHWVMMWVIFW 104IFW 105IFW 106IFW 116IFW 117IFW 120IFW 121IFW 122IFW 101IFW 102IFW 103FPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPC FPC FPC FPC FPC8.17.010.77.17.17.17.310.110.511.110.211.410.67.27.78.67.211.412.87.68.68.28.48.28.486495 6876789101113141515 15 1615 89101113 8 81011109 OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTHRESH.EL.=16.4±THRESH.EL.=15.6±RIDGEEL.=34.9±THRESH. EL.=16.4±THRESH.EL.=15.6±IFW 10IFW 12IFW 11IFW 13IFW 14IFW 15IFW 16IFW 17IFW 18IFW 20IFW 19IFW 01IFW 2IFW 05IFW 06IFW 07IFW 08IFW 09IFW 3SLABEL.=8.0±WVNICHOLAS DAVID SAMRA &15.114.814.914.914.314.313.115.315.316.115.515.416.515.215.115.06.112.814.514.218.1'±2 6 . 4 '±23.4'±181.0'±241.9'±42.9'±GGGGGGGGGGGGGGGGGGGGGGGGGG9.69.410.19.68.210.6910E ETTG G G G G G G G G G G G G G G G G G GEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWTTTTTTTTTTTTEEEEWWWWWWWWWWWWWWWWWGGGGGGGGGGGGGGGGGGWWWWWWW WWBENCHMARK:TOP OF CONC. BOUNDELEV.=13.49 (NAVD88)BENCHMARK:HYDRANT TAG BOLTELEV.=13.53 (NAVD88)S84° 38' 56"WS77° 33' 09"W137.02'S33° 08' 55"E263.18'S07° 25' 07"W 202.48'S86° 53' 50"W107.82'N05° 44' 41"W334.19'N70° 02' 36"W175.32'GMFLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)FLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLAND50' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD PLAINFLOOD PLAINCONTOUR (EL.12)CONTOUR (EL.12)54.57' (AS MAPPED) (AS MAPPED)PEA STONE DRIVE W/ COBBLE STONE EDGINGEDGE OF CLEARINGEDGE OF CLEARINGUP 112/16#1751 STY. WOODFRAMED DWELLINGISOLATEDFLAGGEDWETLANDISOLATEDFLAGGEDWETLANDAPPROX. SEWAGEDISPOSAL SYSTEM (SEE NOTE 6 )EDGE OF FLAGGED WETLANDEDGE OF FLAGGED WETLANDBRICKPATIOBRICK PATIO1 STY. WORKSHOPCONC. APRON20"PINE20"PINEGRAVEL DRIVEEDGE OF CLEARINGEDGE OF CLEARINGEDGE OF CLEARINGCOV.ENTRYCONC.STOOPCONC. STEPCBFND.CBFND.XXXXXXEDGE OF PAVEMENT W/ BERMCBFND.CBFND.CBFND.CBFND.GRAVELPARKINGUP112/146" CEDAR6" CEDAR6" CEDAR6" CEDAR16" PINE12" OAK10" OAK14" PINE16" PINE9" HOLLY6" HOLLY12" PINE14" OAK10" OAK10" OAK48" OAK12" OAK12" CEDAR16" PINE12" OAK10" CEDAR12" CEDAR6" OAK10" OAK10" OAK12" OAK6" CEDAR8" CEDAR6" CEDAR14" CEDAR6" CEDAR10" OAK8" PINE8" CEDAR14" OAK8" OAK10" OAK12" OAK12" CEDAR6" OAK8" OAK14" OAK6" OAK12" CEDAR10" OAK12" OAK24" OAK12" OAK8" OAK10" OAK8" OAK8" OAK8" OAK9" OAK12" OAK7" OAK7" OAK8" CEDAR12" OAK14" OAK6" OAK11" OAK12" PINE12" OAK12" PINE7" OAK10" PINE10" OAK12" OAK10" OAK10" OAK7" OAK12" PINE10" OAK16" PINE28" OAK7" CEDAR14" PINE6" OAK10" OAK10" OAK12" OAK8" OAK12" PINE48" OAK12" OAK6" OAK6" OAK10" OAK16" PINE14" PINE11" OAK18" OAK12" OAK6" CEDAR10" OAK8" PINE6" OAK14" PINE6" HOLLY28" OAK10" HOLLY22" OAK16" OAK7" OAK14" OAK14" OAK20" PINEPEA STONE DRIVE W/COBBLE STONE EDGINGASSESSORS MAP 95PARCEL 13-006JAMES & GRETCHEN GEARINASSESSORS MAP 95PARCEL 13-001OSTERKENT LLCNATURAL AREA #3= 33,464± S.F.S50° 31' 54"E40.00'S05° 44' 41"E318.30'S24° 05' 32"W45.00'ISOLATEDWETLAND89101113111110981314151615111010879876614FLOOD PLAINCONTOUR (EL.12)SEAPUIT ROAD (33.00 WIDE)LOT 16199,213± S.F.(2.28± AC.)CONTOUR (EL.12)FLOOD PLAIN100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED) (AS MAPPED) (AS MAPPED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)#181 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-6N/FJAMES M. GEARIN & GRETCHEN GEARINCERT. #1929187.88.45.37.99.3#149 SEAPUIT ROADASSESSORS MAP 95PARCEL 13-5N/FPATRICK J. SCANNELL & ELLEN M. SCANNELLCERT. #191685DYHWVMMWVIFW 104IFW 105IFW 106IFW 116IFW 117IFW 120IFW 121IFW 122IFW 101IFW 102IFW 103FPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPCFPC FP C FPC FPC FPC FPC8.17.010.77.17.17.17.310.110.511.110.211.410.67.27.78.67.211.412.87.68.68.28.48.28.486 4 9 56876789101113141 5 151 5 1615 8 9 10 11 13 8 81011109 EDGE OF PAVEMENT W/BERMNATURAL AREA #3= 33,464± S.F.PEA STONE DRIVE W/COBBLE STONE EDGINGOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWIFW 10IFW 12IFW 11IFW 13IFW 14IFW 15IFW 16IFW 17IFW 18IFW 20IFW 19IFW 01IFW 2IFW 05IFW 06IFW 07IFW 08IFW 09IFW 3WVNICHOLAS DAVID SAMRA &15.114.814.914.914.314.313.115.315.316.115.515.416.515.215.115.06.112.814.514.29.69.410.19.68.210.6910E ETT G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E W W W W W W W W W W W W W W W W W EEEEBENCHMARK:TOP OF CONC. BOUNDELEV.=13.49 (NAVD88)BENCHMARK:HYDRANT TAG BOLTELEV.=13.53 (NAVD88)PEA STONE DRIVE W/COBBLE STONE EDGINGASSESSORS MAP 95PARCEL 13-006JAMES & GRETCHEN GEARINASSESSORS MAP 95PARCEL 13-001OSTERKENT LLCNATURAL AREA #3= 33,464± S.F.891011131111 10981 3 14 15 16151 1 1 0 1 08 79876614 FLOOD PLAINCONTOUR (EL .12 )SEAPUIT ROAD (33.00 WIDE)LOT 16199,213± S.F.(2.28± AC.)CONTOUR (EL.12)FLOOD PLAIN100' FROM EDGE OF WETLAND50' FROM EDGE OF WETLANDFLOOD ZONE AE (EL 12)FLOOD ZONE X (SHADED) (AS MAPPED) (AS MAPPED)FLOOD ZONE AE (EL 12) (AS MAPPED)FLOOD ZONE X (SHADED) (AS MAPPED)1DOH3DOH2DOH4DOHGVWVFMFMFMSSSSSDDDDDD D DDD D DDDDDDDDDDDDDDDDD PBPBPROPOSED"PAVILION"F.F.E. = 13.80PROPOSED "GREENHOUSE" F.F.E. = 14.05 PBPBPBPBPBPBPBLAWNPAT H D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.PROPOSEDGARDENPROPOSEDGARDENPROPOSEDGARDENPARKINGCOURTPARKINGCOURTPBPBPBPROPOSED 1 BEDROOMDWELLINGF.F.E. = 13.60MULCHAREA13.39+13.13+13.43++12.45+12.441510SS+12.83SSSSS10AC12.38++12.2512.18++13.13PBGEN151510PROPOSEDSHEDPROPOSEDMEADOW PROPOSEDFENCEEXISTING GRAVELROAD AND UTILITIESTO REMAINLIMIT OF WORK / EROSIONCONTROL BARRIERPROPOSED GAS& WATER VALVESPROPOSEDPROPANE TANKPROPOSED FLOWERGARDEN AREAPROPOSEDCHICKEN COOPPROPOSEDDRIVEWAYPILLAR (TYP.)PROPOSEDTRASH PADPROPOSEDCOMPOSTSYSTEMPROPOSEDPICNIC AREAPROPOSED PERMANENTBOUNDARY MARKER (TYP.)DDDD+15.25PROPOSED PLINTHWITH RETAININGWALL AND FENCE1089118812161 49 8119111212121313131313131 3 1414 111210119129DDDDDDDDDD6" ADS N-12 DRAIN PIPE, S = 0.5% MIN8PROPOSEDCATCH BASINRIM EL. = 11.90(H-20)PROPOSED LRB-2(32.5'L x 11.67'W)PROPOSED LRB-3(17.5'L x 8.33'W)PROPOSED DRYWELL (H-20)(6' DIA. x 3'D WITH 1' OF STONE)PROPOSEDCATCH BASINRIM EL. = 13.4(H-20)PROPOSED CURBBACK DRAINPROPOSED LRB-1(32.5'L x 11.67'W)PROPOSED YARD DRAINRIM EL. = 11.80PROPOSED CATCHBASIN WITH 2' SUMPRIM EL. = 9.90 (H-10)PROPOSED 6" PIPEOUTFALL WITH FLAREDEND SECTION & RIP-RAPINV. OUT EL = 8.000-50' MITIGATIONAREA = 4,838± S.F.J:\_Coastal\Eng\SDSKPROJ\C19000\C19952\C19952-00\C19952-00-CIV.dwg 10/30/2024 11:18 AM Coastal Engineering Co., Inc. c 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYKEY MAPNO SCALEEXISTING SITE PLAN1 inch = 30 ft.3015030902,112± S.F. NET DECREASE IN COVERAGE WITHIN 0' - 50'1,709± S.F. NET INCREASE IN COVERAGE WITHIN 50' - 100'403± S.F. NET DECREASE IN COVERAGE WITHIN 0' - 100'0' - 50' BUFFER ZONE COVERAGE TABLESUBJECTEXISTINGPROPOSEDCHANGEBUILDINGS621±S.F.0±S.F.-621±S.F.HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)1,491±S.F.0±S.F.-1,491±S.F.TOTAL COVERAGE WITHIN 0' -50' BUFFER2,112±S.F.0±S.F.-2,112±S.F.50' - 100' BUFFER ZONE COVERAGE TABLESUBJECTEXISTINGPROPOSEDCHANGEBUILDINGS2,522±S.F.0±S.F.-2,522±S.F.HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)502±S.F.4,733±S.F.4,231±S.F.TOTAL COVERAGE WITHIN 50' -100' BUFFER3,024±S.F.4,733±S.F.1,709±S.F.0' - 100' BUFFER COVERAGE NOTE:PROVIDED MITIGATION WITHIN 0'-50' BUFFER (4,838 S.F.)4,838 S.F. OF MITIGATION HAS BEEN PROVIDED INCLUDING A NET REDUCTION OF403 S.F.WITHIN 0'-100' BUFFER. NO MITIGATION IS REQUIRED UNDER CHAPTER704-3 D(2) OF BARNSTABLE WETLAND REGULATION. A REQUESTED CREDIT OF4,838 S.F. TO BE BANKED FOR FUTURE MITIGATION PURPOSES.MITIGATION NOTE:PROPOSED SITE PLAN1 inch = 30 ft.301503090ALL ROOF RUNOFF AND YARD DRAINS TO BEROUTED TO DRYWELLS VIA 4" SCH 40 PVC PIPESROOF DRYWELL NOTE:ASSESSORS MAP 95 PARCEL 13-1LAND COURT PLAN 5725-57 LOT 161REFERENCE:DAVID & ERICA SAMRA 175 SEAPUIT ROAD BARNSTABLE (OSTERVILLE), MA C19952.00PLAN SHOWING PROPOSED SITE IMPROVEMENTSC2.1.111AS NOTED09-14-2023C19952-00-CIV.dwgDAV/DAPSMR-- (REMOVE PROPOSED) AND ADD ACCESS PATH - 1 09-19-23 MODIFY DRIVEWAY ENTRANCE, SHOW EXISTING ACCESS EASEMENT DAV 2 10-04-23 SHOW PERMANENT BOUNDARY MARKER DAP 3 10-30-2024 UPDATE COVERAGE TABLE & SITE IMPROVEMENTS DAPNOTES:1. VERTICAL DATUM IN U.S. SURVEY FEETREFERENCED TO THE NORTH AMERICANVERTICAL DATUM OF 1988 (NAVD88) BASEDUPON RTK GPS OBSERVATIONS ON2022-07-11 TO THE HEXAGON SMARTNET RTKNETWORK.2.THIS PLAN IS THE RESULT OF ANINSTRUMENT SURVEY PERFORMED ON2022-07-11.3. EXISTING UTILITIES, UNDERGROUND ANDOVERHEAD, MAY EXIST IN ADDITION TO THEUTILITY INFORMATION SHOWN ON THESEPLANS. THIS PLAN MUST NOT BE USED TOLOCATE UNDERGROUND UTILITIES. CALLDIG SAFE AT 811 PRIOR TO STARTING ANYEXCAVATION.4. THE SUBJECT PREMISES AS SHOWN LIESWITHIN FLOOD ZONE AE (EL 12) AND ZONE XSHOWN ON THIS DRAWING ARE A DIRECTREPRESENTATION OF THE GRAPHIC FLOODZONE BOUNDARIES SHOWN ON FEMA FIRMPANEL #25001C0544J EFFECTIVE 2014-07-16. PLEASE NOTE THAT SITE SPECIFICFLOODPLAIN BOUNDARIES MAY VARY DUETO DIFFERENT INTERPRETATIONS OF THESEBOUNDARIES. USERS ARE ADVISED TOVERIFY LOCATION OF THESE BOUNDARIESWITH THE DESIGNATED COMMUNITYFLOODPLAIN MANAGERS AND/OR FEMAPRIOR TO SITING ANY PROPOSEDSTRUCTURES.5. THIS SURVEY HAS BEEN PERFORMEDWITHOUT THE BENEFIT OF A TITLE SEARCHAND MAY NOT REVEAL ANY FACTS THATWOULD BE DISCLOSED BY ONE.6.THE SEWAGE DISPOSAL SYSTEMCOMPONENTS SHOWN HEREON PERAS-BUILT CARD ON FILE WITH THE TOWN OFBARNSTABLE BOARD OF HEALTH.NICHOLAS DAVID SAMRA &ERICA LYNN PEARSON,TRUSTEES OF THE WHILEAWAY TRUSTCERT. #229186OWNER OF RECORD:(OSTERVILLE), MANORTHBAYFALMOUTH RD.ROUTE 28S. COUNTY RD.OSTERVILLE W. BARN S T A B L E R D .MAIN STREETSEAPUIT RD.BUMPS RIVER RD.LOCUSCONTOUR20SPOT ELEV.x23.5GAS METERGMBOUNDDECIDUOUS TREEUTILITY POLEELECTRIC METERCONIFER TREEWATER GATEAPPROX. GAS SERVICEGMAILBOXOVERHEAD WIRESOHWLIGHT POLECATCH BASINWAPPROX. WATER SERVICEGUY WIREHYDRANTPULL BOXMISC. MANHOLEFLOOD PLAIN CONTOUR (EL.=12)IFWWETLAND FLAGGAS GATEEXISTINGCONTOUR MAJORCONTOUR MINORSPOT ELEVATIONPROPOSEDFENCELEGENDEMWVDYHPBMFPCGVMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD83 (2011) (MYCS2) EPOCH 2010.00) MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983, MAINLAND ZONE (NAD83 (2011) (MYCS2) EPOCH 2010.00)PLANT BEDPBBARNSTABLE1011REV 10-30-2024Has Joined11/11/2024