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HomeMy WebLinkAbout0013 BARBERRY LANE - Health 113 BARBERRY LANE arstons Mills AA = 102 — 146 r TOWN OF�BARNSTABLE t LOCATION ) q�APZi U;t � `AKIG SEWAGE# a6-AQ -- ®� VILLAGE HAA,5ic$JS h ltLS ASSESSOR'S MA�gP&PARCEL ID-X/1414 INSTALLER'S NAME&PHONE NO. � T lst9 Cl® 50'9-!*77-8 S''17 SEPTIC TANK CAPACITY o 000 (a*m1:QVS LEACHING FACILITY:(type) oo BG (size) ( �X 1:5 f NO.OF BEDROOMS etc S c P� OW C PZZ K cT 4*8 3-5 E S OWNER_ PA PERMIT.DATE: COMPLIANCE DATE: 4-4-®Z09-to Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well 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 f E _ L 4 l3 (mm .. Sir 13 -3 A 4 0-5 5 n TOWN OF BARNSTABLE LOCATION V6 6A t!4 UA)G' SEWAGE# VILLAGE MARSTWS M I u.0 ASSESSOR'S MAP&PARCEL I a INSTALLER'S NAME&PHONE NO. Ke[�fLTCp $p$ �7_g 8i SEPTIC TANK CAPACITY I .OHO C'ZsILLAUS LEACHING FACILITY:(type) SOG CI{.4tilt�Q�S(size) IX � NO.OF BEDROOMS 04'S+c�, pEA O Rt Q Potk tT #f g 3-5 g S OWNER C7jWAJG MAYNGE PERMIT DATE: 3 -36 -;ZZ C COMPLIANCE DATE: 4-1*-a®9_k0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Q A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ROW=C., I A MONT- � y-3 = ST 0-3 • 5 No. ."Zgzo Fee 1 �. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Disposal *pstrm Cunstruttion Ptrmit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System 2 Individual Components Location Address or Lot No. 13 Owner's Name,Address and Tel.No. ,SO. "� 3 �� bra t'dl� OaN►JE 1 Assessor's Map/Parcel 1 0;l t (s iaLkagEm LA/ ftyi"ryos tvil ` Installer's Name,Address,and Tel.No. $p2•-q,17-19!'_i 1 Designer's Name,Address,and Tel.No. Q urty a�4' ZY4t7L �1 ce, Type of Building: 3 QLA 0Q(4 ptffl*4LT 23-YES Dwelling No.of Bedrooms Lot Size 900 �- sq.ft. Garbage Grinder( ) Other Type of Building ]ZjM to 1,jTiACL,No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided .� gpd Plan Date 3 -i S- Number of sheets i Revision Date Title 13 B+ gWY ( j4-K. Size of Septic Tank tno (aA4_9�ooO Type of S.A.S. c�►?� Gft �� Description of Soil �'n - � �' Nature of Repairs or Alterations(Answer when applicable) GX 11s 1" 116i: i.1000 T �1 5 t'(- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He S' ed Date Application Approved by Date , 3o a' ' Application Disapproved by Date for the following reasons Permit No. &-Z `—o Date Issued 0Z0 �"^ 1 " "�yyss?..tk5'�nFz+kgyy, ,wS"'...� '$F..,,i.,_....a.,r. .,,, » .. K .fit + vim.y ..rgsw^-:^wf r.;�•. „ r........i . ,..r., a, .p ..:of No. 7_.oz c� r y IR _ Fee r so THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t� PUBLIC HEALTH DIVISION,- TOWN}OF BARNSTABLE, MASSACHUSETTS Yes RlOration for V,spoBal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(X Upgrade( ).Abandon( ') ❑Complete System 0ndividual Components Location Address or Lot No. 13 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1 d 1 oAN UE M A 006 ."To A*►a/C �S CsErl�►ES Installer's Name,Address,and Tel.No. 502-(f 77-$'&'1, Designer's Name,Address,and Tel.No. SO a `% Type of Building: 3 T j-S8S +Dwelling No.of Bedrooms Lot Size Qd + sq.ft. Garbage Grinder( ) Other Type of Building z?t No.of Persons Showers( ) Cafeteria( ) Other Fixtures r.. Design Flow(min.required) gpd Design flow provided .(.L,. gpd Plan Date 3-as Number of sheets ! Revision Date Title 13 3 &Q�a%k LAAJF 4,� a Size of Septic Tank 1 6 C .�b� Type of S.A.S. (2) jp Description of Soil — i it VCA A I Nature of Repairs or Alterations(Answer when applicable) L= ., (L Z �a r 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 f Compliance has been issued by this Board of Health. Siped } Date -• �, ' �� Application Approved by Date ?J Application Disapproved by ^. Date the following reasons Permit No. [) Q �'Q Date. ued 0 QZ Q - - -_• - - _ _:- - --- --------- - ------ - - -- - - - - - -------- - - _.. . . .-Y - - - - --I - ._ _. _ - _._ . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dispossallsystem Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by to(�,�-Y�'Z" 6,_)A„ C. at ?, t� has been constructed in accordance with the provisions of Title 5 an the for Disposal System Construction Permit No. _(jft-_09 dated 712t)1;7 `installer JR0 Oft 64211 Designer�'�6�����- #bedrooms Approved design flow gpd The issuance of this p it shall not be construed as a guarantee that the system wi fiz io as desioed. Date ) Inspector 1, v 019 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -.BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction permit Permission is hereby granted to Construct( ) Repair(%4 Upgrade( ) Abandon( ) System located at 3 , zem-xt, c_ d 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 completed within three years of the date of this permit. = ` Date ��30 Z O?� Approved by v. .. Town of Barnstable dFIKE Regulatory Services Richard V. Scali, Interim DirectorT aaetvscng[.E. • ..., � MAM Public Health Division , °rFon�•►°i Thomas McKean, Director ,-:. 200 Main Street,Hyannis,MA 02601 F= Office: 508-862-4644 Fax: 508-79.0-6304 Installer& Designer Certification Form Date: 4-15-20 Sewage Permit# ;021 "09 Assessor's Map\Parcel_102/146 Designer: _-:5'C EnDtne_eritl , *Tylr_. Installer: Robert B. Our Co., Inc. (RBO) Address: ZSS�l Crcnbe.rry �i,� Wa y Address: 363 Whites Path South Yarmouth,MA Ea,5k tuare.�%a,m N 625,3E On ,3"30 -ad a0 RBO was issued a permit to install a (date) (installer)'- septic system at_13 Barberry Lane based on a design drawn by (address) _SC E ZA 9 , TO dated 3-25-20 (designer) X 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 above was installed with major changes (i.e. 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 constructed 1 iance with the terms ,of the AA approval letters(if applicable) �Q1.ZHvF Afgss 0�� 9cy aU v CHURCHIId.,IR, (In to ler's na re. CML .41 AP 0 �F 1 K (D ner's Signature (Affix De t p Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALTH D SION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc _ _ - 1 No.�f3-ST--3 Fps.. ®_.............. THE COMMONWEALTH OF MASSACHUSETTS a f BOAR® OF HEALTH TOW f .0...............OF.-........ AR $.Y,4_6(_.G----------...-•----....__...-.... Appliration for Uispwi al lVorkii Tnnitrnrtinn rantit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: l3 ••--.......BAKTaICAMY.....LA.is1%.................-•- ,..!!� .......................................•-••- .................................................... Locat n- dress - or Lot No. s Owner Address a ................ .. .�z, � ------------------.•-•- •...------•--•-----•-•...__ ........................................................... ---.........---._._._.._...._________--•_•- Installer Address dType of Building Size Lot_____U.00........Sq. feet U Dwelling—No. of Bedrooms.......3_ Expansion Attic ( Garbage Grinder WD) --------•-----_---- '� Other—Type T e of Building p-, � yp g ___ No. of persons.........49--_____._____ Showers (2—) — Cafeteria (NLI Q' Other fixtures _________________________________ d W Design Flow....... _.__.i __........gallons per person per day. Total daily flow------------3_5_0..................gallons. WSeptic Tank—Liquid capacity.l_QIIb_gallons Length----LQ_------ Width....4........ Diameter._.......... Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area---dAte....sq. ft. Seepage Pit No_____________________ ._Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (i/� Dosing tank ( ) -! a Percolation Test Results Performed by-------- Date.......... ... Test Pit No. 1.....4......minutes per inch Depth of Test Pit----- _�._._..___ Depth to ground water..... _. fT Test Pit No. 2......" __._minutes per inch Depth of Test Pit____________________ Depth to ground water_______________________- .,. Descriptio of Soil-•--Q- 01----------j'-0-A-.-.-.-.W -•-I---.T s?t------ 4 C S (— -j`----------e-- U W •-•--------------------------------•••---•--•-•-------•-•-------------------------•-----------•--------------•-------- --•-•••--•-------•-•••••••--••------•-----...•---•-•-•••----•-•----------------•• UNature 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 TITA!Z- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issu d by the board of health. s' c /�/ /8 Lze a -• " a ApplicationApproved By.. •--- -----------..................................................................... -------- ---- --- ............... Date Application Disapproved r t following reasons-------------------------------------------------------------------------------------------••----._._.........._ ..-------•------------------------------------------------------------------------------------------•----•-------••-•--•••------••--------•-•-•-•••------------------------•-----•••--•---••---•••_-•--- Date PermitNo......................................................... Issued_....................................................... Date No ..� .: '��.. '-�f Fss. ..rp._............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ©.11J .............OF......... P.X).:5�`._.�:.. !-�j. ................................... , pplira#ion, for 11i£pnout Workii Tumitrurtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Al , ...............i.% fL (...�.? ........�V�.... .....................................?''...............................•-•------------.......--- Locat on- ddress or Lot N o. . ... .�.n t ......................................................... Owner /1 Address W '' '-4=r•-�•-•-•. :'....-•-•----•-----•................. .......................... ..._. ----............•-•-•••-----.•-••-•�-••••-......•-----.... ,-� .............. .•••--•-•••. Installer Address Pq Q . Type of Building Size Lot._.__q?.OL?........Sq. feet aDwelling—No.f f Bedrooms Building ._.._.._.o..........Expansion Attic ( h Garbage Grinder (40) p.l Other—Type o B g '�.__..._.... No. of persons.........4 ............. Showers (X) Cafeteria (t&9) W Other fixtures ;r--------------------------------------•------ W Design Flow................!'.._._$.............gallons per person per day. Total daily flow...........-33.0_..................gallons. WSeptic Tank—Liquid*capacity 00.0..gallons Length----1.0...... Width....le_........ Diameter__?......... Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_..�--C-dt?-----sq. ft. Seepage Pit No......................Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (V/) Dosing tank ( ) '-' Percolation Test Results Performed by._......Z.(A C. A . .......��' �%rll�a'�__ Date........a .... a Test Pit No. 1................minutes per inch Depth of Test Pit....)_ -......... Depth to ground water.... ..?......... Gz, Test Pit No. 2..... .....minutes per inch Depth of Test Pit-_______--___-_--•- Depth to ground water........................ a' 1-----------------------------r........................................................................................--.........C................._. O Descriptio of Soil--- `' = '_A "1`` `a� E Tc.0 p i` �" VGA ._...W+. 1... 12 __�.......... •. ` ..Ctr�................................................................ UW ....................................................................................................................................................................................................... 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 TITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issgpd by the board of health. •s `f/ u' ............. APP1>cat>on Approved BY - eel ------1---------------------------------•--------•----•----------------•-.------•------- --_•-- ...--- --------------- Date ApplicationDisapproved following reasons----------------•--------------------------------------------------------------------......--•-••••---.....--••-- ---------------------•-----...-••-............_....--•••-----•••---..........----•---...--••-•------•----••..........._.....-----•••---.....•--.....--•••••--•--•----••-•---•-•-•----•-••••--•••-•...... Date PermitNo........................................................ Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ram.... ..................OF....� .. Z a ..5. "�'" ............. ......... . .......................... Trrtifiratr of TvmV�i�inrr � � THIS IS TO CERTIFA That the Individual Sewage Disposal System constructed ((/) or Repaired ( ) by........ vt �`-' : » G •------•--------•------------••-----------------------•-•---------•----. .................................................... Installer - at.........•--•....... -------- ? 'r''� � i.l ---------------•---------------•---------------•-----•------ --- -- has been installed in accordance with provisions of T 5 of The State Sanitaryd s sc bed in the application for Disposal Works Construction Permit No .............. dated__.0.:..... ......... .................... THE ISSUANCjr OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM WI � F TION SATISFACTORY. DATE...� � ._ Inspector... ..... ....:..--•••- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No......................... FEE........................ Elispo� nrkii�To T�, - W it anit Permission is�ereby granted----- --•-• ---------------....-------------.....-------.................... to Construct�Y) or Repair ( ) an Individual Sewage Dis ; s System at No........ .......... "e r' r F� < :,��" t L �/Y! f .1f/ ------.• ...-••---. �e ---------------------••----- ----. ----..................... Street�t<to— d 1 as shown on the ap ation r Dispos Works Construction Permit o. ._................. a - ______ 4 . N .................. ................................-•-•••. ....... -,-----'•---•....••---•......•----•-•---•......-•-- Boar of Health 000 DATE---- / \ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS \\ J 1 T.IF 4 l J v r 6f 0/1 so+L'r£5T i. t q� q /o 0.0 v: rsl- J1U LoT i1, 110D. , Y• op •.t a a Z noju Yo 4 A. ON f /no.n v pope _ --- - : e 7 ° op 7,$:nn.e s nc i L o-r 3 { `N OF M l n F A aE:A . 4'3,5(0o 'S,F. 1 Na2M� 30� r. S• g. rho sum - 1 A>suMab Pk0*fE4-T?01\-[ UN,00.E Fik'i)ct E ; GrFA-P T L—TL G-c LEGEND EXISTING SPOT ELEVATION 0„0 ����w °F"'�ss, CERTIFIED PLOT PLAN EXISTING CONTOUR o--- 0 --- 7 Lo,T � FINISHED SPOT ELEVATION �° A G�' 37 FINISHED CONTOUR 0 o 1�'I,A�� c j 0�� w i4­1' 1:'L ORSE y No.10951 O APPROVED , BOARD OF HEALTH A9o9FOisTE�` `��` IN FSS/ONA1. DATE AGENT ! SCALES / "_ 3 - DATEg -7 s•3 (EL DREDGE ENGINEERING CQ IN ------- CLIENT'"'.':..,,.., ._., I CERTIFY THAT THE PROPOSED Et�I3TERE REGISTERED JOB ItlO.. , BUILDING SHOWN ON THIS PLAN CIVIL LAND i4 CONFORMS TO THE ZONING LAWS ENOI .EER URVE DR.6Y� OF gpRN3TAB E, MASS. cEPr 712 MAIN STREET CH. BY,' R.E tia 8 3 d- i H YA N N I S, MASS. SHEET..L OF l EG. . LAND SURVEYOR. ElTiYER 7"s,NE SFPT/C TANrf OR 1p EAeH/ivG P!T A.RE JyORE Tr�+A, /2"BELD tv •JO � M/�L �.RAOE�� 24'O/AM ET'ER CoNGR�T� G'OYER. SNAIL B.F e.4'OuGt/T TO G.QA6E. `,,,v 6XT,?!► + GOIVf:IlCT,� yAWPVC1 PIPE )YEAVY CA 57' bV O/Y L.L 3, MIN. AITCit OR/V_ArWA Y cOYE�S 'pFp Fr Gd C V o!'L EA l ';LAYER MJ�1Lpt74 CAL- ' • • • . . . • • • WA5,YeO 5MNE DJST , •. • . . • • ,� . B a � • ttJVE�T..P a Low.L gAM1�. .. 6 • •EFPrEGT/YE • • �f 4 L _ Tcwsoi�./rehcES of �, .s � r • • DEPTt/ • � • •` � •� : WASh+Ea STdXE } cLA49�f S O 6 • • • • • • • f �� o � . ?8 • •� • a` • • • • • • ,� PRECAST SEE`A G£A 0 : r ` 7T DAY t �. • • . . • • . s o P/T DR £OL//1/ IXYER?''-A—i JrW"INer; 97 F� L . PTI� Ti4I11/IC' 9�?'' � y FF. 0/14M. (r tSE TAS L/1TJQ/i/�, - 40071LOT SZ4P71C Tlilil/� ! OJlI BOAS ` F • r S�'G7rlOJ1I OF G,ROUNO A4472 A TAIL E /MET OUTLET'Pl97WALM140 li s a S�'N1Af!a� OP.S�1fA sT1�°Y /NLlT tEACNJuG P►�" __FCC E LE�4CfflN!. PfT 7A4&VLA'T'ID/1� . y Y .. =� ota/ENstol�. } R CRITEJ�Z/� ®J.�lEIl/3/o Al OFBEoa�tsc `t LOG �tyw�/0�+ Fr_i� �N. G��4di1 Gg DISPOSAL l/X t T So J r07'AL f.SrJ�rEo FLOW 33 v G,4L./Qr�tY $OJL TEST At/ SOIL TFST¢/Z Nul�tBER.GIF' ACXInrG P/Ts_ f2*t�✓. 9/,Cl -ct�✓, LETg OF .S011- TT 78 ;,lF3, . S/OE LtAGHJNG PER PtT :rT 0 '_ Z PESULTS 3vJT/V EsS'RO BY J 2E: JA c e p; „ 430TT'O/►4 LZACNING PER PJT SO•. FT / .,,ors A, FERCOLAT/ON RATaE MJ^Vf/VCH 7-07Al- LEACH/N6 AREA Zr' .b. SQ iT. 7 ^PS 0 = GERCOLATIaN RA 7W Jk2 T PG.t'S ALA r! iESERVE LEs;CirJN6 AREr'► z 6 SQ FT. _ L. r�sr �:=F P 22�3 OFMdss� e . V17'`r T,z,? ✓cC �OT d3% 'AVE OF A 7? S T. G�N.S /� / L_.L. S Mff � OR.SE v, • o p No.10951: EL ORFDGE ElV(r/1!/F�R/NG CO,/NC. I57E 712 BHA/N ST • yYRN.viS, MAS,.. sc N �olcl �. ND GltOtlNt7:yYATtR 1rNCOGJNTl�R�G CL/ANT.l3AysroE OR r` ; 7 2'L/ 3 0 SUS Q GROUNO Lv.4TER AT ELEV. J048 rV IO. 6'-� �" SHl=lE7"Z0- - AA i FEE 4.(Non-refundable ui�itl.-;5 ' (ate TELEPHONE -N.0. 1`1 59 TELEPHO E NO. -125 'ZZy- Applicant' a signature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 0 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SOIL. LOG oa SUB-DIVISION NAME ") S/ANQ �arfOft `� DATE � ,�.i g 9 3 'rI mu; E IANSION AREA: Y1:S ►_ o N0 , 1J®�-�t�l �1-1.-1 �_ E14GINELK TOWN WATT.-k 11It,IVATE' WELL. J®4-#t l �CG�( IlOAM) 01'' HEALTH SKETCH: (!�I-r.eut- t.c:. ,dimemiions of lot, exact location of h(-Au-:; and j)ercuai,t.i.c►r► tesks , locate wetlands in proximity to tuLi 1►oh!: ) NOTES: 44 mob{L 0 iesrCr N Q .. ► cc�. 00 i 0� �... c�T ► 3 Ca 1'I',14CO1,AT i u14 RATE: L M 1+.4 (-- 1 I '1'1•ST 11014: NO: _ ELEVATION: '1't•: '.1' I lc)l.F: tJl.► I:I !.''•..' '.'I' I ( old vt 113t T" 3 � G.Ay 3 _ A —� ti AAEt SP wo 5 7 - - - fi 1 r) 10 � 11 12 12 _-- - - - 13 1:1 14 15 iG 5U1'1'Ah.l`,1. 1'hlt SUB-SCURFACE SEWAGE': LEACHING FIELD LUAC111141,; LEACHING TRLNclu5 'UNf3U1TA11LL•' l�u!< SuB-SURFACE SEWAGE. REASONS: OJA NOTE' : L:NGaNE);,1tINC PLANS MUST SHOW. NUMBER ASSIGNED ON PEItC TI-I' T Al'1'LICA'.1'I:0I4 COMPLETED XN ENTIRETY ICY ,�+, AN�7 RFT jNI:D '1`i) Rr�Altl� ail' HEALTH LO CAT IO SEWAGE PERMIT NO. L-0+ i2c? nr IS'S- 5f&-� VILLAGE MAr-64ows (s INSTA LL R'S NAME i ADDRESS &t—AON5 BUILDER OR OWNER Cc DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED 31Irl r V L � po = 7'± FINISH GRADE OVER D-BOX= 59.3''�' , , PROPOSED VENT WITH CHARCOAL FLOOR EL. 68. FINISH GRADE OVER CHAMBERS= 59.1 - 60.6 FILTER TO ABOVE GRADE GENERAL NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT H-20 SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& COVER OVER H-20 CONCRETE RISER 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OUTLET TO WITHIN 6 OF F.G. TO WITHIN 6"OF FINISHED GRADE 4 SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE ' MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 65.0'± F.G.@ FND. EL.= OVER TANK EL. 65 O t CODE AND ANY APPLICABLE LOCAL RULES. 5" DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PROPOSED 4" TOP OF SAS= rjrj,QO' PLACE H-20 CONCRETE DESIGN ENGINEER. EXISTING 4' 3.9 Prop. 5.6'Prop. RISER&COMER ON ALL 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SE V" ER PIPE r SCH.40 PVC 4" PVC TEE See Note#23 CHAMBERS w/INILET PIPES SEWER PIPE 54.00 See Note#23 BREAKOUT EL= 54.50� TO WITHINI 6"OF F.G. SYSTEM UNLESS OTHERWISE NOTED. 3,� 3" DROP MAX 3 9 _ , � 4 - ---- _ 2 DROP MIN L-6$ ± TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.s�oPe�1^r> PR V W TE TI HT O IDE A R G ELEVATION=54.50 FORA DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A I 13 4"PVC IN FROM JOINTS (TYP.) v� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" \\-*61 .7'± SEPTIC TANK 4" PVC OUT TO 0 0 0 0 0 0 0 0 CONTRACTOR TO PROVIDE O o 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY o o o 0 SPECIFIED DROP BETWEEN o0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. INLET AND OUTLET P CONTRACTOR CONTRACTOR SHALL 12 0 0 0 SHALL VERIFY SIZE 48 VERIFY CONDITION OF OUTLET TEE 54.40� MIN. rj4.23' 2' o � � � 0 � � � 0 � o 0 0 � � � � � o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 00 �xa AND CONDITION OF EXISTING TEES 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6"CRUSHED STONE 0 0 000 0� EXISTING SEPTIC AND REPLACE AS o 0 0 o 0 0 0 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS TANK NECESSARY OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE , 4.0 4 0 AND DESIGN ENGINEER. 8.5'(NP) 4.0' 4.0' I 5 OUTLET DISTRIBUTION BOX (TYP�) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00, TO BE INSTALLED ON A LEVEL STABLE 25.0' „ ESTABLISHED ON TOP OF A NAIL SET IN A 16 TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET. OUTLET 52.00, GROUND WATER ELEV.= < 47.00 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT ^► � p� CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CONTRACTOR TO VERIFY EXISTING SEPTIC TANK PROFILE TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIC?RTO ANY WORK& H-20 DISTRIBUTION BOX DETAIL H-20 CHAMBER DETAILS NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE NOTIFY ENGINEER {F DIFFERENT. NOT TO SCALE NOT TO SCALE WATERTIGHT. TEST PIT DATf°'1< 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PERC NO. TPT-20-50 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ' r" APPROPRIATE AUTHORITY. PROPOSED H-20 DISTRIBUTION BOX �'+ + ��" � .David W. Stanton IRS/ INSPECTOR.i ! '`, . • • ' ' * EVALUATOR: Michael Pimentel, EIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND Hage -10 LOADING UNLESS LOCATED • „ • . UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR PROPOSED 4 PVC VENT PIPE; � Oct. 27 1 t ♦ C.S.E.APPROVAL DATE: ct 999 EXACT LOCATION PER OWNER TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. � . DATE: March 17 2020 ' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. Benchmark '>; . • ✓sf TEST PIT#: 1 MAP 102 `'� MAP 102 Nail in 16"Tree �' ,- -_, • +► i r -=. /7 ELEV TOP= 59.00' 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE LOT 190 LOT 147 Elev. =60.00' - - - 58 - -- - _ , • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. Approx. M.S.L. • s' • ' LOCUS f�/ ELEV WATER= <47.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, PROPOSED 2-500 GALLON •,� . �� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). 587° �9. H-20 LEACHING CHAMBERS f PERC RATE _ <2 min./inch ,�- 00 00 E WITH AGGREGATE • ' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN N \ �, �, DEPTH OF PERC= "C"Soil SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. O - -60-- - \ TREE 3 ' TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: 0 LINE ) 1 �c ASSESSOR'S MAP 102 PARCEL 146 o -` \ (2 - - -59 OWNER OF RECORD: JOANNE MAYNE m o o EXIST. 59x0' • . i oil 59.00 a oo ` SHED \ ADDRESS: 13 BARBERRY LANE C'' rn 26" 67 _ _ \ I .• • Q MARSTONS MILLS MA 02648 o _ _ - -\ z \ _ °o GRAVEL\ /\ EL , ' ' !� Y FEMA FLOOD ZONE X \` 60 - � DRIVE �� ! vrf/�i Fill COMMUNITY PANEL# 25001C0542J v ` _ 62' - \\ �" WALL '\ 17. DEED REFERENCE: BOOK 9422, PAGE 90 MAP 102 \ �, TP 2 `.r " ... ° , ®N E I I ,. LOT 144 60 54.00 18. PLAN REFERENCE: PLAN BOOK 138, PAGE 25 ` _ .. t • o (1 i- 25.0' 6Q -� '~-- I i " �� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. -� HC-1 ; r 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 10.0' I \ ! 63 WALK-OUT / - 61- \ (4 a r , LP \ -- / �s __ _ _ ° 4 \\ �\ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 0,1 _ _-� PROPOSED '� _ -< O .. ., , . .>, , . _ 64- \\ `� FOR USES OFTHIS PLAN OTHER THAN ITS INTENDED PURPOSE. x �-64- INSPECTION PORT'.\ s o EX. LEACHING PIT TO BE FLOOR HC-2 C Med. to Coarse Sand „ I 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A PUMPED, WITH x \ / EL=60.40' .62- \ �� A 11 -i 2.5Y6/6 \ \ - / I DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A CLEAN, SAND &ABANDONED \ �. J -" REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. / \ WALL \ W _ 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMIT AND EX. DISTRIBUTION BOX I 6s \ _ \ C L1J Q S DECK 6 APPROVALS FOR THIS PROJECT. TO BE ABANDONED , \ \ \ �� ® Z^ LOCUS PLAN x FLOOR \ \ Q LOO \ \ 6, > J 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE - D ,._ i EL.=68.74 \ \ L� \ � Q � SCALE: 1 - 1000 � APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7)&CMR 15.211. -66 O c5� I tY �- Q 144 47.00 (1.) A 0.9'WAIVER (3.0'-3.9') FOR THE MAX. COVER OVER THE H-20 DISTRIBUTION BOX. X ® \ { ` J #13 \ \� .LOC \ IDw i1 ,� o (2.) A 2.6'WAIVER (3.0' 5.6') FOR THE MAX. COVER OVER THE H-20 SAS. X ppROX _--w ` _ No Mottling,Standing or Weeping Observed 3. A 2.9'WAIVER 10.0'-7.1' FOR THE SETBACK FROM THE SAS TO SLAB FOUNDATION. W O\ A ) w EXISTING 1 CO x- \ --)-- 1 BEDROOM DESIGN x -- - - -67 - - -\ DWELLING w-� \ Q " Perc rate taken from soil lest taken on EXISTING 1,000 GALLON X \ / WALK ( m NUMBER OF BEDROOMS (EXISTING) 1 7-18-83(Soil Test Ref. P-2113) per design LEGEND SEPTIC TANK TO BE I \ plan dated 7-29-83, prepaud by Eldredge I \ i NUMBER OF BEDROOMS (DESIGN) 3 (per original Permit#83-585) UTILIZED !N THIS DESIGN I \ J I I � � Engineering Co., Inc. on filEwith the 50x0 EXISTING SPOT GRADE \ - 110 Barnstable Board of Health DESIGN FLOW GAUDAY/BEDROOM I 68 / I - 50 EXISTING CONTOUR x \ \ / � I I \ � I TOTAL DESIGN FLOW 330 GAUDAY �+ n /� /� x \\ / / I \ TEST PIT D!"�TO i - r-� PROPOSED CONTOUR 0 \ _ 660 .X \ \ / / � I \ DESIGN FLOW x 200 /o GAUDAY PERC NO. TPT-D-50 X \\ \\ \\ GAS S GAS--L- GAS'c-- AS USE EXISTING 1,000 GALLON SEPTIC TANK INSPECTOR: David W. Santon, IREVALUATOR: Michael S 0/H/W EXISTING OVERHEAD UTILITIES v I \\ / C.S E. APPROVAL DATE: Oct I27 1999E W EXISTING WATER LINE W I ` \ BIT. DRIVE \ \I' INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE GAS EXISTING GAS LINE �` 0) DATE: March 17, 2)20 1 MAP 102 \\ `\ \ \ 6' z LOT 146 \ \ \\ o \ `�\ W TEST PIT#: 9,800 S.F.± \\, -\ \ SIDEWALL CAPACITY X TEST PIT LOCATION I \ \\ \\ \ w > (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) GAIUDAY ELEV TOP 6G.00' - 2 .0 12. 3 2 2 0.74 GPD/S.F. - GAUDAY X \ \ a ( 5 8 ) ( ) ( ) ( ) 112.0 G X \\ \\ \\ \\ o o \ OW ELEV WATER= <41.00' ® EXISTING 1,000 GALLON SEPTIC TANK tR X \ \\ \610 0�\ M rn\\ \y BOTTOM CAPACITY PERC RATE= PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE X \\ \\ 6 \ \ \ z \ w (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY DEPTH OF PERC= / 6d, �` \ \ \ I (25.0 x 12.83) (0.74 GPD/S.F.) 237.4 GAUDAY PROPOSED H-20 DISTRIBUTION BOX TEXTURAL CLASS: 1 \ \ \ O PROPOSED 500 GALLON H-20 LEACHING CHAMBER 100.00' \ \ N87°00,00"W \ \\ \ \ MAP 102 \ \� TOTALS: LOT 145 02 TOTAL NUMBER OF CHAMBERS 2 0" 60.00' REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 472.2 SQ.FT. +p TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE MAP 102 Fill PREPARED FOR: LOT 145-01 ROBERT B. OUR CO., INC. I 60" 55.00, NOTES: LOCATED AT 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 13 BARBERRY LANE MARSTONS MILLS, MA 02648 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. Med. to Coarse Sand C SCALE: 1 INCH = 10 FT. DATE: MARCH 25, 2020 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH SWING-TIES 2.5Y 6/6 �� 44 o s 10 20 ao FEET TEST PIT DATA. DESCRIPTION HCA HC-2 3. ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II, GROUNDWATER JOHN L PREPARED BY: CHURCHIIL JR. RESERVED FOR BOARD OF HEALTH USE cIWL N JC ENGINEERING INC. COR NER OF STONE 1 25.7 7.2 , PROTECTION OVERLAY DISTRICT AND ESTUARY. I ) No. 41807 2854 CRANBERRY HIGHWAY 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE CORNER OF STONE(2) 31.T 20.0' INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO r�+ EAST WAREHAM, MA 02538 INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS SITE PLAN CORNER OF STONE(3) 53.5' 30.8' 144 48.00 508.273.0377 APPEAR TO BE INCORRECT. SCALE: 1"= 10' CORNER OF STONE(4) 50.2' 24.5' No Mottling,Standing or Weeping Observed Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.5081