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HomeMy WebLinkAbout0014 BRALEY JENKINS ROAD - Health 14 BRALEY JENKINS ROAD Centerville A = 171 — 189 S M EAD® KEEPING YOU ORGANIZED No. 12534 2-IMWR To- wo %woms �wus� WrOWANQE MMEADM • nrt r, t No. 1�1� I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLAtion for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair(v� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address Lot No. 1hoI. Owner's Name,Address,and Tel.No.c.'rok{n C cn 90.. Assessor'sMap/Parcel �� — �$9 .�� �-�-J 0y .gfa.�cc� �cnhli�►S Rd. 0 Installer's Name,Address,and Tel.No. .8 i�a EXCcLVa Rio Designer's Name,Address,and Tel.No. EN L wor KS N-Ftasc-Mi c.a Forc54ja v- LjTn- OGS3 1Z W054 CrO3sfiGjJ R-L r-6rc34.A-1c Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided a qR gpd Plan Date Number of sheets Z Revision Date Title Size of Septic Tank 1500 9 of 0 Type of S.A.S. 500 qa) t-1 C. C 2) Description of Soil Nature of Repairs or Alterations(Answer when applicable)�C00olC C. -ronK- X i3OX- L na�cl%,,nR 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 Z S Dates Application Disapproved by Date for the following reasons Permit No. 7( Date Issued '� �r r No. ©I b ' ` , Fee 6.0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for Disposal 6pstent Construction Permit Application for a Permit to Construct( ) Repair(,oj"Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location ddres's or Lot No. R )y jY K I �'` G" Owner's Name,Address,and Tel.No.c a roky R C cn q c),, Assess Ab or �'11 �t;,;J ty (,jralcc.� �'cnhli�S Rd Installer's Name,Address,and Tel.No. B C ,q EXCc1JKvkf1)0 N Designer's Name,Address,and Tel.No. F_0 La wor}<5 1'�T�cnSc�t'� LrJ Forc5i J x Ic q11. DGS3 iZ t.Jcs4 Cro5s�-,'cig R-L Type of Building: Dwelling No.of Bedrooms 1 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .230 gpd Design flow provided � �� gpd Plan Date Number of sheets Z.• Revision Date Title Size of Septic Tank 1500 9 a I Type of S.A.S. 50c)!a g, Description of Soil Nature of Repairs or Alterations(Answer when applicable) R�p�aG C, nk tJ O X ' L Date last inspected: e i 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 'e? - 1 3-• 1$ Application Approved by (/- S Date Application Disapproved by Date for the following reasons Permit No. �� Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS _ J BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(✓f Upgraded( ) Abandoned( )by ,3 '� 3 E X Ca J cxa I O 0% at t-ci t td Zc n R; o s PoL has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 014-a(} dated' 6 �O Installer Q X Ca U 0.4 1 0/1 Designer _(�,V G f-1 a r a U #bedrooms _� Approved design flow 3 3 and The issuance of this permit shall notbeiconstrued as a guarantee that the system Qfunctids die igned.Date 9--- / 0 Inspector -------------------------------------------------------------- ------------- - - Fee -� No. pot 011 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposat,\6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( t,-of" Upgrade( ) Abandon( ) System located at 1,4 31-,,.i 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 com feted within three years of the date of this permit. �. 61� Date ��j t' Approved by y Town of Barnstable _Op 1HE Tpy� Regulatory Services Richard V. Scali, Interim Director * BARNMBLE,,' - 9 MAC 39• mQ Public:Health Division i6 �� �F�►u*`°' Thomas McKean,Director 200 Main Street, Hyannis,NIA-02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 7 1_Z.i 1 (6 Sewage Permit# Z,GiC- 2.11 . Assessor's Ma p\Parcel Designer: 5--rqq l iicer"A Wo r-ks, (n c , Installer F � B 't X C.CNCA i'C"/ Address: I LAO L C rb sst- e Address: t f On cc,,jc-J...`c,,—was issued a permit to install a (date) (installer) septic system at ( �� �y J z��`ti-n s based on a design drawn by (address) 6►Rg ine e�i rt�� a uc,-'Lu /4 C, dated 7 - I I S (designer) I certify that the septic.system referenced above was installed substantially according to. the design; which may include minor approved changes. such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that,the septic system referenced abode was installed with major changes (Le. greater than;10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but.in accordance with State & Local Regulations. Plan revision or certified as-built by designer to:follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construete nce with the terms of the I\A approval letters(if applicable) %OF PETER T. WENTEE CIVIL Installer' Signature) tvo.35og ataTEW C � (Designer's Signature) (Affix Designer amp Here) 'PLEASE RETURN TO .BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COWLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS:(to-115razA BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QAScptieQcsiencr Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION Iy _ Ta,IcL mpx;r,S Q,1 SEWAGE# ZO1$ - Z IT) VILLAGE 0cnAc.ry%1Nt_ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. R R EXCAlVq_J i o r, y 9 9 , OG 53 SEPTIC TANK CAPACITY 1500 9<0 LEACHING FACILITY: (type) SOO 9c LI LAC (70 (size) 13 X ZS x 2 NO.OF BEDROOMS OWNER tr'vCg0. " PERMIT DATE: 1- 1 L- 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �1 ^ 37'10n Az- y3'S 0 A3- 5 2 G 0 Aq" SS S4 ' y3 1 Rca.r Town of Barnstable r# Department of Regulatory Services RUMSTABLY, Public Health Division Date v? vQyA 's63q '�m�. WO Main,Street,Hyannis MA 02GOI. Nil r rFo hay� 1� Date Scheduled Fee Pd 0 0t ` me Ti . Soil Suitability Assessment for- S e Disposal Performed By: Vf K r d "t c4e_,e P61_ SE-1_5Y Witnessed By; — LOCATION &GENERAL INFORMATION Location Address Owner's Name. Address Ce1\ 11� p1 1 C(J (� M lT r d'ct le- �e.n 1/l: 3 �a/� Cep-ie r\,;1�.� M14, C)-Z, 3-z Assessor's Map/Parcel:, Engineer's Name �✓i9 i vl afl r:✓Lc� (AJ'a rtu t NEW CONSTRUCTION REPAIR Y Telephone# ')'O g— -77/-531- Land Use t e.5 &t i}-i0 I Slopes(rye) 2 J� fir' Surface Stones /"d/( Distances from: Open Wafer Body ^ ft Possible Wet Area ft. Drinking Water Well L==ft Drainage Way /� ft Property Line ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands'fn proximity to holes) J- ►5 ® I Z 1 p Parent.matcrial'(geologic) ®U'�"`� Depth to Bedrock. /VjU Depth to Groundwater. Standing Water in.Hole: d'^'e' Weeping-from Pit Face Estimated Seasonal High Groundwater 2 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: _ ___in. Depth to Sol]mottles:. In, Depth to weeping from side of obs.hole: — —in: Groundwater Adjustment ft. Index Well# Reading Date: Index`Weil level Adi.ractor— Adj,GrOutidwater Level PERCOLATION TEST Date- Time Observations Hole# Pefr_ MA Time at h" Depth of Perc �-2 �a1 Time at 6" Start Pre-soak Time @ -- t t 1 'rime(V-6„) End Pre-soak Rate Min./Inch Z t ` k J ►'C� Site Suitability Assessment: Site Passed Site.Failed: Additional Testing Needed(Y/N). Original: Public Heath Division Observation Hole Data To Be Completed cn Back----------- ***If percolation test is to he conducted within 1:00' of wetland,you.must first notify the Barnstable ConservationDNision at least one(1) week prior to beginning. Q:\SFPTI6FERCFORM.DOC L DEEP.OBSERVATION HOLE LOG Hole# Depth from 'Soil Horizon, Soil Texture Soil Color Soil Other S urface,(in;) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. o sistcncy,%Gravel) Lea", alto tam► 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) o -(a A ivY�`�IZ /o -3 Z. UqTj to r&-r)9 DEEP OBSERVATION HOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munscll) Mottling (Structure,Stones,Boulders: Consistency.016,G ve DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten Flood Insurance Rate Map, Above SOO year flood boundary No_ Yes Within 500 year boundary No-, Yes Within 100 year flood boundary No—6, 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? �S If not,what is the;depth of naturally occurring pervious material? Certification I certify that on 1 gol.jS"(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was'Per formed'by me consistent with the required tra• g,expertise and experience described in.310 CMR 15.017. �� i�� Signature Date , (Z:\S,EpTiC\PERCFQRM;DOC THE COMMONWEALTH-OF MASSACHUSETTS � BOARD, OF HEALTH ......... .. .4' ....OF.... '% C' .1..._ ! - �.......... ApplirFa#ion for j3ispoii al Works Tnnitrnrtinn ramit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewa a Disposal System at: vise, 1+ � Location-Address_.�.® 1...Q.cI..........:...� J �� -..: ,f..Q _... r r i 3 2......., ` l N�✓>S Owner ress ^.. C ICC= a ......................... ...... ...................1........_ .:....._. Installer ' Address , Type of Building Size Lot../:-t,,t Q..Sq. feet Dwelling—No. of Bedrooms................::........................Expansion��Attic_._� - Garbage Grinder: Other—Type of Building _- a�^'�_f�YNo. of persons.....___..-?._ (�►j— q(�-j-- Showers . — Cafeteria Otherfixtures ---------------------------------------------------------------------------------• W Design Flow...................... gallons per personAe}day. Total daily�flow..._._......� ._.�........-.._.. gallons. u WSeptic Tank—Liquid capacity//?/gallons Length................ Width.._...�_.__. Diameter................ Depth_..._.__...___. x Disposal Trench—No. .................... Width.................... Total Length.....................Total leaching area....................s.99�. ft. Seepage Pit No........f........... Diameter.....1 ......... Depth below inlet.... .... Total leaching sq. ft. Z Other Distribution box ( i� Dosing to -• - . Percolation Test Results Performed by._...� .�! ��__ ..... Date... �� `? .. Test Pit No. L.-4..2—minutes per inch Depth of Test Pit------ °.__ Depth to ground water----I............. -. (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W ..... . __ ...... O Description of Soil--------- .1. '"'" ------` -` . . ........... -•-- r' •-�`�6' V ----------------------------------- ---------------- --•-•--•---------------•------•----------------------•-----------•------------------------------------.------------------------------------- ... W U 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 TITLE. 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 ealth. / Signed `!- -------------------••---------------•---------- 2•,/qQ ...._ Dat Application Approved By.........--••-------•--------------- S 2 f Date Application Disapproved for the following reaso ---------------------------------------------------------------------------------------•----------------------------•----------------------------•••------•-------------------•-----•--•••-••------_.... G Date Permit No......... .. 5--l - _. Issued-----------------------............................... •-- Date No................-....... ( Fps.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARDOF HEALTH_77 ...._.... �..`^.......:�....OF..... r`'-✓V-� ; I 1t._:-._.z ....... ApplirFafion for Bispos al Works Tonutrur#ion Famit Application is hereby made for a Permit to Construct ( y or Repair ( ) an Individual Sewage Disposal System at: __ _ L �-r-/.oa . r-- c> l e V IL e,�, `. -, < <�-,,� e t e ,1'/ ) 1e ................_......---- •--................._....... ..7........................ -•-----•--------•----------------...------------...... - ......... -- Location-Addre or Lot N ...Z.._---• €�[c,o;_.g..... �S O 1 E Z �/S W Owner C .... Address.... ...._ .' mac Insta ler 4 ^ Address U Type of Building 3 Size Lot.... - �053_2_.Sq. feet Dwelling—No. of Bedrooms.............................................Expansion Attic_(---) Garbage Grinder aa Other—TYPe of Building , of persons.........O.............. Showers ( ) Cafeteria (—)— dOther fixtures .-•-•-•--•-•-----------•---••-•-----•--------------•--•-••-••--•---------•---•........._..•••-•----•-----•--••-••-•--••...........--•-............_:. W Design Flow.......................�'`� i ..._.gallons per•person per day. Total daily flow.......__.._.-3-�..._�...........gallons. „ WSeptic Tank—Liquid*capacity-�9` 'galIons Length.. _._G�. Width._�f_ "."Diameter________________ Depth_--`�' "_--19 x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq; ft. Seepage Pit No...•._.._f........... Diameter.._.__1.2....... Depth below inlet..... .... Total leaching area._?4_ sq. ft. Z Other Distribution box ( Y)"I Dosing tank-(")--- _ '-' Percolation Test Results Performed by......�e__`7 '�T ............ .� ... Date.... a P P .. P g / 2- ' �"-- Test Pit No. 1_._.._.._.. minutes per inch Depth of Test Pit.................... Depth to round water--______-------•----,__. rZo Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ = --------------------- .............................. -S cL -� e s Description of Soil /3 7 E? a .1 ------------ -- /'�--� -------••---------•---•--•------- V --•-•---•-------•------------------••--•-•---------------------------------•----------------------------•-----•------------•-----------------•-----•--•------------------•----------•-----•-••--..---- W UNature of Repairs or Alterations—Answer when applicable......................_.._...________...........____._......_.__................._....._........ .................................... ................•c... ---------------..........-------•------...---------------------------..............•.............................................. Agreement The undersigned agre�o install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT?1i . 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 d lth. Signed...... ....... .............C,-..........`....--a.=---•�.. '��2• �� Dat Application Approved By.............................-----•. !i. _.........- ��Q_ _.._. Dafe Application Disapproved for the following reaso :-----••---••••••-•---------•----•-----------•--•-•---••-••••......-•-------•-•..... ......Da................ -••-----....••--•-•••--•••---••----•-------•-••••--•---•.......................•-----•------••----•••-•----•--••---•---•--•------••-•--••----------•••----------------••••----•-----••••---------....... Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................. ..OF........../7 .. ............................................••--•--... (9rdifiratr of ToutpliFanrr THIS IS TO CERTIFY, Th t the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b - .._... _ t_ ` � .-•------------------••---------- Y---- -: ; F ;-------- t t•` / ` .- at......ham r � ��.....: ,?T C ( `�........... �IC I/�S ...............................................................................................✓( L(, �' has-been installed in accordance with the 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 CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ,..�nrx DATE.................S .....�_G..-._ �..._......................... Inspector......0 0.... -----•-----_.------••-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH S/ .........•...• �sz. ......OF............ � ."5 �.. ................. r "c No................... .... FEE........ C� Rspaaat Works nstrnr$ion famit -- .. Permission is reby granted `�.....:. �^� t y� L to Construct ( ; r �Repair ( an Individual Sage Disposal System at No.------ �....1 S6 - �2 C c" JC CL!5- �'��--J Fn► L -••--•. -------------•-- ----------------..----------•---- Street as shown on the application for Disposal Works Construction Permit ...._. Dated_...SI Z �_.�'.6............. Board He 1 DATE------- tl.�,l._ ...-n----•- - - FORM 1255 HOBBS & WARREN. INC., PUBLISHERS ' r TOWN OF BARNSTABLE r LOCATION j em�1,3 SEWAGE # VILLAGE C2•c1�ec��\\ P ��^ �q r ASSESSOR'S MAP & LOT\-Sys INSTALLER'S NAME & PHONE NO. \C SEPTIC TANK CAPACITY_ (700 �Q LEACHING FACILITY:(type) �j Q'A— (size) 00 �XO. OF BEDROOMS—'�3 _PRIVATE WELL OR rBUILDER OR OWNER DATE PERMIT ISSUED• -Ti A L DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I ' o � .= .f LA TOWN OF BARNSTABLE LOCATION \ o� -T�S� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. \L SEPTIC TANK CAPACITY \0 00 "LEACHING FACILITY:(type) j Q (size) 6 00 �)NO. OF BEDROOMS PRIVATE WELL OR BUILDER OR OWNER e.\D e DATE PERMIT ISSUED: DATE . COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No y SSG S- 0 1 LEGEND Grag� j�_ - i --•-— gg —— EXISTING CONTOUR 0- ��r 9&68 x 100.98 EXISTING SPOT GRADE y U UNDERGROUND WIRES / W EXISTING WATER SERVICE G EXISTING GAS SERVICE Pa LOCUS TEST PIT BENCHMARK en / �9 N LOCUS MAP Xc9� S a. NOT TO SCALE / o� j+ 100.14 �\ 100.87 �' 00 x 101.1 X +.100.79 a°� f oo �. EXISTING SEPTIC TANK 101.07 TO BE REMOVED GENERAL NOTES: X \ 98.72 Cl) j+ 100.15 101,49 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BM i2\ } 99,04 BOARD OF HEALTH AND THE DESIGN ENGINEER. 101,87 �^�� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 100.63 • ��2S' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 9,5 LAMP EXISTING TP ? N' .: '�fJp .� p LOCAL RULES AND REGULATIONS. v HOUSE(#14) Q T.O.F.=102.53f 'S 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR �:,; ,.:>" :": .` ``:. .:... �' ` ••' �1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 99,42 �pq. w X 30• � DESIGN ENGINEER. 40!5� .. 101,53 Off.` 22. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O O 99,9 ` ` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 100.00 101.28 GOB EE E CO S CO UES / 101.82 PROP. - 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. X WALK DECK SEPTIC -TANK 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 0\ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 100,50 101.37 101J9 t\ �' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 101.43 0 + 101,13 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. \off 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS of 0 EXISTING LEACH PIT AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 101,44 0edge 0 TO BE PUMPED AND DIRECTED BY THE APPROVING AUTHORITIES. S 7S0 / 1,65 + . <v FILLED WITH SAND 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 62`S�' 00, / \ + 00 ,^� THE CONSTRUCTION. ON.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2 01.86 2• \ __ O 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS / IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND �02 r = REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE PARCEL ID: 171 —T0.7- INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND " LOT 156 ` 10� NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. BENCHMARK,Nqs OUTSIDE COR.jBULKHEAD 15,000±S.F. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC �� OF SYSTEM COMPONENTS NOT SHOWN ON THE PLAN s9�yG EL.=101.87 PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE CIVIL N 14 BRALEY JENKINS ROAD, CENTERVILLE, MA No. 35109 R 6ISTER� �� Prepared for: B & B Excavation, 14 Teaberry Lane, Forestdale, MA 02644 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. <, PLAN REVISION 5/29/18 CENGA, CAROLYN M Engineering Works, Inc. 1"=20' P.T.M. 137-18 1) PROPOSED TANK AND S.A.S. LOCATIONS 14 BRALEY JENKINS ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 2 EXISTING TANK REMOVAL I CENTERVILLE, MA 02632 (508) 477-5313 4/4/18 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=97.5 FOR A DISTANCE OF 15' FROM THE EDGE EXISTING SEPTIC TANK PROPOSED D—BOX OF THE PROPOSED S.A.S. �HOUSE(#14)� INSTALL RISERS & COVERS OVER INLET & PROPOSED S.A.S. T.O.F.=102.53t OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT COVER SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=102.53t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=101.5t F.G. EL.=100.5t F.G. EL.=100.0t F.G. EL.=99.5f ff MAINTAIN 2% SLOPE OVER S.A.S. ^' DECK L = 32' O S=1% (MIN.) L = 6' L = 13' R W 4"SCH40 PVC ® S=1% (MIN.) ® S=1% (MI*EFFEC 2" LAYER OF 1/8" TO 1/2" `7 SS �� 4"SCH40 PVC 4"SCH40 P DOUBLE WASHED STONE �� Cn 6" ' (OR APPROVED FILTER FABRIC) 14" 8 66$666INV.= -�-3/4" TO 1-1/2" DOUBLE98 25 48" LIQUID WASHED STONE �+LEVEL ADD 4.8' 4'GAS BAFFLE INV.=97.57 PROPOSED INV.=97.40VE WIDTH = 12.8' ��� INV.=98.00 D—BO INV.=97.00 PROPOSED SEPTIC TANK Q ' SURROUNDED WITH STONE AS SHOWN ( CONNECT TO EXISTING SUITABLE SEWER PIPE/S H-20 RATED p; 1. AT HOUSE, AT OR ABOVE, INV.=99.2t verif 'N Ito TOP CONC. ELEV.=97.8t BREAKOUT ELEV.=97.50 ease a I NOTES: INV. ELEV.=97.00 eases BBaaaaaaaaa J 1 SEPTIC LAYOUT �12 8'CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aaaaaaaaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.00 4' 4' -- 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' OF NATURALLY OCCURRING TRUE TO GRADE ON A MECHANICALLY COMPACTED PERVIOUS MATERIAL SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5' (MIN.) ABOVE G.W. IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION SECTION rE3E3 ® 0 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=88.9 — ®®® ® ®®®® 33 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. N Ld ®®® ® ®Ea Ea E3 SEPTIC SYSTEM PROFILE ®®® ® ®®® z N.T.S. 102" DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS DATE: APRIL 4, 2018 (REF#15,360) 4" KNOCKOUT SOIL EVALUATOR: PETER McENTEE PE SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT 20" DIA. COVER DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 0 99.9 4" KNOCKOUT 4" KNOCKOUT 58" DAILY FLOW: 330 G.P.D. 99.9 A A o" 0 LOAMY SAND LOAMY SAND DESIGN FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 99•2 8'� 99.1 t0 4" KNOCKOUT GARBAGE GRINDER: NO—not allowed with design B B LOAMY SAND LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.9 S.F. 10YR 5/4 10YR 5/4 74 97.4 C 30" 97.2 C 32" 500 GALLON CAPACITY, H-20 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PERC CHAMBERS PROPOSED D—BOX: 1 INLET, 3 OUTLETS, H-20 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/D .-C AN PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 20% GRAVEL 20% GRAVEL 14 BRALEY JENKINS ROAD, CENTERVILLE, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: B & B Excavation, 14 Teaberry Lane, Forestdale, MA 02644 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. Engineering Works, N.T.S. P.T.M. 137-18 TOTAL AREA:....................................... , 471.2 S.F. 88.9 132' ,88.9 t 32" g g Inc. ...................... DESIGN FLOW PROVIDED: 0.74 GPD SF 471.2 SF = 348.7 GPD PERC RATE <2 MIN/IN. ( Ref. perc. 10/17/85, P#4881) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. / ( ) NO GROUNDWATER ENCOUNTERED (508) 477-5313 4/4/18 P.T.M. 2 Of 2 SO L LOG 4 (sa l DATE ,.. WITNESSED BY: �4 • -', :.. ;. � � 7�� 1Z, .�t1 t•. C., l �.�'=� hf BAxT,E'Ir. �h(Y�- o E7L v4 s L OV m 24 15u,Z 50 L 4�_L .52 QD - ol M E-�, vn� r 00. act 9 6 EL M U14 : - �, g • 2a z1r- V. MANHOLES AND COVER TO BE BUILT WITHIN EL TOP OF FINISHED i1 :: FOUNDATION 2' �-• . ". MIN. 2/�' SLOPE . f I 6 � OF FIN HED , N I S H E D 6 R A 0 E - � V S,E'�'/G ,:� ���° L�"RO � � '� a 4 CAST I RO 4„ � T�^r Pry• OR C 4 iST N:. ..•.... :,.• PVC S O �'VC 5CH. 4D ',v PITCH 1�q," FT, � 2'LEVEI'� ++ MIN. 2" tAYER PITCH _/ _`• , 1 8+` _ 112" PE TO N E Y 0 Q A S a a V4f FT I N V E R T G A t:L O N I N V E R T D I ST. INVERT ; i-- ci C]:•; ++ ++/p Q °• INVERT .5c ..:y"Q f3QX q[� �Q :, © D1A . •� �` .� __ Q ? TANK ar U � �p'^ 3 4 2 �.p..t•C.s•.' •,oV•• 6 INVERT •�� "'.D �� U WASHED I STONE S as / 7 + INVERT oep W s= Of ALL AROUND . _ I O GARBAGE ` ---- �-- Cc)n- i mI GRINDEP. s _+ —ri_J� ELEV. BOTTOM r 4:7 t'"1i l o • ri, 20' MIN. 6-0 D!A-..Il� OF P 1T �G ," V. — ` POT: Or • .. H014 E LE PROFILE OF GROUND WATER TABLE II 'cvw S A N I T A R Y DiSPO,SAL. SYSTEM/! NOT TO SCALE DESIGN DATA 3 BEDROOMS -'-`` CONSTRUCTION OF SANITARY DISPOSAL DESIGN FLOW. Z(O GAL DAY SYSTEM . SHALL C.0NFORM TO MASS . LEACH RATE MIN. { NCH ENVIRONMENTAL CODE TITLE 3L (REVISED7- f - 77� PROPOSED LEACH CAPACITY - HEALTH THE TOWN O F 73,4 re�u .s 7-',�,�3 4,E- HEALTH REGULATIONS. . (3, S 7T/ 2� +� SEPTIC TANK' DISTRIBUTION BOX AN'O LEACHING PITTO BE OF REINFORCED,,CONCRETE - GAL, DAY MIN. C0NCRETE 'STRENGTH 3000 PS MtN, STEEL STRENGTH 2OJ0 OOP Sf H 10 DESIGN LOADING DRIVEWAYS N',OTTO 'BE LOCATED OVER SYSTEM UNLESS H - 20 DESIGN LOADING IS USED. ALL PI PES 'A;N D FITT I NGS TO -BE WATERTIGHT AN D TO -BE OF CAST IRON OR S-CHED 40 P.V. C. SITE PLAN SHOWING PROPOSED CONSTRUCTION SH.!OF ISMS LEGEND . o ► T t o N= �. '' 79- L C E)V 7W-Z FOR r`- - .SQ . 1. c e .E 1 ': . Ce7 ' P, APPROVED 19 SCALE: DAr /�/ � , BOARD OF HEALTH BUILDING SETBACK REGULATIONS PER E X I S T I NG CONTOUR - --16---- REFERENCE. BUILDING INSPECTOR OR (3UILDI`NG Pz-":)tv 3Jc 3 - �r PROPOSED CONTOUR - t6�-�--- /� DATE AGENT COMMISSIONER , . .' MIN, FRONT SETBACK ,� EXISTING SPOT ELEVATION 17. 6 / , PROPOSED WATER SERVICE W OFRf,�ss MIN. SIDE SETBACK CRAI TEST HOLE LOCATION stc MIN. REAR SETBACK ` c - /�'� o. 274ti3 C . .I y PROFESSIONAL LAND. SURVEYORS L ENGINEERS �= PiAL 15S6 MAIN` ST`RE T.. RTE. 6A EAST .DENNIS M'ASS.' O 6 1 2 4 z ,