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HomeMy WebLinkAbout0686 PHINNEY'S LANE - Health rr 686 Phinney's Lane Centerville A= 251 —224 N SMEAD No.2-153LOR UPC 12534 smead.com • Made in USA 4tcyc('O TOWN OF BARNSTABLE LOCATION ��� ��;n�pei5 Lh SEWAGE# VILLAGE + ASSESSOR'S MAP&PARCEL \ SI- erVl ,J, INSTALLER'S NAME&PHONE NO.A J ✓�/f c -i"cx SEPTIC TANK CAPACITY 100C �9 �g�+� LEACHING FACILITY: (type)a X S00&-1 Ch^mk(size) � .b � D J 1 NO. OF BEDROOMS OWNER BPS/Cq Lnea- PERMIT DATE: �/ T COMPLIANCE DATE: 0 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) n OL Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of le714(2r) facility) CL Feet FURNISHED BY t� A, A' f yos ' S S -5 ` No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlon for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(�Zupgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No.6'�l, f 1;0,0 -5, ' Owner's Name,Address,and Tel.No.Ladeft� F�eyey !Q-re eo,v<'We Assessor's Map/Parcel • zj-/ —?2 Installe Nate,�ddress d Tel.No./y�l✓`�a�'�`i`� Designer's Name,Address,and Tel.No,E� Cat C C �c% ScvA tCvasS�ee-1. % Type of Building: Dwelling No.of Bedrooms ,3 Lot Size ,�o, /1% sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 jp gpd Design flow provided /,/dP 7 gpd Plan Date i���7 Number of sheets Z Revision Date Title Size of Septic Tank // /o 0 o Type of S.A.S. Cst:a�%�rJf' Description of Soil Nature of Repairs or Alterations(Answer when applicable) -Sd® Gee/ 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�He Signed Date Application Approved by L Date Application Disapproved by Date for the following reasons Permit No. �C� 4° Date Issued r - ;? /�" No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Disposal 6pstrm Construction Vrrmit Application for a Permit to Construct( ) Repair( a���ae'( ) Abandon( ) ❑Complete System Individual Components i iJ �i Location Address or Lot No. V �'�''6 � y Owner's Name,Address,and Tel.No.<'o��c f fY Assessor's Map/Parcel -�z.}—/ 2 �InrsltUaol le��rs rsr S?.dresr��/.�nGd Tae l..N�o.m ` Designer's c�Name,A.Gd.dLrr/eu-s sst,s aonfdTl/ ` oS_ 7s Type a'c'y/cvi �S of Building: Dwelling No.of Bedrooms Lot Size 7 o, /f% sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures Design Flow(min.required) 3 _70 gpd Design flow provided gpd Plan Date Number of sheets 2 Revision Date Title Size of Septic Tank /o 0 cr Type of S.A.S. Description of Soil ature of Repairs or Alterations(Answer when applicable) /1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance-with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health, Signed �� -- Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 01 ` L'�_ Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliattce THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(4-� Upgraded( ) Abandoned( )by at ��� /���ifa PvS ��' i r�,l�•w. + has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No.as dated Installer / 1 Designer #bedrooms Approved design flow ���j (� gpd The issuance of this permit sh 11 not be onsrtr'u�ed as a guarantee that the system�'wiI functio sign)d. Date 1 r / Inspectors 1 ------ � J----- --------------------------------------------------------------------------- -------------- ------ No. ' 1 Feer THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(_-5, Upgrade( ) 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 be co m feted within three years of the date of this perm us Date — 7 — Approved by Town of Barnstable' IMF r ti kt Il�4010 Wc>wd"V S`e. t Interi►ri I?ifecto . BARN'BTAB/.E..�' P.V.Wic.Heaith'.D►v►sitin'. a6gq. ,0m Thomas i<IcKeari,Director' 2(It),Matn$treet,Hyannis,MA"0260C Offiaei08 862 4644 508-790=630. t I+ l.nsialler&D642h&ekftif►edtf Wfofm: Date:; ZI`� i°t"1 Sewage Permit#ael �?SAssessa's Map\Parcel ZS[ 41' sign. ' c1Un.Des►gner' �'ny,nee�n� Wor'bts,•I�:c� Installer: Address Z r G rc S— , 'Addi6s:1, s 4�tuie Mc!a• On t-ci�cn� Z. sfL-}vas issue d:apeimit'.totnstafl:a, Ldate) (illstatler), - septie systeitt at (v 1i- Ph(fl n rL based on a design drawn by �'�+e:r t,, tP✓1�En (adW:ess) �yi�'irteeo:nq E zta, (.tt ,1 K( ( ( alit (1 (desi'gnet : ,... hated; _ ;I eeth dfy'zhatYtlte sepitc"system,i.eference above was installed suUst`thbal'-a, cording to the design which n�ay'i I de",mmor.approVed'changes's ich as latet•'al'felocatiot of the: uistribrtion`box.andforseptac,fauk. Swip.out (if;required) was.inspected and tie`soils were foundsatisfactoiy , l certify that the septic,system,.referenced above:was.iiistalied"with major Chan cy (i.c;; greater flian later41 ielocatior of the"." cir any Vertical relocation of'any",„component- Qf,the septic system)but;;;vi accordappe with State&,LOeal Rcgtilatigns.„Plan revision,pr certified,'as-built,by"designer'to':follow'. Strtp our:(tf regtiiced) Vas inspected an&thja soils: were found:satisfactor.X :l certify that the system refer6nc6d 'above.,was conshuctc ncp,.with,tlie,terns: of the ICA appiwal letters(it,tpplte UAW o Q..iistaller's Signature) c t In ( e ` ner's Signatu i" wmmatn}�Here) PI EE#SE RE-1 Ut2n1 TO"�A7[ NSTA'BLE:PUI3LiG,HEARTH DIV'ISIOM e )RTIFICA`l'E_ OF. COMPLIANCE WILL;NOT BE ISSUED' UNTIL BOTH"THIS FORM AND- AS- :BUILT CA,D:ARE:RECEIVED BY'THESARN�FABI.E'PI7BLIC HE'ALTIi DIVISION;; THANE YOU.' .•. _ QitSepte\Dcstgncr Gcititicntion Form Re��8,l4=l3.doe; .Towne Of-Barnstable ," .- p# Z7 Department of Regulatory Services (t�tArABtE, Public I3:ealtth Division Date ,[toes ._� 200 Main Street,..Hyannis MA 02601 -Jb/ �./ ` _ Fee Pd. GQ 'tc� Date Scheduled Time Soil Suitability Assess.�nent for Sejva e Disposal Messed 6,y._ —_ LOCATION & GENERAL INFORMATION Location Address �. I; '� Lh Owner's Nafii 1.�C-�z Vim t� 'Xie MI'S Address lv b Ph^r►v�4 y J l vim{ .1s%essor's'147ap/P9[CCI: Engineer's NCe� � Z . - .. _r: ;.r. n�r�j v' tot- �NEW CONSTRUCTION REPAIR r _ Telephone## SC S—'�-%"7 7— 3 "3 Land Use 2 r (�' Slopes Surface Stones Distances from: Open Water Body _ft. Possible.Wet Aiea_6� „ft Drin.ki❑ Water Well `�� t� / g J V ft Drainage Way: VIA-^ft Property.Line ,. c� 4! " ft Other ft SIsI+: UT:(Street name',dimensions of lot 6kaetaocations of'test holes&perc tests;locate wetlands fn proximity to holes)' s Parent material(geologic)�LyWCI-5�__ Depth to Bedrock Depth to Groundwater. Standing Water in Hole Jy� n yh Wecfiing from Pit Face /�o/���_____ Estimated Seasonal High C,roundw3:er DEITRNIINATION FOR SEASONAL HIGH WATEIk TABLE` 1 MCIhcxI Used: . Depth Observed standing;in obs,hole: —in, Depth lu Sall Inottles:_ fl Depth to weeping from site of obs.hole: _ in. Groundwater Adjustment Index Well# Reading Date: Index Well level Aral,ractor,,,,_z� Adj.10roundwater Level r ['ERCOL,AT:[ON 'r S r Dole x'hnc Observation. Hoie#i Time at:9" NO of ere M� I -i. p e�C Time at G Start Pre-soak Time @ End Pre-soak n a ft p` z Arh ear+�' d_-�tw .y✓ �,z RateMiit:/inch. C�i,LS In _ Site Suitability Assessment: Site Passed -•_ -Site.Failed;__._ A(lditional:Testing Needed(YIN)__'^• �.Original: Public Health Division Observation Hole Data To c Completed.on:Back- ----- -- *441f percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation:Division at)'east one (1) week prior to beginning. Q.ASEP1'ICIPERCFORM.DOC I. DEEP.OBSERVATION HOLE LOG Hole# -rP Depth from Soil Horizon Soil Texture .Soli Color Soil. Other Surface(in.) (USDA) (Munsell): Mottling '(Structure,Stones,Boulders. Consimcncy,%GravelY • 1 Z- l-( A �qwj Laa^ 1.O`C(Z`��Z --Yd _ 4gjj G4. 10 .r b DEEP OBSERVATION HOLE LOG Hole# Le— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA)- (Munsell) Mottling (Structure,Stones,Boulders. consistency,% rave iLL A Savv 6 wt 10 dL �z -39--13 e Lo Yrz s-7" voa'e) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil. Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATIONSOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil color Soil Other Surface(in:) (USDA) (Munselo Mottling (Structure,Stories:Boulders. Consi Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 50..0 year boundary No Yes within.100 year flood boundary No Yes Death 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 soft absorption system? '1'e S _ If not,what is the depth of naturally occurring pervious material? Ceftification i certify thaton _I I I LRC j (date)I'havepassed the soil evaluator examinatiomapproved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trmining.expertise and experience described in 310 CMR 15.017. Signature Date -1 Q7%SBPnCIPERCE0RM.D0C LOCATION � '04`YAEWACE PERMIT NO. VILLAGE I N S T A LLER'S NAME i ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED 7 &3 DAT E COMPLIANCE ISSUED //� � ba l� � , � 00 N01FRic.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ------7574-,-,*7...............OF........10al-12.,:�-1 4le................................... Appliration for %qvmial Works Towitrurtion Prrutit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: 7— ...........................41..... ----- Location-A dress or Lot ,o* .... ..................................... Owner r, ................. .......A:�. .-ty........................ ........... ........ ........................... Installer Address Type of Building Size Lot____________________ n Ur Dwelling—No. of Bedrooms.................._5....................Expansion Attic Garbage rinC 1 '/4'V a Other—Type of Building ............................ No. of persons............................ Showers Cafeter Other fixtures .......................................................................... Design Flow.................S _.._______________gallons per person per 4ay. Total daily flow....................—;Tff52.............gallons. 9 Septic Tank—Liquid capacity/W gallons Length_6 . Width................ Diameter.__-..._..___.._ Depth____.__.__.._... Disposal Trench—No. .................... Width_.__.__._._.__._.___ Total Length.____._.____._...__. Total leaching area---_--------------sq. ft. Seepage Pit No._______-I.......... Diameter....... .... Depth below inlet____._...._.____ Total leaching area.2!4KK4 Zsq. ft. Z Other Distribution box Dosing tank Performed by_eOZ!��5;��.x 4. ate......._�i Percolation Test Results Test Pit No. 1 -minutes per inch Depth of Test Pit.......1A....... Depth to ground water....A/0.,1. Grq Test Pit No. 2................minutes per inch Depth of Test Pit___..___._______._._ Depth to ground water........................ P4 ................................................................................. 0 S ::....................... D .................... ............ escription of oil..................................a..ma:..... ............................................................. ...... • .......................................... .......... ----------------------------------------------------........../ .0 ................................................................. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with I �the provisions of'I'T-Zj 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b thpea health. ed.... .. te Application Approved By.......h.l....---- ---- - -- ----------------- ................................................ .... ------------Date Application Disapproved forte following reasons:.......................................................................................... .--------------- ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date . No.r''..: ffl... F�$.. ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for UinpanFal Works Tonstrnrtinn runfit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: / l {//{ . ............................... .. �1.�..// �l ..' . T�.... _Location-Address / or Lot No. ................. =='•- �.. .. ..--•-•---•--....---...................---•--... -I...,`-r/..................................................... Owner j Address ... ..--• ----•............ .............•- -------•------ Installer Address UType of Building Size Lot............................S 1-y Dwelling—No. of Bedrooms.................::.................._..__.Expansion Attic ( ) Garbage Grin r ` '4 Other—Type of Building No. of persons............................ Showers P.I YP g -----•-•-•------------•-•--- P ( ) — Cafete 'a P-1 Other fixtures -------------------------------- . WDesign Flow.................`._........................gallons per person per day. Total daily flow___...............:�'r?..............gallons. 9 Septic Tank—Liquid*capacityZ ..gallons Length.:!�.-X_-. Width................ Diameter................ Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No.....___/---------- Diameter......+ 2....... Depth below inlet..... .......... Total leaching area.2 f...L.sq. ft. Z Other Distribution box (!" ) Dosing tank ,� / `-' Percolation Test Results Performed by.l----3':r�l='_. �'.C.:�f.?. ! J 410- r !��C�/�'_3.. Date Test Pit No. 1...<.?.....minutes per inch Depth of Test Pit___-__.�.L' ... Depth to ground water...... Gz, Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 Description of Soil.................................0- �.....!..:'.!� _.---7= 1A `'� -/.....,—``l'-—J , ''.-lp `_�` .. /O c r am, _ lcG*� ` S........................................................ ss .. V --------• -------------- .......... UW ••--•--•---------------------------------------•-••••-•----•-•.. ''. .....---YL '-�_....Sr....? �---....---- Nature of Repairs or Alterations—Answer when applicable............................................................................................... ..-- -------•---------•----•--••-----------•----•--•-•------•-••----•-••---•--•----...•------•---------•-----••--------------------•-----••-------------------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T iT S:i. p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ned. ,�:.......•--•••----•--•....................•••-------............................ .......................... Application Approved B ate PP PP Y ... � Application Disapproved for the following reasons-------------------------------•--------•------............................................................... ....................•-•----...-----......---------•------•---........------•---•------.........----....-••-•----•-------------•-----•-••----•---------•--------•----------------•------•--------•---•--- Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtifiratr of ToutpliFatta THIS IS TO ERTIFY, That the Individual Sewage Disposal System constructed ''-or Repaired ( ) .' b �f Installer f.::..{ � .. .. r at "',� a , has been installed in accordance with tie provisions of TITLE 5 of The State Sanitary Code''as/described in the application for Disposal Works Construction Permit No.#.,-!" ' __________________ dated_ {'% .._.--_-----___-___-------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WI L/F/UNCTION SATISFACTORY. DATE....?1...`l J..2.................................................... Inspector. /----------------------------------------------------------------- ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.....-•----........................................................................ N�.�-,,,I ? ..... F f. .................. � kn Tnntrailan anti# Permission is hereby granted-- �!' ;!`{r '.... - - -----------------------------------•--.......-----------. --------•--- r v� r- to Construct�'� )'i R Bair ( ) an ndi dual Sewage isposal System Q'� '� Street �' / as shown on the application for Disposal W ks Construction Permit No............ .: ----------------------- ............................ `. Board of Health DATE.... .................................. CJ ------------•------ FORM. 1255 HOBBS & WARREN. INC.. PUBLISHERS e ® LOCUS — m gg -- EXISTING CONTOUR o X 100.98 EXISTING SPOT GRADE —W EXISTING WATER SERVICE y ? 0.H.W. OVERHEAD WIRES y TEST PIT Qu;Sset �a W a BENCHMARK 0 v Brian Ln LEGEND ,y0 h Rd—Route 28 Folmo� ,� Dunns Pond Q� LOCUS MAP NOT TO SCALE / BEN BULKHEACHDMARK CORNER EL.=6788 LOT 48// 4' 20,1517//±SF PARCEL ID / 251-224 65.9 x 62.01 (/l 43' P �1 S'`. 60' x 64-30 66.77 TP-2 z EXISTING LEACH PIT / �v ` 1 TO BE PUMPED, FILLED W/ \_ 0 \ aD 0 SAND & ABANDONED. 67.40 O J x 89 64. \ o N EXISTING SEPTIC TANK ® 66.79 7,2o N \ INV.(IN)= 65.00E - • INV.(OUT)=64.75E U) BM PATIO �\ PINE,00 \\ 67. 8 x 6 6.6 5\ \ OD 67.40 x 6- LA f \ /EXISTINGrn HOUSE(#686) T.O.F.=68.6f, x\66,11 1 \ I 67.767,88 \ I 1 x /y \ I I 68.30 \ I 66.88 66,41\ I x67.55 66.58 I x D \ WOODED _ \\ L=74.40' WOODED 66.59 --k�\1329.71 ' L=57.57' 1 R=664.67' 67.34 69,19 68.64 EDGE OF PAV EMENT ' 67,55 � \ 66,65 `HAS PHINNEYIS LANE 65.37 PETER T. McENTEE CIVIL NO.35109 TE� PROPOSED SEPTIC SYSTEM UPGRADE PLAN 686 PHINNEY'S LANE, CENTERVILLE, MA Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 V OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. FEENEY, LORETTA G Engineering Works, Inc. 1"=20' P.T.M. 286-17 686 PHINNEY'S LANE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEEP N0. CENTERVILLE, MA 02632 (508) 477-5313 11/16/17 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=62.0 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=68.6t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=67.3t F.G. EL.-67.2f F.G. EL.66.6t F.G. EL.=66.0t VENT MAINTAIN 2% SLOPE r OVER S.A.S. < L = 8' ® S=1% (MIN.) ® S=1%5(MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE to"I g MLiim/ (OR APPROVED FILTER FABRIC) 14"EXISTING 48" UQUID --3/4" TO 1-1/Y DOUBLE LEVEL WASHED STONE GAS ADD INV.=63.62 PROPOSED 4' 4.8' 4' D BOX INV.=63.45 INV.=64.75f EFFECTIVE WIDTH = 12.8' (VERIFY) INSTALL3OOULETS INV.=61.50 F"IIXISTING SEPTIC TANK TEE AS REQ'D 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED NOTES: TOP CONC. ELEV.=62.60t BREAKOUT ELEV.=62.00 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & INV. ELEV.=61.50 aaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 6aaa9aaaBaa BBBaaBE= 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=59.50 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' 2 x 8.5' = 17.0 4' STONE BASE, AS SPECIFIED 310 CMR 15.405(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL 4 GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TEST PIT, EL.=54.3 SEPTIC SYSTEM PROFILE SOIL LOG GENERAL NOTES: DATE: NOVEMBER 13, 2017 (REF#15,527) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 65.9 0 65.3 0" OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE FILL FILL LOCAL RULES AND REGULATIONSEXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 64.9 A 12" 64.5 A 10" 1) A 3' variance, depth of cover, for 6' (max.) of cover over S.A.S. SANDY LOAM SANDY LOAM 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 64.5 10YR 4/2 0 10YR 4/2 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE B 16" 64. B 15" DESIGN ENGINEER. SANDY LOAM SANDY LOAM - - 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING - - •- 1 OYR 5/8 _ _ 10YR 5/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 62.6 40" 62.1 Ct ENGINEER BEFORE CONSTRUCTION CONTINUES. C1 PERC 5.-ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 40"/58" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF M-C SAND M-C SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5/6 10YR 5/6 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. >20% GRAVEL >20% GRAVEL 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 54.9 132" 54.3 132" AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PERC RATE <2 MIN/IN. "C" HORIZON DIRECTED BY THE APPROVING AUTHORITIES. PERC REFERENCE: P-1966, 5/9/83 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER ENCOUNTERED THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE BACK OF HOUSE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN ao DESIGN CRITERIA s9�'� (0 hCV NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) PROP. ♦\ \ S.A.S. DESIGN PERCOLATION RATE: <2 MIN/IN \\ DAILY FLOW: 330 GPD 2S•\\ DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF SEPTIC LAYOUT EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 686 PHINNEY'S LANE, CENTERVILLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Cape Cod Septic Services, 350 Main St, W. Yarmouth, MA 02673 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 286-17 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 11/16/17 P.T.M. 2 Of 2 SITE PLAN T YPICAL PROFIL.E SCAL ' -- / " = 3© NOT TO SCALE _ 18"STD. L T WGT C. MN CC)VER4"C.I. PIPE _ __. 4"BIT. FISER PIPE T/G.HT JO/NTS ' FLOW L ___ --_ — ---- _--- OUTLET LEVEL -•� �{ LINE ( -- C> TO FIRS JO/NT �_J __. __._. _ - c __.__ x f?WEL L ING C /U / „t M y G { _ C I. TEE -�--_ �- _ C.I. TEE r;. ' `{` I _1 PRECAST LY. � STANDARD ------�``� I r 1 CONCRETE ;� GALLON i SEPTIC TANK DISTRI8U10N 8C?X TO BE INS TA L L ED ON LEVEL , STABLE BASE SEPTIC TANK TO BE INSTALLED ON , /y C.EVEL , STABLE BASE 4 4 r 2 I/8" TD I/2'� WASHED PEASTONE" a L EACHIf'4lfi PI ALL AROUND FREE OF IRONS, FINESµ AND DUST IN PLACE ACE HA SE TD BE L FVFI_ " BRICK 8 MORTAR COURES ;TO D r ,3/4 r O I-//2 WASHED CRG STIED v r? G x: AS REOU/RED TO BRING STONE ALL AROUND ;FREE Or TO GRADE. 24"C.I. MH COVER c � CODER IFi'OA�S, FINES AND DUST IN PLACE _ --` AND FRAME _ --- s AA- �� �` � � � � _�L_� -�-- � - �- _ - - �� LEACHING PIT SE�TIO>v--- _. - % Z , jINLET - FLOW LINE 0 O S! DAYS �"``� I. CC3NGPETE T BE 4 00 P 28 2, REINFORCED WITH G' x 6" NO. 6 GA. W.W.M. 3. 2' AND 4' SECTIONS ARE AVAILABLE FOR GREATER r2, ox DEPTH REQUIREMENTS A F'"7t 7 I _ _ I OPENING WITH 4-//8" f 4. NUMBER OF PITS REQUIRED M' pt1TEf; DIAMETER & _ I , } ' I NOTE: EXCAVATE TO ELEVATION `'i / 3/4 INSIDE DIAMETER DR LONER AS *� y �� j - _— I 3„ REQUIRED TO REMOVE ALL LOAM AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN GRAVEL. TO DESIGNED GRADE MIN, EFFECTIVE DIAMETER (NOT TO EXCEED 3 T/MES EFFECT/VE DEPTH) m " WATER TABLE r. ! �i G7 C. ,' c M G A.. (li tP c°> ,.1 ►. T �`•-',. s — 71 L 6,1 ' SOIL AND FE RE C'474,;, , GENERAL NOTES PERC. RATE - MIN. /IN . +:7 ! r'M1iL�" NO HEAVY EQUIPMENT TO RUN OVER SYSTEM 6 , �,.1 C �t '-°�. (_f� ,�,f,.l�r s , �.A.;��r`4.r(%i�.�`. !�`7�j J�. t AJ(., SEPTIC YANK, CISTRIBUTION BOX , LEACHING PITS TO BE STANDARD TEST BY: __ _._._.� __�_ _� �_._ _ _��� PRECAST REIN` �^RCED CONCRETE UNITS. �.. ._t _.. WITNESSED BY. Jam' *+ �" 4, 1'__ �. rb- "4 M INSTAL -LED ALL SYSTEM, COMPONENTS SHALL BE INSTALED IN ACCORDANCE I l _ _ TO REVISED TITLE 5 OF THE STATE ENORONMENTAL CODE , TEST PIT GR. EL.:_Ll`+' DATE '_-fLj/-2-1-g'3 — MINIMUM REQUIREMENTS FOR THE SUBSUFACE DISPOSAL OF TEST PIT NO- I TEST PIT NO, 2 SANITARY SEWAGE EFFECTIVE I JULY 1977. (} — — (} ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARP OF HEALTH. AT COMPLETION OF CONSTRUCTION , PRIOR TO BACKFIL.LING, THE C �A P= • 1.: BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. Iv �- ---- I PITCH ALL SEWER LINES 1/4' / FT. UNLESS INDICATED 9L_r77".,•'' �1 OTHERtN15E. P.! u w T li-_ DESIGN DATA BEOROOMS ____._�?__ __ DISPOSAL__��+_L ►. t _ EST. TOTAL 2i'-:.".. DAILY EFF. � -- GALS, L EV END ,.— SEPTIC TANK - '_._. GAL. SIDE WALL AREA '`}._� GAL./SO. FT BOTTOM AREA _.._._�_4_�.'_.._GAL./SQ. FT 1f/ /�` n J {� SYSTEM ° �` �/J �7x�7, EXISTING GRADE LEACHING REQUIRED_ '` `22 _SO.FT. �E� r�� "E L�lS/ C�. AL .J .�1 E/►'l ACTUAL LEACHING AREA LE-Lt' M2 2- SQ.FT FOR ZONE � r { �' o�� FtNISHE D GRADE � --r' ti 4 ..r ,., ` �t t�«.r ,°�.! �,�. ' f1 rt �., <_�. dC�_3 INVERT ELEVATION ON . . � � �._.___.- !L1 A.1`� '-f' ' '�' i,,,,Q. ,a c>i�.: E ��� DOMESTIC WATER .SOURCE' _.:� � � PROPERTY LINE PLAN RE SCALE: AS INDICATED D ATE MEAN HIGH WATER 5E.NC:H MARK DATU W _.__. � (?�fA v " c I-A:' P;=�v _ �_ :,L MARSH WMN M. WARWICK 9 ASSOCIATES - BOX 801 — NORTH FAL MOUTH M/:SSACHUSET l" 5 02556