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HomeMy WebLinkAbout0065 HOLLIDGE HILL LANE - Health 65 HOLLIDGE HILL LMCI Marstons Mills A = 081 — 006 — 027 C I i TOWN OF BARNSTABLE LOCATION P 0U10GiE E tL& &d'G SEWAGE# XV iq —q(9 VILLAGE MdNZS-miuS M lc.,c..S ASSESSOR'S MAP&PARCEL sce-*-7 1- INSTALLER'S NAME&PHONE NO. a SEPTIC TANK CAPACITY (.500 Gw.L4-0,&�S c LEACHING FACILITY: (type)C(o�LC (v GM�(�tS (size) 4 X 4*UI NO.OF BEDROOMS OWNER KAZW C&—C-U 4 -rot q j'-EAlt✓(l C.�zW PERMIT DATE: j 6—a f �L®f 9 COMPLIANCE DATE: j 1 —'j—L0 l 9 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/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within I 300 feet of leaching facility) `�© Feet FURNISHEDBY (!APe-&At)6JR66p2A ®UL`O - F��t t No. r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for ZispoBAY Opstem Co=stern pendit Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Individual Components Location Address or,-I10ot No. (4E)L( L0(2E 0 L,L�A Own�ersN�Address,an4 Tel.No. 00 Assessor's Map/Parcel '-1`_1 -79 *PAj5W ( N Installer's Name,Address,and Tel.No.cS62 71-'9�`T7 Designer's Name,Address,and Tel.No. C�4 C-W� AD'A�z 6UA,<O . -J G 4SW TOr. Type of Building: Dwelling No.of Bedrooms Lot Size `-i' �] sq.ft. Garbage Grinder( ) Other Type of Building AV5060TlA4,_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)® gpd Design flow provided 332., J gpd Plan Date !b e)t 3 Number of sheets Revision Date Title fio J 6RJ LLB'1) W I L-c- Size of Septic Tank Type of S.A.S. Description of Soil i2- Cr qAR_S Nature of Repairs or Alterations(Answer when applicable) T_Na5 Z�t-L-L N I `co G4L 4-(10 Seri - r�.y &3 t4-ao b -sga;c lb (J Lz fare L� a0 r'& � :� �4 � W iTt k I Fegw_r Or— C-Am 06.) (ems i' I� a 3 cv) Si 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 Boa,,of H Signed C Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. QWK L�(I Date Issued ��,r (✓��j 110 3 r. Fee f 122 No THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for ]Disposal i ipstrm Construction i3ermit Application for a Permit to Construct( ) Repair YV Upgrade( ) Abandon( ) F6,d/omplete System ❑Individual Components Location Address or Lot No.&Y (4t)t_tDQE t41 L(. W Owner's Name,Address,and Tel.No. oo( �UJ GOLt UA Assessor's Map/Parcel ( M M M Installer's Name,Address,and Tel.$40.s6$-*,n-onn Designer's Name,Address,and Tel.No. 50$_01731 0S 17 C�b"k11D5��t73atZ D 6UA,<O . ��- Cel6cltrJC lx.�, T Type of Building: Dwelling No.of Bedrooms 3 Lot Size q.ft. Garbage Grinder( ) Other Type of Building j &-!gjZ tA,(__No.of Persons Showers( )"'Cafeteria( ) Other Fixtures Design Flow(min.required) � gpd Design flow provided 39 gpd Plan Date /6-a T n D4 9 Number of sheets Revision Date T Title W(LL. 3yF � Z�c)C Nfl LLB Size of Septic Tank Type of S.A.S. Description of Soil -C. Nature of Repairs or Alterations(Answer when applicable) Zj4 Z1*d1_ JU&2&jj i,t.[mil C-4(� 4►(d -S Em-1L oij L-LvS &,q) 3 9__=rx) SLI)t& } Date last inspected: 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 3: Compliance has been issued by this Board of Health. Signed Date 10-3 101 cl Applic non Approved by l Date '} Application Disapproved by Date for the following reasons t Permit No. ,(�(Grj 1�( Date Issued ---------------------- ----------.--------- - ---- ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS r U 11 I�'I y BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned('').by �U at has been constructed in accordance --with the provisions of Title-5 and the for Disposal System Construction Permit No. ' _ul ated Installer Designer e l )G #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will c n designed Date Inspector ------------=--------- ------,-------------------------------------------------------w No. Qd (�t Fee��.►--- �6' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3pffmit Permission is hereby granted to Construct( ) Repair(k) Upgrade( ) Abandon( ) System located at 6 5; n( -( ( (--r- ( ''`\\( ( _ y)E- M �Ar N1/!C 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 . Approved by n r Nov. 1. 2019 6: 25PM No, 3568 P. 1 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Public Health Division �Fn 'A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Officc; $08-862-4644 Fax; 508-790-6304 Installer&Designer Certification Form Date: 114' 11 Sewage PermitVaO 1q —4 t 2 Assessor's Map\Parcel 91 12 7 Designer; SC Conto^ e� hoc.. Installer: c cvu�je- C—VrW c+se Address; 2135`! Cc'"Vercy W'4%' Wa y Address: 1 C vw(r ecci a l 6-we f e a 5k W c,((.1n W, N A. -0.2 a 3$ M n sG� t;, K Pt o.Z G y 9 On to—3 f ryl0(1 CQQewicle.. Pnit4e(twj was issued a permit to install a (date) (installer) septic system at (D Jr N d f die, H l' Gdayl based on a design drawn by (address) G Ent In ek.c dated 2401 (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 above 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 construc nce with the terms of the RA approval letters(if applicable) ` s JOHN L CHUR ILL JPt, vlL tstalle ' igna ur N ,41 7 signer's Sig (Affix gn s plere) PL ASE RET ARNSTABLE PUBLIC RED S CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT11 S FORM AND AS- BOLT CARD ARE RECEIVED BY THE BARNSTABLE PUBMC HEALTH DIVISION. THANK YOU. QA8ept1e\Deslgrw Certification Form Rev 8-14-13,doe plof -ley - , t O C,A T I N SEWAGE P E R-IbI_I T N O._ 'VI L L AG E Wll►P C�81 4rd�0-74 IV1/l6 I N S T A LLER'S NAME . ADDRESS B U I L E R OR .OWNER �orc � fir' D•A T E PERMIT ISSUED �lm DATE COMPLIANCE ISSUED Z. Y Q/ �4 ,` K � Lh ��'Q.A 4 n, �\{ Of ygSs��"s THE COMMONWEALTH OF MASSAC,HU'SEE S"- ©i �3f u` a j ROE RT -,:• `$�y BOARD OF HEALTH R ` ` I oi4/4)OF ... ....� Applirutiun "fur Uhipouttl Workii (nunitrurtiun Vrrmit S vthl plication is hereby made for a Permit to Construct ( •--Y'or Repair ( ) an Individual Sewage Disposal ys em at: -----------------------------------------LnT.._. ....................................... L anon-Addiress p or Lot No. j Q_4rC..t� _�Q.ST_.[-0.4 tw er t - e Address Installer Address Type of Building Size Lot....5.0&Z._.=.Sq. feet U Dwelling— No. of Bedrooms......:.-_-_.-_-'a.......................Expansion Attic ( ) Garbage Grinder (140) p, Other—Type of Building ............................ No. of persons..........__------------.. Showers ( ) — Cafeteria ( ) Q Other fixtures Design Flow...................5-S.:............._.gallons per person ?er day. Total daily flow......__.....330--.-----......... g f W 111on�. WSeptic T::nk—Liquid capacitv.).5...gallons LenZth.IJ-.0_" __ Width.G,!---.0.`._..Diameter................i llfpth..6.�_a. i x Disposal INCU t—No. ..--.---_---__._.- Width---��.��.._. Total Length...�A/�'�... Total leaching area....44.. .0.....sq. ft. � 3 Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area.............._.._sq. fl. Z Other Distribution box ( '--Y- Dosing tank ( ) 1 Percolation Test Results Performed by.......L_' _w.....L ��'��ner )0c............. Date..NG ..p i%6_1....... Test Pit No. I......,�------Minutes per inch Depth of Test PitA.'L'--.0 .. Depth to ground water.k. y&--WC*AVTE-► > G% Test Pit No. 2----------------minutes per inch Depth of Test Pit... Depth to ground ........ I Description of Sodprt-----;-0.-;r-O�.EGA.t!1 n�1QiL;. :14=-1a"6---C�?_At..S�. 1t2.�dQ.A�4�`... .4-Q-12�4.`.Llf��?. .►uL..c...Sa�o Y 4 w 1 I_ I n • N 1 1 ry I U -_• ."-..c. ,�r..�., jr.�.r�.�..a.-4.....�.- �. x -- --------------------------------------------------------- ----------- --- - --------------------------------------------- ---------------------------- U Nature of Repairs or Alterations—Answer when applicable.------_..................................................... .......................... -----•------ - ------------------- -- -- ------------------------------------------------------------------------- ----- --------- ----- -----------------•----- ...........-----------.----.. Agreement: The undersigned agrees to install the aforedescribed IWoardl System in accordance with the provisions of Article XI of the State Sanitary Code — eyv es not to place the system in operation until a Certificate of Compliance has bee ssue Sign _ .. Application Approved By. �! ------ I If ----------------- ------- --- -- Datc Application Disapproved or f e following reasons-------- -- ----------------------------- -----•------------•-----------....------------------------......---•-•. ------------------------------------------------------- ---•---------------------------•--•------------------ ............................................. ......................................... Date PermitNo--------------------------------------------------------- Issued........................................................ Date Fitz................... ......_ THE COMMONWEALTH OF MASSACHUSE_?TS ROBERTE. �$y BOARD OF HEALTH 0 U -rb.[/L.)OF .... ... ... \ Q Applirtttiun -for Bispoiial Works Tonstrnrtion Vrrniit 4plication is hereby made for a Permit to Construct ( --or Repair ( ) an Individual Sewage Disposal Sys em at: G_E.._t714.... __ 1�4[.S7s�:4?_S__Y!�4 ...........................`. _.....__._.� .__ ----------------------- L tion-Ad less or Lot No. . .............................. 1_ l_.�1.�-�a.ST._CO—0 C?_.�.,A/�4.12STo COir Address ) 94 b Installer Address UType of Building Size Lot....S.Q30I...-_Sq. feet 1, Dwelling— No. of Bedrooms,,................3....._....._...........Expansion Attic ( ) Garbage Grinder (PVC) pa,4 Other—Type of Building _."....................... No. of persons.......................... Showers ( ) — Cafeteria ( ) a Q Other -fixtures .---- . :'-�f:.::...:.................................. ......................... -- -------•---•------......... •--- ------•-------•--...-------- W Design Flow...................S-'t................_gallons per person �er day. Total daily flow.............33.0......................gallons. WSeptic •l tnk— Liquid capacitv.)._15Z_gaIIons Lenrh.Wt2' �Vidtli.Co�..G.`.... Diameter................ Dfpth..6.-Q.... x Disposal 1FjC*W- No. ........I.......Y' XVIdth... �.��.... Total Length...W. �3".. Total leaching area....4.00.....sq. fI. 3 Seepage Pit No--------------------- D1ame eT_<-_---..-__..._- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( L---- Dosing tank ( ) 1 Percolation Test Results Perf6rtn by-�...Lo..w.... ` �`��-.E...�c.:............ Date.._. �a ..��t_� c _�....... :t minutes per inchDepth of Test Pit..L2.-:A....... Depth to ground water. Y�..Wrau+u71`+t�b> Test Pit \o. 1.. ...;2.....-- r - � C�. Test Pit No. 2_. __..._____..minutes per inch Depth of Test Pit...tQ�-..G."__ Depth to ground water..4..'.Co.'............ O Description of Soil➢rr4!... O.':.2-6�_.�GAMpt.�a�sOtL•_ �P=.j�t:6.._CAA�.tI�.. ►.n.1tl_ '�A� uPyrs!e...0" _1G-. .-o.. A P 2•o T_-4'a".-GoACts-E..9*j�q Q ._.4ro:-." d.'=��...C��r--�_t�r�..�..d'-L".:.�-�•. ........... ............................................................. •-•--. ............................ ...... -------------------- UNature of Repairs or Alterations—Answer when applicable................................................................... ........................... ....................................................... ......................................................... --- . ------.....................-•----------------...----........--•---------. Agreement The undersigned agrees to insrhall the aforedescribed Individual Sewage Disposa System in accordance with the provisions of Article XI of the State Sanitary Code — T undersigned�fu e g es not to place the system in operation until a Certificate of Co Tian e has b/" sue thboard fah. t . C Sig.- .. .. ... �tS Application Approved BY-- ------ .................. .............................. Date Application Disapproved for flee follouring reasons--------------------------- -------------- ----•------ ..................................................... ................•------•-----------•-....----- --•-_...------...._---- -•---•---•-----------••---....--------------- ------. --•--•----.-•----..----- ---- ---------- ----....--------------------•--- pate PermitNo.---••--------------------------------------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7-0 OF ........r�...._ .. . ........ x�. C�rrtifiratr of Tumplittnrr THa�'lS Yi hat the Individual Sewage Disposal Syste constructed ( ) or Repaired ( ) by-. -- ---..... ,, N ner..... - ! �� a at.......... ......... . .......... _ -- -----............. ....-------- -------------- -----...................................... .......................... ....... ...................... has horn lni talled in accordance witl he provisions of .-art• X clL /the State Sanitary � �s sc�ihed in the application for Disposal Works Construction Permit No.... •.?�..�5...../ dated .... ._......... ...... ,THE ISSYAN, E OF THIS CERTIFICATE SHALL NOT BE CONST AS A GUARANTEE THAT THE SYSTEM WI CTION SATISFACTORY. I)ATF_...d P. KO- -- - - --------- - ---- - -- .... Inspector.--- --- .......................--------- ----------------------•------.------- THE COMMONWEALTH OF MASSACHUSETTS BOARDOF HEALTH q; OF.. ..`.... /C...STD'!`.....L-�`....................... 416 No.......... -- f._ .. FEE........................ irpl< nstrurtion 11rrmit Pcrmis .. .......................................................... sr to t or Rep .� 1. nd•v' a wage Disposal System at t�.. ........... .............----.............. ................................. •.......... .............................................. ..... vlovli ......-•--•- Street'' tart 3;Z a: shown on the applicatilni for ".posal Nor{s Construction Permit No.g.__..:._.::; Dated.......`f.�.. .............. n -------------- B wrd of HealthDATE. -- . --- . .. .. /v///.. .. FORM 1239 HOBBS 6 WARREN INC PUBLISHERS t LOCATI N / SEWAGE PERMIT NO. V I L L A G"E �'' WI)rcyf c� I N S T A LLER'S NAME ADDRESS 8 pLP(j e 0 U i L E R 0101 OWNER x r Ale,< 1'6' Z&11±1 etowe, DATE PERMIT ISSUED DAT E COMP-LIANCE ISSUED 1 v fv �� vl � Gl� o r LEV- 9 9 7a 1^- s --ALL ELEV. mi Note>9 AQ E !9 ^✓fit F 2 D LoA/`1 .Z a Su 3SoiL, �---- It N Z�-- PtTcW kL.L LIWES A fit1k rmu4-j cP 1/6'%Fcr7T ., -4VC) S4AID •''+, i/ `� \� I Au i�tPEg TO .1►►�8 Id THrc SYSTEM SF+1stL ♦ I.. --' ` �(,;Q,4v�L �� r• 2d' .,,� n � � _ i � � O � � � (1 0 0 C,_ A,LL gEP'CA+C 1rcu1KS, PtST2t't3�7rla..� gox, 4�-rC" �lA — l EAR►-it.JEa PCc� S4�At_<_ gE DEStG.JE� Fc>� © J N - 2.0 vi E. Lo s.o r�i C,s u w c-0 �.L>-cC�Sa 1211 - - ---- �- IZENtOJE A� u,JS�rra3c.E MATEt2lAt_. BE�SEA71-f .e!2sG W � /'• _ © M O g O �� T11E Iw1�/E2T E►-EVATIo. fS OF LEACF�i. PETS f 1 s,9yU 8S 2 -t� L_,= __ N In i 00 O �J 00 nn 10 (O ago B��Ftw wlru Cv�y-Fs�ctE f YJ SL. 1fl .�1D C72as�lE�. K . k t �` l^/ �. THE gq .vS`T�9C3Gf FD of aaE��TN MUST 1 0 00 `O NCSTlF1EU WNE�J T►Fc �ySTE►-� tS NEAP • ,,.. f � ! M � nn CC�M�ETt�r..1 1�0 Pe•to2 TO t�.c.GGFtut...t�AG - �.�G z �"/✓�Z / /"' t4" � 'f � 'v O � O 0 �J �' ® �.J � v►�L.ES'S. oT�-�E>z�tsE t.soTET�, A� 5ysT1:.>✓� G.i � yQa. - -%""•/ )')A! f•.�� ..1 � � G ECiTA L� ( �'7� O : � O c O �/ � � CQM�N..EW�S �J411+.(�_ PJE 11..15'TP.�L-GD 1� ACCC)2Dta�lCts tit/tTL a -T'tTLE :�Z of 'r1aE STATE Tv P i c A� nt ST2tt5uTt 0 E5ox O ® O �� �: O rTAey cooE A.sD Amy tr.c c�L t0�s Az , ,' 7 ►J o�" -�® SCALE —— --..-�_ ..._ o - , tic w�9Tde T - • IGP Y- IS-4o G^t_ , Y_ �OTTc C>r�Te11SVTc. t3m>�. I.►.1v •I_ �tHL. TYP St=?TAG Tr►.t� AL LLACki I Ga P1T , OMEt VAT/DN P/T5_ eEa.iFoPlFn SE,aTtC -r-r..tk I&y AME iC�! r-C C_..s'r ►JOT SLATE. iaor-re SC.L�E Oft EQUAL. k6r�F-: T^•►.IKS REttJFc�CEt7 Tou4NtwT ",eC04A T/ON AA7€ 2 IMAII AW7CI! py°°JD _ WYrld Et..CiCT2lL �L/EL(yED Vll� W!•t1'� y t o63e1YAT/OA16 ay: 'ecw c�FFaRL7 6� -z4 -�fi" eMB�czoED sTsEA_ eons JJ ScoT T BEY! MAhAHC J -r s j 'fbt•� �.rtA l.AEw.�N«JG� P 3A�¢AV BOr4t0 fil�ALTH 6oTroM. Coac. �6 400o Psi 1s'sT To yl.E Eiv+�T up-ra iL�..uKes 40C j a wccCF1Q /.vC. �� 8r*tst.►r t=r�ty�+ GtY'sz�><, TOt' Fours DA.Ttow� PAMQ� pIt..1,ISW 6[ADQ �10.11St1 6�t� F1At1'�If 6�` DL OVti7t• FttAlsN GCI►pE�9�i Ot) WBc T7Ud,IC loAO t)vC¢rYj'� (EAGN��lG Iz �l 1Nt/ 9 ..Z. , o ♦ r• _ rltt,lSWE D +dTa•t� • i s 00 4& L. © ® .0 P_e W Focc.r V c>kAc. ptST �f< �• ® Q m f LIDo0Qm - • • w f F;y IS T � t _ �a�,va i TYP 1 CA L SE ltlACstc SySTE M _. _. b _ , r 9 9.5o i tT ,ro�cp. IE✓ f„.E/.GA i PF T`�A TF,tL LB"8.$'.2 - � f ty %oga _r\r _ sox i -A/,n Tom' SSE PLA/V I3�= e ,C�� Q D Fd PZ> S"fJl I/Z7= -IA IV A�SGIG. !/IVC. N 99.7e / 14`Lcra4Ckr.0 iT. t.`, - � ;- � ErisT G'aVTaut � -.. �x/ 7�fv D VJF-L#i KI G Lo C-A-r 10 1 DES/GN C,e/TEe/�► R� o GavTdGAtt �� ? �c xi r � PR0POSED' SEWAf->M 015PosAJ— SYSTEM /V(rM E� �F dEO.e GUMS _ E 'J `� M 2_ �,ca✓. :.�ioT Ec.�i. , ^rovF,�s 1�3T 4- GaGLtZ�G BSI/LL L,9N f'E.CSdNS f'E.0 QEo['Oo ©ssv.N . 6AlLGWS � R�L�I o�eOra Y s� 4 .,GYiK�IbU 7Z'.Y No . Pt� � . oe�.es�,c�trroti i GErtG�1/i1/6:AP64-- �EQ t��IEL� 3 CCU � EACH ING p I T E:"c Jt�CL 't .4Pp1.,t :. ate/ PPOP09EO L �;�-• y �!S POS o•L -/J40 E T 1 100% E x Nsk t.�s I o N / ,g ,t��S`l' , Z br f/ r ". J t / tx OF hf �1�1.GS C "�rr�' .Lc�-sr�/cx.�.�,v opt/: ro.�•9N - a �. .�i9�S'T��/S - , o4ob . G/AL 1. v ,.. , c.a 3C/►L.E. DAtE. >iMEtR ,.; , !! 41 �'►, 1 r T .QAN _ �+t�� H r. PLIC.A. I ti, s ORAW s cNxo sr. Pro {rr. t•u►w'wo. E wry AP T o `er, �� P. P !� . - 3 92 G D :>3c3� • - , , : w .:. ,t —. 1. a n•.. : .. _...,;' .. ...ems. ... .r ,. .... _ ,.. - .. .. i PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE p /� F.F.E. EL.= 50.0't FINISH GRADE OVER D-BOX= 47.4'�' FINISH GRADE OVER CHAMBERS= 46.5� RAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE FINISH GRADE OVER TANK EL. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION RISER TO WITHIN 6"OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. ' 4"SCHEDULE 40 PVC INSPECTION PORT w/ACCESS BOX WITH ' 47.0 MIN SLOPE 1% 2 OF 1/8 TO 1/2 DOUBLE WASHED xz- FOUNDATION= 46.5 5" DIA. OUTLET(S) COVER TO GRADE (SEE NOTE#21) CODE AND ANY APPLICABLE LOCAL RULES. °O c STONE OIR GEOTEXTILE FILTER FABRIC 24"MIN.ACCESS . 2N. . ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36" MIAX. , PLACE RISERS ON ALL DESIGN ENGINEER. PROP. SCH. 40 9„MIN. TOP OF SAS= 44.50 CHAMBERS WITH „ PVC SEWER PROP. SCH. 40 36"MAX. ' 9��MIN• INLET PIPES TO 6"OF 3• 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER 43.50 36 MAX. BREAKOUT EL= 44.00` SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE 2 DROP MIN. ­ll4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.s�oPE��% 6„ 3„ 3" DROP MAX. T14" _ L=24't , - MIN.SLOPE @ 1% PROVIDE WATERTIGHT ELEVATION =44.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" „ PVC IN lj,��JOINTS (TYP:) o� `�----,•� o o 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF * 50' 44.10' SEPTIC TANK 4" PVC OUT TO 0 O C�J 0 0 0 0 0 0 0 0 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. • LEACHING FACILITY pO o o � o� 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. EXIST PIPE INLET TEE po D O D O 00 0 0 = 0 44.35 12" 6" op o 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" OUTLET TEE 43.82 MIN. 43.65 1 0 0 0 0 0 0 o 0 0 o 0 0 0 0 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK TEES TO BE CENTERED GAS BAFFLE 6"CRUSHED STONE o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS o o0 0 0 DIRECTLY UNDER RISERS OVER MECHANICALLY o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 11.2'OFFSET TO FND COMPACTED BASE I AND DESIGN ENGINEER. 2,0` 1� 6.0' (TYP) 2.0' � 3.0' -3.0'(TYP) 13.0' 5 - 6"CRUSHED STONE OUTLET DISTRIBUTION BOX L, 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 50.00 OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 40.0' ✓ 9.0' ESTABLISHED ON TOP OF HOUSE THRESHOLD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.- 37.50' COMPACTED BASE C 42.50 _-_,- 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1,500 GALLON CONCRETE SEPTIC "TANK PIPES TO BE LAID LEVEL. - - THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT „ , „ , „ 6 LC-6 CHAMBERS 5 MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO REPLUMB SEWER LENGTH 10 -6 WIDTH 5 -$ DEPTH 5 -8 CROSS SECTION VIEW I (Dimensions per TYPICAL CHAMBER- PROFILE TO THE DESIGN ENGINEER. PIPING INSID E BASEMENT TO EXIT SEPTIC TANK PROFILE ACME/Shorey) H-20DISTRIBUTION BOX DETAIL H-20 LC-6 CHAMBER DETAILS HOUSE AT THIS ELEVATION AND NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. LOCATION AS SHOWN ON THE PLAN. NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM + ' • - _ APPROPRIATE AUTHORITY. -- Q • • ': PERC NO. TPT 19 162 - '�\ ' '` • •� David W. .S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED € _ r INSPECTOR: Stanton,, UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR EVALUATOR. Michael Pimentei, EIT,CSE :, -.., � ` •! t TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. b .+" C.S.E.APPROVAL DATE: Oct.27,1999 _ MAP 811 : •• I, r , 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ..�/ ! _ + . . * • . DATE: October 11,2019 Q • LOT 28 �, `4. 0 r, " . ' 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. c� CI �' . ,Iw i P ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY ELEV TOP 43.50 REPLACE U S , © = F HER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). EXISTING LEACHING CATCHBASIN (TYP OF 2) PROPOSED SIX(6) .' ' ., , � ,� , � _ FINES OR OTHER H-20 LC-6 CHAMBERS LOCUS; ELEV WATER- 37.50 w/SURROUNDING f, •, _ 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN r , PERC RATE- 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. o AGGREGATE m EXISTING 1,500 GALLON SEPTIC TANK w TO BE PUMPED BOTTOM RUPTURED, .. "'��= •` DEPTH OF PERC 16. PROPOSED PROJECT IS LOCATED WITHIN: OTP 2 , i_ ASSESSOR'S MAP 81 LOT 27 Q FILLED WITH CLEAN SAND&ABANDONED TP 1 _ 101- CID T ^ TEXTURAL CLASS. 1 43x5' 43x5 R N L LLA r , OWNER OF RECORD. KA E G. CO E Y iD cly cly `; l : •-r. ADDRESS: 79 ANDREW LANE p i _j u O e SHELL �' f 0„ 43.50' HOLLISTON MA 01746 EXIST. ✓ Loam Sand m EXISTING LEACHING PIT TO BE ti y a DRIVE [ I Z 0 D BOX PUMPED, FILLED WITH CLEAN ; • `�.� \ A „ 10Yr 3/1 g \ 49"E 20 I / _ 'L ' 'n +` 6 43.00' FEMA FLOOD ZONE X o. 6` �0 I COARSE SAND AND ABANDONED f+ NT - APPROXIMATE LOCATION ONLY * COMMUNITY PANEL# 25001C0542J 3gOt ( ) Loamy Sand 12 17. DEED REFERENCE: DEED BOOK 24507, PAGE 144 \ $ ti - / _ -\ B 10Yr 5/8 PROPOSED 1,500 GALLON 12 co - >� 18. PLAN REFERENCE: PLAN BOOK 346, PAGE 60 y H-10 SEPTIC TANK „ I v PROPOSED 4 SCH. / ran 36 40.50 o r' PROPOSED / o. 40 PVC VENT '� '� ••• 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. EII -� APPROXIMATE. THIS PLAN IS TO BE USED ONLY � O ® , tNSPECTION � �G712��2rt ;, / � <, � a C� 20. PROPERTY LINE INFORMATION IS ONLY APP O 2 .tx� PORT. /� / O -- /- � FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY O i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. �/ / Sand „ cS� `L t Med.-Coarse I VERTICAL POSITION TO A / � � 0 5 ;42 ,y . :< _ 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED N A E O C 2.5Y 6/6 \ � -�•O � o q � �' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A 10-15%Gravel) ( - REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. \40 \ LP / 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND \ \ R O Wee�ng@ 72" APPROVALS FOR THIS PROJECT. #65 o / s� 72 37.50 \ EXISTING O / LOCUS PLAN \ \ 3-BEDROOM �� D,6 `► \ .� LIGHT / L. (I(ojDWELLING. . . � O O -. cn � ((/ Q „_ ) POST wID. N 3 SCALE: 1 - 1000 120" 33.50' EXIST.PIPING TO A6 O p / .�.SP (TYP.) / cv QM. - •t' , \ BE REPLUMBED \ CO v �Q \ (APPROX. LOCI) a 18 /�- v a� *Pere rate taken from perc test results dated MAP 81 ,/ a. ✓/i \ 0 /� _ LEGEND e \ D DESIGN DATA November 10, 1981 per permit#83 299 LOT 27 / / r-- elT O '� 49 756±S.F. FFE=50.0'+ 'TF' y pO - O� /� J £iT� 'w NUMBER OF BEDROOMS (EXISTING) 3 50xO' EXISTING SPOT GRADE T � 1 BRICK- _ � NUMBER OF BEDROOMS(DESIGN) 3 TEST PIT DATA \ w - 50 - - EXISTING CONTOUR HAMBLIN POND / WALK Q DESIGN FLOW 110 GAUDAY/BEDROOM PERC NO, TPT-19-162 O �p - �' EX. WATER LINE a R S 50 PROPOSED CONTOUR EL.=37.5'± ®2p / / �- (APPROX. LOCATION) \ TOTAL DESIGN FLOW 330 GAUDAY INSPECTOR: David W.Stanton, ` w EVALUATOR: Michael Pimentel, EIT CSE D`L ✓ U� BOX }p DESIGN FLOW x 200 % = 660 GAUDAY C. .E.APPROVAL DATE: 50 PROPOSED SPOT GRADE PROPOSED ',A \ Oct.Oct. 27,1999 USE PROPOSED 1,500 GALLON SEPTIC TANK DATE: October 11, 2019 H-20 D-BOX 1 w E/T/C EXISTING UNDERGROUND UTILITIES \ W W EXISTING WATER LINE 1 ` 0 � ELEC. H e TEST PIT#. 2 74' 1'1SN�V �6 �$/ / ELEV TOP= 43.50' TEST PIT LOCATION Benchmark \ PED.� ELEV WATER= 37.50' Top of Threshold 3 �2„ Elev. =50.00` ✓ 1222 1,.� INSTALL SIX (6) LC-6 CHAMBERS W/ AGGREGATE - O O O PROPOSED 1,500 GALLON H-10 SEPTIC TANK \ i o 29 3 PERC RATE- \ \ \ \ N74o 16,74, / h� Approx. M.S.L. 56a SIDEWALL CAPACITY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE DEPTH OF PERC= (LENGTH + WIDTH) (2 SIDES) (1' HIGH) (0.74 GPD/S.F.) = G/AUDAY . \ (40.0'+ 9.0') (2) ( 1' ) (0.74 GPD/S.F.) = 72.5 GAUIDAY TEXTURAL CLASS: 1 PROPOSED H-20 DISTRIBUTION BOX \ 56 O PROPOSED H-20 LC-6 LEACHING CHAMBER I 30.061 BOTTOM CAPACITY �74001, „ (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY o„ 43.50' �s w MAP 102 Loamy sand (40.0'x 9.0') (0.74 GPD/S.F.) 266.4 GAUDAY A -10Yr 3/1 - I HC2 LOT 208 6" 43.00 - I 4) TOTALS: Loamy Sand REV. DATE BY APP'D. DESCRIPTION TOTAL NUMBER OF CHAMBERS 6 B 10Yr 5/8 PROPOSED SEPTIC SYSTEM UPGRADE ® 322, �p a TOTAL LEACHING AREA 458.0 SQ.FT. / 36" 40.50' 7.01 O TOTAL LEACHING CAPACITY 338.9 GAL./DAY ✓ PREPARED FOR, o O 5) 2 (3 SITE FLAN CAPEWIDEENTERPRISES 1� 0 #65 (1 O O , % SWING-TIES SCALE: 1"=20' NOTES: EXISTING 3-BEDROOM Med.-Coarse Sand LOCATED AT DWELLING (2 260 6) DESCRIPTION HCA HC-2 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF C 2.5Y 6/6 EACH SEPTIC SYSTEM COMPONENT. 65 HOLLIDGE HILL LANE �,% SEPTIC COVER IN (1) 32.0' 38.0' (10-15%Gravel) MARSTONS MILLS, MA 02648 O '� `�// 26.2, 45 2, 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE p0 SEPTIC COVER OUT(2) PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT \ y � 72„ Weepin�a�72" _ 37.50' SCALE: 1 INCH = 20 FT. DATE: OCTOBER 25, 2019 CORNER OF STONE 3 37.5' 48.2' DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF - .�" ( ) Of � 0 10 20 40 80 FEET HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. i HC1 `� CORNER OF STONE(4) 74.5' 78.9' 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER CHURRCCHILL PREPARED BY: RESERVED FOR BOARD OF HEALTH USE .�� CORNER OF STONE(5) 72.7' 83.7' PROTECTION OVERLAY DISTRICT, ESTUARINE WATERSHEDS& DEP ZONE 11. 120" 33:50' CIVIL �^ .JC ENGINEERING, INC. ✓- No. 41807 2854 CRANBERRY. HIGHWAY CORNER OF STONE(6) 33.T 55.T 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY r FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS EAST WAREHAM, MA 02538 SWING-TIES PLAN IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL 508.273.0377 NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. Drawn By: ATB Designed By:MCP Checked By: JLC JOB No.4838 SCALE: 1"=20' I - - - - - -- - - --r-- -- -- ------ -- - -- I