Loading...
HomeMy WebLinkAbout0008 THIRD AVENUE (OST.) - Health „a 8 Third Avenue = Osterville a - A 11F'.1 Fig Vol eTOWN OF BARNSTABLE LOCATION SEWAGE # a?0O07'135 VILLAGE 04r?V +'llt ASSESSOR'S MAP & LOT AL a f INSTALLER'S NAME&PHONE NO. T 4!�. A '//J CoN S� SEPTIC TANK CAPACITY _ Iro 0� LEACHING FACILITY: (type) 3'A9 yjg110h (size) 33. 5X/32" NO.OF BEDROOMS y BUILDER OR OWNER 2u V, 46. ;e 2?r, f�'S PERMITDATE: %'o . COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well andLeaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet r Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by , AcT rave.:, 6,ko h a Z-3 . Co✓Prs y ° Iv3� 1 y�3 f3y3- yy ry: No. v _ ✓� Fee U f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓+�° Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Mi9;poga1 *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 vmvcv. pmtve, Owner's Name,Address and Tel.No. o,iTr2�ty��r;_ Assessor's Map/Parcel 1"�.�q VCA J, y Installer's Name,Address,and Tel.No. Designer's Na8WR2&f6,TartdTelDQYLE & ASSOC, t ( I 42 Canterbury Lane l; East Falmouth, MA 02536 Type of BuMing: „M 4el ' No.of Bedrooms�_ Lot Size '� 9 sq.ft. Garbage Grinder w ther Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow AA D gallons per day. Calculated daily flow o4Z gallons. Plan Date 0"L- "L-L- O'L Number of sheets 1 Revision Date 0"5- OCL- e'L, Title S%rfvan 'YP-LAjA eF 1-,%6Xb�t�Pwne�v Y=on ' e� 1y kma AZZ Size of Septic Tank 5 00 6-y u& Type of S.A.S. caw,A=_ LQ TS�W Description of Soil �Cm 5� � ��,,��L L M � 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 t in accordance with the provisions of 'tle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b Athioard of alth. Signed Date Application Approved by Date 39��� Application Disapproved for the following reasons Permit No. Ud a -1 3 3— Date Issued 3-21-0 2 1Vo Fee /U o ' - THE COMMONWEALTH:/OF MASSACHUSETTS Entered in computer: ✓� 1P tBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS! Yes 0[ppricatio' n.for Miqu ar *pgteM,Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's'.NameSgWff M g,N0OYLE & ASSOC. �( 42 Canterbury Lane East Falmouth, MA 02536 ' Type of Building: l ` wel ' No. of Bedrooms Lot Size��_sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow i0t�D gallons per day. Calculated daily flow oAZ gallons. tA Plan Date o-t- - zZ - 0-L Number of sheets 1 Revision Date '0-5- 0Ci - a'Z Title St t--r_ Lat4> tze P�t�rs s`o,t **- rd 1*ttL4 blvT= Size-of Septic Tank 1 00 t_ct Type of S.A.S. Description of Soil L .24 .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 T tle 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been issue by this'17 and of Health. Signed �9�%"%�� Date Application Approved by r r' Date "'Application Disapproved for the following reasons Permit No. Ud l S� Date Issued d 2 THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS� Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( t by at l i-rn /" has been constructed in accordance ' with the provisions of Title 5 and the for Disposal System Construction Permit No. Oo `J S� dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the s f7JA will function s designed. Date 13-01 Inspector 'Pv- ---------- —�--"---"--------------------- _ _. No. a� 3S r Fee THE COMMONWEALTH OF MASSACHUSETTS , PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 0 gpogar *p5tem Construction Permit Permission is hereby anted tt Co struct( )Repair( )Upgrade( )Abandon( ) r System located at � P and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this Date: - -UZ Approved by i TOWN OF BARNSTABLE j LOCATION� �r� VILLAGE_ OS1-�(ry;'��� SEWAGE #7e 135 INSTALLER'S N ASSESSOR'S MAP& LOT /� Jr NAME&PHONE NO. �� /fy SEPTIC TANK CAPACITY � ITY �S"D O LEACHING FACILITY: (type) SAP NO.OF BEDROOMS y A (size) BUILDER OR OWNER f 1 �e5e PERMITDATE: "' —® COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility i Private Water SupPly Well and Leaching Facility Feet on site or within 200 feet of leaching facility) (If any wells exist Edge of Wetland and Leaching Facility within 300 feet of leaching facility) (zany wetlands exist Feet Furnished by Feet 9v e 6+k4 �1� / G.►-eye fc✓Pr5 3 j9 �?3 31- 3y- I a Town of Barnstable P o Department of Regulatory Services oFY % Public Health Division Date 3ALO 200 Main Street,Hyannis MA 02601 i BAM Imo. • ? _,!' /U/1 v v 1619.t►,e$ Date Scheduled J g 0 Time Fee Pd. ( Soil Suitability Assessment for Sewage Disposal ess ed B r' Performed By `Jr�c,�eJ�t���T��a Witn y: - _., ..:......... 1.,v,!iv .................................... .......v.:.:::.::::: v:Il+i':i W: _....:..:.. ...... ..... .. ..... .....�.�.. ,. ...:.,!r,:.-tll....::_.....,,.i.. , a:,:..a.,.a6 :a� i:. r..:...,.:..!. '.I,:: i.r:;!:;r ::!!!-A.�.r,��:,rt,-r�r:4-:':�ri•.!a':"!i ..,-1-G.,r.,, sF..4r...n:.,r,PJ.I.I:�i:h1 d.:!:!!r:.p,r!Il:!.,I„r:!::.::.•rr:!.:,:.I...".. 4.: .I.iI!':. .:r: .:. �:!G - ...,.,L,r-,..-....... _,: : ...::�e,. -� ,:,:r:a._.Fl...,. 9d.4• all.-„+'Ihl;!. 4,�!.=.," LsiN"F�I : :,u,_,.�iI!3y6�J! .. :i,h;,,'! . , r w - �'° t Owner's Name C T as Ali Location Address "I'd VUNve Address 116 _66 9 Engineer's IVam42ECante Ca J.nterbury Lane AS OC. �rR; Assessor's Map/Parcel: / , . East Falmouth, MA 02 6 . NEW CONSTRUCTION V REPAIR Telephone tl i r e ep on 508 540-2534 G Z • Surface Stones Land Use Slopes(%) »r, ... r:dt. Distances from: Open Water Body G is, o ft Possible Wet Area L too ft Drinking Water Well 4 loo ft Drainage Way L S u ft Property Line L_ \�—ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) �t L . o ` o 43' 7,O1 VN - r ZoB r +� h Parent material(geologic) Depth to Bedrock - _ NA in Depth to Groundwater: Standing Water in Hole: Weeping from Pit Fae Estimated Seasonal High Groundwater n: -i n �!.}•....:!W F h n!::isP:'.L'ai!t_f:]!T!!d!:.aa!:•C:':!i?;:Pnilari!';ri:. ,I:.... ,S'aP:.,�"I.il!Y!a!2:I I•rin�ri!Irn�:!4;::__�:'.� .. ... ..-................._. .. ! r r:.'II Fh , hl::n;Ti�x.....i.'^:a.i?::ir:ii:'r'!1!".u!;n,:Pn.".v:.fll!JCi.".I:Ih:.!...I:IPiI!l al l.> !! w I I it r,rf PM:ri rI+•?74,.I�:rh„v�.,!!!r?., 'Ih i. :.� !! ,� 1 !,!4 .!!!' ':• �I: .- I:? ir:l 'h�L' L vi lall el i 413.'J! rr'^i' b! !�!:, L:..4_ j'',�.' ...•.. .:y ' �'•' a«n 1..�! :rpuihrlf.i.hd,all. t._...,,,,_....._...._L....,:..,,. ._—.._ ... .... Method Used: - in, Depth Observed Stan ing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: _ /� —in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ :...-. .. r..:..r :.......: „r_ .....:.........�......... ,..r...... ::::v.:.,;..,..;..:,;.... _ ,,!��:.!.a: G_; ;r v ..:.!...!...- ......!..r....,:.,!,..;;a•.,.i-.a::. r:,i u.ar..:....4.4r,.,. ,r.�,,,!6.Pr,...': ,.r.:.,.,:..:::-:I: ,..:; .Ir. . ..1:, �,._..1:! ,�!°,1yy���pp r 1!�� +I.+ri..+.,.:,. y!,.:.::,•.::..a,.,f'i;i�cu!::Ihn�r!;�..r�:.._. I.1 II!i'': F F •..:. `�'..ry�4!;[�x�' r:1' .:.Y.rr_�:!:,ve.V. ,.,!,. Frr.. I,,I �.,�Il:aa:.h; II'�x'a5!., ,.:r tihm+m,�iP�9.h�al:!!hrl,:4rrr:,al.,r:aPrr z observation l L Time at 9''_ Hole# > ` i•", u ' ='3T l } _Time at 6" Depth of Perc .Time(9"-6") - , Start Pre-soak Time Q �— End Pre-soak 11 .�Z _w. Rate Min./Inch G Z. G Z' Site Suitability Assessment: Site Passed�� Site Failed: Additional Testing Needed(Y" ole Data To Be Completed on Back original: Public Health Division Observation H ---- :«s»>:>::>:::::«<::<:>;:<::;:»:.; ;;.:;<::•;<.:•:::<.:•:< :•::::::.:::::::......................... Soil Other Soil Horizon Soil Texture Soil Co or Depth from Mottling (Structure,Stones,Boulderes: , (USDA) (Munsell) ° Surface(in.) r . fit, sata :>::>::<::::»»<::::�:::<::<::: :.. . ... . #.. . ::•:.;•:;::•::::.::•:;•:;:•:;>:;:•:;<•: �...Q Soil Other Soii Horizon.... Soil Texture,. , Soil Color (Structure,Stones,Boulderes. Depth from.���� (USDA) � ,(Munsell) Mottling (S � . Surface(in.) ° 10 �(L-;I Z oN-e A f . Y I ' � ...........:.:.�:::.�::•.iiii:•i......i:.::�`?An:'r'':::•i.'r::i�::::::i::i:•::iir::�i:::i::•:;:ji::i:::Cti�!j$$iy:i'r,%:'iii::t .. ........:.v:::::::::::.:�.;�:.�.....:::•:;::i'_..:...::.:••:.••::::'�:;_;'.y.�.:'::'' :.,....0 ::•,.�' <: :-0?:i:"i:?iii:;::::::: .'• G:i.•i3yyti•'.vy::::;4:ti::i:<::i:;:}:tii'�:t:::ijf:%'rj'r:::'.:i'2:'r`.i:•.'vi:?;i' Soil Other Depth from Soil Horizon Soil Texture SoilCo or Mottling Structure,Stones,Boulderes. Surface(in.) (USDA) (Munsell) g' ( ° c <:j:j: b T." Soil Other Depth from Soil Horizon Soil Texture Soil Color Mottling (Structure,Stones,Boulderes. Surface(in.) (USDA) (INunsell) g °° e Flood Ins rt ranee Ra_ to Man. / year flood boundary No_ Yes V Above 500 y _ Within Soo year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth 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? If not,what'is the depth of naturally occurring pervious material? ("ertitication I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. arnstable 1,�_ Department of Regulatory services Public Health Division Date 0 kloo"Mai is,MA,026Ql_____' J "Q1 WQ,`s,!X! Iva - Time j t6y Date Fee Pd. g6iiduled % 7 ifor Sewage DisposalxSoil SuitabiliN Assessment Witnessed By, ate r_- .1, TIM Joe .14444444 . .. ...... owiier'sName Loto i n C y , Address Ve TEPHEN,J-.­DOYL E, fv%c Assessors Map/Parcel; Canfterbwrry La.-Lie mouth.,_mA,01.2 5 a ep 01, a REPAIR TIC -34 NEW CORSTRU e I e i D hi o ne�-.:\5 0 8 5 4 0---12 ........... .......... Slow C/o __Land,Use. -Water Well —4A22—ft 4A00 diii nking dace Stones- Open Water Body 4 i 0 ft Possible Wet Area Distances,�qm:_ -Soft Pro 4. -So Line ..Drainage W-aY-. .......... petty SKETCH:(Streetname,drmgnsions of lot;exact locations of test holes&peic,tekq,!ocate wetlands in proximity to holes) J • ............. 10PWs C� h 04- ;0"4"'1 H11 pk 11 ,5 7, L rgir -1 Z-7 _4 �Zer- wiledrocK padrifinaterial(geologic) Q kk,k.. _866di Wake Depth to Groundwater ng r in-Hole:, Weeping fromt Facet _ 4- EstiffijtedSciisonid,Mgh Groundwater PEI 140, v, Method TUTsied: thin Depth Observed7stan mg in obs;-hole:-, -in. DePT to ilinottles DepthGroundwiternutu.5411CO- ft to weeping from side of obs.hole. Adj.Groundwater Reading Date; Index �'Ad I j.-factor Index Well 0 :7 �M. 1221 Time at gr sery 4� Ob atiiii �.N.......... J ............... 10 , it Ut '� lk'7 - I TITe at 6 141q Dc,p 9' Time @ -6) W­ 0 Start Pre-soak ...... End.Pre-soak -AX, tu 4t 3- M", IN -z­ ' Site Suitability Assessment: Site Passed Site Fafled: ddVIN Observation Hole Data TO Be Completed on Back n,i.inal: Public Health Division :•::•>Y:.y::�:;;•}:.;>}:•::•:•::::::•::..:�:...:•:. Other Depth from Soil Horizon Soil Texture Soil Color Mottling (Structure,Stones,Boulderes , (USDA) (Munscll) o Surface(in.) fit,_Zia L� ...............•..,......v...: TT -. .. .,.,. ,; ;} , •vS:Yk;;4,a? xdi?c: r ,:`a•'t .';ci?.. C+£S�Ci$:`s•i>':`2`s�3i ij :;,:,:•>:,:} Soil SoiiHorizon Soil Tcxturo�, Soil_Color_ Depth From ' unsell Mottling (Structure,$tones,Boulderes. Surface(in.) - (USDA) e log. LS 1� VIVA;, No Soil Other t r ' :......:..v:w"{3:};:-:,Yp:\;:f:'•-}:}y?i::vyy:}}:?::::}i.i`::;3;:Y:,:•.;'.`,i•}}:;+.•}:Y:•::Cr':...: Depth froin Soil Horizon Soil Tex[ure :$oi Color mottlingStructure, ones,Boulderes. Surface(in.) (USDA) (Munscli)`' ' !` , n h ..... .......... ....:::::.,..j�'�1 :. r .,• /''1.,• .'(,•�' JJ..:.::::•::! '}' ?�: ..:.�:.�::.,.,.:,:...�: a:.,•:.>:::•:{.>. �......,........y.. Other Depth tiorn Soil Horizon Soil Texture Soil Color! mottling (Structure,Stones,Boutderes. Surface(in.), (USDA} (Munseil), g I � r Flood Insttr rice Rate Man: ., Above S00 year flood boundary .No Yes. Within Soo year boundary., No, Yes Within 100 year flood boundary,No_ Yes Depth of Naturally Occui riDgl' rvious 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? .r i ems; If not.WhatFis the depth of naturally occurring pervious material? fi .;s _._. .. .. .... S'ertification .a,; - `, date I have assed the soil evaluator examination approved by the I certify that on ) P ,,,..,.+..,a..r of Rnvir6i'mantal Protection and that the above analysts.+vas per by me consistent with:. y-- - --- --- '�(." rQrax C�V'c�t2 ��1'�ft.. Sl��•-n c_eN��orrty j'S _ --i TWI A , TOP FOUND. EL.xx �•'• — WATER TIGHT COVER - 2' LEVEL - -� _. 1'c1tr! YI•encll I,engtii d „ ' INV. EL. 31•'10 -_-- II--�-- - 2 of .1!B' -- 1,�,2 Peas•tone FLOW LINE ;' ' 1-1. " mashed GrUshed one 10" MIN. ---- / I f t 4h INV. EL. 3�,o S ' MIN 6" _ __ O, ASUMP ' _ _ -_=_ - - - ono j _ �--^ � ' -��• -� - �— -- ��10' MIN -- 4• UQUID! DEPTH ,/ - o r�� ` �� p_�1 , t o 00 r� c=, c=� �_ o 0 INV El_. 3o•C.O il?i/ �il 30 •pp INV. EL. 31 ."y0• - — INV. EL. 30,40 0 a o c_a ,�, a © �o r� c El i Qe8 - e _. - - — ---- �- Vo. of Trenches .. . _ _ �' — Trench R7dth 13 -L PRFCAST REINFORCED CONCRE7F No. of 500 Gallon Precast Chambers 3 ��'� �- 314 - 1-1/2" Washed Crushed Stone - -- DISTRIBUTION BOX 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK 314" - 1--1/2" Washed Crushed Stone—" PROPOSED S.A. ,S: TRENCH SE(7770A- INSTALL ON A LEVEL BASE K 7_'3.0 MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINIMUM WALL THICKNESS 2" - 'Z,D TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION 12" SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT OTHER AND AT 2" MINIMUM BELOW INLET INIVERT, MANHOLE. E THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOXej THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION OUTLET PIPE. LiNE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY UNE OR RECONSTRUCTING THE LINES UNTiL ALL INVERTS ARE OF COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STOrIF EQUAL ELEVATION. HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 To Be Razed 11 Be pumped and Remove THREE 20" MANHOLES VTH READILY REMOVABLE IMPERMEABLE 1Jag & Shed Cesspools sha ;- Rd COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCE F'gisting pyEe ,- EXisting \�z `-P N,J JyN PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AN 1 ulY OUTLET TEES. J zP.t '. 200. 74 31 - - - x THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. � 32 °�o�4jb�� .. b �"is v p 3 'OD"�' 33 __ °4 `��,` r n ,�,�._ ,,� 1 DI5�1 RICT.• RC. RM.- L To ??C �f� a rT�Tr �1 c�'F. 1r8o�-�� J 9V r - f lI.` �0 Y1.'t l Da t um: �YG b� • tr. RUMDING SATBACIM \ Ui Fv" µ a, , o Jay FR01VT 20 , SIDE & .RRAR 10' 1 /. �wa ,rim• I'aTcel 69 \ �_ 5z' Proposed ti ���$ J , Marino tn 20,197. sq.ft. 1500 z w L� ASSESSORS DATA: - w i as DESIGN DATA: v, Gal Tank MAP 116 PARCF,L 69 33 Proposed �S _ SAS TrenchSTRUCTURE Deck FFM A L0, rF .,C o TYPE - 34 N0, BEDROOMS __GARBAGE DISPOSAL �O S, � T C' �- T-'� �d v �` .�' RE'�T S s MAP ADDR� DESIGN FLOW � `- - � �•' �, ��i, a � 1 v �•. 0 \ �/ , M,c� tr I 0 a� '� z `' — �'8 THIRD A 1 E'NUA Q , cb 10 18 I SEPTIC TANK Pr L o ose d \ .O''' , / elling LEACHING FACILITY �� _ o _ 20.0o -- ---- - GRAPHIC SCALE o �n� o,- � � r- a: --- - - 200.00 Pole-O- 20 0 ,o zo 40 ao 34 33 _ Iiti1 - ( IN FEET ) 35 \ _N81'09'27 R Pole„ i inch = 20 ft» - of JL Utll � 1 D\ --� l� 5011 Logs Pole - - - 1 - Test Da ----edge o te. March 8, 200,2 y Slol Evwluator.• Stephen Doyle7 "117 Health Agent: Barnsa ble General Construction Notes ASZ t 4!L-- _P1 a Pere Rate: <2 Min/Inch Prepared For.• 1. All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of Barnstable rules and regulations for the subsurface disposal of sewage. 8 T-1211"d 2 A - e-rZ TP 2In TP 1 :? At least one access port over tank tees shall be accessible within 6 inches of finish grade, "A " SL 10 3 �2 03112 0" `N o, 4� with any remaining access ports brought to within 12 inches of finish grade Os IerVllle, Massa cb use t is .Y1' 1 6„ A SL IOyT +��� ,ss� 7 Stele: 1" - z0' Date: Februs r 2z, 2002 -6 N►g1U1M T Ali components of the sanitary system shall be capable of withstanding H-10 loading, y 10yr 5/6 "Y, LS 10,E-' 5;16 o t`�Et ItNr �' J. unless they are under or within 10 feet of drives or parking. H-20 loading shall be used Prepared Rj- 129 _- W. TA71 DOYLE Stephen J. Doyle 29 9 o " under or within 10 feet of drives or parking unless noted. P And Assacia tes No. 375" 42 Canterbury Lane, E. Falmouth, .1fA 0,2536 „ °�f 's l�" Es Telephone: 5081 540.-,2534 C C The excavator/contractor shall verlfv the location of all site utilities prior to any _ _ FINE 107T 516 pert 30,• FINE 10yT 5�6 h4i ` �� Q� excavation. R vi s i _ =z - - - 31 © c SA-AD — SAND W y V S Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. 6. Any masonry units used to bring covers to grade shall be mortared in place —- — ----- --- ---- --120" -- - --- ----- 120" -- -------- 7 Finish grade shall have a minimum slope of 0.02 feet per foot. No Ground Water Encountered No Ground Water Encountered DATE DESCRIPTION 8Y 72141 C_ �T T-Y17 S Y-S ly W IIV, 7 -------- --- 3(.' TJIIaX C�taV 1��- ��t=t'L 51 S'\f�M �el��'��•-�C=N�S - ---------S TOP FOUND. EL. IR- -ems,-- —--— -- - - - --- WATER TIGHT COVER 2' LEVEL ---- �, , _ --- --- _. Total TJ•ench Length 2" of 11/8" -- 1,,2 Pesstone ! ' FLOW LINE Washed Crushed Stone Afb 10" MIN. A -- ;4" INV. EL. --- _-- 3 O ' o moo"° 0 00°o /., - SUMP i�-- �• �_ �� �aI+O�O 3 10' MIN. a' I TH 1_- -- u co, r c� o c� °O� O o �, o�qqe„ UOU D DfP �op�lS INV. EL. -30•l,�' INV, EL. 3o,4t7 rnv El ° '0� / o o � G - ---- - - j.. INV. EL. 31 --30 --- --� - — ---- _- - --1 __1 -- — -- --�� _ j - El ,0 Trenches 1 -- Trench h 3.-t- r.'.•. . . ,._�-.:w-_ -_ - - --�== -- No, of ache _ >�d t PRECAST REINFORCED CONCRETE No. of 500 Gallon Precast Chembers 3_ A�ashed Crus ed Stone - - 5" DISTRIBUTION BOX INSTALL ON A LEVEL BASE » " ZPROPO� 'E'l� 1. �S' TRENCH SECTION 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANI' 3, 4 - 1---1�,2 Washed Crushed Stone--- EL z3.o ' MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINIMUM WALL THICKNESS = 2" TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND MINIMUM INSIDE DIMENSION = 12" SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH �? SEPTIC TANK t_OCATED DIRECTLY UNDER THE CLEAN-OUT OTHER AND AT 2" MINIMUM BELOW INLET INVERT. MANHOLE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION OUTLET PIPE, LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE LINE OR RECONSTRU.,TiNG THE LINES UNTIL ALL INVERTS ARE OF ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY EQUAL ELEVATION. COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONF HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. d O - --- ---- --- —- -- - SEPTiC TANI! SHALL HAVE A MINIMUM COVER OF o" To Be Rated all Be Pumped and Re —��- ,. THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE & Shed Gspools shall 9 �� `" � rA� \S COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCES J[iSting pypellin�' _ sting pe' Pie 0 2 a R PORTS BEING PLACED AT THE CENTER AND OVER THE INLET ANDlb y OUTLET TEES. 2pp. 74 31 ._ ... _ vo ,' THE OUTLLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. 32 t ��` _.LS'0= 0°'� o Rm. Top CB 3` � , -__- _ ---_ �°° � �+ :,.,. N � P. L011TL'V'r DISTRICT RC t ' El. 3-t. 76 . Id 3 N80�42 - Da tum.• �VG tiV 96 ` - - - - -- - 32 , tYANNO rN P , BUILDIXG SETBACKS.YACHT FRONT 20' SIDE & REAR 10' Pal"CCl 69 o ,�,�-W wlanno 52 Proposed -r S ASSESSORS DATA: w i oti Ate_._._. y MAP 116 PARCEL 69 1500 20,197tSq.ft. a Gal Tank c� 9v z e; �°; DESIGN DATA: �^� 33 Proposed SAS 75-ench / �� ' ,` �"' FEMA 7,ONA „C Deck STREET ADDRESS.• STRUCTURE Q�s. 34 ---- - - ° ro i - _ J o d hfi� �O C T_� MA TYPE N0. BEDROOMS GARBAGE DISPOSAL ��'��=� ,� � � � _ _ -..� -"-J- �;\ 0ge � _ �1y�� ',1 ----- 8 TIIIRD A 1-�'NUF DESIGN FLOW Q \� = Aq0 17-C� • � ---- �,',ro L� I - Io _/ 0 too TP t 52, ► . ,� --- --- --- o_l � 10' _ ----- - - --- - ---- �` F�J 18' osCd ti6 � .04 Prof ' SEPTIC TANK USA vo r� O D lfe 1 \ , LEACHING FACILITY -3.--T_Ir -Z D --- ----- -- -- Sb i ' o \ — - 20.00 GRAPHIC SCALE Y. ' 34' 4' r-a \ Utll ' 1 20 0 to 20 40 so ---- -- 1— ---- ---- 5 N 200.0 Pole33 - 34 IN FFXT t 35 , , J81'09 o- util Pole _ _ p i inch - 20 ft -- a ve � , � Utll -_ -- -- t � -- �- Soil Lob's Pole ------- edge edge Pest Date: March 8, 2002 �� I� C1 Slol Etaluator.• Stephen Doyle Health Agent:t.• Barn-sable General Construction Notes Sit e 1�l an O f I.,a �'� d b°' Prepared For• Pert Rate: �2 Min;'Ineh I All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of Barnstable rules and regulations for the subsurface disposal of sewage. 8 TI2 I-i"d A VO n u o In TP I TP 2 2 At least one access port over tank tees shall be accessible within 6 inches of finish grade, „ with anv_ remaining access ports brought to within 12 inches of finish grade. OS t�'I'V�Ike, 1L1c�SSc� Ch uSe tS "A �. SL --- 10 r 3,2- 0' -- "A „ SI IOyT 3,12 O, t'``'A of «, ^ � Scale: 1" _ ,20" Date: Febrvarl:� 22, 200.2 y � 6 ----_ _6 +� wgluM .� �t� All components of the sanitary system shall be capable of withstanding H-lO loading LS 10 5 6 "I�" LS IOyr" 5116 LIES MAN � 1• unless they are under or within l0 feet of drives or parking. H-20 loading shall be used Prepared By. 1 0 U971 DOYLE under or within 10 feet of drives or parking unless noted. Stephen J. Do31e And Associates - — .29" -- -�--- ,29" � 9f �a y No.37559 42 Canterbury Lane, F Falmouth, JIA 02536 9� !s 1 1LP s �., Telephone: 508/540-2534 of -- - - »C,., „C„ � The excavator/contractor shall verify the location of all site utilities prior to any F-z � io �. B.Zoc �� FINE FI11'E �,-d'L excavation. SA.AD 10 i r 5 '6 pert 30" SA1VD 10✓r 5 '6 \�) y .,. -- _- r" i. Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. 6. Any masonry units used to bring covers to grade shall be mortared in place -- _-- — - - - -----1---- -------- 120 " 120 7. Finish grade shall have a minimum slope of 0.02 feet per foot. .'fro Ground Water Encountered No Ground Water Encountered No. DATE DEscRiPrroN eY