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HomeMy WebLinkAbout0130 BONE HILL ROAD - Health 130 Bone Hi.11 Road _ - 118 ( Barnstable Na > y. i } i i No. a Fee E; / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y PUBLIC HEALTH DIVISION -TOWN OF BARMUBLE, MASSACHUSETTS Yes 9pplitation for Misposal *pstem Construction permit Application for a Permit to Construct Y/Q Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I-SO $W-& ,�N Ron• Owner's Name,Address,and Tel.No. tM soya.\. % Assessor's Map/Parcel cog, VA%h V-mNso Installer's Name,Address,and Tel.No. (?ab4X4r Designer's Name,Address,and Tel.No. Z Z2 C �,.�e-�4.eo s� C.• �r sc� �s���w..,._5 5.4 %w,5 t��s 5��3-21-io- b- r1w •.� r ,O So .o. o Z�S2 ,x,.aywr u/� t92 1 Type of Building: vo -o2w%\ 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) (o(pp gpd Design flow provided gpd Plan Date q-\- \` Number of sheets o1. Revision Date Title S.cp L Sv&,k4L,,_ Size of Septic Tank Type of S.A.S. Description of Soil A� X C 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 H Date 8- Application Approved by Date 5� `aD Application Disapproved by Date for the following reasons Permit No. d•C5 1 a 7-1P 'D, Date Issued No. (� �`l� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 0 €� 1• 4 a, Yes 9 PUBLIC HEALTH DIVISION - TOWN OF.BARNSTABLE, MASSACHUSETTS 2pplitation for Misposal 6pstem Construction Permit Application for a Permit to Construct V-� Repair r) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. \"�a `� ��� �Q" CkOwner's Name Address,and Tel.No. Assessor's Map/Parcel 3S i f��+ (�\'}_ (G"}�- �1��`I vh�D,,uZ\\b Install r' Name Add ess,an Tel.No. Rab•�: ���� p1 Designer's Name,Address,and Tel.N Type of Building: 13 d`2 W L}���-WA o7 w,>\ 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) 6,& gpd Design flow provided gpd Plan Date �'�' \ Number of sheets Revision Date Title ��— Size of Septic\Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: The Y undersigned agrees to ensure the construction and maintenance of the afore`described on-site sewagedisposal osal 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 alth. lgn Date Application Approved by Date Application Disapproved by Date i for the following reasons Permit No. � kD Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS'TO CERT-IF\Y,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded(� Abandoned( )by QU' t at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'�01 Q a(OD dated Installer Designer b d ooms.. Approved design flow (A0 gpd The issuance of this permit shall not be construed as a guarantee that the system will' as design . Date p Inspector No.CJ Fee c7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstetn Construction i3ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(v"f Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction�must bre�com leted within three years of the date of this pe it. j Date a )P���1 Approved by r ' TOWN OF BARNSTABLE LOCATION /3 0 Go w E 2_oAD SEWAGE# a aka ,a boL VILLAGE C n MA!?U l d ASSESSOR'S MAP&PARCEL ��,� ( �' 00 INSTALLERS NAME&PHONE NO. No 44.14&AS4 C. m.S+n vc{l,til 509 SrG 77►3 r SEPTIC TANK CAPACITY 00(3 GA 1<c N LEACHING FACILITY:(type) cSr' 56g A I CdAnSmi (size) S.3 "if It' NO.OF BEDROOMS OWNER LLl S i'►. V G o G l PERMIT DATE: S�a O 1;L COMPLIANCE DATE: 3 1 2. f, :Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /✓A Feet Private Water Supply Well and Leaching Facility(If any wells exist J 4a on site or within 200 feet of leaching facility) A ? Feet Edge of Wetland and Leaching Facil ty(If any,wetlan exist within 300 feet of leaching facil• ) Feet FURNISHED BY C. ~ ov rn� w N o r az O Tip►, avid He wi Fk serh6 a D In Si hl UJH +-ht � e pe(VV4 wa) lv�j-tAller GAS l0e ID", 017-1 1,z� Ez rcoched 0-� -hvld 4 . s w ► —r>n� ��l�a(le� a ��� �� � �� ► 3 Health Master Detail Page 1 of 1 Logged In As: TOWN\parvinl Health Master Detail Friday,August 31 2012 Application Center Parcel Lookup Selection Items Reports Parcel I Septic Perc Well I Fuel Tank Parcel: 351-008 Location: 130 BONE HILL ROAD, BARNSTABLE Owner: VOGEL, MARTIN L&PHYLLIS M TRS Septic 1,8/20/2012 New Septic... Permit number: 2012262 Permit type: New Construction -„ Complete system: EJ Issue date : 8/20/2012 Complete date : r Septic tank size: 1500 Type/Size of SAS: 5-500 gallon chambers Installer: Tulloch, Robert S. , Northeast Construction Card on file: I/A service type: Select service Innovative/Alternative Technology type: Select IA type - Variance date : r_ Abandon complete date : Abandon permit number I Repair deadline date : Repair notification date : Keyword Comments: 4 bedroom i Y Delete Septic New Inspection Number Inspection Date Inspector Result 0 Select Inspector C Select result �- Received Date Comments 8/31/2012 S e Septic Changes Return to Lookup V V " � 2 http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=351008 8/31/2012 03/31/2012 13:53 5088368532 NORTHEAST COI,5TRUCT PAGE 01 Town of Barnstable Itepletory Strvicts 'I'ho'Mal F.C�Wlor,1)lrac4or sum Public Hadth tD"' ' ion Thomas MeKnn$Dir=Wr 200 Asia met, Hyaaals,MA 02601 Office; 508-862-4644 Fax, 508-790.6304 Date: y"y—LO 1 Z Sewage Pernslt# Assessor's MaptParcel :?E( c��3 Installer l Designer CertMeatlon Form Dedper: C A%n1 C. CLt- - KS Installers �1o�Z Ham_ $T't„�--�,�) Address: �� • • C l-t,S Sc r6..r Address: �o gay ZtS-Z bAj1TR-- 02631 6ftrws4ea MA 02631 on oRr r 611%A4--r" eras imued a permit to install a (dated (xzesta�� septic system at 130 god f4lL.` based an a design drawn by J (address) . �(I dratted Zo,? (de51'ger) a�certify that the septic system referenced above was isastallcd substantially according to the desist,which may include minor approved changes such as lateral relocation of the distribution box and/or septic to*. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of arty con!p rent of the septic system)but in accordance with State&Ima ns. Plan revision.ora . certified as-built by designer to fallow. Stripout(if re wall ted and.,the shills E W were found satisfactory. JASON 9cy�N o CHRISTOPHER ELLIS er s ignature) No. 1126 ' � o Sq NI TARS P, toner s S tore} (A ux i Mimp ere A&M MUM IQ l�Al�l1t9T L.M � .t . .A .T€l ) 191 , rMEORCATIE TDAI�IIC Y®tTa gbE�°we�Ormildwigeerarr�if,aat;mu[vim.d�c i J.C. ELLIS DESIGN COMPANY, INC. SEPTIC SYSTEM DESIGN&ENGINEERING—SEPTIC INSPECTION— SITE PLANNING—W-ET ,,AND CONSULTATION&PERMITTING P.O.BOX 2152,BREWSTER,MA 02631 PHONE 508-385-2228 FAX 508-385-2328 EMAIL jcellisdesign@verizon.net ***SEPTIC SYSTEM CERTIFICATE OF COMPLIANCE*** Town of Barnstable Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Dear Board, An inspection was performed of the newly installed septic system at: Property Address: 130 Bone Hill Road Assessor's Map: 351 Parcel: 008 Owner: Phyllis M. Vogel Installation Date: August 30,2012 Installer:Northeast Construction It has been determined that this system,as installed, substantially meets the requirements of 310 CMR 15.000 (Title 5)and the Barnstable Board of Health Regulations. 11A OF 4148S. r 0 tiG / CH ISTO HER I� EL 12 �F L.S.I.T. Se _t" 12 1 3 Jul 10 12 12:48p Trinity Place 6179480845 p,1 • 'k } TRINITY PLACE CONDOMINIUM PHONE 617 - 948 - 9900 FAX 617 - 948 - 0845 FACSIMILE TRANSMITTAL SHEET L O: FROM: r t-1( C.CM1'PAV P: 1)AT PRX NtiA•IF31?Rc '1*01',U NO.OF PATES INCLUDING COVE-R: PIiOVHNUM1iI1f:R: SENDER'S R.FFERENCENUMBER: . Ills YOUR REF.WNCE NUM3EL ❑URGENT ❑FOR R1;;V[EkG' ❑PLLASE C,oNojEi`T ❑PLEASE REPLY ❑ PC,N'.SE RECYCLE 1;01 rS;f;0�9i�TNTs: L f ONE HUNTINGTON AVTNUE — BOSTON — MASSACHUSETTS 02116 I c! DESIGN CALCULATIONS SECTION DETAIL - COMPONENTS 1. C" ]OP OF OUNU _ NOT TO STALE PATE; I I' 1NUa __. SOIL ABSORPTION SYSTEh1 LKII ING / Uf.0R00u OIYLLUtIC 440 0/P/F1 REVNRF,O —._L�_ Et. 1,fA C»ew a.acr,•Iwnf avun+lc _ i SEPTIC TANK —� (I10 C i'0 i'FR 1FDIt0UiA it 1 Ui:OR0011`.') 1 _' // naD� ,_.+;ALL m-1' DISTRIBUTION BOX t^� v i NO GAROACF.CmNDEP r,U,cwEU -. �_� N��I+�4iZm1r.m?'ir�1�'lii_i I��rl11�ar'IS:flv`?n��lllt _ c-. ...� }il..�_(�L:.�7�::iT[�n_.Ilra:f:�liL:.II4..4�.L:.. :I➢::.171.•:.GI-.17L:"jll`_°Jf , . Stsilr T�'nK: 440 0/11/1)IS 2 890 C/P/O NlVLAEO FL a2 aY' A ealru.0 w,rAKp r+rAercxc.__.. u Me 2U+10 CAI.I.OM SLPTIG TANK. �J_ _. ;_X ( -- �:'.. mil-`- .�Lc.�...L.�r '•, .. IT 9'OJ-.PSY9tIPn0.A..SYsrci: �EL`A2.6/' D - ( R;ovaxo Gctp wmn r-' _ J S'!, PERC RAZE.• -2 NIN RI -CLASS I SOIL - :Vle:Iww �`E.-35+92• ..._.- "� L�35.75' ..__M1. '• °�• SIOFWAiI. (53 h 12)(2)(2) '• 2FA S.F. _ ( ,,11 o.a• 't-5, 1,''>:Ir Lf) -+ El.S4:EIs' EL SSw PS'•' 1. L:] a hT BOrTOII:(SJI(12).. GAG S.F. ,+,:'. I 1MIN1.CAr W)IL AI wn[tlei 00 (z>o 1 els){o.T+) .: Gc3.04 c/n/o nnovlor:D v ro.�.u•,ur.] aLrn ' 00 USE:(i C00 NN"I D TAIL.. CI•AlADCRS W/STONE00 wr. irwn: �L'LT1J.d' n'i ST ICWN RI DETAIL.. ,. :..f�.n..l�..n nr.. _. in 'EYPANS!CV GAPACIrY PALMED FOR 0 OCOROf.IEI tl.OW / I•- _ DEEP HOLE DATA j°° f..- IEDGE OF W0005 co ----' _ t•anrunuLu fit:aAauN C.eu+s,M.S.. s.e. MOTES � -- WITNESSED BY: DON DESIANWIS.OARNSTAOE 8m Lr r/\ + ; N l\ \ .1.AL.I.PRECAST COLwONEN15 rD OE N-10 RATED.ALL TEST D0.TEc AUGUST 2E.2011 J�r /' r•.• - - .,- '\ d2 CULIMILIYrS wild ANY ANNUTATEO YCIRCULN2 TRAFFIC I .0 J_/ / / _ _.._. 10 BE H-20 PATED. et•n. euv. I;r,-UI #2 n[v. ` AS i�Iplf.� 1 _ 2. ELEVAfpN OAIULI 19 FROM USCS(IUAO h4W. A ��ff]ff] _,. ,:•. PRn USFl) J. MUNICIPAL WA1ER IS AVNIPdLE. / s'Ao'i Lwkw. %\,l'�`-1 A 4.ALL CONSTRUCTION 90 CON/ONN WISH31U CNN ML.130 ' woor�o,N 32 l/ j r o {�'- _ AND ALL OrNER APPLICAGLE LOCAL,STATE AND FEDERAL ^ 1 Is mw./. _ ]r.IN' Lp'------- ��-..-- .]u.u• JJ1 u / ( :w a ••... } A4 CODES AND RECUUIIgNS. towsK G,m to——11 - / / { " .'irf- _ z `\ -\ 9. INSULLEN/CONTRACCOR (0 NWri,W rk VeNIT7 ALL p w �+nn _,,. FLFVAr¢ly5 ANO OETAI;,C ANO RM.1fil ANY iiKri I'PAICIF.S t`7 -AI.4' p.!' -lrnge' T% / / 1:';�fi \` TO DESICNEN PRIOR TO CCUSMUCTION ON ASSt)UV All +•tt rOIN SAry V.MII- ! / - NF9YONSNIII ITY. r ArAb/� _ms/•- / / _ "\ U.IIISTAILER/COMRAcrolt is RESPOtisiaLC FOR NAINrA11NNC Gi [; 1/ __ Y- fjJS w - \ --35, SAVE WORK Nilll,VE'RIFUIC ALL UF:U IIlS AhTA NOTIFYING na -N,UNP / C 2A C RIIC-P M, W _+FE PRIOR TO OONS1RIfCHON. ti wiw //CA Gu r AA .• - ..V. '.p w :0. _ 7/ ANY iviciCHANGES n WC OLV4ey T ELLI.1 1/I1$FI AV .AND / eprR6/s \ OC RD OF IR WRI}u1C DY J. R IT DF:T!aFr Ctl.AND I L ° .a A.1 CRC AA•c �'\ OOARD OF FIEU.IN. !7 Ptl IN <]N'll N r u C,ISSPCOL 30 O. WI541 C T' -2b.W FD'- ia, `� F OVER f5.0 C:UMIVNCN b 15 NOT TO EXC._ED S NU wuW W:VUNIIN60 R4 walt'r UIlpIXUfPfU Oviloo) ' % / \ - PEN 310 CNR IS.000. 1' `I■ \ O. ALL APAFIDONED SEPTIC SrSIEU COLIPONt_NIS CO IPE 41AIN ii3 _ fIEV. OEFRI JiY _ ELLV.U[PIM rJ nlx 10 / - u \ `�8 PUUUEO DAY AND FILLED WIIN CLEAN vxu oil AFEICIVER :nJ 7.G0..• #A -alp• A-- .I.Oe'\ ' ._ rJ`� -Ti \ AND KFPUI'Fn wim nFAN SAIID. JAn,r L.ow LAl1T tcAu Wn4r LVY J / 1'- 9.ri - \ IA" ALL COLIPONF.F115 TO RE RRrrNO[fl WITII YIAN!NFIDIIT _ to1Rn/1 14TN•/1 I�RI/< r r)/- / ` ( 1 5 1 `\ \ ACCESS POR13 O ilON P°OF FINISH CRADE. ._�..n l.o'-- -__a.np' �c ! 1�a; I 4h \ ,'\ ` 1 t.ALL S.-r'TIC to\"cS,1) YRrEURON BOXES A40 PIP:NC TO LUwi SNIP A>•/ tcern servo l vom 1 ! .. -_.� �- ' :.i• OPHER IA \ DE RJSIALLCO WM NJ 11 rorXSrO 17n1y/o w \ \ 12. NO KNOWN WFLI,S EXISY WIRI'N 100'OF VIcOPOSEO a]' - ---_,a,,e' 2.a' .._. -.u,°• r.>' -]a+a •� PNUPf]SLU 11 ECACII ME/t of [I Gl I SEPTPC rAN1C--''�_ ) 0 •H \ \ I3.EXUIYAIE ALL U14101 ADLE SQL AS NECESS/WY 0' AROCNO '+Lrf LOAN :try LWAI - SItiI IOAN 1�1 it r AND UNDER S.A.S.OONN TO C2 SAYER AND RCPtACL:YI)fil rooup ... iorRa/• ItnR3/. +2! / �i�lEa �`� l-� P.EAU NEDIUII SANG. -al-b?• U C9 [7 `T•Tr� N ___ In, YNOVIUF VEPIr MRN CNAKCOAL FII i[ft ON 9.A.9. WIF-It r+nr-NTGnd ME-NCDUU , �i'� � y / / 19- I`KOVtOE CLFANOVI3 Cil ALL 11EKOS APO MTERSECTION3 we R/:v sv10 w1 sAI wrp W/r:LT �, / JAI30N Ii.S. / / ALONG RUILDINo SMfA. l emnp CLEANOUT JIM<IO PASSE °V RATIE P viN'E TRY. K---_•_f.� __.x / �/ A'p Kd VMS.[r+[O•,Nr{xtpltA' Ia.a I'D OASIS Cled rraEll ia.l' I].�'rw F•D)r VKoUN+UL,]pl,bA' / N , ,,%`;; +* SEPTIC SYSTEM UPGRADE PLAN / nRIS IN,c/'" J.C. ELLIS DESIGN suoecr. YI'trr IYP. Ittl. Aa/ ' A ( t% r.L. 130 BONE 'HILL ROAD PARNSTADLE, MA PXENMFO FON: .. _- U U Q O O IYCA`/ATION _ -, PHYLLIS M. VOGEL _ 1 HUN[fNGI'ON AVENUE ` �T : :r;� _ — / \ J/ t,,l�;`L--� BOSTON, MA 02115 ._- --------I-----�-----"/ ! 1 y) ASSEssON's .. .� _... DISIMdUT11N J SCALL: 1- AU' LUCII C;mVi)m Box UIG IRIOUTA•.N I Gi P.O. OOX 2152 MAP 351 PAiCEI.003 IYi•. S.A.S. DETAIL LINE TYI+, /G-'/ r J—T ` !` D tEW51 A�NA20A631 UATF: MEANER 1, 2011 ._-__—` • . '�� bnaB: cet0eda bl AOaru:n_A°I sHEC1 T OF i I N CV I � I I CC LOCUS MAP CAPE COD UAY PAR 3Ak PAI<CEL 66 J 3nt:7U' RQP.q� LOCUS .�. LANE r �p ROUTC A N fJ MAP 352 - �Ia � PARCEL 12 Ln alb " r� ✓ t o II NOT TO SCALF. ,•ltJ 1 �. -'�(LL 1 00 - �0 C trr' ECIA OF WOODS ..-. -....OD 30)r.' ,�i rr !•�� �� -A!'-PROPOSED J r i r 1!O J." 2y CESSPOOL 315038 i 1 i I i Ij 1 (ADANDOII)` AREA IJ.W S51 PARCEL e. -i GY,,�� i l t 1 (( I. 1 - - LL12 1 j' \ `•\ - ., r 1 I i i 1 i t � 32 y _ �PNVPCSED �- I 1 I I 1 1 llgy SEf�C 1A-tK ' I 11 i � t I r 20 �l�1r� i I EUG£GF WOODS-- _.!G r „I �. 3d _ I EOCE or WOOD$ r ! lriit11�:,:0' I r r .'r �i i ' 22 47.07 f, i , E -Re:o+ r (22 v)) prt11.T i AmIOR r r rl ; i ,. _ J r t t (( m � .42) •/�r 'r I 1 ; �•/..-,yl� r 1 I' r....' 11 ._,b'.. }� �.����C „�t�` I+ fJ UM 151 y di 5 r1 l PARQft.7-7 p id �f��,5 r Sr.Mf isnxo fi`s m to COTTAO£, rl 7N 1 I /�°•... r .�'�. .�T' ^"tbvJ� r V011U '•. \•r I 32 aO LIP s' SEPTIC SYSTEM UPGRADE PLAN 11 r GP J1 G. ELLIS DESIGN I i^rrq ti'r JB' SUUJF,Ci! mm Dr 72s' PARCEL IT-3 _ __ 130 BONE HILL ROAD 'vLa - __ SQ �7m�7`t-' OhKNSYABLE. MA `-fIIILI�J,JII•7- `�Ot•eras' q0_E �' _ar, `'yam �,I _ PHYLLIS M. VOGEL F p; Cool to 2R�� 3y 1 I tUN fII 1 UE BO$iON, M PAA 027.1 ti td 1O PROPERTY OiYN£R AND P.O.£OX 21 A2 ASSESSOR'S Pr�r9iC'iL SCALE.: 1b 00' CVxTRAMRS T9 VERIFY 0R P.S-IFR�IAA 07631 V.P 3?I PARCEI.00A r,�1tl ALL WATER UNE3 AND 0A9 (hOi)}2dU-'lTYU - --- I JASON k.S, u1lLlncs oTi rltorcnrr. er�u: nlroesrgttivuronn.unt UAIEt SLHIEMHA 1,2.11 REti15ED: SNEF.T f (IF 2 I � N N O V� I � i ^Torun t f Barnstable Department otReRnlalory Services �Y r ena�rxeta£ Public Health Division Date AVL ?,OO Mmm Street Hymmis MA OaGOI We Scheduled 614) 11 Time feet I'd._ � Soil Suitability Assessment far Sew is osal Porfarnnw El': Wune.:xeE t1Y_.._. ..... LOCATION&GENERAL INFORMATION n Location A,ldrens 1230 %lbyk9L WA i..i. 0-1ceaNye MA%T►.i ;F l414,4.4s Ya 6 4�" Addrexa I Ww r'"b%t Avir.0 I4a3 3 Be 1,*-o rAA oZm. Awawos'sMap/ft+ol: ?5-( ova bngittLc:'dNttroc IA pN e— NEWCONSTRIICTION REPAfR Tolephonc9 � � XUAa Land Uw -- � tAff _ Slopes(9e) �[S-1�p SurA>ce Stares _-- . Distanecdnom; Open Water body ._ti Poxdble Wet Area�+lq.__R lhinkiag Water Well tNf!�k h Drainage Way--N.I! ft propeny Una_l��°#~ tT othw fN; - . SKETCH:(Sheet name,dinicPbio.*of lot,exact locations of test bulea fiG pore test:,locate wetlands in pnrxin Cs to boles) _ �•J Pd�cntr:+n,,xidt(>;col, iej 2 at't:-+t31r Dapthtvscdiock.. 100,-f— - Dtbth to(nfoundwdter Standing Watt;in Hale: - tN� Weeping tibm Pit Fact_n,3 Estiwatcd scnaaaal KOF G"u.-Idwslcr DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Use& " , Moll,ft;,rved sending in ohc hole: in Depth tv soil rnoulea;__ in. Depth to weeping from side of abs.bole: _...,„ jr). Crowndwaner Adj=mtnt ft. bsdex Well ff Reading Data: -'lndea Wd!tvCl--_._ kt.factor A�djj.�Omnmdwater Ltvel... . PERCOLATION TEST Date S/�418 Tim.�Ac] liole YI /�.. fimc a'V, Depth of Pete (k,/:�a7�r.9� Start Pre-soak Time B V Gt7 ']one(T'-G')�_ fiend Pre-sock (SG�_ _—,-- Rant A'bn Mth Site Swwhiliry ArAes mnd: Sde Paai.+ed Site Pnit�: Additional Testi:mNeeded(YN) Original:Public Health Divisinn Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100'of W902134,you must first notify the Barnstable I:onseirvtltiort DiviSiort at Ita$t one(1)week prior to UCginfting. Q:1.SUTTOPTRCP ORM.ppC Td Wd60:ZO ZTOZ VT '6nd 8= S82 80S 'ON SNOHd flsd W08-d Town of Barnstable P# �� � Department of Regulatory Services �/o /� i lic Health Division GGG/ •iunrsntstY. Pub Date � `/ / _ . p 679A6 tee' 200 Main Street,Hyannis MA 02601 _ NIt� I f) Date Scheduled k5_ 1 Time Fee Pd./ 1S--o-�it Suitability Assessment for Sew �isposal Performed By:�gs004 G• E"ve- Witnessed By: LOCATION&GENERAL INFORMATION p Location Address [;0 �O C_,� u, D D Owner's Name�gRt►J T��Il.l.�S Y O (,,. Address I W--'r,V bRt a AVE--0 14,01 6 VAA 0 Z t t Assessor's Map/Parcel: 35'( p u Engineer's Name .�ASoN e • E L V t 1 NEW CONSTRUCTION REPAIR y✓� Telephone# ?of 2 iyr r Land Use ��nj�STl�., � Slopes(%) s w Surface Stones yjt�_- Distances from: Open Water Body N/A ft Possible Wet Area N�A ft Drinking Water Well Pi4z-ft • R Drainage Way It I'roPeny Lire�(� '_P• Otl:ez - N ts? n SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _ Q Faatt J Parent material(geologic) � Depth to Bedrock jt�o •'� Depth to Groundwater: Standing Water in Hole:. �V i� Weeping from Pit Face ► 3 Estimated Seasonal High Groundwater 1 ..„,�Y '••-t - DETERMINATION:FOR SEASONAL HIGH WATER TABLE , Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Time TimeJt=oe� �:. Observation - - _�. _ w%;. a�•� Hole# Time at V s Depth ofPerc S 1 .Time at 6" y=Uo y = Start Pre-soak Time(a3 Time(9"-6") 4 u1&I:P Q i End Pre-soak (S Ch7 ,• Rate Min./Inch - - - Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) !V ' Original: Public Health Division Observation Hole Data To Be Completed on Back.----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION.HOLE LOG Hole#TI Depth from Soil Horizon Soil Texture - Soil Color Soil Other - - Surface(in.) - !USDA) (Munsell) Moulins .(Structure.Stones.Boulders. Con i trnn °i Crave!)- - Z,—J2 DEEP OBSERVATION HOLE LOG Hole# Depth from Sail Horizon Soil Texture Soil Color Soil Othtt Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones.Boulders. n.istrn °b C vd r L4yE�J...-a F StLil IoHyL I��; / DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfacelin.) (USDA) - IMunsell) Mottling (Strudtve.Stones.Boulders. Con,,y'nCra eD 10 A SANDw(_oAtM �17Kn`+t•, 30 6 L:> n r� r L•a��u DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color - Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones.Boulders. ' -= Con'a ncv°j r 1) �fl--PS l.Q�,►�.���..__a�n sly--/ -- 1� �'t C1 t-r-1 ��e.ti. o r / -IoyA 4/7 / ----Asa-�-� - Flood Insurance Rate tau: Above 500 year flood boundary No---- Within 500 year boundary No ✓" Y. - Within.100 year flood boundary No Y Yes - Depth of Naturally Oecurrins 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? ALI If not,what is the depth of naturally occurring pervious material? Certification I certifv that on «41— (date)I have passed the soil evaluator examination approved by the Department of Environ en al Protection and that the above analysis was performed by me consistent with the required training, pe ise and experience described in 310 CMR 15.017. Sigriature Date - - Q•',SEPTICIPERCFORM.DOC - $ f a g Q C1 � s _ T _-• a 2 0 d LOCUS MAP CAPE COD BAY 'MAP 352 i PARCEL 66 -- BONE 351,70' HILL ROAD LOCUS / LANE .. { 26 tt 24 J ROUTE 6A N N MAP 352 is — I ''/ } w � r= PARCEL 32 28., `\ � z � c2 NOT TO SCALE j II I _, 22 30 EDGE OF WOODS ! ----� -- I r I I I � 3 0 _ 5 — i _ I 20 O r I #4 RESERVE r 30 PROPOSED ---------------� 32 _ , , _ . '4- S.A.S. > 34 36 i — —� 130 CESSPOOL 38 (ABANDON) j r 28 28 \ 40 �'/ _-------- \ \�� ��� i j i j _ MAP 351 `1 _ 30 \ �i ` \ I 1 / AREA PARCEL 64 �� �� �� 264,164 S.F.t 6.06 AC.t 32 PROPOSED �� 32 _34 �' �. SEPTIC TANK ,' ,' i' - �' I I 20. \ 38 40 ' /' , , 1 EDGE OF WOODS 36 B EXISTING // \\\ \\ 34 EDGE OF WOODS ,' / DWELLING / i / I \ 22 PORCH 36 �' �' /' 1 I. / Ci i r ' i ' SHED 1 / i �' i 1 22 ; OARbOF< /' tiylrit 1 r � Un 42 44 0 / ,——_ ' � /' •�;r"L/ ,1 1' " I I . I � ,1 1 ' O \ 40 1. \ •'/ i/,i i/�i �\ \\ /� - / // I I II I I II I 1 EXISTING I 1 \ / / I r 1 GARDEN y I •. r -- � ---' GARAGE ' r l I II II 1 24 22 38 0 •�\. '/ �\ i i o i' -'1x , /' I . i i MAP 351' . \ ,-� •j / .' q.i� f• - ♦ l ' PARCEL 7-2 ISTING a \/ / r 26 \ ,� ' -- �i ,•' COTTAGES t �/ // 28 WOOD 30 SHED SEPTIC SYSTEM UPGRADE PLAN UP 34 UP - J.C. ELLIS DESIGN 36 SUBJECT: PARCEL'7-3 130 BONE HILL ROAD ' UP 38 BARNSYABLE, MA (H OF qS :; ' ,' / 38 v ® PREPARED FOR: ON s�Oti 40, ,' PHYLLIS M. VOGEL i 1 HUNTINGTON AVENUE • fff C R OP G�, ,�'�,'� BOSTON, MA 02116 E �.' 38 0 1 6 140 ff ASSESSOR'S G/STERN i' PROPERTY OWNER AND P.O. BOX 2152 CONTRACTORS TO VERIFY BREWSTER, MA 02631 MAP 351 PARCEL 008 SCALE: 1"= 60' S41VITAR ALL WATER LINES AND GAS (508)240-2220 UTILITIES ON PROPERTY. Email: jcellisdesign®verizon.net DATE: SEPTEMBER 1, 2011 SHEET 1 OF 2 JASON C. LDS, R.S. REVISED: JULY 16, 2012 DESIGN CALCULATIONS , SECTION. DETAIL - COMPONENTS FLOW RATE: NOT TO SCALE . EXISTING 4 BEDROOM DWELLING 440 G P D REQUIRED TOP OF FOUNDATION EL.' 43.5t 4----,.SO (110 G/P/D PER BEDROOM x 4 BEDROOMS) SEPTIC TANK. .+. L ABSORPTION SYSTEMEL 3s o't (5) 500 GALLON LEACH CHAMBERS FUTURE PROPOSED 6 BEDROOM DWELLING - 660 G/P/D.REQUIRED EL. 47.07' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DISTRIBUTION BOX 1=III-III-III-III=III,-III=III=III-ITI-III=III III=1�1-1�1=1�1-1�1=1�1-1�1=1� (1.10 G/.P/D PER BEDROOM.x 6`BEDROOMS) n-1 i=1 l-1 -1 n-1 n-i l-i i=i i i=1 I i-L.I-1 =i i_I n-i a-1 I _ L -I - - T I I- I-NO GARBAGE GRINDER ALLOWED I- 7 ...... ....• A. .. 2" OF 1/8" TO 1/2- SEPTIC TANK: A - DOUBLE WASHED PEAS 0NE� 660 G/P/D x 2 = 1320 G/P/0 REQUIRED l; _ •., s,n_,-,;e, USE PROPOSED 2000 GALLON SEPTIC TANK EL 42.67' B PROPOSED 2000 GALLON ® �r SOIL ABSORPTION SYSTEM: SEPTIC TANK EL. 35.92' EL. 35.75' ` . PERC RATE = <2 MIN/IN - CLASS I SOIL EL. 39.5' 2.0' 1 :© SIDEWALL = (53 + 12)(2)(2) = 260 S:F. INSTALL GAS BAFFLE AT OUTLET / EL. 39.25' EL. 35.5' BOTTOM: (53)(12) = 636 S.F. + (260 + 636)(0,74) = 663.04 G/P/D PROVIDED_ 30 3/4" TO 1 1/2" 53' LONG x 12' WIDE x 2' DEEP DOUBLE WASHED STONE USE: (5) 500 GALLON LEACH CHAMBERS W/ STONE - - AS SHOWN IN DETAIL. 30 O i 5 ' F W O• i EDGE 0 ODDS O � 30 � �. - - - �. _ - - - - - •NOTES DEEP HOLE DATA � �'� � - #4 \ \ 1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL PERFORMED BY: JASON`C. ELLIS, R.S., S.E. 32. COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC WITNESSED BY: DON DESMARAIS, BARNSTABLE BOH 30 / / TO BE H-20 RATED. TEST DATE: AUGUST 24, 2011 _ / / 3 � ESE E� � � � , ,� 2. ELEVATION DATUM IS FROM USGS QUAD MAP..' d # R�R PROPOSED \ 3. MUNICIPAL WATER IS AVAILABLE. q / #1 S.A.S. 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 DEPTH # I ELEV. .DEPTH #2 ELEV. 32 � o \ ,- 0.00' 38.25' 0.00' 39.44' / / o \ \ AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL SANDY LOAM SANDY LOAM / /� �34 CODES AND REGULATIONS. 10YR4/4 10YR4/4 / / ° _< \ 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL 1.16' 37.09' 1.0 38.44' - / o = - #2 \ ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES LOAMY SAND LOAMY SAND /^ / / TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL i RESPONSIBILITY. 1 oYRs s � 2.25' Cl/ 36.0' 2,5 ioYC1 36.94' / / // ' \\ 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SILTY LOAM SILTY LOAM - - - / #5 SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING 10YR5/4 10YR5/4 / t_ \ 36 DIG SAFE PRIOR TO CONSTRUCTION. 7.66' 30.59' 11.0' . 28.44' 34:" / - _ \ \ 7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST FINE C MEDIUM FINE C MEDIUM 36 / / / I \ \ BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND SAND W/ SILT SAND W/ SILT i BOARD OF HEALTH. 10YR6/3 10YR6/3 CESSPOOL 38 \ \ 8. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' PERC ® 92' PERC RATE (ABANDON) y / \ \ PER 310 CMR 15,000. <2 MIN/IN <2 MIN/IN 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE 13.16' 25.os' ts.o' za.a4' w 40 / _ \ �38 PUMPED DRY AND FILLED WITH CLEAN SAND OR REMOVED NO WATER ENCOUNTERED NO WATER ENCOUNTERED - \ •/ � � � �•� OF MgS � � \ AND REPLACED WITH CLEAN SAND. , DEPTH #3 ELEV. DEPTH #4 ELEV. DEPTH. #5 - ELEV. / Sq�, \ \ 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT 0.00' 36.3' 0.00' 35.6' 0.00' 41.08' _ j j o`' )ASON sG \ \ ACCESS PORTS WITHIN 6" OF FINISH GRADE. A A A 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO SANDY LOAM SANDY LOAM SANDY LOAM 0 / �� RISTOPHER �'`� \ \ � BE INSTALLED WATERTIGHT. 0.83' 10YR4/4 10YR4/4 10YR4/4 p / ELL \ \ \ - 12. LE KNOWN WELLS EXIST WITHIN 100' OF PROPOSED 35.47' 1.0 34.6' 1.0' 40.08' I PROPOSED \ \ 40 LEACH AREA. LOAMY SAND LOAMY SAND LOAMY SAND I SEPTIC TANK` 26 \ \ -13. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY 5' AROUND t0YR5/6 10YR5/6 10YR5/6 P \ \ AND UNDER S.A.S. DOWN TO C2 LAYER AND REPLACE WITH 2.5' Cl 33.8' 2.0 Cl 33.6' 2.5' Cl 38.58' 42 // F CLEAN MEDIUM SAND. SILTY LOAM SILTY LOAM SILTY LOAM S 1 14. PROVIDE VENT WITH CHARCOAL FILTER ON S.A.S. 10YR5/4 10YR5/4 10YR5/4 / 15. PROVIDE CLEANOUTS ON ALL BENDS AND INTERSECTIONS 9-0' 27.3' 8.5• 27.1' 9.5' 31.58' i.�: / A._ uAS0 S, R.S. -, ALONG BUILDING SEWER. C2 C2 C2 / CLEANOUT/ FINE - MEDIUM FINE - MEDIUM FlNE - MEDIUM TYP.' SAND W/ SILT SAND W/ SILT SAND W/.SILT 42 1OYR6/3 10YR6/3 10YR6/3 PERC RATE PERC RATE PERC RATE 13.5' <2 MIN/IN <2 MIN/IN <2 MIN/IN B 44 SEPTIC .SYSTEM UPGRADE PLAN 22.8' 13.5' 22.1' 13.5' 27.58 NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO WATER.ENCOUNTERED / EXISTING '; DWELLING J.C. ELLIS DESIGN SUBJECT: 53' A I E�.°4�a7 130 BONE HILL ROAD - - - - - 5' 44 BARNSTABLE, MA / VENT 2' 1.2b' TYP. TYP. 1 o PORCH PREPARED FOR: N I I 5 AReoR ® PHYLLIS M. VOGEL O O O O O i EXCAVATION 1 HUNTINGTON AVENUE S.A.S. DETAIL BOSTON, MA 02116 ASSESSOR'S - _ -1- - - - ° DISTRIBUTION P.O. BOX 2152 MAP 351 PARCEL QO$ SCALE: 1"= 30' - - - - - ST - - G/ BREWSTER, MA 02631 -LEACH CHAMBER BOX DISTRIBUTION - (508)385-2228 DATE: SEPTEMBER 1, 2011� TYP. LINE TYP. G /.,1 i Email: jcellisdesign®verizon.net REVISED:JULY 19, 2012 SHEET. 2 OF 2