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HomeMy WebLinkAbout0253 WHISTLEBERRY DRIVE ��� � � '� ,� � a o _ � - � a r r Ce e r. � �. �, ,� �. ��' _ s ..� e ,. A a � � r ,� � � �`�"� ��„� � �_ { .,.,, t i a � � � � _ � -�______- �. �._..._..v.. r r........ ..� � �.. �,�_�.,. __..�_ w....9...�._._.. -- -- le �" TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY ' PARCEL ID .062 014' GEOBASE ID 3494 ADDRESS 253 WHISTLEBERRY DRIVE PHONE MARSTONS MILLS ZIP — LOT 18 BLOCK _ LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 59743 DESCRIPTION CERTIFICATE OF OCCUPANCY/;FOR SFH"UNDER _#50591 PERMIT TYPE BCOO '. TITLE, CERTIFICATE OF.00CUPANCY ; CONTRACTORS: Deparfinent'ofi Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: �� tN BOND $.00 . ( CONSTRUCTION COSTS $.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P:,C*`'?F'�` • + BARNSTABLE, MA83. s639. // ED Mlr►I A � ' BUIL BY �D DfVISION DATE ISSUED 03/20/2002 EXPIRATION DATE c .'TOWN. OF -BARNSTABLE yb, BWLD N,,"-PERMIT' v PARCEL IDti O&2, 014 GEQBASE ID , 3494 J ADDRESS_: ,253rWHISTIEBERRYt;D IVE ` P.�IONE ;MARSTONS MILLS 4 - - Z"TP s `LOT 16 •• , BLOCK' , _ LOT. YZE. DBA" - . s- ' DEUE-OPMENT' DISTRICT CO' Y PERMIT` . 50590' DESCRIPTION 3BEDR/,2 5BATH/SINGLE,FAMILY':DWELLINGG: .,. . PERMITS"TYP& =ABCJ'ILD TITLE NEW RESIDFNTIAI."BLDG EMT, CONTRACTORS PAUL� R' CLARK Department of Health; Safety ARCHITECTS t 'And Environmentijf Services TOTAL FEES $620Y_ 0 a. ff t01. IIOLR::—FAM':HOME: DETACHEDi' I ; :.,, .. -'•PR'IUATE. P 4 - `�',1.. `• ;..'. 4 . .. .. . • BARNSTABM • MA & T-44-:3 BUILDIN IV ._ION .DATE IS'SF3ED ` -12/14/2000' - TRATION DA'T�E Y J oil `2 Department of Health, Safety and Environmental Services a 1AMSTABIA 039. BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LAP4). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS •1. 1. ,p �e ` 1 1r p �•�� .I, it I,�1�!i � �, �' 3 - 1 HLOING INSPECTION APPROVALS ENGINEEFIMAG DEPARTMENT - .3--IS 6 2- 1,. r��✓ 2 OARD F ALTH 97 OTHER: SITE PLAN REVIEW APPROVAL I 3i i cI WORK SHALL NOT PROCEED NTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- 'MONTHS OF DATE THE PERMIT IS,ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i ?.r a 4 r r a1 t ' t 00 oQ a � a ao - Al11o0 0 ReeR a vdrtON ra rwn FRONT Ft FVATION r� R.ut� TFt�.—.F�VdnDN . r im ELEVATION r SCALF=Y�1;0 910117f$. ,pB ADDRF66l H DAM -VI— DRdOM BY per(¢ 06-09.2000 ,g ✓B Des/ ns SMOKE DETECTORS O.K. r ARNSTABLE BUILDING DEPT. - 9 ,Z d r.• r.• rr r ______ � 0 -__ -r_- -- b � � I I � I I •sEAtsa�; q � MmRen I I - ____ -____ • t I I U, b I,�� ,7 rn• b ..� l I I I' ►I I' � * f I I I 1 I I ' ro• r+,. �� rx rr �d �rarr d rN• __ ?•t �yL t• r.• t , rd w I rSAr6R�4 ' - OEUM --------- t ia>r>maeaan I unen C I �/-'sa.a I _�,�__ I Yd ra^ c •'N• ! g y I I I a q 1 y J ..'. .r r�.•.w•n..e•.r �•i b f � � I D rer rx '.w• rov` ;i�E'J®"'. _ q b „ rd r I yr r I rd .•I' *w •.r.• r I _ I-------- -_____- nau r I I I I I ; a. '• g� I I I I I I Ig I o I ;�, I I I I rd rd •'O• -- --•_ r t r•un ,-T- - �-- b •tv � I b I 1Qf6CMJLGPbI , I ---------------------------------- .d w ------ ------------------- ' fd ,d rd ••d rd vd re M SF nNp-_[_ R eoR�eN FIRST FLOOR PLAN MOO-, Jae AooRFBeI QE81C�H DAMRFVI4IpN QReaM sr PAGE oeo4mao •B ✓B Des/ ,75 Ham. I f�...arII..R.I,.I.e...a.el,f.a.va.A,u,..,.11v..,... .a..,•m.o.�.RI�I,o..,.�,.leR�. .n..w,e•�auarf.sw r•r,eanmwmb,loco•n•aonmsuR.Nrn,.m. '.uRmm•Ruu•ImorRo.Ru•nw.en.evlu _Ixn_•uuw•afRe.,.w wrR..z.,bow ..Rq.�nmcw,.amcmlvR x•w.m .� -n r! �___________________________� 4 - - ➢ a , ,,......� _ _ _ t _ _ _ _ _ _ `I _ _ _ _ _ _ _ _ ♦. I I I IT I f 4-1 --F i— , ;r______________________________________________ 4E ND F nOR FRdMM.P dN ROOF FRAMING PLAN SCALE>%.F c S-o 9LLLQE8,' JDB dDDREBB. DF4V•t( DATEQb DRAUM BY PdGE 06-09-2000 F s ✓B De5/ /15 NOrF, ,rvauorauw.wror.,w.a auore�uien w.N.vvn.0 .wnwue mw.evm.a.u.a.n,m �.era euwncaonuoam.,mieeeuee,u.,,o.u,an.n.ara. w.er w,m..�e.urx w.c.mw ._.. ��uroenw.uu onememiedexran L w Rxs,rn aoFe�. ;�mTm're�mrmJc� '111111111�'111111111�' vT "111111111�'111111111�' . . . . .7. �� "111111111'111111111� b C'PBfdl CdNIB.L HAIL ERGH EHM CLM p j tlmA4! 'r'j:•.. Mrhl-eti y�a•.�nyy NN-4� p •,1'• eeeDffaJ �. PANiRTMIID ROOMMdBTER BATH ^4 w- '�'� rym ra M ii m.y•v.� AREA pq xD_"'-"-" n ' 1 i i , i i �ro _ —en+a.wrxe»..eG� ewwwn»•voe nx DIM rRune� neae�c f �W,a1Mb»'.rocsL edamea 6 ,3; ndamlxt '^•••.• b • DINM. NTRT .ARd• OF7A 8 - GRFAT ROOMRJBFDROOM DFTAR.8 SCAU_ GAM REVISIO DRdwN BT p,6GE 0608-7000 0 JB ✓e Des/ ns NOTE, • •w+ eF 4ePN4u P4PFJt w:•°�",.i0 M y ID nr0000 EIE4RlNO v��iFa+w� eEDaovn n t� D®fd �Foa°M'Y ' VENTED ORS EDd! �MM Fcw.wM1•W•••oG � ® !'4LVr.6VRFR NiFF� b!P• Ot!F/.L14 �� � 0 uv lOFAi S y�� �� �ffi H-Z-� Nn eEorM.oN ns FREIID a m (�ARd• M.B DROON DETARB ^1T tl��y� � Y+WWPY Hr •� �� 6� RL.QAPBO4RD80N LL ttYE%OR EDOLL • F� ��� � U • NPLYD000lNE4NIX0 _ hem Fm RPN e,n 028V@lGIE!lrARIER 4G. DMMD Sean KQLtlEe Hea F�•�N QI' L04RNi PORdJm �I vn�eDeb11 LL. eueE4tER Imre'4Ncaoa earo - •s'oc. mowe•w•E••°a Fawr ••+. ea+e.w+•w R•en n QRIMSACITGIIEN DETAILS QAM REWSION rl2RAWH BY PAGE -UTL-ER, "ll ADDRESS .-I.i 06-09-7000 . s •✓B Des/ ns oe tlQ� FOReaou.K4�•m .wFe.n•ramea.uwoe:eroeRv. nee.na•+F+e.Fv. .t as .nena.uu.• ••* rr O •ummm.,. r FOOTING•DETAIL b'[ONORETE ULAL� e •w oc _____________ ___ ________44 'b jai~ b e _ _ ____________________ __ _ _eJ. ca J J .o-m.,•n.w•.•.a� - -- Ir rib - -- rr - -- ra• 1 5 b *<• Y � ' -- EAE131QQ e a b r.• ray � r•• - -- -"' 1 '• ----------------------- -- ------------- 1 f e I 47-4 _________________ 1b IT_8 3 eovex17, .-I I•Icl \EQIINDATIONPIAN FIRST BOOR FRdMMC•PLdN QAIE BEYI9101i DRAUM Br eg(jp @YI DER 0609.1000 • ,lg NOTE. .«.w•m.•uc<u•.o•aa.cm,.omwr�..era+..•v.�w•eu .o.uo•mwm..uc.0•.a co.rn.s u..cm.,au .van•�nc�uu ma�n..wuw•.•a {... r 1 TOWN,OF BARNSTABLE BUILDING PERMIT.APPLICATION lor— Map 4j2oZ Parcel Permit# 5 s d Health Division >3z Wig' Date Issued � fo��Conservation Division � �_ - . Fee 00 Tax Collector !o`�07hY SEPTIC SYSTEM MIDST BE Treasurer + - -` INSTALLED IN COMPLIANCE Planning Dept. �' WITH TITLE 5 nn7�� IRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWR OIl'LATIONS Historic-OKH Preservation/Hyannis Project Street Address Village fi4 iazj j-4)4 1 _W' f.. �i Owner i e ktA U Address �2 /� .�/(:S r /`S O( • /v/. Telephone Permit Request tz` Square feet: 1st floor: existing proposed �Jo D 2nd floor: existing proposed /6-0-0 Total new 3 LY Q D Valuation �d 11!�—TAD D Zoning District r _Flood Plain Groundwater Overlay Construction Type r0_ �1t� Lot Size t7 Grandfatliered: Cl Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure a 6L. Historic House: Cl Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: g Full ❑Crawl ❑Walkout (Other /Dn r t j',i,l 1J a /k a/i t Basement Finished Area(sq.ft.) —g 03a.e Basement Unfinished Area(sq.ft) 1 2/n Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: l4 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes �31 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ONo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Inew size 2�tShed:❑existing 0 new size UX Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use - Proposed Use BUILDER INFORMATION Name �,� .f �. ,/a r Telephone Number Address C( PS S G� License# C,s0,;"/r,1,5 IA )a r P ham M 4 / .5 3,F Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /Iy1.S b d u rw D S-f-PA br- r SIGNATURE DATE 12 l L, I 60 FOR OFFICIAL USE ONLY 4 PERMIT NO. DATE ISSUED MAP/PARCEL Na.' - ADDRESS, �' VILLAGE OWNER �> DATE OF INSPECTION FOUNDATION G, s ' FRAME CtJ t INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH= 'ter FINAL GAS: ROUGH FINAL FINAL BUILDING Y c DATE CLOSED OUT ASSOCIATION PLAN NO. `' ESTIMA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) square feet X$96/sq. foot= (average construction) aZ square feet X$57/sq. foot= l Ul GARAGE (UNFINISHED) ` ' square feet-X;$25/sq. foot= l '7 5� D-0 PORCH square feet X$20/sq. foot= W 0 U 0 . DECK square feet X$15/sq. foot= / �� D D U OTHER S U U square feet X$?`/sq. foot= ! U U U Total Estimated Project'Value w� s N The Commonwealth of Massachusetts Department of Industrial Accidents office o1laYesaffs9oos 600 Washington Street - Boston,Mass. 02111 Workers' Com ensation Insurance davit name location A cc e S rn— city F W o" ha {fin M/4 0 2 '3 1f phone# (o k) ❑ I am a homeowner performing all work myself. r I am a sole proprietor and have no one world,ng in I capacity VIESSAW 1 rovidin workers' compensation for my employees working on this job.:: lam an amp P $ .......................:::::::::..:::.::.:::::::::. :.:::::::::::.::::::.:.:::...::::::.:::::::::::::::::.::::::.....:.:::::::::::::.;:.;:.;;;:.;;:.:; �� sn i� IDD Y > < ? >'lid -, f ..::.:.:..............:::..................... ':. > " ' ' 441 tv�ci t<<> > <» X.�ICC / I am a sole proprietor general contractor, r homeowner(circle one)and have hired the contractors listed below who have workers' compensation olices: win P the folio g .........mP /� ;Jii:J::::::::niiiii;?v::::v:::::::;4'i•i}i:•::....� �...:::.:.:iY v�'Ji:::.:::•:.ii:ti•>ii?iY.;::.:v.::.::.�:•�'.i}.?�:::•:.:::.::.;•::i:iii'w::v::.}X. .....:. W l} COIDD any na ID e Y dies AN .................. ,.::::::.�:::::.,:::::::.....................:::::::,,:..:::......................... ...r.............. .. .....:.:......•::w......•• ..:::.i:;•iY r.. ..... a# J... ... .... pet h { 3 ? ...h........ ............. ...... .. ....... .. ..... .. n. by ::..-:.,9.............. :.........:.. :.:::#•:.'.-.J.:v.:.iri> ?>?'?::F.ti 81..:•.>'..+. a `tits ................ '`h ................................ ......................................................................... ............................................................................................ .......... ::::::.................................................................................................................. <' d. ............. ...::.::.............................................................:. M. :isYii}is,is::%':;•rj'i:•:•:'vii'ii'ii'i rid{i:$;:;±?{:,'v,iv ...3... ..k+ —0/1100/011, Failureto secure coverage as required under Section 25A of MGL 152 can lead to the impositlon of criminal penalties of a 8ne up to SIAM00 and/or a years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Hue of$100.00 a day against me. I understand that aam copy of this statement may be forwarded to the OHlce of Investigations of the DU for coverage vedncatlon. I do hereby certify the pains and enaltie*ofpedury that the information provided above is trru and eorrcd Skpatnre Date Print name 4 Ili r L Phone# d I - lIo L7 oulcid use only do not write in this area to be completed by city or town oifldal parbumt city or town: penQdtNcense# QLic gDBoard ❑Selectmen's OIDce ❑cheekif immediate response is required ❑Health Departmad contact person: phone#; - ❑Other OrAwd 9195 PJtq i Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation.or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work urtik acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and es,address and phone numbers along with a certificate of insurance supp as all affidavits maybe lying company names, submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is ' being requested, not the Department of Industrial you Accidents. Should have any questions regarding the"law"or if you t are required to obtain a workers' compensation policy,please call the Department at the number listed below. q City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the peima/liceose number which will be used as a reference number. The affidavits may be retuiiedfo the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for.you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,.telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of lmlesduadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 MCURAppoaftj Table JSZ,lb(contoured) pi peciptl►e Paek"a for Oaa and Tw04a0r7r Rublautlal Buildings gaud with Faad Fret NAXLMUM NEVIMIIM Wall Float Buammt Slab tieadag/t:oolia8 Am'(7i) U value R vaiae� R vduV &vairns Wall �a� P� ( &vdue� R.vafuar Vol to 6500 Hestfrg Demo DsW Q 12% 0.40 38 13 19 10 6 Normal 1t 129A 032 30 l9 19 10 6 Normal S 12•A 030 3a 13 19 10 6 Its AFEJE T Is% 0.36 38 13 25 WA N/A Normal U Isyi OA6 36 19 19 10 6 Normal V IS'ii Q.44 38 13 25 N/A WA =s ACE W 15% 032 30 19 19 10 6 ISACE X IsY. am 3E 13 2S WA Y WA Normal y 18% 0.42 38 19 23 WA WA Normal z 18% 0.42 38 13 19 to 6 90 AFEM AA 18% 030 30 19 19 t0 6 90 AFI)E 1. ADDRESS OF PROPERTY: q Mars tows l" i // s MA .2.:SQUARE FOOTAGE OF ALL EXTERIOR WALLS: U S f 3. SQUARE FOOTAGE OF ALL GLAZING: 0S� 4. %GLAZING AREA 03 DIVIDED BY#2): w S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5Z.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requitement. For example,3 ft of decorative glass may be excluded from a building design with 300 112 of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression; R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. •Wall R values-represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing,and interior drywall. For example,an R-I9 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must .be included with the.other glazing:- Basement doors must meet. the door U-value requirement described in Note b. f' 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one'piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. >1 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a)Glazing area and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). 41 ,r,.,:p-�'alr. { trypr`+!Q''r1:>S�fy�i!!�"9�`�r'i�'qd�+�,�".���,.sf/�'��,��xtic<ae"W!!V^TnRisa �ti.lw'v�"►'^'1f`r"�ma'.^"�""C',r.._++.i °F THE n. The Town of Barnstable • anxrrsrnsi.Er . � Department of Health Safety and Environmental Services p�EDMA'�a Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: Map/Parcel: Project Address: 3 U'A"t ST�Q yxP Builder: I H Ic ,ACWV\•Q. •\yy\pY Otis'_ The following items were noted on reviewing: r v t ' Please call 508 862-4038 for re-inspection. Inspected by: . Date: q:building:fonns:review' j • BOARD of BLNLgM r4MjtLATIp118 ' LkWAW CGN9TRUCT101i8UPERVM= ! Rum-CS 0512P . f SOW cylow Q tr.aoc. z�rea - PAID R cu" 28 AACCM RD E VORWAK a%onn i , z z*GRAM pwmlmi11a;q(NfR1i}Tti'!"7.! •.c �iJ `{" t LU wr tw'`.•. ---A _ ?tStl1* n}WAA DEC-07-00 09 : 14 AM P. 01 ACORD T. CERTIFICATE OF LIABILITY INSURANCE I - CATE PRQDVCCA - —� TRI$ CERTIFIC I ISSU t) A A F INf RMAT;O C.T, 1�Oi 1 is Insu:ance Agoncy, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CCRTIFICATE 243 On::cil Ave. P.O. 8UX 1224 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE F5L:1 R. Clark _iNuuRLlin. INSUNER L •• 26 Acces:: COVER,---AGES .�_�_;..._._—,._ . _. ...... ..._ THE POLiCIr•y OF INS,JItA.�IvE LIS-ED dELOW NAVE EEEN iSOVEO TO 1HE INrS;AER ) NAk+.EO AC IVE FOR lrtt PCOCY tEfue_ IIJ W>T_J. h ^.:iTliST yj;NG ANY REOUIRCMBNT. TEI1M OR CONDITION; Or ANY CONII+ACT Or, CiTAEk 7UClJAICNT WITH Ith';PECT TI) WHICII-T,li$ MAY �L !::711Ci1 JR MAY PERTAIN. T)lr, iNSVRANCL WORDED BY VIC FOUCIES btSCRIVC MFREIN IS •suaircT TO ALL 11!r TERMS. LACLUSIONS ANU CON,'nT-ONS C, SUCli POLICICS AGORECAI t_LIMITS SkOWN►iAY I IAvr QrEN REULICEO STY PAID CLAI,t,3 LTR TYPE OF INSURANCE POLICY NUMBER POLCY EFFFCT,yZ—� FOUCYBI(PRAI N TE DAiAIMrJrnYYi OATF•iMAt•:3O,YY) LLwiS cIwm uABILITY SCE 371?5•i 51 '_2/02l00 T12/02/u i �. VUr Il ^, -• ,—�= L'u.:noacuRRFvr:r, s r� X COMMPRCIAL OLNLILAL UAEA.ITY I I I ....�.•••-. . I IHL:;nMA=F IA.q�w:e life) i •_ •.-- CLAIM:'MAUL 1..x,Or.:ilR _.;.. L„_,j I I MLO LAP(M.f I--pip,jpnl A AUV iN:L`kY......-'i ::10 GEYuwLA00HPOATe S 1, 1:(?0,'r:;li1. GE"AOOREGATL LIMIT A P'LIFS PER. MNO �.__•••.•--_. 1...•..i. ; I � .• .UCT6•COMD'A AGO X I POLICY FIR 1 Loc F--.... dEla AUTOML`ORE LABI:ITY NL J• --' I I COME P ,NULL OMIT ANY AWTO I i;ta,•:t1fert" P.IL WO&O AUTO "'--- ' 000ILv IN::lR', i 5ChE0ULCC AJi U3 1 (Pot;,AfiPoq . mREDAUIUd r r--•• ...._. ...._.._._.. UUJ.LY IN:VR1' s _ .NUN OWNS)AUTOS , irr:amlienr• OARACF LIAOWY i •• ___.. _. , I AUTI.;,LY L.A A1:V'3f:T i I ANY AIJTLI I f•-. _._�._.- ._—_.._.._.. .. ?I IAN .:AW0 ONLY EX L55 LABILITY 'BACK -... I lif::'a:R I[ _.I CLA'N%I WUE 1 j ACi:ir::tinlL .__ .•i .-....___..... r-_. i --.-._..... __. _.... DlUUCTIAI P , .i ....-....._. I ..... _..... I itETENT-Ca. i _.._• . LYORKERS COM!'INSA'ION AN0 ' —.- " !/ —T GSZ'RE'G'i�"aTW HMPLOtLRS'WBILRY �To Dc a:iead .a.. 6/ 0 112/E•/C't xT.. _ I . I 'LL.t�:HAcc�rr•.T 's 1Gt:, �'QO EL.DIECAUL I&AEMPiC7rEE 1566, 6150 _ OTe,L I{�....' I L.L.WSLASF.r,;u;:v L;M;i $ 0�'I UQ V ._ ! I 6CROTW101'OPERATIOinLt?CA;IONSNffHlCLFS,t<CLUSIONSAOOLDS�I`NVONSEMEhT'SPB^AI Vk(',n V76 '�� "- -64 3S. IX• pp 00. N/F 23.00 , 0"E LEON & BESSIE BRILL o W�220 0 LOT 18 1 ASSESSORS MAP 62 . � ' ,r, PARCEL 13 CO - 0 49,759 f S.F. o F -o 0 0 0 32.0' 22.0' , o�• ACCESS & Moo M 0 31.2 `& UTILITY hh ho z - o .o, o obi EASEMENT = of 14.O P 12.0 M F •4.0 19.0' 1 j " 63.7' N/F LOIS HIRSHBERG 6, ��• .'h ASSESSORS MAP 62 PARCEL 12 All �j N63'00'00"W 0 s 50.00' s�ti CH �o� °o$ c CRANBERRY BOG DITCH F o 200' RIVERFRONT o�y BUFFER. , �o 00 THE STRUCTURE IS LOCATED IN ZONE "B" N/F AS SHOWN ON FIRM COMMUNITY PANEL HOLLY HOBART & KENNETH CREIGHTON 250001 0015 C EFFECTIVE DATE: 8/19/85 ASSESSORS MAP 62 PARCEL 15 PREPARED FOR: � �� Q� 61I16 JEFFREY CLARKE. I I HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, 657 MAIN STREET WEST YARMOUTH MA. INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND CRAqA6 CERTIFIED SCALE: 1"=60' SETBACKS TO THE STRUCTURE AS LLD DETERMINED BY INSTRUMENT SURVEY No.98= PLOT PLAN AND AS SHOJI ON THIS PLAN ARE DATE: 4/9/01 CORRECT. 4i us #2 5 3 `A°D WHISTLEBERRY DR. BSC# 48221.00 Q -y/9/o/ BARNSTABLE CRAEL.D, PLS DATE FOR THE BSC GROUP, INC. MASSACHUSETTS SHEET 1 OF 1 -f _f � �,' � _� i� ��k...Y�Tyh. `�rf,' .� t,•/ -a fi ' ' , R,T1 r•fi>��1'r l�,. ti �• a9S ® •� S MAC 1311111 IC O.C. , spacing ; ;# fib, ti' t r ***THREE STAR*** 12" 16-8" 19'-10" 22'-7" 17'-4" 20'-8" 23'-6" 26'-1" 22'-5' 25'-5" 28'-2" 25-9" 29%2 32'4" 364" 38'4" 16" 15'-2" 18'-1" 20'-7" 15'-10" 18'-10" 21'-5" 23'-10" 20'-5" 23'2" 25'8" 23'4" 26'6" 29'4" 32'1" 34'9" 19.2" 14'-4" 17'-1" 19'-5" 14'-11" 17'-10" 20'4- 22'-5" 19'4" 21'-10' 24'-2" 22'-0" 24'-11" 27%7" 30'-2" 32'-8" 24" 13'-4" 16-11" 18'-1" 13'-11" 16'-7" 18'-10" 19'-10" 17'-10" 19'-7" 19'-10" 20'-5" 23'2" 25'8" 28'0" 30'4" 32" 12'-2" 14'4" 14'-8" 12'-8" 14'-8" 14'-8" 14'-10" 14'-8" 14'4" 14'-10" 18%4" 20'-2" 20'-3" 24'-8" 25'-6" ****FOUR STAR**** 12" 1V-6" 15'-6" 17'-8" 1V-6" 16-2" 18'-5" 20'-5" 17'-6" . 19'-11' 22'-1" 20%1" 22'-10" 25'-3" 27'-7" 29'-11" 16" 11'6" 14' 1" i6' 1" 11 6" 14'8" 16'9" 18'7" 15' 10" 18' 1" 20'-0" 18'-2" 20'-8" 22'-10" 25'-0" 27'-1" 19.2" 10'-0" 13'-3" 15'-1" 10'-0" 13'-10" 15'-9" 17'-6" 14'-11" 1T-0" 18'-10" 17'-0" 19'-4" 21'-5" 23'-5" 25-5" 24" 10'-0" 12%4" 14'4" 10'-0" 12'-10" 14'-7" 16-2" 13'-10" 15'-9" 17'-5' 15'9" 17' 11" 19' 10" 21'8" 23'6" 32" 9'4" 1V-1" 12'-9" 9'-9" 1V-6" 13'-3" 14'-8" 1 12'4" 14'-3" 14'-10" 14'-1" 16-2" 17'-11" 19'-7" 21'-2" *CODE APPROVED* 12" 18'-5" 2V-11" 24'-11" 19'-2" 22'-11" 26-0" 28'-10" 24'-9" 28'-1' 31'-2" 28'-6" 32'-4" 35-9" 39'-l" 42'4" 16" 16-10" 20'-0" 227-9" 17'-6" 20'-11" 23'-9" 26'-4" 22'-7" 25-8' 28'-5" 25'-11" 29'4" 32'6" 35'6" 38'S" 19.2" 16-11" 18'-11" 21'-2" 16-7" 19'-9" 22'-5" 24'-10" 21'-3" 24'-2" 24'-10" 24'-4" 27'-8" 30'-7" 33'-5" 36-2" " 15'5" 18'-4" 19'-7" 19'-10" 19'-7" 19'-7" 19'-10" 22'-8" 25'-8" 27'-2" 31'-1" 33'-7" 24" 14'9" 17'0" 18' 11 32" 12'-5" 14'-5" 14'-8" 13'-6" 14'-8" 14'-8" 14'-10" 14'-8" 14'8" 14' 10" 20'0" 20'2" 20'3" 24'8" 25'6" RESIDENTIAL FLOOR SPAN TABLE - Table values are the maximum allowable *** Live Load deflection limited to L1130. NOTES clear distance between supports. **** Live Load deflection limited to L1960 to • Table values assume minimum bearing provide a floor that is much stifferfor • Table values assume that sheathing is glued lengths without web stiffeners for joist depths the more discriminating purchaser. and nailed to the joists. of 16 inches and less. * Live Load deflection limited to L1360 • Table values represent the most restrictive of 18 and 20 inch joists require web stiffeners. as allowed by the building code. simple or multiple span applications. • This table was designed to apply a broad range of applications. It may be possible to • Table values are based on residential floor exceed the limitations of this table by loads of 40 PSF live load and 10 PSF dead analyzing a specific application with the BC load. 'Calc software. A 0 0 The performance of a floor is a matter of opinion, the To improve the performance of a floor "feel" that might be acceptable to one person may not be system, a designer will frequently change acceptable to another. Many factors affect the perceived the deflection criteria from L/360 to L/480 performance of a floor system,some of them are: or higher. One way to accomplish this is by reducing the on-center spacing of the joist. • The depth of the joist The load capacity of the joist system will be • Continuous or simple spans increased but the "feel' of the floor system • Decking and flooring material will not be significantly changed.The • Gluing and nailing the decking stiffness of a floor system is significantly • On-center spacing of the joist system increased and the vibration is reduced by • Sheet rock attached to underside of joist increasing the joist depth.To illustrate this, • Level bearings see the BCI span table above. • Location of walls and furniture �',•="e/K'�M•,•f�-�i.-'T '-.,w. ri��,.re+',.......�-�;r-.csq,crr.rRrwo.r;aea.'3-,.;.w-,• — �-.-. r—-._<.r .� .. .—r�..rars,�:..,Aat�++l,,. A�.-�r„��'4.Nn�.�+,, `of,He►,h� The Town of Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services MASS.39 g 0 . �0 prEo �1, Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-79046230 Building Commissioner Inspection Correction Notice Type of Inspection TlTYV f e Location � Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: ' AV, CjYe r nP J 1,p �� Y1 f �Z hP��i e► �-'AI'l Yoe, m n4b fed , i 1 �-Ae ol`n� s d-rd !eXpatt:(41 t P Please call: .508-862-4038 for re=inspection. Inspected by / Date ION 11916/ 1 i Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 10/30/01 PROJECT INFORMATION: 253 WHISTLEBERRY COMPLIANCE: Passes Maximum UA=687 Your Home=664 3.3%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2581 30.0 0.0 90 Ceiling 5: Cathedral Ceiling(no attic) 592 30.0 0.0 20 Wall 1:Wood Frame, 16" o.c. 2680 13.0 0.0 181 Window 1: Vinyl Frame,Double Pane with Low-E 229 0.380 87 Door 1: Glass 238 0.380 90 Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/7.0'insul 1833 10.0 0.0 136 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1833 30.0 0.0 60 Boiler L , 87 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and 14.4: Builder/Designer Date i MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 10/30/01 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 5: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/7.0'insul, R-10.0 cavity insulation Comments: Windows: i [ ] 1. Window 1: Vinyl Frame,Double Pane with Low-E,U-factor: 0.380 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.380 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: , 87 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. i Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. i i Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) °FtME rl The Town of Barnstable 'OIFDMp�� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen r Fax: 508-790-6230 Building Commissioner November 17, 1999 TO WHOM IT MAY CONCERN: After reviewing submitted documentation regarding 253 Whistleberry Drive(Lot 18),Marston Mills I have determined that the lot is buildable from a zoning standpoint. Sincerely, Ralph M. Crossen Building Commissioner RMC/km Crossen Ralph From: Etsten Jackie To: Crossen Ralph Cc: Schernig Bob Subject: RE: map/parcel 062/014 (Whistleberry) Date: Tuesday, November 16, 1999 4:35PM The Planning Board decision in 1980 does not make any statement except to approve the subdivision plan, which was the usual form at that time. However,the minutes indicate discussion of panhandle lots in the subdivision and so it appears that the Board knowledgeably approved the subdivision plan with panhandle lots. From: Crossen Ralph To: Etsten Jackie Cc: Maloney Kathy Subject: map/parcel 062/014 (Whisgleberry) Date: Tuesday, November 16, 1999 3:03PM Priority: High The 1980 Ordinance allowed the Planning Board to vary the frontage on a particular lot below the frontage required at the time in the case where it was "in the public interest and not inconsistent with the purpose of the subdivision control law". Please provide us with an a-mail or letter certifying that this particular lot was found to meet these requirements. Page 1 u (sos)— a- v 90 k,i i IA + � <- t 1 M1 t 4 ^ 4 4 �' • • R i Maloney Kathy From: Crossen Ralph To: Etsten Jackie Cc: Maloney Kathy Subject: map/parcel 062/014 (Whisgleberry) Date: Tuesday, November 16, 1999 3:03PM Priority: High The 1980 Ordinance allowed the Planning Board to vary the frontage on a particular lot below the frontage required at the time in the case where it was"in the public interest and not inconsistent with the purpose of the subdivision control law". Please provide us with an e-mail or letter certifying that this particular lot was found to meet these requirements. � I Page 1 08/13/1998 15: 53 508-398-4543 MAXIMUM MANAGEMENT b�e 5©8+420+3469 p.na. 04 l4 0 /6 o r v> �LJ1Q S./ O 1.0/9 AC. � a �y �1` -d• '• 1,L9 '0 �F p 0 b Oe A:re.ea /T T :oa TO Z06��00 'M �✓ 4r.I9/ S.l. I. �� OO ! /.090 AC. � U 0' O 4� s s -2- 00 / � y�:., /9 5?.0a .s.wo S F 22` ` CJa AC CO Q.\.pO obi _ - 1 0�.�� 0I B f f �� 00 J®.912 S.f. `" b � O z' NSF S 72.•20100'E 23.00 0 -� N 33.07b0'E -- .. . -41 40.00 f EDGE00, �� // �• i OC� z �s FORM G CERTIFICATE OF PERFORMANCE Plan Board #45. (Covenant Approval Release) Barnstable, Massachusetts, ..0 taber..21.... 19..81. The undersigned, being a majority of the Planning Board of Barnstable, Massachusetts, hereby certify that the requirements for work on the ground coiled for by the Covenant dated ftbruauy...3...... , 19...81. , and recorded in .......Barnstable............... District Deeds, Book ................, Page ...3239 —'300 (or registered on Certificate of Title No. ..................: in Registration Book ................, Page ....................). have been completed to the satisfaction of the Planning Board as to the following enumerated lots shown on Plan entitled '�Whistleberry" Plan of Land r1P6 s19Rssc*l"c6orPlan Book an3'el 1lostetter, owner Plan ................ . (or registered in said Land Registry District, Plan Book ...................., Plan ..................) and said lots are hereby released from the restrictions as to sale and building specified thereon. Lots designated on said Plan as follows: , .........................18�.. � 66........:........................................ ......................................................................................._....................................................................................... Au rizec gent Otgc o t e l.11rOtr, ........ . ..... Planning Board of the Town of ....................................................................................... Barnstable. ...................................................................................... .............................. COMMONWEALTH OF MASSACHUSETTS Barnstable October 21, ........... ............................... 'N&y Anne Grafton—Rodgers .................................................... 198.1....... Then personally appeared .......................................... one of the above named members of the Planning Board of the Town of Barnstable, Massachusetts and ockn wledged the foregoing instrument to be the free act and deed of said Planning Board, before me. a re., ........... Notary Public My commission expires: December. 31.1..19 ........... After recording return to: Town of Barnstable Planning Board Town Office Main St. Hyannis, Mass. 02601 �.. r� _ � _ � _/�� �-� �o%� ,�� p� �-� 1./� 1 -�� �/ . � , „� � . f. 'y. ' .. '. � .. C. .�' i � . . .. � « ��. L ZONING BY-LAWS 26 FEBRUARY 1980 TOWN OF BARNSTABLE MASSACHUSETTS PRINTED ON CAPE COD AT THE PATRIOT PRESS HYANNIS,MASS, d other than in a re- with the standards set forth in Section T and subject to the granting of a Special Permit by the,Board of Appeals. ,e granting of a Special Per- I P—vvb added by 1974,Jab 30 Sp.14,appnwd.by the My.Go&SWeamber S,1974. a. Such use may also be permitted in Precinct 6,Marston Mils v IM An 3k appeared by AV-C— ! and Precinct 7, Cotuit in that area bounded, on the West by Santuit- Newtown Road;on the north and east by River Road and on the South districts shall be permitted by Route 28 in accordance with the standards set forth in Section T and as a permitted accessory subject to the granting of a Special Permit by the Board of Appeals. rovided the following condi- sub-Pwpapb a.added by 1975,Apse 2,sp.7,appswred by the My.Gea r b A 1975. L INTENSITY REGULATIONS—RESIDENCE DLSTRICTS all be the minimum lot size i A. In any residence district all buildings, except one (1) story additional one quarter(t/4) i buildings of accessory use, hereafter erected,altered or enlarged, shall apt as authorized by special be located on a lot having not less than the minimum requirements for size and width of lot, and all buildings shall comply with the re- shall conform to all regula- quirements for set back, side and rear yard, all as set forth in the ! following table. t be installed and maintain- B. In any Residence District a one (1) family dwelling and its.ac- a the property. The use of cessory buildings may be erected on any lot which complies with the ap- plicable provision of Chapter 40A of the General Laws. ling riding rings,and fences Paeapapb B--&d by 1971 Awp■t 31,SF 22,awed by the Any.Gee.Mush 2,irm f the set-back requirements + C. In order to comply with the minimum square foot requirement, a lot must be a closed plot of land having a definite area and perimeter if teinporary buildings(i.e.)• and having a shape number not exceeding the numerical value of 22, 1. except that a lot may have a shape number larger than 22 provided that be landscaped so as to bar- the site intended for building is contained within a portion of said lot, hood. The land shall be so I which said portion meets the zoning requirements of the area in which .ce. it is located and has a shape number not exceeding 22. The shape artificial lighting in connec- ( number shall be the number resulting from the division of the square of normally used in residential the perimeter by the area of the lot or said portion thereof.Seventy(70) Percent of the required zoning area of such lot shall be contiguous Jab 16,1974. ; upland. Lots with less than 50 feet frontage, in a width district,which �.district,on a corner lot,no comply with the preceding requirements, shall not be created from the e more than 3 feet in height principal way to a depth greater than two(2) lots. f the streets shall be allowed Pargespb C added by 1971 A.132, 11 the Aty.Gee.Jar 22,1971. established, that is included Paragemph c amended by addba"M 1'ad the malot am of such hx dwH be Whoa wenty feet distant from their 1973 An M a pp wred by the Any.Gem.June 15,1973. lid street lines which will 1 PMVIOC aa'r'd°d by�s*a word"cmdgoo s-1974 An 1oo,.pp...eabJ the Aty.Gee.Jab vehicle approaching a street Added a Seedea J.C,bJ 1977 Aa.34, Any.Gea J=L 12,19M"Left wM Iw read... Poster thaw twe(2i)h4.- ..J*16,1974. D. In a residence district all buildings except boathouses (buildings aL Such use may be permit- used solely for the storage of boats and related equipment)shall be set Precinct 2, West Barnstable back a minimum of 50 feet from Mean High Water on any Great Pond. .ace Lane, on the East by i Pwagmpb D.dried 67197a Fog An 13,approved by the Aty.Gee.Feb.6,1979. i !f E. All lots shall have the minimum frontage set forth in Appendix A lorth Prospect Street and except that the Planning Board may in the case of original subdivision dockerr Road,in accordance ` approval where such action is in the public interest and not inconsistent Page 11 i i with the intent and purpose of the Subdivision Control Law waive strict compliance with said frontage to a minimum of twenty(20)feet. carp( ftzpaph E added 1979 A■1,Mweved by tV Any.Gen.Feb.26,ISM —`"�. APPENDIX A • hand Feaot Yard side Bear pain' rooft (+ Ana r Fm t v Wiab Setbeeb Yard Yard SgYL in het is Am he feet Is het Is he telep RESIDENCE B 10,000 100 20 10 10 whee RESIDENCE B-1 10,000 100 20 10 10 RESIDENCE.0 15,000 100, 20 10 10 RESIDENCE C-1 15,000 125 30 15 15 RESIDENCE C-2 15,000 100 20 10 10 RESIDENCE D 20,000 125 30 15 15 ; all it RESIDENCE D-1 20,000 125 30 10 10 may RESIDENCE F 43,560 150 30 15 15 2. ! RESIDENCE F-1 43,560 125 30 15* 15 RESIDENCE F-2 43,560 150 30 15 15 that I i RESIDENCE G 65,000 200 30 15 15 Mar r Reddens&I ass added by An.IVMW,fVp' "by d w Ally.Gen Jaa.12,197a. WORM Residence P 2 added by 1977 An 36,apip "by A/y.Gen.Im 12,197a. 3. Rddeas A and Reddens Al ddeed by 1973 An 140,aji; I by the Any.Gen.Jae 15.19 M Appian*A smeaded by adding the no "Fkat Ymd"and bo dddbK bas dwa en"50 130)". amid Yeety theeeln ties was"30"1974 An I45,append by ties Aty.Gas.Jab-16,1974. Reddens 62 added by 1974,Jab 30,Sp.12,append by ties Atty.Gen.Sephmber 5,1974. Rddeaoe G added by 1979 Am 7,appesd by ties Aty.Gan Jae 20,1979: Rmidrmrmi D-2,Reddens D•3,Residence E.Residence B-1 ddeled 1979 An 9;•.ap by Aty. Gen.Feb.26,1980. -Front yard setback distances shown above mean from sideline:of B the street. Where a lot abuts on one or.more than one street;-front yard setback shall be applicable from all-streets. Mar pmegrapit dented and new pangrapY invented by 1974 As 146,appeawd by the AftJ•Gen.J ' i 16,1974. - t.: i cursic a H. USE REGULATIONS—NON-RESIDENCE DISTRICTS A. No building shall be erected or altered, and,no building or to Sp: premises shall be used, for any purpose in the following specified 19"dm districts other than provided in this section. The maximum height of ' any building shall be not more than two(2)stories, or thirty(30)'feet 4. from ground level to the plate,whichever is lesser,except that in a Pro- 1� fessional Residential District hospitals are excluded from this height I deft: limitation. I Parapapb A.amended by 1974 As 10a,appeerad by dies Aty.Gen.Jab 16.1974 by addb=,"Tie ' marienm hd&%t:.ham diet bd&dhdhtlaa.^ S061 pen' 1. Business District. 5. a. Wholesale or retail stores or salesrooms. b. Retail trade service or shop. c. Offices and banks. 6. d. Restaurants and other food establishments. i hPage 12 ' �I /YLUdje j I TOWN OF BARNSTABLE PLANNING BOARD �Y January 6, 1981 Mr. Francis A: Lahteine Town Clerk Town of Barnstable' Town Hall Hyannis, Mass. 02601 Re: Subdivision #454 Whistleberry Marstons Mills Dear Mr. Lahteine: At a regular meeting of the Barnstable Planning Board held on Monday, January 5, 1981, it was voted unanimously to approve the above subdivision plan subject to Subdivision Rules and Regulations. Plan is entitled "Whistleberry" Subdivision Plan of Land in' Marstons Mills, Barnstable, Massachusetts. Drawn by: Bohannon Land Survey Co. , 99 Pleasant Street, West Bridgewater, Mass. Dated: No- vember 1980. Yours very truly Mary Ann B Strayer, C airman Barnstable Planning Board MABS:1 cc: Bohannon Hostetter I i AERK 8ARNSTABLE. MASS. 191 JAN -6 AM10 53 ! i Act_ Q 0'4 ;� ", i'• ' r. �oenrloN_�In� CIOR Rf.013i_Rt USI.•ONLI 9 rf 01 /0 r ` ' .14 8 15 f I i ft' 23. 22' A/YSrIc :: a cnKc 's: o $ �'- ---- 26 25 20 2735 IE It XA 32. 33 34 ` r .37 38 39 447 59 _ f. .48 49 pow) 78 57 •�.1 .1 51 j _ y •.: 74 62 67 Ault.Ol.MAP 'u R�RIt� , r as i'' t '1--•------ '1' I', ..t�— •7 7 69 Q MlItNT DONIM/I I1t C'(1M�) 1 r 6 f - ,•.:.'' ��— 'lam 'j .1 (. '" GROSS AREA IIOA •j' •I• •'j ; •,•...�..«./.•.. t� .. TV. MLTlAN0 1l00l1.: '�C�L" '�I gy \a!•,i� I `\\` `w` '•\ ,'CLRTfIT THAT TM�.M.An b0�i1011�vv t ' . MtticentowI "tl►THt';�i�t 'S'Si +' 3rr4 " S , , �j,., t:. J.�,cr�•p}� i �Y; :i «I': i��1 i��" y ^?r .K'��fYs��: 0 TC: 1l,4Y�`• ,.' —.:. i «° + '�-o�^�„fY � �� �+`f'+'•1 �. 'iAs �� fat [c: .y } t. at �y��,�� 'r . �ARIVS1'A6 Pl.dll�ll�11Gd ; ' ' :r t rs'X-v��i 1�{,,,r > t x h 1 X : � t r a �. K` d}a P utr`y a t r• o 1.t i i� 5 1�1! r Shti pPi qa , 41'1 1• r..+s,9 : y L fAttT' .y�r•N A - + I •'_ = a.r•R 1iA � T>ft:r rN' ,t }1 'YMf`4.r Ey �s -F ' s P�kN,yfir t' ,' �, f.T•{ Sy." d art' t' t «S�f is. d.w •j� �_ A+� 0 ,v"ih 11 #' '.�i:r 3 -t. ��w-_ � 'i[M11[��AEII6p .sl.Yw,TIC6:0';,tr,i 1 S if ' •(r� '/llll� �Y'y 4 4 "' A►►ii �wP iN. TtiANIlM►t?1 4it��lDailfiYt)��,a iYritlmmnr e k r i t I;u N4 .',n a S 00 + TI!! �;..; r rr � Y Y t MWfODMArAtT� [T i4AIN(C 1� t F WIIC[�.Allb';Ii , / e T!T mamr, M IlT �tR•'( Ht•"II[t►Wh' f E011t� Xi c t �V gp tt RLOlADOq •,>fAq;;�faL � 4 ? OCA I e Rild•iy 3 r{�j,.L'ta��,t#Sr 1VY:Y� T" S'*i ,� «' � 1 •� , s�t t � iW , iv 1 ✓Y(t'�.�.+++..►.iil-yV r \.i��;•��7. -�1�. \',r:fv' 7I/.t{tRli .7.r, 'I � '�,,, - u14�/w'�w.•. ... � �}r�i d� a .' .�,:. � a,s r •1, lMEE1 011E OT'ECLV[y 7 �shr v � • '. y � :a t�a i4�fl�.� r K�...3'.. r Alutr 5r t r p ,• f '+' L',,r�ah.. uJ 4ry. :q vM, a��.' , � '+t. .f e'�+�H�£ •9• � t 4' . - i. _.. ,•_;S'..:.;�V.::.v.. .Yo Avu�il Ckdis.i� y U1111. ___i AwK U ( AlL. 1 ,500 GALLON DISTRIBUTION BOAC DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : 5 42 Or -' TEST PIT #1 B- TEST PIT - 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE ° °on O °o o°° °o°o °°0 0°00°00°0 0° °0°0 0°0 0°0 0 °0 °00°0° NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. °o o T GRD. EL. 84•1+ GRD. EL. 85•0' REINFORCED CONCRETE. TEES. TO BE CENTERED UNDER MANHOLE COVER.. 2" WALLS a ° I�tONE NONE 2. SEPTIC TANK TO WITHSTAND H-10 LOADING REMOVABLE NOTES: 0 0 0, GW. EL 0, GW. EL. COVER � 4° �2" 12' UNLESS UNDER PAVEMENT, DRIVES OR I TRAVELED WAYS, WHEREIN H-20 LOADING . . ., ,. 1. DIST. BOX TO WITHSTAND H-10 LOADING 6 1+ SHALL APPLY. q'"'" '�' �" 'v'"�""'' �" '� 2T PVC BARRIER UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC o0 0 1t 3. ALL PIPE CONNECTIONS AND CONCRETE IT TRAVELED WAYS WHEREIN H-20 LOADING PEE o°00 0 0 0 0000000000000 0 0 0 0 0 0 0 0 0 °° 2' SUBSOILx 2' CONSTRUCTION SHALL BE WATERTIGHT. o 0 000000000000000000 0 0 o b o 0 0 0 0 0 W 4. FILL ALL UNUSED KNOCKOUTS WITH " . 15" SHALL APPLY. 46, _ GENERAL NOTES: „ 2-24 DIA C.I. (60# MIN.) MANHOLE COVERS " 2. PROVIDE INLET TEE OR BAFFLE WHERE 3' + 36 3 MORTAR. BROUGHT TO FINISH GRADE 6" 5,5" OUTLETS 8 EL = 81.1 TEE TO M.H. OPEN NG R SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND 4 C 4 UNDECOVER. IN PUMPED SYSTEM. AN VIEW - LEACHING CHAMBERS CONSTRUCTION OF THE SEWAGE „ e+ oe o oe� o 00 0 00"k ooa DISPOSAL FACILITY ONLY. /1( .: E �/ 3 �'�` ' '` � �' ' ' 1--- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST: LOAM & 'SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AND 50 rj' RAISE M.H W�L► 4" BOTTOM ON LEVEL �/ " BOX TO BE LAID LEVEL. MATERIALS SHALL CONFORM TO MASS. ' 10,-6„ SEWER BRICK :: _ -� _ _ STABLE BASE. 6" MIN. 3/4 TO - D.E.P TITLE 5 AND LOCAL BOARD $6 - :� - 1 1/2 CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36" MAXIMUM 12"MINIMUM OF HEALTH REGULATIONS. 6 MEDIUM 6 1d-0 & MORTAR " _� CROSS-SECTION STONE BASE NORMAL WATER LEVEL 12 CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0 0 o b °ao 0 ,0 b o / 3" LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT ° 0 0 o O0o 0 o 0 00 0 o OR TRAVELED WAY SHALL BE SCHEDULE 7' SAND & 7' =� 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PEASTONE PRECAST SEPTIC TANK l- 1 d" 14" " 7 DENSITHIGH O OCR O REMOVE 40 OR EQUAL. 8' GRAVEL 8' INLET TEE = 4'-9" 30 1/2" O O O �j 30 24 O " O DEN 1POLYETH ENE 00 O O UNSUITABLE 4. THERE ARE NO KNOWN PRIVATE WELLS - - _ SEC. � O INFILTRATOR 3050 0 O O MATERIAL FOR LOCATED WITHIN 150 FT. Of THE 9' MIX 9' 5'-2" 4'-6" " 5'-4" DEPTH O LEACHING O O O 5 ALL AROUND PROPOSED LEACHING FACILITY NOR ITY _ 4-0 MIN. W BEND ON 15 1 2 � 0 IF APPLICABLE ANY KNOWN WELLS PROPOSED WITHIN - - =;` LIQUID DEPTH �m.0 TEE 15 / Q CHAMBER O 150' OF ANY KNOWN LEACHING FACILITY. 10 1O INDICATES 5'-8" PRECAST DIST. \ 3/4" - 1 1/2" 5. WITHIN LIMIT OF EXCAVATION REMOVE OBSERVED N BQX GROUND WATER _ __ _ 47" 50" 47" -+-- WASHED STONE ALL TOPSOIL, SUBSOIL AND OTHER _ 12, IMPERVIOUS MATERIAL. s �, r <� �4. r • �, _ 6. REPLACE WITH CLEAN WASHED SAND 12 °�od°c BOTTOM ON LEVEL STABLE BASE V 3" 22+ OR OTHER GLEAN GRANULAR SOILS 12' EL = 71.5' 150" PLAN VIEW 7 1/2 DATE: DATE; INDICATES 6" MIN. 3/4" TO ///J//� '� � CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWING 3/28/85 3/28/85 y ESTIMATED 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW SIEVE ANALYSIS: SEASONAL HIGH TEST BY. TEST BY. GROUND WATER 10% (MAX) BY WT. SHALL ARROW ENGINEERING ARROW ENGINEERING PASS N°. 'S0 SIEVE TOWN OF BARNSTABLE WITNESSED BY: J p <10 % OF No. 4 SIEVE SHALL X TOWN OF BARNSTABLE INDICATES DESIGN CRITERIA: PASS No. 1Od PERC. <f'SS Nod SIEVE SHALL PERC. RATE: PERC. RATE: TEST DESIGN FLOW: UNIFORMITY COEFFICIENT 0 No. 4 2-MIN./INCH 2 MIN./INCH 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. .SIEVE C/=6.0 SOIL EVALUATOR SOIL EVALUATOR N/A N/A 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. INDICATES THE CONTRACTOR SHALL BE RESPON- SOIL -CLASS. SOIL CLASS: UNSUITABLE SIBLE 1 1 MATERIAL REQUIRED SEPTIC TANK:. COOK FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- L.T.A.R. 33O X 200% = STRUCTION ACTIVITY WITH DIG-SAFE 660 GAL. AND THE APPLICABLE UTILITY L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 1500 GAL. COMPANY AND MAINTAINING THE SEPTIC TANK PROVIDED: - EXISTING UTILITY SYSTEM IN SERVICE. DIG-SAFE D PER T E STATE OFLM SSACHUSETTTS STATUTE CHAPTER 82, SECTION 409 DATUM. =6435, GCRa�C' � SIZE OF LEACHING FACILITY REQUIRED: AT TEL. 1-888-344-7233. THE VERTICAL DATUM: ASSUMED R=50.00' \�.�\� BOG \� ENGINEER DOES NOT GUARANTEE 0 N DESIGN PERC. RATE: �2 MIN./ INCH THEIR ACCURACY OR THAT ALL BENCH MARK SET: NAIL SET IN BITUMINUOUS CONCRETE. ELEV 91 .29' 200' RIVERFRONT �� p�� R LESS & BESSIE BRILL BUFFER AND LIMIT /�\ �� ��c.�\' �v� � ASSESSORS MAP 62 LONG TERM APPL. RATE 0,74 / UTILITIES AND SUBSURFACE STRUCTURES OF CLEARING AND \�� PARCEL 13 ELEVAG.P.D S.F. ARE SHOWN. LOCATIONS AND LAWN "�� p /' LOT 18\ �' ///i ,�,R TAKEN�FFRRI M RECORD PLANS. THE . �o IFY SIZE, p• / � /// / `�. GJ© LOCATIONCON AND�INVER SALL R OF UTILITIES PROFILE. NOT TO SCALE v /�/ 49,759± S.F. ' �86.3' ////'� , �� AND STRUCTURES AS REQUIRED PRIOR % �� SIZE OF LEACHING FACILITY PROVIDED: TO THE START OF CONSTRUCTION. EL.=A FIRST PIPE LENGTH I ` / 1 f ' / , "� \jFF� T _ TOP FOUNDATION > 1 �i 1 330 GPD 0,74 SF/GPD - 446 S.F. CONCRETE COVERS TO WITHIN TO BE SET LEVEL ( � / � �� � THIS SYSTEM IS NOT L.=84 " FOR MIN. 2' FINISH GRADE \ / - 79.6' / c� I '(\•�� 8 THE USE OF A GARBAGE'GRINDER. fi OF FINISHED GRADE. � PROPOSED ,� � I / / I �F' USE HIGH DENSITY POLYETHYLENE A GARBAGE GRINDER IS NOT DECKS DAVID J. fE 2" MIN. EL.=84.0 \ � '� `' +4" PVC (PERF) tCRISPIK ' RECOMMENDED DUETO RECOGNIZED \ \ `1� CIVIL LEACHING CHAMBERS 12 X2 X5O ADVERSE IMPACTS TO THE LEACHING 'p \ \ No.321124" PVC��� LEACHING CHAMBER H�w ✓ ti . p .` P' \ \ SIDEWALL 2(12'+46') X 2 232FACILITY. cH 40 4 PVC sCH 4Q �.� / �fi � � � BENCHMARK '�"� < 5�22 i .^� \ (DW `�o� \ \ , \ _ PK NAIL BOTTOM = 12' X 46' = 552 I=D / Co :'' � ' \�' SET IN 784 S.F. Co BITUMINUOUS 784 S,F x 0,74 SF/GPD = 580 GPD !I=C ! :''' 0,\ PAVEMENT oISTU eOx I-F 7.5' SEPERATION o , �G PROPOS `>. TPj1A EL 91.29' T❑WN ❑F BARNSTABLE REG, B❑T, AREA 1500 GALLON F ' / B❑TT❑M = 12'+1 X 46'+1 = 611S,F. SEPTIC TANK � S ' BITUMIN S to O �, `• '. NO OBSERVED GROUNDWATER - / D / � 6" STONE BASE 92.9'1 J BOTTOM OF TEST HOLE f �ffRROIOSD �.. �., :�: 1 , The BSC Group, Inc, �/y� `3 BR CJM �WEI_LInIc o \ R M A Tt O N ' :: LOCUS 1 NFO INVERT ELEVATIONS. l - m 1 0o I _ �� - (DW} o rj- I J i / �� - 85 C?� , ! CURRENT OWNER: JEFFREY & SANDRA CLARK 657 ROUTE 28, (UNIT 6) TOP OF FOUNDATION 85.0 A w z � R'' 0.4 I 1 I WEST YARMOUTH, MA 02673 ,> z \� �/ } - ' _ 1 ! . LOTS HIRSHBERG TITLE REFERENCE: 12769, PAGE 210 4 INVERT AT BUILDING 82.1 B Q / � 2 - I » �' "' INVERT AT SEPTIC TANK (IN) 81.75' C fr i // i, / 4 PVC , \� ASSESSORS MAP 62 (508). 778-8919 f PLAN REFERENCE: PLAN BOOK 346 PAGES 53-63 ) I r (DW) ,\ 50 _N�\♦ PARCEL 12 ' 4 INVERT AT SEPTIC TANK (OUT) 81.50 D Z t I / - ♦ \ ASSESSORS MAP: 62 PROJECT TITLE: l TANK 'L \��� 4" INVERT AT DIST. BOX (IN.) 81.27' E X \ to-�`�,`7s_ ,, 5� 4- •�, \ \\ \�� 2� ��\ \ PARCEL: 14 T B 0 X OUT 81.10' F w I 74 6 .,,. / / \ AT DIST. Epp. \ ZONING DISTRICT: RF 4 INVERT ( ) - -. ' SEWAGE DISPOSAL N • � / PROPOSED \\\�\ ��� \ SETBACKS: FRONT 30 DRYWELL DW \\�' Qom• \ SIDE 15 INVERTS AT LEACHING FACILITY: \ , =--_- -` / /1.- // ,! ( ) \\e 330� \ REAR 15' SYSTEM DESIGN OL\ \ --DR W .� / �g2 / \ \ MINIMUM LOT SIZE: 43,560S.F. 4 INVERT AT BEGINNING \ ��- y /ice ti / ,�^� 40+ 230 \\ t` / OF LEACHING CHAMBER 81 .0 G / - / / •. PROP o , \ \ \ / ' � � { // i .,,. ,\mil \�.�" `b• / / LINE 0� ERTY _ o Ni-'`` \ � GROUNDWATER l F-SET OVERLAY DISTRICT. GP (ZONEII) #253 ELEVATION AT BOTTOM \ \t\ ,\8 // I �� `y,,r_ / �'o �� Q OF LEACHING CHAMBER 79.0' H ��� " Q� v// }1k-, ��N��S , ;/- --�' , -,8 i o D �1 / , \�,� �gP T -` =_=== � . �/ WHiSTLEBERRY VR 0 ♦ � �'/ MARSTONS MILLS NO GROUNDWATER Y o 2�\ ` ' N63oo c _ ----- �� � '� `, ` �' -j / / LOCUS PLAN NO SCALE MASSACHUSETTS OBSERVED 71.5 J50 RASE N VARIANCES REQUESTED: `ti 200' RIVERFRONT t � r i ;ry - SUFFER AND LIMIT �,., c�, OF CLEARING AND �' N/F I 1� // N TURTLE BACK RD, PREPARED FOR: ' LAWN g HOLLY HOBART & KENNETH CREIGHTOf m 200 ASSESSORS MAP 62 ! 1 JEFFREY & SANDRA CLARK NONE D 1 D PARCEL 15 � 26 JASPER ROAD 0 0 0 MARSTONS MILLS, MA 02648 AREA OF DISTURBANCE TM � .� � Lt./ OQ' WHISTLEBERRY DATE: 9/12/2000 -'' f DRIVE COMP./DESIGN: K. HEALY 50' TO 100' WETLAND BUFFER P L A � VIEW Z�-�' NOTE: ALL PROPOSED WORK TO � O��j � CHECK: D. CRISPMI HOUSE 584 S.F. OCCUR OUTSIDE OF THE 200' SCALE: 1" = 30 FEET LOCUS DRAWN: K. HEALY DECKS 460 S.F. RIVERFRONT BUFFER LINE. �• FIELD: C.F. / P.H. POOL 162 S.F. B RD. PAD AROUND POOL 227 S.F. 0 15 30 60 FT. �Q FILE NO. 8221-SEP.DWG GRADING 9,527 S.F. �-� DWG NO. 5240-01 TOTAL 10,960 S.F. - "r curry w