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0440 GRAND ISLAND DRIVE - Health
4[0 Grand Island Drive f� Osterville �� ' �- A= 051 —#0 i 4-"-'002 2�� � I 4 T BARNSTABLE Health Division— 200 Main Street - Hyannis, MA 02601 �pf Zt9E Tp�� FAANAP Date: O y •� 9A&NSrABLE, w 9 Mass.. g Number of pages cluding cover sheet: �p i639' Tffl IYIf►� To From: SHARON CROCKER 71 Town of Barnstable Health Division Mail to: 200 Main Street Phone: e — Hyannis,MA 02601 Fax hone: �� — Phone: 1-508-862-4644 CC: Fax phone: 1-508-790-6304 REMARKS: ❑ Urgent ❑ For your review ❑ Repr ASAP ❑ Please comment 7 ` Q I-s l'o-VIII< of�j<l rustable ��►►j;uinlnr ----- IIIE Dc�Irrrintcitl.tr[atc yy.5rrvicrs / °�� 0 • f"'MA na � 2uO Motifs Sllccl.Ilynanis MA 07601 1 l 1 _.. I'I'inu; _ free 1'd• . ___—______-- . Dalc Schedulccl --- you suitability . . 'rir.errl r�r' SewageI�ispos'al. 1'crrormcd BY: J�OCA'�.ION & C r,N.I,Qt 1,iN[FO1tM�.'.['zON O�J'e�i Vrvncr's Nanic MCt..p [ociliun Address 0 n �f/a � ✓a I ���e Address I3nginccr's Nsrnc a W Assessor's Map1P1rccl: �j JJ`� - 0 D �S I'cicphrnle A NI,W CONS114U41•ION /` IILI Ailt _Isnd �h (1 Drinking 1Nnlrr Wc11 ?� • 1'ussihlr,Wrl Mca •--- ukl:nlcm 1lf)lll: Oro 14nlcr Daly ---`� �>?100, tbvv /etvt- I)lainage Wny> t! ___1t• 1"oplaly How1 - l C 8 a SI{ETCH: w-ca uanle,dimcnshms or lul,enact to b .' WAY e r ' .o4,4c s) • ;ppOG O F I Ia'Z c • t f' • � ��, ® 1 3 A J ZMpIJ�. 1, C -a I F I.ogAr— - pgoe N • d • C t' WAV 1•04 Ac t Y Q t.00, A C I• rCSS�-el� n ® Ia"'2 c 0 • :w ® ® zu I + N' _ 14- I 1 09AC 1.OgAG n N a I'arcnl material(ecdlUrlc) vl u C%< � Ucplh Io lledmek UcpUl to Crvundwa�dr. Slanting Waler in I lolc!_ Wecping from Pit('eec --- L'slimaied Scasonallligh GroundwaterMIXER FOR SEASONAL HIGH WA'I'I.'R"DI.rI± McUnxl used: _' I I III. Ucpll, (jlrvcrvctl standing In obs.hoic: __hr. I)cp111 IV - Ucplh lulwccpinr from side of obs.hole: l Ill. Urtmundwnter AtUostlucnt____•�__ _fr. index Well If_ Reading Ua[c: Index Well level �r��•(�QIUr, /�tQ.01'ountlwnler Level VE,HCOLA' J(Xq 'I'I!5'1' . unta 3 I D 17rliP �S ._/✓"+ Obscrvalian lrN 11n1n at 9" A Sz '� 1I111c al G" f)cplh of I'crc -� lime(9"41 Start I'rc-soak'fimc.Ca r U,d l rc-suak !h Ralc titirr.nncn Site Stdiabilily Assclasmcul: Site Passed Site ITatlyd; Addidonnl•r'esting Needed(Y/N) Original: I ublic IlchtU,Division Ultscrvnliol!I[olc lialn'1'o 13e COMplcicd On Ilnck-------- I• ' *�°*3C,ISc1 co1:1>iibn test is ttr be wilducted 1Sithir1 1.00' of wCtlillid,YO1I 1111151 fit St/10(1(y fIIC 1lnctfs(nl)Ic elf l�scrti'ntiolt Di�•isioll ill.Ielrst mlc.(1) «rt+Ic lrlitn LO lrr.. inrurr);. �ay\t ;2- � /rt e:.l" t111,]I.LC►'tt ll-IlY tli_i�,i:. 1.liii lluI : II ' Mpllk fiow Sall Ilalzon SOIIT6%1141Q Sall Color Soil O r Surface(In.) (USDA) (Ivhinsch) hlolUlug (Slruclurc,Sloacs,Ilouidcn. � �Ag,llcncK_ 10_2 L S nr� r► ��11sr�;ttvVITONrrc.�LE r.��c: T lr(,r(: I/ � Ik1111i fioa► Still I(almll Su(I'I'expuz Soll Crilor Still 016cr Surface(ill.) (l1St)A) (Mlrosell) Willing (Slruclurc,Slnncs,Boulders. ouisl[nm��aYjl-- 30 10 rION rror,�� Y- OG Prole #nY�;rr Or�srrt A' DC11111 fiour Sail Horizon Sull'Icxlurc Soil culur Soil Other Surface(iu.) (USDA) (Mansell) Mollllag (Slnlclllrc,Slones,Boulders: ;IfEEP orrSETVATION Yrc IX, I,.QG Ifole # 0cplh fiaur Suil Uulizal Suil'1'cxlurc Soil color Soil 0111cr Swficc (IISDA) (Mansell) Mgllling (Slruclurc.Slopes,flrnilacrs. ,— IDEVII 011SE''R VATION WAY, LOG Tr(lle # Ocpol(join Suil 11utbcxl Suit Uxturc Sail Color Sell Qfllcr Sulfice(L1.) (IISDA) (IY11111yC11) MQUiing (Structufc,Sloss flallflers. Flood lusuruu#a Rutilp� Al,ovc Spit year/lorxl Gouadary Nu____ Yes Wifhlu 100 ycer txluudary Nn c YFs Wllldn l(x)ycrf 11(xxl ttouaJary No-K Yes I)c�ll►of Nlltu all Occln•rlu�!�rvintis 1�,'tlllerinl Does ut Icast ftlIll-feet of o.alu(aIly occurring purviolis nuiieduI oxist in all areas observed throughout the area pfclppscd f,r ilia soil absorplicin system? If not, what is 111C depll►df naturally occurring per Ii7ll9 IIIa1C1'iili? _('ertificiltinil f , I CCI'Illy(hat oil. Z ©V((Ii11L'� 1 have I/fISSC(I ilia soil milnlllor vX11111111a11all 11ppl-1VC(l by IIIC r)CI)af1111C111 l)t i�rI1V11 III11 Illill I'ro(Celioll and Illat 111C allovo analysis Was 11Cl'llll'nlell by IIIC consistent Mill file,fCl)liifed lfullaill pt.'fUSG all(I oxpeflellce t esdilled ill 310 CMR 15.017. Date y Z� Q:�stll�ru�l�fa(cl�r)util.nnc c TOWN OF BARNSTABLE A /'7/�//o LOCATION.44 0 <orauj ZShoCr J>j-, SEWAGE#0201- Fq2. �VILLAGFOSferyille-OysferrrASSESSOR'S MAP&PARCELS / - INSTALLERS NAME&PHONE NO.M, d, M f fn- jre- Sy&-3 s S-`I4.1 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)(-I dru 90 Ant(size) .J 4' X 13 ' NO.OF BEDROOMS/ 7 OWNERGtl1 PERMIT DATE: 7- 4 -0, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N�� Feet F Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching.facility) /U A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Zq0'!' Feet FURNISHED BY .�. e.Lrl�2jr� cAOJAGb Vn6U5e io,4„ i GE,�wh ' sleeve vet 3 � 5 FI- Z Z3'9 '' 3= 24*6" z=9y'S" 12--7= /6 ' * G6'6 " TOWN OF BARNSTABLE Op 7/00 1 OCATION 44 D `6rCm J 15��yi d P r-, SEWAGE# ZC;07- Z qZ 1 VILLAGEQ5. r ur��e/U45 �{�r/�ar�1SSESSOR'S MAP&PARCEL 5/ 1-4-Z: INSTALLERS NAME&PHONE NO.M.C'. M`'.ih re 5oe-3e5- ?4®9 SEPTIC TANK CAPACITY G a-/ LEACHING FACILITY: (type(45oo e dr•Ncve-1lS (size) 59 'X !3 NO.OF BEDROOMS OWNER D&,j PERMIT DATE: 7440 7 COMPLIANCE DATE: 3- l0 -ya Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist_ / on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY M 11 Z, re, IAA C� hog 1 1 8 Con 1 d _ z ` `-- I cl� vut _ Z ; 44'P 4 4 3 c '4'-5 3 = 52'6" -7 = /6 '. 74'8 - !f ' 70'�` 8 z l� �' = 31 ' Fee 6�g.. 9_2 � Y �` `I ✓�1J l l�3�Q 9 I e __ # /�a� o� / 6 !!! THE COMMONWEALTH OF WUMACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Diooml �&pgtem Cootruction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 4/yo �j X0W %6 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's B i N Address,and Tel.No. I 0 3 IJ /�y Designer's Name,Address and Tel.No. ype of lding: n A 1A f^VfJ Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided '263-c gpd Plan Date f�i- �® :^ Number f sheets Revision Date Title,� _ - �� ¢� Size of Septic Tank 1 Ty e of S.A.S. Z7Z< �i��'M Y f Description of Soil d.4 .i o Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of-Health. t Signed n r Date Application Approved by °V✓, nn vU t Date 6 d`7 Application Disapproved by: '_ IL Date d for the following reasons J/` 2 s pojkc 4,14AJ O •r _VO C_I9 (C /S_ A?70)ef) Permit No. 0-7— ,2/aZ Date Issued C� __- - - - - - - ._----------------__.-------. _ F lt• �1. ':. T =THE COMMONWEALTM-GF Nl.;&SSiCHUSETTS Entered in computer: _�/ PUBL C'HEALTH DIVISION - TOWNS OF BAIRN3'`A LE, MASSACHUSETTS Yes J -°:.1 T plication for is; ogaY *pgtem Clons4ruction}Permit App1162 rfon for a Permit to Construct(-4eeRepair O Upgrade(, ) Abandon( )~ ©.Complete System ❑Individual Components s Location Address or Lot No. Wo Cy�'�9� ` L9'�'� Owner's Name,Address,and Tel.No. } - . )"'4 ess s f C N Assor' Map/Parcel �,•� . ^ Installer's N Address,;and Tel.No. 103 (✓(�/vy Designer's Name,Address and Tel.No. I�<-.VIAT 1 I ype of B ildingc / l Dwelling No.of Bedrooms Lot Size rf sq.ft. Garbage Grinder ( ) f I{ % Other Type of Building No.of Persons t Showers( ) Cafeteria( ) _ Other Fixtures Design Flow(min.required) //© "�j i gpd Design flow provided BG+• gpd Plan, Date c i �Z... O Number of sheets Revision Date ." Title Size`of Septic Tankjr Wo (F u I Ty e of S.A.S. T.:G'�r"A.3 Z" '` .t ?J / Description of Soil t Nature,of Repairs or Alterations(Answer when applicable) a -Date last inspected: i A&eem t• " The undersigned agrees to ensure.the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed 'mot Date Application Approved by 41nJ. .� Date `1�7 ,6 7/.7 ^ . Application Disapproved by: qm 2 Date _78 d j - for the following reasons 2 7i c �� if r U Lv�n l2 ,Z (J I, r Permit Nk--,*0-7•_ 21 a ` __: _ Date.Issued C) - — - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of 'ompliance 14rY THIS IS TO CERTIFY, hat9le Onrsite Sewage Dispossal>ys�t`e(m ''structed ( Repaired ( ) Upgraded ( ) . ' Abandoned( )by at U rj T- J r. V has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 2� dated ,/0 � Installer Designer #bedrooms Approved design flow 7J1 OV4 ./ gpd The issuance f t is permit shall of be •o strued as :gu rantee that the system w`l IIff n ion a desig�dDate ''( , �I Dg Inspector ,`� il ' //I , rG N — — —— J— _ T --------- —' -- --- ------—------ No. 2�v'� `12 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igPo.5a1 ,*p5tem Construction Permit Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) System located at n '¢ ` L qyu �/�M t lwa �!.,,.n it s and as described in the above Application for Disposal System Construction Permit.The,applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this Date / Approved by. q/►1a M- . 0.200e 10:50AN BAR'NSTABLE BOARD OF HEALTH 110.972 P.2i2. Tq U'_of Barnstable Regulatory Services Thomas F.aGeller,Director \ � Public Health Division Thomas McKean,Director 200 Mainz Street, Hyannis,MA 02601 Of rA: 508-962.4644 Fax, 508-790-6304 Date:- —/1Pc>& Sewage]Permit# �®?��l� Assessaar's Mapfll'arcel Ans$ailgr& Designer Certification Form Designer: -�L� •y Installer: L -,z Address: Address: �:A �4`e�, � Rol—( __ On `�� _U �G ram- was issued a permit to install a (date) -- (installex i " ➢ l septic system 3tV,'12> cAV® � ,AXP based on a design drawnay = t= (address) '► z-c� 3a`� i dated I certify that the septic system referenced alcove was installed substantially wording-v the design, which may include minor approved changes such as lateral relocabion of the M. distribution box and/or septic tank. Stripout (if required) was inspected an the soils were found Aatisftctory, i certify that the septic system referenced above was installed with major cbanges (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Re 'ons, Plan revision or certified as-built by designer to follow, Stripout (if require F ed and the soils were found satisfactory. OANIEL E. g MAN � � ✓ CIVIL N (Yristallc is Signataare) No. 32686C ISTE�tc �SS�OMA` (Dosig-ner's Signature) --(Affix Dcsigraer amp Here) _ PLEASE RETURN-TO E -PUBLIC-URALTIR DIVI3 ®.". CERTIFICATE F C , N® 1; I SUE U " $` I F AND AS- U L AX 1JU B UI3 C,R&AL111 TRANK_Y0jT. q:Wf e forms\dus�gnercert�ficapon 6orrt doe pf DATE: .� REC.BY MASSTown of Barnstable 1659• ��� SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Cannif�D.M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: o �-s•�►_ 5 0 C2 Assessor's Map and Parcel Number: 5 t t Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: To L I .je"I Phone 5L3 •—tZco Did the owner of the property authorize you to represent him or her? Yes -.,( No PROPERTY OWNER'S NAME CONTACT PERSON Name: o Name: l 6" C �i•.�rJ Address: zGBj Address: t`'t.1-sue PE7� Phone: Phone: 5 05 Checklist Please submit copies in 4 separate completed sets. Four(4)copies of this application form Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) s (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port. mass 02675 down cope engineefing structural design March 7, 2007 civil engineers & land surveyors Arne H.Ojala P.E.,P.L.s. Daniel A.Ojala,P.E.,P.L.S. Barnstable Board of Health Timothy H.Covell,P.L.S. land court surveys 200 Main Street Hyannis, MA 02601 site planning Re: 440 Grand Island Drive, Osterville (Oyster Harbors) Dear Board Members: sewage system designs On behalf of our client, we hereby request permission to construct a,7 bedroom septic system for a proposed dwelling at the above-referenced site. The lot lies within an inspections Aquifer Protection District and contains 47, 921 s.f. The dwelling will be served by town water. permits No variances are requested. The septic system is designed for 770 gallons per day. The base of the leaching facility is estimated to be 15'+/- above groundwater, based on the Barnstable Water Table Contour Map prepared by the GIS Department. Thank you for your consideration. Very truly yours, t , Arne H. Ojala, PE; PLS iv ' Down Cape Engineering, Inc. `+ cc: T. Quinn i D ,I,o,vlrjl of,Ve ��aastauZe L•n—T�o � ti h Department A)(Iitel;ulntrrry SCI'VICC3 rultorxrenr� - AInns' 7,00 Main Sbcct,I1y1111 s NIA(12(0I Date Sclledtllcd '. ) �s s'�ii.e r�� or• IS'e wage I�irs;����s'al Soil ,Surtah.r.T.rt� Arssel .r 1'crrormcd Ily: _ ! WitncsacJ Ity; _ LOCATION & G-�s:NI�;IZA(,IN��01tMA'.I'XON Orvnrr's Naolr Ol�l e Meko I.rx:alion Addres9 /1 L T,,/a j D G) r 0 I l le AJJress i 1311ginerr's Nalne W 0 LA)Vk- e Assessor's Map/Nrccl: J:j�a/`( - � n►;I�Au( ///-"""___ � ,•c1cpllope rr �s�� _�d d � ��y I m"W CUNl�i mki-ION j A I Surrncc5lunrs,!V�_°' IsnJ Ilse __ �G - opts(71r)_._,.__ ._. �h t1 Ulinking WOW WCII / Il �--`-` i islances horn: Upcn Walcr Ilrxly I'rrssiblr,Wr,I i Arcs .----- — � / n A'1" , S'6'e'e . a.40__Q7 Ihainage Way> --tl Properly L,in - 1 dimcnsfons of tut,exact III b 1 ➢' '•04AC „ � O p0AC- p 1A, 1t N i' ,t, `r + M 1440 I.ogAC I.09Ar- N a ®1 / f'arcnl ulalcrial(gcdl0glc) �� _���lL�r!" r aj Mplli Io Itetlrork Wceping rrom rll rnc�_ __� - - Ucplh Iv CruunJlva�dr: Slauding 14alcr in I tole:____ _�_i�_ Al Gslinlalal Scasonalfllglt Groundwater a;,['ERMINATION mi SEASO,�NAL X•IG. J VYh.�';T lt'I'Al1L -� ul � � MCNILcl Used: 10.01 uepllt di C1 ved Slandilll In obs.11o1c; �. III. veplh nluutesc -1 W. ._In. Urttundwnler, Ucplll luimcimig rrom sidr.orolrs.Hole: -- A(II, T. Adj.� 't)l'uundwnlcr level lode) WCII It_ Itca(Iln�Uatr.: IIIIIc%Writ IeVCI . .. (� A.rJI/ItL�///Ar�,1.UN r�/�+►7r�� uAIQ J .l7 AIII1tF� .�r./• LZ ] l �.. I Ubscrvalion 1'Ittly lit9" Dcpal or iwc 14/ _� ( lime Slarl Iald 1'rc-sunk M11C NVII.1111CI1 y Silc I'xilyd� _ AJJillunnl'1'esling Needed(YIN)- Silt Suilabilify Assctsnlcnl: Sift 1'asscd� J`- l Origblal: Public IIch1UI Dlvisiun "f Observa601 Idols llaln'1'u l)e Ctrrnplcicd on J1n. ---.�%- — ,IScr"C01.1 oll test is to be coliduded within 1.00' oC wel.11lnd,you nlusl[lrsl notify the M11-1fstltllle Ctf lfsertintiolt Vivisioul lit feast. olle•(1) Iref9c prior t.n beginnitlg. �)11.`ils"t c �t► . IC)1'j A,t:. 1.Uky Ill�lc 11 _-r—tJ_ Ucplh 6nw Sull lloglzun Stijl Trillurc still color Sntl I Ulhcr Surtucc(lu.) (l1SDA) (bhiuycll) Alollllug (SlnlcturC,Slnncs,llnuidcn. 0110 M!:lal't 011Sb:RVATt0N 1011: ,0( -- t role. 11 ^�Z lkpolfiow Stilllbuimll Stlil�i6111111•C SollCtilor Soil Olhcr Suttucc(iu.) (OSDA) (h4►u1301) MoUllug (Structure,Stones,Moulders. - a 1 Depill fionr Soll I►urizall SWI TCxlurc Sell Color Soil O(her Surfuca(iu.) (USDA) ' (bblusell) Moilling (Stmettlrc,Stones,fiouldcrs. I ;IlrlT11 011,5rTVATION rrbl.r., LOG Ifillc # Dcpth(will Soil Iloduml Suil'icxturc ; 'Sul)Color Boll F+thcr Swlicc(in.) (I1SDA) (hbulscll) Mgllling (Structure,51oftes,fimlticrs. w, r • ?11 all luslntw#e Ruf Mnls Abovc 5p(1 year floral boundary Nu__ Yes , Wilhiu 100 ycur,txluudury NO t Wilhfn fix)year fltxxl Ismildary No YtS el)e1►11�of Nat�r ill_IYOt cur-1110'erviolls Mittel-fill {1)uc"s ilt leas(ftl lr feet of tiuturully occw11119 porvious nuilerlul oxisl in all areas observed throughout the; wcu-proposcd f u Ihn bail absolplion syslCnl? _ t ( If 11 i0,vhul is 1110 depth cif nalllrully occurring per ms Inaterlal? ��I ecrlily Ilia(tin l� �2._©L (dole) i have passed the stlil evallultof exnnunuliun lipproved by the Dcpalllllcul of lIfnvil mull ilia[Pi-olecliun anti Iha( Ills ahovu analysis was perlorn►rtl by nle eunsislrnt with 1110 rcgllll'Ctl Ifalnill perilSC Unit CXpCficllcC t1CsC1100d Ill 3It)CMIR 15.01 I. ate n Slgntilura_ ___ Q:�slayru�pllllcld)uhl.nr)c • Ln Ln W A � U w ®� 0 [Ono Q o0 CA EMS =1 ® ®� Q o m i ®® W In Tw x: W w I-El u m I H z co a ` - REAR ELEVATION 1 SC4Le:1/.' I'-0' `w Cxe Ove11 CUINCTO ® ..,,D.e..Ir Ta x1x�e Oc.. 4 bs�a</dxlTB a ®®®® LOUNGE DAR O J O zz � Q J ll ll l ll Jl BAR ELEVATION HAR ELEVATION 6CALe:In• LOUNGE SECTION E 6e:1/4' 1'-0' SHEET I OF T JOB, OTOB DRAWN BY: KW DATE: 9/21/10 Z ufi Ci W � En m UD .MOO. CD Q J J ® W H l9 v O N Wow LEFT ELEVATION _ 7 w O co d. W p J Z N O 1— - p Q Z • Q J i � III I I I I I � I R 16NT ELEVATION - SWEET z OF 7 sce.�e•va r-o• . /A2 JOB: 0705 DRAWN BT: KW DATE: 9/21/10 f 1 PERGOLA rT l -------------------- - I�I W r, �., •s�. r� U W r W H / o U 0 l9 FIRST FLOOR PLAN SCALE:I/4• :'-O' - O MASTER I 7� L wig—a owow- O PATI _ PATIO 0 0 W3o b YY v e•-a' r s• r'K• eTv —_—______--- r —� I I 7 DINING DECKBATW S� I —j GI IIJ I _ i � I to I g ^;• je I � � s - I nl ❑ - FAMILY ROOME:3- id:je a` 4 z UNil�iiii$iNiiki CLOSET- Z F Z Q n to II ae BBAT i e II � KITCHEN h B1dItlG Ilw¢ M1 t I ®® 'v ae ay_y C ®® Y i eten eun,m/c ad SHEET 3 OF 7 STUDY _ � ❑ � h § �I eraw: ❑ pEtl ��^ l ae - .1D8 0708 a� '� O C ♦m eun ` a 7C DRAWN BY: Kw / "' DATE 9/21/10 `a Z I I I I V1 BASEMENT PLAN V H _ 1n IL F ii7M pp y I U • I ` l�y 1 4 I I �I I I I ' I I s1 t I 1 L+1 I li meve w I `1 W Z . .. 3 0 �n ncry - y REC ROOI'I II O 11 � W II ' J EXERCISE ROOM Z J CL THEATER ILL Ir 9A6 reoer_ _—_— _—_— _—_— ♦ems O BA W SHEET 4 OF T / NINE r JOB, 0708 __'r'� DRAWN BT: KW Ih DATES 9/21/IO ]a'4 I I I I I 11 _JI L__� L a - -- I r - - - FOUNDATION PLAN = v w scn�e v<•.r-a• set•.NcuoR S Ts ZMWDDED 7• se• 1 SPACED Sr O.G. p I I 1Y'—CORNERS - 1 O • c I y I WASNER9 9491VP I U - I `.1 a•-r r I A ii � j I I yr un asna � I Ci Ln t 1 1 a 1 1 I W 3 Jd /Jv /J /Jd pd. /rn pc> /Jd,� JJd. �� • - ner.'im w1pR W r, sew.mr.soroc m. ----- - -----------------------------� ------�---�----- 0 ' N 0 Z CIL K _ l7 • v v &ABASE ----- ^----------------------�'---�— ti P z � � o . W Q J ppp[[[ J F ADDITION FLOOR FRAMING PLAN PLAN - - U W SLALE: LWr D]0 1 O I-OIeTO ]1 yr LVL clrtr O Q Q �(O� --11 I I ---- I J-L I I W 3 TL 0 W ' 1 a ---- -----------------------«------ 0 Z Q J t3 inZ p F tL ----------------------- GARAG ----- -------------------------- SNEET b OF.. w _____= L JOB: 0706 DRAWN BY, KW OAT.: ,."o O J J 3 1 O (2)LVI.OTWK,NiK IUY.6 • �bo � Q O r---� ® Ln ; LLLLLL7w-1 w W STIIDT c n,nc J I I I 1 I I b BASEMENT I I I I p I I J Z zs•-a - p Q 4 Q LL SECTION °A-A" KKR 9 ALe,1/a• f-O' V ❑ O SWEET 7 OF 7 33 ROOF FRAMING L.AN PLAN SCALD I/A' - .NJB, 0700 DRAWN BTi KW DATE, 9/B/10 j PROF 3HE Tp�� Town of Barnstable • IIAFtNSTABLE, Y Board of Health 9 MASS. � dpA s639. ♦� TED MA'1 a. P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. April 13, 2007 Mr. Arne Ojala, P.E. Down Cape Engineering 939 Main Street Yarmouth Port, MA 02675 RE: 440 Grand Island Drive, Osterville A= 051-014-002 Dear Mr. Ojala, You are granted permission, on behalf of your client, Tom Olsen, to construct an onsite sewage disposal system designed to be connected to seven bedrooms at 440 Grand Island Drive, Osterville, Massachusetts. The septic system shall be constructed in accordance with the revised plans dated March 5, 2007. Sincer ly yours, ,log 'Aim, th'"j pr 4,jk (5) a W e M' ler M.D. Chairman I 3 ` BOARD OF HEALTH RIO Oil S' CAh TOWN OF BARNSTABLE . f I dn� fe(n1Gn`�r d S c Q:HEALTH/W P/6Bedro omsOlsenGrandIslanc2007 Town of Barnstable P# z Department of Health,Safety,and Environmental Services Public Health Division Date ,(/ 4.• �qsr �tt 367 Main Street,Hyannis MA 02601 BASUMABLA NAM Date Scheduled' Time ,� Fee Pd. o Soil Suitability Assessment for Sewage Disposal ..r Performed By: 1 G/Er Witnessed By: y Du ON Location Address y y o G r A N D I S L p ND D r(v4 Owner's Name 319ME5 ( LpGK] Address ( 2S arOAD Sl-• Neu/ yor1C/ NY Assessor's Map/Parcel: S'//�y_Z Engineer's Name S2&J_1'VW NEW CONSTRUCTION REPAIR Telephone M �'a —3.3 4' Land Use Slopes(%) Surface Stones N& Distances from: Open Water Body 1,300 ftv Possible Wet Area l/O ft Drinking Water Well N0 ft Drainage Way /1/0 ft Property Line �J� / ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) N M c tW N 79150 150'E o _ta PH-1 �ARfo 4 N 79'01 '31'E J 332.04 — ?, <Ak Parent material(geologic)O4/1'"#/A5# FILAR Depth to Bedrock 7L�a SO0 'NONE Depth to Groundwater: Standing Water in Hole:BNcyuryfEh Weeping from Pit Face No N Estimated Seasonal High Groundwater Z_1!z5s 4/y GL..f.D P6 P GH<:�VA. "En::T .. USA .HY :::: ::>:>::<:::>::>::»>;:::<:>::: ER11N.:....,...:.:::.::.:::::::::.:.::::::::::.:::::....:.........:...: :::::::::::::.:::.::.::::.:::::::::::.::.,.: .::::::::::::::..::.:....::..::::::,: Method Used: ?ocv/1/ of QA/YL.�f,9 �Y UCGN :GrbN4tv,mv"�lO/ ; Depth Observed standing in obs.hole: IL)O N& in. Depth to soil mottles: NaNG in. Depth to weeping from side of obs.hole: NO Alit in. Groundwater Adjustment HUNG ft. 4ndex-Well# •Reading Date: Index Well level.. Adl.factor Adj.Groundwater Level_ >:.> >:« <:» >:: 101.>TEST::.;>;>;:.;;:::<:.::Hate. . .. . '..:::Ttbe> d.:..:,...,.:;::;.; : :::PERGCLAT :.::::.::. ��gG�Pys GEss_t�/3/v ISfI'1/w Observation Hole g Time at 9" _ Depth of Perc �La Time at 6" Start Pre-soak Time® 5ia P �Ai Time(9"-6") End Pre-soak Rate MinAnch Z M //VG Site Suitability Assessment: Site Passed S Site Failed: Additional Testing Needed(YIN) Nd Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant d ........................ :........:....... ..:.............:.:...:::....:..::::::.:.:. ..:......... . Depth from Soil Horizon ' Soil Texture Soil Color , Soil Other Surface(in.) I Consistency.%Gravel) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. —O 0 O/'GAN. AIA Q RV- CoA/s0 O - l2'1 sAao lO y12 51 B rp�. 12' 31s CaA s A O O V)Z S�G z�i+ ravE� Lfi yLL• Carl✓ " /ZD�� ��^s�sArvA /0 y2 DEEP OBSERVATItaN HULE Depth from Soil Horizon Soil Texture Soil Color Solt Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e t�iNEIY�s'�- O„ .10 ye 13 14 R 51t �s g -I2v C CdA/sE DEE�`pSRVA ' pN H(? BUG Hole# . .. ....... ....:.. ,� Depth from §oil Florizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e DEEP OBSERVATION HOLE LOG ;Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e Flood Insurance Rate Man: 'y Above 500 year flood boundary No— Yes '\ Within 500 year boundary No_ Yes Within 100 year flood boundary No Yes �pth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ES If not,what is the depth of naturally occurring pervious material? certification I certify that on %L 95 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required ' ing,expertise a d experience described in 310 CMR 15.017. pp Date Signature �.. .- ,.._..--�}' ______�_-_—...—.._._.._.T-. _.-_ .:_.�_� .... .,�_ , .._ - _„o_._z. 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' tw•.�, ' fr' - �-d�' �;'� � '�• + 1 _ ;t ,+ L' 17-e'',.. ;+�: �°' .rti}'erki�Y"'�'ctrsi.�,l :iG� r.w•."RIY Y p$` L''.c.; ':�r_�, n._�. a .. .,. �[n a1'-O•.� 6'-L• .�•-d t "*#1 s>t'F.eYeh`rc L Sx ya,_ii i°q •"�• 1 �4-4':y. ` 3 r�l+c'a�"� ':'`�r�a'' r'3` � V• y''"•`3i 4r���''�'a t ., - , 0706 i•� -sue r x SG,,_L6.1/gl KW .•".' '•3,.zx*.'i, iaM_`.��rC1s.�.; a�'" w�, ir:; -- .. -s,;w.._ ' .. DATE, 6/27/07 ------------------- F Y a vp ,. - _- - W. ., -.•., ..•. .. '��_..__-. P. •....�-�---,1>— -. .--�._-.,--6 '-�._.,.—...,._.F .��__...,.�� x:�,� � =�-�'�=_'%3�--ems-.-.._.e.=...a..,.z-�==-e-•. �_:y, _ - a-._�... . , --:cam„ .� _ � ,•---� __ •�,� \ ae�PLr�locv f11eAn+wv \ C lNVL —�L -RAtlIC OHIJRG \ TYr . IAGTVW"AT ALL _ ---/ / ��.�� \\\ CC PACC"rpala /M RCOIC - • Rio fa RMJL. AAOcTKMyrrt.ATs / / \ \ OA wm w am vowrwa�r . yr GTP. 11•RD , , \ \ V fi \ Me m �, FA MOM- DMIM We � llllllfilllllll r arm Ono, �. 1/Rtano w GYP. �C Q s _ mil.' :. PR16 RAT® J nwulo ^( Y°OQt LT7$ .Rom srtm W T1WOr agLoO O"ARM IVA.L emA PU+a/AMM LL am.somto- r Irr LVt. owcm DWCRIt Y4lL. j- _.1�__ V7 PLTNKD fi•.T1R11m/ rJoerr 4 a TTMK I.ftM'/KG 11RIIG.l� LW To cm suorLcm NU RTAIoft R Mldl. NJYLm/GA.m�N J�01Sf • =1 GARD To _.__ _. � 7 WilaeTs�Lwo.c. n� .. a1� !") n T n ., V LVL amm Q. J I i , -_ i I 1- - I I I I • q R7Retrs 1 i�'I-' I I i-I - t I I I-' �'7 II i F I'-I I tr �Z. b' I 7•YP_PL.01•�a•HLLi I- 11'-1D' .. N-4• -ILA.ANbiaim 4-0oF.vvr ,x r •` `�� . - ey aa+o nem DAMPPRco►enol aMDt a• : 1oSrAd roo"Mas TM. oalTlluaLs rrAOT1Ra IE .. _ SECTION `A-=A" I-o SCALE. 1/4' SECTION "B-B" ' SECTION "C-co .. SCALE. V4' I'-D' SCALF, 1/41. 1'-d _ m ii ii ii ,' cl CAM A VY 6TT.lL1UID - UP RA& RLOONK rmmRMis Vl a' vL rAovm r. Z 9EQffi�12 PLr e+i.TwN_a -- - - IV� W'Q s� Z ~ 40 AT DOOR I:Illllll 4f7+ `. .. .. _ \- RARIm,,. D ^ :. - - 'tU { 1111` Q w .. n T I-.Hale°Wua ------•----•----- -----•--- "- -----'-- - --._...• -- ----- '--- ---- --------------- '- � � u' . i• ----- N .. 0)2A1'i� r/TR�/ _--_-- ■LN LN. IfO-R?NT FOYER i % P!lYI a _F4ar t I § blaa+eA - - a a "Lm 1 4LUM wle TOG Ow VAWLOMS _ `.'. - RAYS 1 Qu=TO.Mr . r - --- PT Tc1s• 1••OG n 7AY I�1LTttII°1troG - n 1-.btiTS° - (")n TA1'LVL a"6Yl (i)!7/8•LVL A1ROBe - 1 CRAWL SPAGE r iy I d ( I SFIEET 6 OF 7 1 Syr _ ) S; 10'.TRlADl1 F 3v L 9. SECTION "D-DI 5ECTION "E-E" JOB. L770B a w.F. V4' .V-d .. - SCA E, V4• I.-d DRAWN BYr KW .: :I DATE. 6/27/07 ,o' u art"•o" II�`+ro" {0" -41• N. 6I-4N.. 41•� - It .. _. ,...... - . s'- .... e+� . +tIYY w-Tii �Q- Y"li-i .IY III s tiMY s s ate+ p� IWY s+s M1 �k tii iiii"i a ale iYr Yi11Y I�i� y . ++ �'+ y.�. @ M YN1 MMY #1� MR tl. .Yt Mi' Yli ._. Yi1- $ $ IM 1�N 80,A61 9-W LYL's� NDP- �TLMI°'+. 1 44 o caves , �► M • -14d0 CJ. A Nr"CSC. 2cb JOIN ��' � i9Ui'16ot3ol`A1..1� - • 1 131¢Q9 pWW91Ek?$ 0 F" 1918d$ NII JX6 WL*AOOV9 NIF ....-.:.'.::1' KIM"Ilit,tlk's ,I1 i Nit � $ $ $ $ G $�7a � $ le : �CIJ�e�}tQ�M�NANyC�aL IRa �m1sfM �$ $ a $ $ ia $ is IN in TYPO. Post ... .. •fie+ /f.,�` i 1 O � I F- I K CxR�A► ROOM aw.I"I6T i CAtN9aiiAL I t . Q 1 •r 1 7� th Q 24'•0 " 1 $ $ dIf $ $ 991 1518 $ ; 1� 3 $ 9EN9 3N $ $ � im;1 1r POP Jr j 6X6 P06t °.wV9"LVL "toY9xb Postlt ark' ! N ! N I N 1 N t ► N � t,.t,N 4-0O SX AF LisW .r►w..rw .wYr+ N 4+o �► ` 4 tJ '�$ 19 ti31'4 r 9•VZ`LVL';ABOVl+ $ $ g.#.aid * urrr ' rwr�r !; alfit r «� . 9•V2"9NO.1 J016t .-�- - :Lt s,I J016t , M .�,�, 17INING.i2ooM ENTRY '� 42 " 9.HZ"LVL NCR. r*Y a+ ,p #. is 2 Nq sN c rs NNs Nx � � � 4 t N' 8r ' tgl�4Ntio O s b C p � N 1 4-0" 1 N 1 N 1 N 1 N ' N N 1 N 1 N t o 1 0 t N . 1616 old> `R 4'-0" $t ' U 10 s 1 j56" AI CME DKY1UALL1 1 Ito MAUL CAIILIma. % 1 1 I _ _ _ _ _ 1 16"LYL'.ABOV9 W#Wolq. / y 1 i +40,DICK I �� i �pNC.6LA4 1 a�. I t 1 1 I 16"LYL/&ABOVE . TYIP,6X6100ST _I 1 1 I I 9 1 1 1 tAlZ 2 t1U 5 sIOi 1 1 26'•0" Wo +.. - ..► -r N.r . .... - _ - - _ _...r - - _ -...- _,-_ - - - - - - - - ""'._ - - - _ - - - -..- - - - - - - - - _ - - - - - _ - - - _ - - - - - - - - - - - .-. +.. fN ► ROOF r b as t t I S? ► I " t .Q" i Ua I I ► r 'tt284024 eye OYi3R , t 7n* 049/344�104t I i ► i OY2030 I ! I OY$0'.t0 — --i ► FAMILXC RC70M ► e�t�ow ► � i i ► ,t " UO SaDRoaM 04 I �h — -- — — — �- — � b I; 4 a9 t-- — — I / I 4'-0" c2 2d it Q CA --* t U Q w i // ` I ► Ao II- -Ye fw L - _ _ _ - - -r.. - _ - - ime UALLi 09 WALKWAY 10 L f I i RAILI>tlQr , I . i I + -- - - -- - - - - - - ! ► L ul " Q � I F ] t I BACK NW I i I I I i ....., .,..--.w.. -.-,w.... . .,. ..w f 4 t , IIiT-C?" t I t •O 5�� i _ I I r "� t ► ! ROOF via \n� ► I I ( II.OW ► I t I . y _ .- - - - -. — �- - - -- I ► 16,OrC I t I I ► � I I r i CUFi'IOMlCI6/CUB-U!' 4�TQM ! ► . W-Y- .Wo C I ,� � t�Ll�RddM +M3 � , ► I yR , YAULT9D `F '1 Tu t W2 I �m y t .I ROOF r t I I t _ .. - - - _ - - _ .. ► t t t tlUx844-2IL i t ► i � " 8'-CS" �� " IO/�" 41 OM 4'-0" �, " ,�" 'lyU84 x TAMP. 81„Or Ua .. r - I 4'•O" t � � � 1 � + t dNC7 FLQ28 ELAN i � x 3Z I LIvINCa BPACCE W-2xlo CA t ►"o.C. I t t r QUM 1 , t x� ME? Qtl 92 �o I I ► ' I « { I i f3CL'�i�I�l 7� I 1 i I � I � I L . TW�4'�3 ttlt�t5� L; t LEGEND SEPTIC DESIGN: TOP FNDN. AT EL. 27.0' SYSTEM PROFILE PROPOSED WATERPROOF C.I. ACCESS NOTES WATERTIGHT ACCESS COVERS TO FIN. GRADE (NOT in SaAw COVERS TO FINISH GRADE 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) To (2 MIN•) 1. DATUM IS NGVD FIN. GRADE 26.0 MINIMUM .75 OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE CUtult 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 7 BEDROOMS 0 110 GPD = 770 GPD 25.0 - Bay 100 USE A 770 GPD DESIGN FLOW RUN PIPE LEVEL 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PROPOSED CONTOUR \24.0FOR FIRST 2' 2" DOUBLE PROPOSED 2000 2" DOUBLE WASHED PEASTONE WASHED 3' MAX. PLIL11 PEAsroNE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-20 EXISTING CONTOUR SEPTIC TANK: 770 GPD (2) = 1540 � GALLON SEPTIC 23.25' H-20 FABRIC) �� FABRIC) 23.5' 100 ., 23.50 TANK (H- 20 ) � 5. PIPE JOINTS TO BE MADE WATERTIGHT. Q USE A 2000 GAL. SEPTIC TANK (H-20) 22,75 22.92 ri1p0 O DODO a n 22.49 p p p p p p p p p o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 3 LEACHING: ( 2.8x SLOPE) �6" CRUSHED STONE do MECHANICAL p p p p p p p p ED ENVIRONMENTAL CODE TITLE V. y SIDES: 2 (59 + 12.8) 2 (.74) = 212 GPD COMPACTION. (15.221 [21) fts2' p p p p p p p p p 20.49' 4LO�� West an BOTTOM 59 x 12.8 (.74) = 558 GPD DEPTH OF FLOW = 4' ( 1 x SLOPE) ( 1 X SLOPE) " " 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE o ff /Trod Ba TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE USED FOR LOT LINE STAKING. , y TOTAL: 1041 S.F. 770 GPD INLET DEPTH = 10" H-20 500 GAL. CHAMBERS " 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Seapuit River OUTLET DEPTH = 14 Road USE (6 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4� STONE AT ENDS AND 4' AT SIDES , LEACHING 9. COMPONENTS NOT TO BE .BACKFILLED OR CONCEALED WITHOUT FOUNDATION 18' SEPTIC TANK 33' D BOX 28 FACILITY 6•99 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS MAP FROM BOARD OF HEALTH. SCALE 1"=2000'f 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ASSESSORS MAP 51 PARCEL 14-2 MA LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS IS WITHIN FEMA FLOOD ZONES APPROVED DATE BOARD OF HEALTH BOTTOM TH 3 EL. 13.5' TO COMMENCEMENT OF WORK. ON COMMUNITY PANEL #250001 0018D DATED REV. 7/2/92 EXISTING LOCUS IS WITHIN AP DISTRICT \ GARAGE /+22�g \ 19 6122.85 ZONING SUMMARY \ i -� ZONING DISTRICT- RF-1 23.06 w \ N MIN. LOT SIZE 87,120 S.F. 20. N \ MIN. FRONT SETBACK 30* 22.69 \\ 23 3 MIN. REAR MIN. SIDE SSETBAACK 15'* �9 SITE LOCATED WITHIN POD 53 `\ *ADD'LSSETB SETBACK DISTANCES RR REQUIRED PER TEST HOLE LOGS -I-23.62 OYSTER HARBORS DECLARATION OF OR \-�23.64 n DEVELOPMENT RESTRICTIONS III \ ~ gyp= v l' \ 3.t44.13 \ �. ENGINEER: SULLIVAN ENGINEERING, INC. ENGINEER: DAVID FLAHERTY, RS REFERENCES /�g� 09 ,T \ Z WITNESS: DON DESMARAIS, RS WITNESS: DON DESMARAIS, RS RA 5 8.35 I i (o NI �0 20 \ I \ O DATE: 3/18/05 3/1/07 LCP 15354-132 DATE: EXIST. CONDITIONS PLAN PREPARED FOR PERC. RATE = < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH TOM OLSEN BY CAPESURV, DATED 2/28/95 / i I 16.20 4.0 I (f} CLASS I SOILS P# 10,905 CLASS I SOILS PSI 11646 BARNSTABLE GIS SYSTEM / jj04 + 4. TH 2 .98 \1 1 414.99 �I �' 23.94 GAR. SLAB # y I I � I 5.6 / 10• Q ELEV. � ELEV. � ELEV. � ELEV. / I 1 +2 .86 I Q 0" 'V' 24.5' 0" 24.0 0" V' 24.5 0" V' 24.5 RA 4 8.29 I � � O 0 A/E -- / LIJ I Q 1 +21.13 Q " A/E +17 I 25. \ 5.0 I TH,3 4 1 OYR 2/1 3" 1 OYR 2/1 �i OI 1 .8 + ® I \\ A A LS LS +15. 3 \ +24.65 ` % SL SL 1OYR 3/2 /Q) U I I / }-24.87 +25.22 \ 0 1 �� 1\ �24.17 6" 10YR 4/2 5" 10YR 4/2 10" 12" 10YR 3/2 c„ - \\ E E I 5.11 ` 2 k Q f �; J a e J I I 8. 1 \ a }-24.l u - „ »; � N I j \ TH 4 \ 12 10YR 5 3, 8 10YR 5 3 o / L.i1 \ ° ° ° \ \ \\ Ls I I B B LS O N Q I �- 6. 7 +22.6 __ PROP. 7 BR DWELL. 16t7 \ / \ \\ LS LS 1 OYR 4/6 10YR 4 6 J]f16.4I ' /� - ��� ` \ /� \ ,` PROVIDE VENT WITH CHARCOAL FILTER 24" 10YR 4/4 2.5' 22" 10YR 4/4 2.2' 24" 22.5' 30" / 22.0' 1A98 / �� \ AND BUGSCREEN (FINAL PLACEMENT WITH i 24. 4 1 \ 26. "5 \ HOMEOWNER CONSULTATION) 4, / / \ .4 \ W \\ PROVIDE APPROPRIATE SCREENING PERC C ` FF ELEV. 28.0' � +25. \ TH 1 ��\'- Z \\ O O C +d / i / TOP FNDN. = 27.0 \ ,- - \ IM, \\6 1 ` / \ \\ N \\ SAND SAND PERC 1 .14 MS MS PROP. I -k-24.08 E 6.80 / / 18.2 +22.6 POOL +25.95 i W \ \ \ 2.5Y 6/6 2.5Y 6/6 RA 3 / / ` / +24.s7 \\ \ \� 2.5Y 5/6 2.5Y 5/6 / +18.2 j +25.54 \ .' 26- \ \4 120" 132" 13.5' 126" 14.0' +26.2 14.5 120 14.0 z / 17 8/ # NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED / 1' - \ LOT 232 \ / 47,916 SFf v / 18.96 / 22.97 0. 90 .2 CB DH \ 1d2� w 25.40 BENCHMARK \ NVGD EL T TLE 5 ) tilT PL 241 � , PROPANE TANK 24.2' �/ / / 18.97 / +26.29 2,5 �, +24.14 �-23.59 26 24.5� 26. 'I'2 - -- -,�6 _ 23.85 OF / 9.96 �1 EDGE OF DRIVE --... 3_ - ' - / / �18.5 C�NVNr( FENCE X Z -{-287 44O D-ISLAND DRIVE 0.0 18. 8 OSTERVILLE / POOL EQUI (vP 27 PREPARED FOR h / +20.4 / °0 / O N 26.91 +27. - 17. ✓t 7.7 POOL AREA IXIST. DWELL. TOM QUINN 19.32 FF = 29.4' DATE: MARCH 5, 2007 Scale: 1"= 20' 0 10 20 30 40 50 FEET off. 508-362-4541 fax 508-362-9880 ARNE down cape engineering, inc. kRNE H. i nI II, � CIVIL ENGINEERS Nod, LAND SURVEYORS UR"J 939 main St. Yarmouth, ma 02675 DATE ARNE H. , P.E., P.L.S. 07-0>5 (7 BR) 07-015 SP-7BR.DWG (SBO) n�z•• 1�%maru �f -- GENERAL NOTES ,-''� ny ri/,✓i�, � G7�f� Z7�, DESIGN DATA w �, r N \ DAILY FLOW: ( 2 .) L'rL=DROOM5 x I 10 chD - ehcf I . CONTRACTOR TO BE RE5PON51BLE FOR THE LOCATION �f < , Free To BE LAIC Level FOR sePTlc SANK: GPD x 200% = o GPD;'� OF ALL UTILITIES, ABOVE k, UNDERGROUND, PRIOR TO °- y 2 OUT OF DISTRIBUTION BOX USE: / Oo GALLON PRECAST SEPTIC TANK��o / ANY EXCAVATION OR CONSTRUCTION. { j 4" SCH 40 PVG PIPE 2" LAYER OF 3/6" PEASTONE OVER DISTRIBUTION BOX: � i/ -Zo) 2. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE T.O.F. @ 3/4„ _ q?� 1 1/2 USE: DB-6 �DOUBLE WASHED STONE -cL ?�� Q EL. � , o o solL ABsoRPTION sYSTe 7. _ WITH 3 1 0 CMR 1 5.00: TITLE V. / �. `+1 , TOP @ EL. Z o, s U5E 6G-) I 3�a, . TH15 PLAN 15 NOT TO BE U5ED FOR PROPERTY LINE I� 23. it/ Y1 � BOTTOM @ EL,l6', c� 0 INSTALL G�d�r� DETERMINATION. �. �, o ,-,,� •-�.o,y� W IN OUTLrT TL'C �I �J8 '� —�' ?• ,D/ oX Zo:S� - CAPACITY: 4. ALL DISTURBED AREAS ARE TO BE LOAMEID SEEDED. 3 1 a �3,�/0 :.1.�% ��-?c'� � 51DEWALL AREA: /%y�l Z �: o. 75•� _ ?�3./ w � •! �� Z- - �� 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY N __?_.�� BOTTOM AREA: /� x / �;p. 7�/ _ >G•7. ��.�•�.,�,� - zy3 - 7.'3.�, � ��.G•� REQUIRED INSPECTIONS f Q BorroM TH @ .Y#j EL./ .S G. TH15 SYSTEM 15 NOT DF51GNED FOR THE USE OF A � I GARBAGE D15FO5AL. 5EPTIC SYSTEM PROFILE D E B RVATION •HOLE LOG5 DATE: 3--'3- o f P� %�o>` Y . SYW TEST BY: s I , WITNE55: P E RC RATE: < �.L-i�..��i.,i< ,,/ -_ �� ;c—�'.�✓�.i►i` i <. DEEP OBSERVATION HOLE #I EL. Zr�, DL:PTH 501E SOIL FF;OM SOIL COLOR 501L OTHER HORIZON TEXTURE SUF;:FACE (MUNSELL) MOTTLING Gam- /z N zz j DEEP OBSERVATION HOLE #2 EL. Zyo 1 FRDM SOIL SOIL % 1 HORIZON TEXTURE SOIL COLOR SOIL OTHER SURFACE (MUNSELL) MOTTLING r' 14) - q Vf'' I / // f' \� DEEP OBSERVATION HOLE #3 EL. =��5 �I DEPTH SOIL SOIL SOIL COLOR SOIL OfhER MUNSELL HORIZON TEXTURE MOT SURr�AGE ( ) TLING U A- V�N' 6-", z z, -< _ I i v V` N 4 (J 1 I O �� DEEP OBSERVATION MOLE OL #4 EL.DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER HORIZON TEXTURE v SURFACE (MUNSELL) MOTTLING _ y 11190 4 7 M ! \ I i , 0 j 0 .y/Vc i / r /; � �/•� I I( S c<'�,�1,� r O5'� o � __ /`/o Gc/.�7 T�j� �i✓C,�cJ,:/T"E,�`.� r- Iq SATE --- SEWAGE PLAN o • / � / ► / FOR' ar PREPARED FOR r 2 Z 2 .fir- .�✓ of Mqs y r� ; --..,, , fil✓-ze nOF jy ���o� rr 't, SCALE: DATE: DRAWN BY• m �r:U1.1J;1 1 B ki �,STEVEN tiG ETC VEN Vv �1 DA IEf GN Y! ,' pA„yli l_ h \r, Cj �_� r, ``r /.RUMB t,0 35'1,3� .' F N a' C i JOB NUMBER: . REVISION: 7- 5 -o �35 SKEET NUMBER: .., •, �,�aW' l � A ADO �Qy .a r, ''CJr c 1J'' �,a. ,_, ��� � i '� •f',' '-.. � S.i kir '„ a YVy f'--i S/ONAL b WELLER A550CIATE5 7 �— .� —C) 7 1 G45 FALMOUTIH RD., SUITE 4C -�- P.O. BOX 4 17 CENTERVILLE, MA 02G32 2 WINDY WAY, #232 NANTUCKET, MA 02554 TEL.: (508) 775-0735 -�- FAX: (508) 775-0754 Y f EMAIL: tr15WCIICr@C0MGa5t.net I PROFE5510NAL ENGINEERS LAND 5URVEYOR5 No T N DESIGN DATA GENERAL NOTE5 I' 7 ,L, G Y N u DAILY FLOW: ( � ) BEDROOMS x 110 QPD = y��' GPD 1 . CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION Q PIPE TO BE LAID LEVEL FOR SEPTIC TANK: GPD x 200% = ° GPD5�� OF ALL UTILITIES, ABOVE * UNDERGROUND, PRIOR TO a "! 2' OUT OF D15TRIBUTION BOX USE: />'cno GALLON PRECAST SEPTIC TTANKC�o�-,�/ ANY EXCAVATION OR CONSTRUCTION. \ 4 SCH 40 PVC PIPE w DISTRIBUTION BOX: 2 LAYER OF 3/8 PEASTONE OVER � aQ. T.O.F. @ 3/4" - I I/2" DOUBLE WASHED STONE USE: DB-6 �f/ -Za) 2. SEPTIC SYSTEM 15 TO BE INSTALLED IN COMPLIANCE qao �, Q SOIL ABSORPTION 5Y5TEM: i , , WITH 3 1 0 CM R 1 5.00: TITLE V. Q TOP @ EL. Zo, .5o USE: ��� X B,�X Z soo C� C�2YC4J`L ,-- -s o.. ` �� �. - sT�,,�` �� �rz�, �,,,,,� 3. THI5 PLAN IS NOT TO BE USED FOR PROPERTY LINE I�� zs° D.ey'L�JEG.� C�- Zo) 7, 01 , 0 INSTALL GAS BAFFLE , /�/8 /� ./may+ BOTTOM @ EL./S,s'© DETERMINATION. p IN OUTLET TEE ^' �� . • / � zo'S CAPACITY: , , 4. ALL D15TURBED AREA5 ARE TO BE LOAMED * SEEDED. (n (//-0a) 51DEWALL AREA: /%y�l Z X o, 7�/ - z/.3,/ Lu ' BOTTOM AREA: /.3 'x �9',�a, �y acy> �, 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY �� t 7 C7 ''� REQUIRED INSPECTIONS*. Q , ,i clw, �'AsT BOTTOM TH #3 @ EL./•�,S G. TH15 SYSTEM 15 NOT DESIGNED FOR THE USE OF A T'�'`'�'�" � d'-'� '% '``.�-') GARBAGE DISPOSAL. ' 5EPTIC 5Y5TEM PROFILE — DEEP OE35ERVATION HOLE LOG5 � Wz DATE: TEST WITNESS:. ,o, ,��=��A�..�i� ,v, ,a�s�iar-��i� �s PERC RATE: . c DEEP OBSERVATION HOLE #I EL. z' y s j ���M 501L 501L 501L COLOR SOIL OTHER I 1 HORIZON TEXTURE (MUN5ELL) MOTTLING SUP,FACE el - /z y G, 5, /oye•�3 s; ,✓ DEEP OBSERVATION HOLE #2 EL. Z�o l'l 1 DEPTH SOIL SOIL 501L COLOR 501L FROM HORIZON TEXTURE OTHER SURFACE (MUNSELL) MOTTLING G'tz/91,16L 7 /, U�/C / g µ •/' /O Z iVA- z.5y /cam DEEP OBSERVATION HOLE #3 EL.74r � �-- / DEPTH 501L SOIL FROM HORIZON TEXTURE SOIL COLOR 501E OTHER (MUN5ELL) MOTTLING � 1 q 1 , �c, ?Z. - -G. O / / DEEP OBSERVATION HOLE #4 EL. Z� d" r DEPTH SOIL SOIL FROM SOIL COLOR SOIL OTHER HORIZON TEXTURE (MUN5ELL) MOTTLING SURFACE ; ,J 3 ` O 1 , ch 1191E \\/ V �^ �' �I (� � % � r Q I� I � ,� �/�i• � � � � Wl, �� .. O z ,a l� �o .Z� G, 5, /oyt %/c, • r' \ i I p� \ -�„_ -- 1 l` , ,/�/ � � _..•.- —'-., Y ol G.,�) 2 0 0 ' J / �_x-- i / FFF- 51TF --- 5F:WAGF PLAN :�31 fc;) Ip, A C 5 d _I // tV -� - �~ D FOR ''� X <1 I R N �7C� 2-t-li�/.v /sGr9�0 D�' ="T�l PREPARED FOR SCALE: DRAWN BY: ,�;:��- '- Y • r) - sr+o� iw,as t t, „ DATE: SY '01 ABA i,Jv575�'\ ,� �,: �� JOB NUMBER: REVISION: 2- S -off SHEET NUMBER: gg No. '?ti°4 �� �/� I�I 7 NA WELL ER ASSOCIATES l 1645 FALMOUTH RD., SUITE 4C -�- P.O. BOX 4 17 CENTERVILLE, MA 02632 ' 2 WINDY WAY, #232 NANTUCKET, NIA 02554 TEL.: (508) 775-0735 --- ' FAX: (506) 775-0754 EMAIL: tr15W611er@comca5t.net 4 PROFESSIONAL ENGINEERS LAND 5URVEYOR5 0