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0881 SEA VIEW AVENUE - Health
881 Seav ew,Avenue. Osterville A= 090 013 - o R vsn ul open • wowpeows VEM Odd Holes K*OM i i �I ' i a 9' _1 No. �' �-' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION .TOWN OF BARNSTABLE, MASSACHUSETTS 'Fes ✓✓ titatiott for 1 �� -M[sp08aY *pstPttt ConStCUttloIC VPrIYCIt Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon A Womplete System ❑Individual Components Location Address or Lot No. 9161 "fegA`ew ANe Owner's Name,Address,and Tel.No. 8 3-Fe('u;weIPo.��f� � 23a n��'S d Assessor's Map/Parcel 090 D/-71 I taller's Nam Address,and Tel.No. Designer's Name,Address,and Tel.No. 5—a b—SIZE-31 qy V0�1 7 CA'AIS -`� gu//,'vets+ ineel S 7 P® 73-0 S4 ®slerWile Type of Building: Dwelling No.of Bedrooms Lot Size 3j S G/ t' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 5 6 j gpd Plan Date d/Z//W13, Number of sheets / Revision Date Title 67_0woSew / Size of Septic Tank//-/6-0e6 aw1o/t. Type of S.A.S. Description of Soil i"4! 4raVe-n .0 nc ` g [Q e e J- (;-- /6" Af. Y.&0, Al r sue , e LGd�e r' �—/3Z" ,-4 o AP,d. 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 e a not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ign Date Application Approved byq1W&)Wz Date Application Disapproved by Date for the following reasons Permit No. Date Issued ll:,rw-;.r:rr"-;•f5fY11.r-N....:.r*..+.ti^�:+:.k»�.�=`^yt�"-M •.,.,,,:y;; e+�":..^"' ,5.a^-:'�+rMR"+sr;+Y^'c`�snc- �s.ck's`.4qi,.�ies++.+isitir'.F.•.»�^:.+.,wv+,�. �„-.-.. :.y,. ,.a,•n,�.,ropi-s---:-°""�vti.-�r'Y-,. ,:.ru:-v _ NO. rrll v I== __ % Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn puter: nYes � IJ1 PUBLIC HEALTH DIVISION 'ZT-O.WN OF BARNSTABLE, MASSACHUSETTS application for Misposal Opstem Construction 3permit Application for a Permit to Construct( )' Repair( ) Upgrade(A Abandon Wcomplete System ❑Individual Components Location Address or.Lot No. 061 ,S ea Wr, A✓c Owner's Name,Address,and Tel.No. a 5,4e/'v,//e Assessor's Map/Parcel 01_3, ' r Z` �n n,'S 7 9'O 1 Installer's Name Address,and Tel.No. Designer's Name,Address,and Tel.No. 6-v,.9�-qa_3y S/�/ �,CJ�c-0�t01 1 MA -7'7 I - 39f SUl/; vql-, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building PC_5 Z1Pn K� No.of Persons Showers( ) Cafeteria( ) Othei Fixtures Design Flow(min.required) © gpd Design flow provided gpd Plan Date 1 ��/�20/9 ,Number of sheets Revision Date Title / Size of Septic Tank SDo t�rG��o/1 Type of S.A.S. Ze,?e'l,., CZa^e�� ;j,.��r r e► Description of Soil 2 C r Z C— I32-''��t SGe� Nature of Repairs or Alterations(Answer when applicable) ..t, 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 Cod�ot to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. igned Date Application Approved by �C ticT Date ZA r Application Disapproved by�� � /7 1 Date � � V , for the following reasons Permit No. / -�j " d,J Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by UM U �1 ! .G N �l (XU►.� at Ave has been constructed in accord ce /1® f ' with the provisions of Title 5 and the for Disposal System Construction Permit No. rU 0ated ��J .3 Installer Designer r 1 � L16? #bedrooms Approved design flow, 'j gpd The issuance of this permit shall /n`bt be construed as a guarantee that the system 1 fundtioon aIssad)signed. Date j/ -/� / �j Inspector---,.., v� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS { Misposal &pstrm Construction hermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(x) Abandon(,y) System located at © S r �¢'Gf /,'�L,i /4 y p r , 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 e 7mpleted within three years of the date of this permit.roved A bDate h pP Yf � -- TOWN OF BARNSTABLE ' LOCATION �I � �S �eotute-t SEWAGE# 13 -6-4-7^ �VILLAGE ASSESSOR'S MAP&PARCEL ®�®• 43 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I_S'DU -4.4-L- LEACHING FACILITY: (type) --t-%Z_g-Z.QL 1*- (size) llq6-k NO.OF BEDROOMS s°a " L444* 1g&tJ OWNER t o. �lZ� i►c �- PERMIT DATE: / •4�-L3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4- ! 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) ;4 Feet FURNISHED BY ` I_ r C L bT I`B 133 o0 FA AN. q B 6 /9�A ) 7° a -5eavco(,u Ave-, . y:a TOWN OF BARNSTABLE LOCATION (. I �Qcny Q� t4yc # g r:S'ILLAGE QSU rV 4`1Q ASSESSOR'S MAP&PARCEL £�R'S NAME&PHONE NO S r;C.1L �C®ague I -Ic��- 11 7� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Ouk.T wW (size) 100 NO.OF BEDROOMS OWNER tC C e_/ PERMIT DATE: C-6f�DATE:M5P l�lal4�i 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 1 cility) Feet FURNISHED BY� Q Water Line 4 \ 1 4 \ 4 4 \ 4 \ \ \ 4 \ 1 4 • 4 \ \ \ 4 4 4 J f J ! f f f f f ! F f ! f f f f f f f f f f f 4 \ 4 \ \ \ \ \ \ 4 \ \ '� \ 4 \ • \ 4 \ 4 4 \ 1 1 J J J J F F ! F f lee f F f ! f f f F f f f f \ \ \ \ • \ \ 4 \ 4 \ eel J ! f f ! f f f f f F f f ! \ \ 4 4 \ \ 4 \ 4 \ \ 4 \ \ \ \ \ \ \ \ \ f f f f f f ! f f ! f f ell f J f f f f ! f f f f f ? f ! f J F ! f ! ! f f F F f ! J • \ 4 \ \ \ .1 1 ♦ 4 • 1 \ 4 4 4 '\ \ f f f f f f ! 4 \ \ 4 4 \ 1 4 \ \ \ \ 4 ! ! ! f f F ! f F F f f f \ \ \ 4 • '\ 4 4 ♦ \ \ 4 \ f f f f ! f ! J .0 ! f f ! F \.4 4 1 • \ \ \ \ \ 4 4 \ 55 \ 1 4 4 f F f F 29 C t - l DA, ..................................... l�. of Living Room ; Sun Room 9 Bedroom Kitchen ' Bed'roo m � o « : cf� Care Takers- , Cottage First' Floor PLAN VIEW SCALE: 1" - 10' 10 0 5 10 20 « - Floor.xPlons' Sullivan Engineering; Inc. 881 'sea View Ave. . ` -Osterville, MA PO Box 659 Roberts Residence Osterville, MA 02655 (508)428-3344 (508)428-9617 fax No Second Floor r Bath ' Room , Q y CP 'Bddroom Bedroom 4 'Care Takers-'Cott`oge • Second FI oor t PLAN VIEW • SCALE: 1" = 10' _ 10 0 5 . ,' 10 20 Floor Plons Sullivan Engineering, Inc., 881 Sea View,Ave.• PO Box 659 Osterville, , MA Roberts.Residence Osterville, MA 02655 (508)428-3344 (508)428-9617 fax IMAR-25-2013 08:47 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.112 03/22/20.13 16:30 S084289617 SULLIVAN ENG INC PAGE 01 Town of Barnstable t Regulatory SerAces Thaws.F.Geler,Dir@C .r Pubuc Hestft DWon Thomas MC 11r Dbvftr zoo Mob met, %MA DWI 00=:508.862-4644 frz s08-M-6304 tows He &Drdgear Cer0kadw Yom Drfaa y-tz-201 g Ba =ftP M)a�a?^A semeS MRP)PAI+er o AddrMi +fir �,/ra AddrM'. 1 ru bs,AAA ,,,_W,,, ,���w* on l-2 w 2P13 jagn&1 eln Cis w"jud a t0 h"& (dMsapd,� � f3/ .� �) c buW on s dWP*mm by addms 1 c tjr that the septic sysim rafr+ea w AbMe W"htaWW aftauddy ==di*to tha dad= wbwh may inlclude mimr 19Pprovvd cha%"arch es IMW M100 ion ofthe diattTxtkm box=&O r sapdo teak. I certify that the mptic syat=referenced above wu iostatled with msdor abone • CLO,gm&W than 10' W=9 relumWon of the SAS or any v arch l rein Of 4► aompow"Pft septic aystam)but in aaca*=with Suit&Land .plan revision or cartifiM as-built desi to fbDow. yVi OF M.gSr�r errs ffignAMM) No cl�16d R, , `�sa�naa►.�v°� Si (At Dasmes 5ttmp Era) COMpLi RM WILD NOT DE ffit3M 1T1K't'IL Don TM WORM AM A&RMT C*M A" 1L8;GT.lV�HY TH]G DA,1tMUDLX P' UC NULTH DIMWN.29AM YOW. Q:rreal$��ptirJiaesi�Cam Farm,3.�iG�o4.doa ' ti3 .. V- . 7COwl `, $urngtaW r# beparlutentb[Regulalory 5ervtces �:' t 4 { I'u� lic HeaitL Divsid�: bate / .3/ Is ardu�e' I iib Mein gacet.Nyerinie Mn oidrii 3 �' 'Time . . I ©c ee Pd /D.f? 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Aaat�g View, m y oa.Vs/ AssI .. Mep/Petcel u�d'0�. ';) �ogineetIs' .", ` , 1:.,_�...�,..,.-.,-,'I-::,.. Ib. �,.I.,.-II I II .-��17�.,,.��.-�.,.1-. I' �itlll v�fa L /jii)�eri�, NEW CON$TRUM*• ., 1tEYl�. - .. Telept►ona N G1 :-y *-,� f . Land.Use. �L. f pe'(9'0) ..-'�:�1��,:,,:...-I,..",...-I.�-�....b::.��.:,,..I..-..-.../,1�,.:..;:,..--:"�]."�,,I,:..I -z:..1 r..-.4�..�1�O-�1.�.�.I�,:��-1r�--'1 1 1-...,..-.--.l,-.!�,-�.I:,,.`1�1.,..-��m.-.I.p..�.).,-".�.:,�:-..�..1.-.,1�,--:1,-.:.-,.;.�-:-1�,...�,-:I.,�...:-.:....�.,-."-m�"I:�..�..._..:,.!--.I I1--.LI:'4�."::q�-......-,-,-. �,-,.�.-.�I-.�I....'�-�.�7.V:"--;..1,j-".....�1..l.-,I1.I...I I II�.:.�.;-....-:.".,1:�.:,�:1�.�.�1,O!:.,.f�11 I:�.,..1. .-.�..�-I.......���,-.I,.:.-t-..�-1-..11..�'.,��.-;�..1I�!,,,.1�..-�,I .I�.-�0 Vi�I-',.. I.....-.�-..-�-I',i:.-��'.-.�.:.,�.,II;..:...,I I-I.:,�:�.'..',.:.-..1.I.1I.�,.,I.I*I.,1.-�.,�.....',;.-...�.'I,�:;.-�-.,'.%.I.I.�..p:I1�.-.;�..�I.,- .,,."LI..:%"..,.t:..-,,:;1.:.:.�,..�:.,.,, :wi:.i:..�I.1-.,I�'.1,',.,�,I..I.�I...-1-...,,,,:--I.-m1.�I".�.��...�-.:��.� -�I.,�..-1.,..::.�..,�,I�-..,�1��.-.I I-.�.,-i..-II.,I I..�;-.,�..I. ' 9utihee t3tI nes ,-I h='e D(slancesitotn . QienWatec$ody a�:' It P-i4beVifetNea R`:DtWUna°WaterVYet� " it .. .. Drainage Wa 1 I - i it 'Property Line' !y � It$ Other . . .. I .. -.I_;` . ..- � :I:.. .. , .. . ..,' sTCH.($tieet name,dimenaidns tlllot bxaet looafibns o[testholbi 6t paro tests,ioeate wetlands Inproalmity tq holes) r . .. 1 Il t :. -<, t . . , it i I I' .. - • .;, , . ,, -r , _ 4 ,:'. ii C . t:- -; . +, �,:. p . :. C "; . Q1 . #8913 . ;: I�--..-1.:I.-.�I..I,,�..;�11.;-.I.I,.-*.6�I p...-III��M:��I,.;..,,'.�11.,,.I,�I,�f..��I.�p..�;1.-'.,'.--.-.I�...,,I,...".:-�.,,--.1;,.-I,.�.-I,;-II4.:'-!..1II�.�I..,.,;..I,.:I,.:::*.�I.:."..I�,.".-�-:;1.;�'�,..0�,.;.�-:-�.-..:-.:I -.I,.,.I:I..:I.'.-:1 I1,.-�II�..I:.;-,.��.:..--!I:,-,'.I,.'..-I.I�!-I.,p-.:,-�.1�!�-..1�- i �.,. .. j ' i I I �I y �I Belo 1011 edrock Z2 , O , Patent inatedal(geo ogicj C�v ,r r�, II .. I �./ y Weephi�ItomPitFa.. N Depth to Ocouird�vsfer:.Standing Water in Hole Y Estimated$ea do d High uwiildWater' ,l. :. in. Method Used: tltis.t+o a Itt : De dr to soil mottles .. Depth Observedatenaing tn,` t3 undwaterAd}ustment_; ---- II # :Depth tolWpet,tng Item side bl otis note' i _ Ad,�rictor AdJ Groundwater Levei Index Well# itcedhig Date:I - fn ex Well level -1 ; + CO TtbN Es Date i /y Time 1 .;I . . I' .. gbservetion, ;` Time at 9" Holey Ffi // I Thee at 6" L.. i l i)eplh of 1`etu i . alma(9'I 1 -' . 9tartYte soak lhne® r---r�'�- N_1�- a: i�'1 �''r .d I ' Edd Pro-soak ' Irate MIuJIUCIr ` Ad�it{octal Testing Nt 0ded(YIM - i ti; A i �; ' i `''; r I t '�+ , �i. FallaCi. �` " I. 9+te Suitebihty Ass ssstdent l--fie-1red feted on Back = `_. Obs. 6ation.11vle D4t� 013e Comp Original.:Public HeelUr Dwtslon + to b�cnnduted withln 100' of wetland,you must first uoHfy the . ***tf percolation test is fveek rlor,to 109 uW9 Barnstableousery�tibu t)i�'islolt.sit least�►ne(1) P 6 W,SEPII VERCFOF.M.DO C. . . o ISERVATt ON moo . f: G Buie# bepth 1�om Snil Hvrlion 3vi11 Teauore Bud Colbr t 3oi1 ,other 5utihce(in,) (U$DA) (Munsel1) Mottling :(86,a� tbhes,Aut dets.' II_, . . ,. ,.. I. ., Consls 6c(r ' 7, t Depth!fain' SOD Htrri ( Sb I eidure Snh Cnlbr Soil Other Suriaca(ia.) I 8DA) (Mansell) lvlollling (Straclure,$tunes,Boulders: h 69 It I I- DepW Ilvro 3oi1 Hotir�n I I Sb�l_Tvxlfuv Snit Cvwr " 3oS other: 5urlhce.(in) L . I ' (Li31�A), (Mrmseli): tractors,3ton ,Bu. ddre Iv(v �3v ll . ttlhrg ........... r` ;� `Cgi � � I r 1 { b AE, omer •. .,a• ., { ! -�'��'�ttufs .Soil Colnr Soil . beptL from Svila#btizt�o '. t131jA (Mansell) Mvttling (Sttyctwe;5lve es;Bouldets Sbtface J75, .Cv' b. Grp v�j' 7Jati a/'� 1 s , I : I• 1 li SI 1 ' ';III II r .I' r 'II � t I aV►cie Ytstl�riia �� )t'IUOd w . i (I I 'iII1 yI F' fi I Yes .� Above)50d t, ila�d lio • Wi01 sW year un `dat11 j : flU etrt�]bcxl bo sry:11v `Ye5 I . I)e tl<nf aura Otctit'Y IiVlti s,1lZate to o io s tv terlal exl� h�all areas observed tlu'oughout the lk bt��' ing p . Does at a �st 'fee; b ;uat alll� s em7 area proposedlfor the sbl;ab I II • . : . at is�ttte.i�dpth'�fti� �lq�bec �. �'tous,malerlal7 it wll. 1 t0 haV0 99et1 t118,SOl1 a 61 a o e%loth, tlori appidYed by.,tlle Ii Certtitcat[o I I C h. )I I er�ontted by me conslsl!rnt with ; .L:cettifj+Ehat dti . •. � is was p 17eptutttittt aEtiviauuitt, �I1�I',ate to ta>i�its Hii�1�1 31 i5:017, •I-� �tl e�t��x ,� �, the rec�itlteA a I Date •$Igttature Ill. {I 1 �9. ii Q:\9EP'I1C\PBKCFORM.DOC ! I commonwealth of Massachusetts Title 5 Official' Inspection Form Subsurface Sewage Disposal System.Form =Not for.Voluntary Assessments,:, 881 Seaview Avenue Property Address - Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA every page. Citylrown f 02655 June 2, 2009 " State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any - way. Important - When filling out A. General Information forms on the _ _ _. .... _ .- .._ _ _ _,_ ..__ ✓�I computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return p key. Septic Inspection Services'Co: Company Name _ j' r' 189 Cammett Road Company Address Marstons Mills ,MA 648 City/Tow 02City/Town State Zip Code 508-428-1779 1 S112855 Telephone Number - - License Number B. Certification I certify that I have personally inspected the sewage disposal.system at this address and that the information reported below is true, accurate and complete as of the time of the inspection: The inspection was performed based on my training and experience in the proper function and maintenanceof on site sewage disposal systems. I am a DEP approved system inspector pursuant to Sections 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority June 2, 2009 Ins ector s Signatur Date The system inspector shall submit a copy.of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Li 09-92 Seaview Lld..doe•08t06 Title 5 Official Inspection Form:Subsurfaoe.Sewage Disposal System•Page 1 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 June 2,2009: every page. Citylrown State Zip Code Date of Inspection B. Certification (cont Inspection Summary: Check,A,B,C,D'or E%always complete all of Section.D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated aie indicated below. Comments: Cesspool and overflow pit are in working order. Cesspool was found empty with a faint stain line at overflow invert. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the or r replacement P repair, approved P as pp d b the Board of Health, will pass.,` _ y Answer yes, no or not determined:(Y„N,M)-in the❑'for the following statements. If"not determined,"please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank:failure is.imminent. System will pass inspection.if the existing tank is'replaced with a complying septic tank as approved by the Board of Health, 'A metal septic'tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due. ' to broken or obstructed pipe(s)or due to a broken,*settled or uneven distribution box. System will pass inspection if(with approval of Board of Health) ❑ broken pipe(s) are replaced ❑ obstruction is removed 09 92 Seaview Ltd. doe•08lO6 Title 5 Official Inspection Foam:Subsurface Sewage Disposal posal System•Page 2 of 15 e Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments '( 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 every page. City/Town June 2, 2009. State Zip Code Date of Inspection B. Certification(cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND-Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in"order to determine if . the system is failing to protect public health, safety or the environment. I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: Cesspool d�privy is within*50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner.that protects the public health, safety and environment:. ❑ The system has a septic tank and soil absorption system (SAS)-and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 09 92 Seaview Ltd..dac•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 3 of 15 x I i s --C\, Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments '< 881 Seaview Avenue Property Address Owner Seaview Ltd. Partnership information is Owner's Name required for Osterville MA 02655 June 2, 2009 every page. Cityfrown State Zip Code Date of Inspection T B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.) ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: his system passes if the well water analysis, performed at a DEP certified.laboratory,for coliform bacteria indicates absent and the presence of am monia mmonia nitrogen n and nitrate nitrogen tro en is equal to or less than 5 g -i ppm, provided that no other failure criteria are triggered.A copy of.the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"below invert or available volume is less than_day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below highgroundwater elevation. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 09 92 Seaview P1d.doe•08106 Titre 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments' 881 Seaview Avenue Property Address Seaview Ltd. Partnership - f Owner information is Owner's Name required for Osterville MA 02655 June 2, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. 0 ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet.but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP'certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered..A copy of the analysis and chain of custody must be attached to this form.]' ❑ ® ' The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of.the above failure criteria exist as described in 31'0 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure: E) Large Systems: To be considered a large system'the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either.yes"or"no"to each of the following; in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 09-92 Seaview Ltd.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 June 2, 2009 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the'system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ®. ❑ Was the site inspected for signs of break out? ® ❑ Wereall system components, excluding the SAS, located on site?` ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material'of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® - Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on,the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board'of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 09 92 Seaview Ltd..dx•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 881 Seaview Avenue Property Address Seaview.Ltd. Partnership Owner Owners Name information is required for Osterville MA 02655 June 2, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: , Number of bedrooms N/A 4 (design), Number of bedrooms (actual): DESIGN flow based.on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Unknown i I, Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): 32,000 gal. _ 43 gpd.. Sump pump? ❑y Yes ® .No Last date of occupancy: Unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: i Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc): Grease trap present? [I Yes ❑ No Industrial waste holding tank present? ❑. Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): , 09.92 Seaview Ud..doc•08M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA . 02655 June 2, 2009 every page. City/Town State I Zip Code Date'of Inspection. D. System Information.(cont.). s 1 General Information Pumping Records: Source of information:' None Was system pumped as part of the inspection? ❑ Yes ® 'No If yes, volume pumped: 1 gallons How was quantity pumped determined? Reason for pumping: Type of System: F ❑ Septic tank, distribution box soil absorption system P ❑ Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any)' ❑ Innovative/Alternative technology.Attach a copy of the current'operation and maintenance contract(to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP}approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information.' Unknown t Were sewage odors detected when arriving at the site? ❑ Yes ® No } 09.92 Seaview Ltd..doc•08I08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '( 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA 02655 June 2, 2009 every page. City/Town State Zip Code Date'of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ®cast iron ❑40 PVC • El other(explain): , I Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidencebf leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene'' , ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach"a copy of certificate) ❑ El' Yes No_ - - Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle ' n=, How were dimensions determined? { 09 92 Seaview Ltd.,dac•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 P } Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments' .•'' 881 Seaview Avenue Property Address Seaview Ltd. Par tnership Owner O p Owner's Name information is OStervllle required for MA 02655 June 2, 2009 every page. City/town State ' Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): d Grease Trap(locate on site plan): Depth'below grade: feet r Material of construction: ❑concrete ❑ metal ❑ fiberglass . 0 polyethylene n } ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle , Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ pol eth lene Y Y El other.(explain): F 09 82 Seaview Ud..doc•08108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 10 of 15. r - Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments rl; 881 Seaview Avenue Property Address Seaview Ltd. Partnership t Owner Owner's Name information is required for 0sterville MA 02655 June 2, 2009 every page. City/1 own State Zip Code Date of Inspection j D. System Information (cont.). Tight or Holding Tank(cont.) Dimensions: Capacity: " gallons Design Flow: gallons per day Alarm present: Yes El NO Alarm level: Alarm in working order: ❑ <Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of,current pumping contract(required).,Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence,of solids carryover, any evidence of leakage into or out of box, etc.): 3 Pump Chamber(locate on site plan); Pumps in working order: ❑ °Yes ❑ No Alarms in working order: ❑ ;Yes 'No 09 92 Seaview Ltd..dod•08I06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 15 a Commonwealth of Massachusetts l Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 881 Seaview Avenue • Property Address • Seaview Ltd. Partnership Owner 5wners Name information is required for Osterville MA 02655 every page. City/Town June 2, 2009 State:. Zip Code Date of Inspection k D. System Information (cont.) Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): I Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: 0 leaching galleries number: ❑ leaching trenches number, length: y t ❑ leaching fields number, dimensions: ® overflow cesspool: number: One;5x6 pit. ❑ innovative/alternative system . 4 Type/name of technology: i . Comments(note condition of soil, signs of hydraulic failure,.level of ponding; damp soil; condition of vegetation, etc.): Overflow pit shows no signs of backup or surcharge. Pit was video inspected and found no standing water or definite sidewall stains. 09-92 Seaview Ltd. doe•08106 t Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 or 15 y , , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner owners Name information is required for Osterville MA 02655 June 2, 2009! every page. City/town State i Zip Code Date of Inspection D. System Information (cont.) Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration One with overflow. Depth-,top of liquid to inlet invert 5' Depth of solids layer Oil Depth of scum layer Oil Dimensions of cesspool 5x6' Materials of construction Block Indication of groundwater inflow ❑ 'Yes ® No Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): Y , Cesspool was found empty with a faint high stain line at bottom of overflow pipe Blocks are intact t Privy(locate on site plan): ,Materials of construction: , Dimensions , Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding; condition'of,vegetation, etc.): s r r 09412 Seaview Ltd..doc 08106 t Title tOfficial Inspection Form:Subsurface Sewage Disposal Syslem Page 13 of 15 Commonwealth of Massachusetts - v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments`. 881 Seaview Avenue Property Address Seaview Ltd. Partnership Owner Owner's Name information is required for Osterville MA i 02655 June 2, 2009 every page. City/Town Slate! Zip Code .Date of Inspection I i D. System information (cont.) i Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or.benchmarks. Locate all,wells within 100 feet. Locate where public water supply enters the building. Water Line ♦,�,♦�,♦�,♦,r,r,r�♦,♦,♦,♦,r,r,r,♦,r��,r�,r r ♦ r ♦ ♦ r ♦ r ♦ ♦ r ♦ ♦ ♦ r r ♦%r%.%♦ r r%♦ r ♦ rrr ♦ r ♦.♦ r ♦ rrr ♦ , , , , r r r r r r r ♦ ♦ i%r%r r r r r r r r ♦ 00, r ♦ r ♦ ♦ i ♦ r %I r r r r,r % , , ♦ ♦ ♦ ♦ r r r r r r r r r r r r i ♦ r ♦ r ♦ ♦ r r ♦ r i r r ♦ r r r r r r r r r ♦ r i ♦%♦%r%♦%♦ ♦ i r r r r r r ♦ r r r r ♦ r i %r%r%i♦%r f%♦%r%r%r%i%i �♦�♦�r*r�i i�♦�r�r�r%i i r�i e4r`r`r`r�% % ♦% % r%r%r%r�i , , , , , , , , , ,,, , , 'riveway,; r ♦ rrr ♦ rrr , r r ♦ % ,r,♦�r�i r ♦ rr , ♦ rrr-,. rrr % .%r%r%r%r%r%r%r , r r r r r r r r r r r r r 55 r r r r r r r r r r r ♦ rrrr,r`r`r%`rrrr , r r ♦ r 29 !I t , Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 881 Seaview Avenue Property Address Owner Seaview Ltd. Partnership Owne rs Name information is Osterville required for MA 02655 June 2, 2069 every page. City/Town State Zip Code Data of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water w , ® Check cellar ® Shallow wells Estimated depth to ground water: 20 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on'.record If checked, date of design plan,reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -.explain: ❑ Checked with local excavators, installer's-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation:. Cesspool and overflow pit are considerably higher than high tide mark'at rear of property. . 09 92 Seaview Ltd.AM•OB/06 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 15 or 15 f ' { 831 Sea Vie Avenue Trust Ellen C �d Tr R, I.l „ y David N Khoury, Tr. C18 Yam. 6 LEGEND:'` 4/ _ ry 5 Vtinlf • a Cedar Tree O v _ � v ' _ J ° - � Public Way) (40' Wld� an SO 09,26„ , , Holly Tree .- View � � - �---�'--�f l` 35 pp/ LOCATION MAP: Sea - - - °- ® p.3 r � � !- Scale: 1" = 2000'f • Deciduous Tree 132 23' ,1 Ot 28> 1 + Coniferous Tree l 43,561 SF (1.00±AC) ° ASSESSORS REF.. Map 090, Parcels 13 0 LCB Land Court Bound El CB/DH Concrete Bound w/drillhole ° L t280 1 1 5 fSF (1.00fAC) 0 SB/DH Stone Bound w/drillhole 4 , 3 0 Guy Anchor 1 Sty ,� '' ; ,' I , 1 OVERLAY DISTRICT: Utility Pole w/f Garage I I 1 V ° ' I `•, 1 1: AP - Aquifer Protection District Hydrant I I 1 m Hose Bib 95 > Light Post O P o osed Water Gate (round) G 8 2 y w/f • FLOOD ZONE v _ .....� 1 1, OHW- Overhead Wires G e Hous� co 1 __ o '; 1' Zone B, C, A 14(EL 12), V 17(EL 16), & V11(EL 16) ----25--- Elevation Contour O� i I I o II E Underground Utility Line Community Panel NO. . 1 #250001 0018 D Septic Permit Clearing I I 1 �� July 2, 1992 #2013-24 ( I o 0 1 0 in/ 1 o Prop sed 1 �------ � tone P- P 3 0 o 1 ° j'I o 1 �I Pa in Existin ep I ZONE. y Drive A a.9 / + to be e ved }} 1 _ TOIL" c RF-1 Refnovd a Area (min.) 87,120 SF (RPOD) 0---` 2� i Frontage (min) 20' W Width (min) 125 N 1 � O 1 � � Setbacks: Fron t 30' Side 15' ( 1 w �C), t\ �\ / Rear 15' ` o i� N0 O; 0 1 #881 y + Ri 1 Y2 Sty w/ D. Dwelling u 1 / Bench Ma o m \II Elev. ll m 22.3'TP-2� 1 i m l 1 Lawn 1 � I / i m 20 1 O 1 (A Li I / ° wn m I N 1 O ODaxo p i� Vt O 1 1 00 1 1 , a O 1 1 bo 12,8' =o 1 mi 0 0 :E 1 1 NI Proposed 1 N P-Stone 1 + Parking I I Area I („ , I I rq ec O) N Trans 1 I N1 1 / \ Veri l 1 42,00/ oVo a 1, # ';'... I 125.00' / 1 n 03 N A -ro 11 LOt282 / 1� S86.10'13"W M ter % 1� / ._. / I CIO U3 At 7,141±SF (1.08±AC) to TCB 1 �. 1 `".47,943±SF (1.10±ACY / to TCB Approx Septic / 1 I _ / N as per BOH Card --= o Approx c e /......: : Clearing i �-0 sv' / as per BOH Cad ...••.•..... ../.........................:....:::: .........................-. o ........ ::j. to .:S�.. /.. Soil Absorbtion System NOT TO SCALE R'Ledwn'1 . I I• Finish Grade ...... U _ OD 1 / Lawn 1 � I V 1 I I ______ - Compacted Fill Filter ........... Fabric 3} 217, `I'5 And/Or I ea Stone CO ° 1 - - I P _-------`- / I LEACHING Double washed Stone CHAMBER Existing 2 Sty 4 - i 12,-1 D„" ° / I I w/f Dwelling r 'Lawn �n.r y i I CROSS SECTION OF CHAMBER I NOT TO SCALE I I ............. I I 1 #889 ........</......2 sty /f © a I _ --- -J o0 ipw ... .... anePatio Gf 6Dweffing........ SEPTIC NOTES , 1 0 1 I � ° LPG J11�E Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Pool hall Make ° � Tanks sn Prior to Any Excavation For This Project the Contractor S e the Required Notification to Dig Safe(1-888-344-7233). I ' \'+ ' stone wan The Contractor is required to contact the Engineer 72 Hours Prier to Construction ]`] for a Pre-Construction Meeting. �\ Lawn Lawn I ....m . Roses / �lAppropriate ° - 2.The Contractor is Required to Secure Permits From Town I .. .. ° Agencies For Cons truction Defined by This Plan. R Chain ink ence \� - °-- I 3.Wherever Sewer Lines Must Cross Water SupplyLines Both Lines Shall FEMA Flood Zone Line + -- - ;..............toot ` Roses Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to As Per FIRM Panel __, BM EI 18 4 NGV 0 250001 0018 D _ \ _ . Constructed In _ Assure Watertightness.tness. In Gen • � T D �P� General,Water Lines Shall be 1 ` i �° Coordination With COMM Water,and Shall be in Accordance rev July 2, 1992 ° +1' F, top of CB/DH C 50 ` -' , With 248 CMR 1.00-7.00&310 CMR 15.00. I. ...; -_ 4.A Minimum of 9"of Cover is Required for All Components. B _ 5_� I A 14(EL�2 �.. '' .... �_. .All Structures Buried Three Feet or More or Subject FEMA Zone i °'�Flag to Vehicular Traffic to be H-20 Loading.It is the Engineer's A14(EL12) ° To of Coastal Bank Pole p 16_ - Recommendation that H-20 Always be Used. rn TCB (Town Definition) 6.r---' I - - - � - o , d One Leaching amber and Install Watertight Risers and Covers to Within 6"o Finished e . , , Over Septic Tank Inlet and Outlet,D x an in Chamber ° _ _ - 5/ 7.Septic System to bevInstalled in Accordance With 310 CMR 15.00& PERC TEST: 13,837 _ _- -- -- ""- -�y- ,--. _- _ - -- '` 24 CMR 1.00-7.00 Latest Revision and the Town of Barnstable * -- -- wood - __ _. PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING -- __ _ -. _..- -.. - - - - - = -_ - Regulations. 1 F. 'l►?'� 9 Deck _ - - 1 - _ ... _ _ .__ _...... J'- // r SOIL EVALUATOR NO.13586 j -" - ' ._ - _.- _..... .. - - 8.All Piping to be Sch.40 PVC. WITNESSED BY:DONALD DEMARAIS,R.S.-TOWN OF BARNSTABLE - ---^ - � --�` __ --- `" ` '�°''' - --B nal Have a Minimum Inside Dimension or i an__. __ d a Minimum JANUARY 11,2013 ood --- - - _ - - .U OX J V , _-' -_' --•""_.. __ _ _ --+-� � Stairs ck _ - - _._._ _ _ c . _ - --" Ivaod _ 5 y Sump of 6" i 2 SITE PASSED 10 - - - - '- - _ __ - _.St . v� - ^.� Edge _ 0 The Separation Distance Between the Septic Tank Inlets and __ J ..-- Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend i oad i TEST HOLE-1 EL.18.5 ' TEST HOLE-3 EL.2o.o S airs _A14AL.12) / ^-_ 14 Z�__ _ � ...� -_cn Grass �� -..-- a Minimum of 10"Below the Flow Line Outlet Tees Shall Extend " FIu FILL -- _- _ __ - Be0 ^� Below the Flow Line,and Shall be Equipped With a Gas Battle. r.avnaG P-STONE GRAVEL DRIVE i : {ELl-6)- - - -- -- r p 17.9 4" 19.7 ... A/E LAYER rOYR 6/1 •.. ... _ -" --Coastal epCh GRAY GRAY _> 14" SAND 17.3 14" M,SAND 18.8 I __ - - Bw LAYER 10YR316. a - DARK YELLOWISH BROWN DARK YELLOWISH BROWN 24" MED.SAND 16.5 24 M.SAND 18.0 Cl LAYER IOYR 5/8 PERC TEST _ / Y ` YELLOWISH BROWN 25 GALLONS GONE IN 4 MIN. s COURSE.SAND PERC RATE<2 MIN/IN(LTAR-0.74) 40" PERC TEST 15.2 1 40 16.7 _ - Caretakers Cottage 5' Y - DESIGN DATA see Notes (typ.) 25 GALLONS GONE IN 4 MIN. I BROWNISH YELLOW PERC RATE<2 MIN/IN(LTAR-0.74) 13.5 132" M.SAND 9.0 _ _ _ l Single Family:Care Takes Cottage NO GROUNDWATER ENCOUNTERED - _ ....-- - -5 Bedroom @ 110 GPD F.G. E . i _....._ .._. _ _^ F.G. EL. 19. Ot LIGHT GRAY Total Daily Flow=SSO GPD 120" FINE SAND WITH FINES 8.5 _.-_ -- o U n Use a 1500 Gal Septic Tank NO R A keC Flow quillzers Nan �� LEACHING AREA Assumed f" As Required 550 GPD/0.74(LTAR)=743.25 EL. 16.90 Sidewall=2(12.83'+42.0)2'=219.32SF Installer To EL. Confirm Prior 1500 Gallon EL. 16.25 Too EL. 16.50 TEST HOLE-2 EL.ts. TE T HO E-4 EL.20.0 Bottom Area=(12.83'x 42.0�=538.86 SF septic Tank D-Box To Any Work. l{_Y0 EL. 15.85 FELL � FILL TotalProvided=758.183E Re-pipe if Required H-20 PAVING P-STONE GRAVEL DRIVE OF 1rlAF,• EL. 15. Leaching 8 A/ELAYPR10YR6/1 178 6 19.5 p� '' LEACHING CHAMBER To Be Installed On /� GH 2or A✓E LAYER 10YR&1 _-- 1 + e fiItAY j DARK YELLOWISH BROWN r, `• DESIGN 0' --- e61�mpocfa o 1 " SAND 17.2 1 M SAND 18.7 All Pipes to be Schedule 40. Use Bedding,"T"s BwLAYE810YR3/6. BwLAYER10YR3/6 `' 4-500Gal.LeachingChambecsina Inspection Port, if fnevur[Cered Rem4iC & t2ep1r1Ce 1)RKYELLOWISHBROWN YELLOWISH BRAWN 168 12.83'x 42'Washed Stone Field as Shown. & BoTitle RII Unsi/taole Sq 1s whnin S' t o 2211 _ MED SAND ... t6.7 26' M..SAND. 17.7 °� as Per Title 5 I The QutRF:T'sF+nrQtRr pf Th® System: (�� IE-------------------------- 2Q'+ ----------------------� Cl LAYER IOYR 5/8 C LAYER IOYR 6/6 Q\ Ek L1 YELLOWISH BROWN BROWNISH YELLOW I ST� C� I Caretaker's House oL. Groundwater o e2 COURSE.SAND 13.5 132" M.SAND 9.0 60" Per Test Hole e' �10NP� C2 LAYER 10YR7/2 NO GROUNDWATER ENCOUNTERED LIGHT GRAY DEVELOPED PROFILE OF SYSTEM 120" FINE SAND WITH FINES 8.5 NO GROUNDWATER ENCOUNTERED NOT TO SCALE Title: PREPARED BY: PREPARED FOR: Notes/Revision: Proposed Improvements CapeSury 1.) The property line information shown was At 881 Sea View Ave Sullivan Engineering, Inc. compiled from available record information. PO Box 659 7 Parker Road Mass. Osterville, MA 02655 Osterville MA 02655 Bannish Robert G. Trust 2.) The topographic information was obtained rn Bastable (Osterville)' (508)428-3344 (508)428 sst7 fox (508) 420 3994 / 420-3995fax from on on the ground survey performed onor between 271JUN112 & 23/JUL/12. V O 3.) The datum used is NGVD '29, a fixed mean Field: RRL/WHK Review: RLH 30 p 15 30 60 12p sea level datum. Date: Comp.: WHK/RRL Proj. # 3200037-Roberts January 21, 2012 Scale: 1 = 30� Draft: WHK/RRL Drawing # C444-6G1.dwg