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HomeMy WebLinkAbout1501 OLD POST ROAD (CT & MM) - Health r15010ld Post Road Marstons Mills A= 057 - 064 - --- — - -- - - - - - - Town of Barnstable P#_ 1 ,;� Department of Regulatory Services Public Health Division Date t i639 �� 200 Main Street,Hyannis MA 02601 Date Scheduled Time 0 Fee Pd. QU " Soil Suitability Assessment for Sewage isposal Performed By:!Jr l�l( r t . �CdD T, es Witnessed By:_��/`�` LA/_ Sr/�r LOCATION& GENERAL INFORMATION Location Address Owner's Name V%^ Address Assessor's Map/Parcel: o T7_ O J 1 Engineer's Name �`� may„ t ei�, In< r NEW CONSTRUCTION REPAIR Telephone# ff _� Land Use �Ji 2V111 u` Slopes(3'0) 1� Surface Stones tU6Ae Distances from: Open Water Body �—, ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) see Sic ��►� Parent material(geologic) out—A Depth to Bedrock A�r�ne Depth to Groundwater. Standing Water in Hole: N On-Z Weeping from Pit Face Estimated Seasonal High Groundwater 1 3 2�t B 6 5 DETERARNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, .Depth to soil mottles: in, Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj,factor— Adj.Grout►dwater Level , PERCOLATION TEST bate ' is ( Observation � Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ 10'3 3 ?ime(9"-6") End Pre-soak Id 3 V Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1)week prior to beginning. Q:\SEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I— Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.% ravel 0-17, 0 t d r-1/t Nye M-36 3v-13Z, 1q-C Sod P'Y.6ty A164C 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 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 OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No x Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurrine 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? j CIS If not,what is the depth of naturally occurring pervious material? ..� Certification I I certify that on °��`�3 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise a d expe 'ence described in 310 CMR 15.017. Signature . � Date Q:\S.EP'nOPERCFORM.DOC TOWN OF BARNSTABLE LOCATION 15-0 p r� �®S Rd SEWAGE# .7-00ci- Z.l ct VILLAGE ASSSESSOR'S MA S7 ( P&PARCEL b � OV INSTALLER'S NAME&PHONE NO. C e!4` Z/��t f SEPTIC TANK CAPACITY 14/() fjrz ff LEACHING FACILITY:(type) J.2 ) /a(7e,,2 ,ell (size) 3Y 30 NO.OF BEDROOMS _ OWNER C'cog A C 1^osLS k wr-- PERMIT DATE: -2 I ©9 COMPLIANCE DATE: Z 9 Z.© s Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 41 a 1�2el 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 e.J i cRi �'LI�G✓{f t I�QS -L L C G A/ 13 63 4q cy sty t M.. No. (� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rpplication for Migo al 6pgtem Cou5truction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.I Sp i 0Ld ru5,f 12v4d Owner's Name,Address,and Tel.No. O&Jei-1 eM49 1L14,?.)1Un3 ^It f f Assessor's Map/Parcel 05 7 0(014 Installer's Name,Address,and Tel.No. e4,O ,d, eh lJ j Designer's Name,Address and Tel.No. T e e t'v Oav_ -7b3 GJ"vz.�ll e o Z.G3 YDi- 2'7 3 a v 3 7 7 ,Ge Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2?$O 2 f sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3,3o gpd ,Design flow provided 3 "'6(o ..3 gpd Plan Date —Zrc — 20 09 Number of sheets Revision Date Title Size of Septic Tank IOop 9rtl t`, Type of S.A.S. Description of Soil /trY, k` C, r Nature of Repairs Alterations(Answer when applicable) isC+S+�N (L?04 C m WmA. Tb ned"a -13c+IC Date last inspected: y o. 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 [ Z 1i 2 -J Application Approved by ` Date' ► Application Disapproved by: Date for the following reasons Permit No. b l OLD Date Issued a No. Fee ,4 l THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Y. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ;� u1 =Tipplication for �h5poal 6p9tem, Con5tructton Permit Application for a Permit to Construct O Repair a(j Upgrade'( Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No.IS01 of el roS f /1/uAc fl Owner's Name,Address,and Tel.No. OW eh�/InAl1r C�o��wc/� MOO )t61--} Assessor's Map/Parcel 5 O Installer's Name,Address,and Tel.No. C�a � tZtHrl-•I Designer's Name,Address and Tel.No. C � j .�.u�e. j�d /3c.7x �V3 ok- Z7 3 0 3 7 7 fti�ll� O L 63 r Y ,c��s�►, Type,of Building: �4 Dwelling No.of Bedrooms 3 Lot Size Z 7 2 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ¢ Design Flow(min.required) 3 3 o ' _ gpd Design flow provided 3 `i to . 3 gpd Plan Date 7--2c, - 2009 Number of sheets Revision.Date � Title 1 x Size of Septic Tank (top c94 S- Type of S.A.S. 'T Description of Soil I p At, 30" _ { 4 Nature of Repairs or Alterations(Answer when applicable) ut 1 Tyl'yl k 1 Li nQ,,.) >.�cz, i l f / I Datelast inspected: a Agreement: I 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. `{ r'Signed Date 7 9 - 2 I — 7c�o a1 L� h,� Application Approved by 1 ► ` (dt" Date Application Disapproved by: Date for the following reasons I Permit No. Date Issued — 0 THE COMMONWEALTH OF MASSACHUSETTS 4 BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X) Upgraded ( ) Abandoned( )by (f q(e<,J',J-Q- at I'SO l; 00 P(),,T l?G n j M A,(5 tcri f 1 -i has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. C I� t I dated �/°�1 (� l C-�92aJ c� �71F�s 1 Installer p�.�t 5 Designer � C. (;�n� t„� c�, �c #bedrooms , , Approved design fl gPd The issuance of this perm`i shall not be construed as a guarantee that the system will fu n as des}g e Date y C Ual 1 Inspector 1A, �✓- ! v No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mgoal 6p!gtem ConfStruction Permit Permission is hereby granted to Construct ( ) Repair (( , ) Upgrade ( ) Abandon ( ) System located at 1 5c) 1 O Lrk. �01, f (�E,^J ll�tASy)L�yN �) t and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. ,,,ss�� Date - Approved by G( �(-� K-2 I l own of Barnstable Regulatory Services f ; BAR llft ; 'Thomas V. Geiler, Director "'OR Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office; 508.862-4644 Fax' 50,; 710.6304 Instaligr & Desi2ner Certification Dorm Date: idesivtet: '�TC- Etr� ��c� � ric.:�_. Intstaller: Address; 16.5 y C rc}v► �'r t+tYi w� Address; wkO 30,E c1S� �UoCr~h czm��H Pf41,53 E-'4u r t�� was issued matt; —�..------- .. D __. a permit t,� install a ( ) (installt:r) septic system at_-T 1 50 OU d Qr,,t knc.l based on a de.:ign drawn by dated IlY Z.0 1� I certify that the septic System referenced above was installed substantially according LC. the design, which may include minor approved changes such as lateral relocation of tic distribution box and/or septic; tank. 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 compoilcrnt of the septic systetri) but in accordance with State & Local Regulations. Flan revision of certified as-built by deaigner to follow. cy --_..M ... --...._.. Jq'r In 4; f:P11:��,(; +,i: 6)i!J7 esigner'sTi c;,j-..._._ ---- ( gneT's�ttitnp here).._ ; RET'fTD HARNSTAIRTSP LIE ATL i T D ILT ILL, BEDB � TH SA5: VI U: Health/Septic/bcaigner Certificat= Form T0 'd L920 2LZ S0S DNI2133NI9N33r wa 60: SO 600Z-0T—nflti , TN [ WAGE PERMIT NO. VILLLAGE � INST A LLER' NA i ADDRESS BUILDER , OR DATE PERMIT ISSUED DATE COMPLIANCE ISSUED l�. L f � le ................ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...v.vl/./ ............OF.... ...................................... Appliratiun for Disposal Works Tunutrurtinn rrrmit Application is hereby ade for a Permit to Construct (V) or Repair ( ) an Individual Sewage Disposal System at: ......... ....__......_.......--- .�-z� --- -- ...--------- --------.._-.....~---�.�....----- ------------......-------..... .------ .. Location.Address t do Z> � /lit•/�7�c c f .-�� t! -}- = ►............................. .......................................................•----••---------------•-----..... Owner Address ----------------------------------- Installer Address d ��yy Type of Building Size Lot..2?.7.1--.�.....Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons............................ Showers — Cafeteria a' Other fixtures ............................ W Design Flow_____________________ s.._...._......gallons per person per day. Total daily flow.._......_...�J... .........................gallons. WSeptic Tank—Liquid capacity✓eDQ.gallons Length..$.-b..__. Width... Diameter--- Depth.. ._.R. . x Disposal Trench—No._____--- ----- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...-------_-(-------- Diameter...... ......... Depth below inlet......a.......... Total leaching area..Z©g..sq. ft. Z Other Distribution box (Vf Dosing tank ( ) '~ Percolation Test Results Performed bL�:___ ::__' 'S Date_...................................... Y --- --- 1-4 Test.Pit No. 1_�..Z..minutes per inch Depth of Test Pit_17r°*...... Depth to ground water_6/420_...... (i, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground waterZrC 1 Lb 94 ........................................... ............................................................................................................. O Description of Soil.......C>;:-:.Z...i.... 7 Viz. ---.-.._.. ------------------------------------------------------------------------------ x 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 MITI,; 5 of the State Sanitary Code— The undersi ed further agrees not to place the system in operation until a Certificate of Compliance has been issued oar of Signed---..!':^: .. ._..... --i-•----•------ ------------------------------- --------------------------..---- //Date Application Approved BY __ �: :----•--- ---- . . ----- ---•-------------------- ��.���� --------- ate Application Disapproved for the following reasons:............................................................................................................._ --•------••---------•---------------•-------•-----------------....------......._..---------••-------•-------------------------------------------------------------------------------------------------- Date PermitNo......................................................... 1 Issued....................................................... Date No----------------•-------- _ FEs.............................. THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH . , /►f_.. ......0 F....� C.[..:.!.�v ....._c.-..'........................... Appliration for Disposal Works Tnnstrnrtion Permit Application is hereby made for a Permit to Construct (�/) or Repair ( ) an Individual Sewage Disposal System at Z0 -Location-Address a ...Q.��...1.... •�� /��.. ��. t` -�` .5�• - .............. —^✓�:o� L ot N!p G........y.. ./................�. Owner Address W ••• ----------------------------------------------------- -----W.- ..... — 5T.pG` .................................. Installer Address r� d Type of Building Size Lot..-C•-'•-------------•_-_.....Sq. feet U Dwelling No. o£`Bedrooms.t ..,; .. ....Expansion Attic ( ) Garbage Grinder ( ) .............. pa, Other.—Type of'w.Building ............................ No. of persons.. Showers ( ) — Cafeteria ( ) a' Other fixtures ..s. . . ';. W Design Flow......................�U............._.gallons per person per day. Total daily flow._...... .«�_ ..................gal gallons. WSeptic Tank—Liquid*capacity/50.gallons Length.R..�:._.. Width..4,JO�. Diameter---Disposal Trench—No..................... Width.....i.............. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No._......___�___.._.. Diameter...... ......... Depth below inlet......G__........ Total leaching area__.�'<...5'�.sq. ft. z Other Distribution box (V) Dosing tank ( ) { Percolation Test Results Performed by_._...___oI __....^V.. J....:`�.`...�:_�_........ Date........................................ Test Pit No. 1.A�:...1-..minutes per inch Depth of Test Pit.J:�...... Depth to ground water.V—f,% ' ...... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-----_C4?:f��.�.'� a ....................................--.....------------------------..-.------------------------••------ .......-.....-...... .-.-----------------•-••••••••--•- D Description of Soil......in.=- •' .... ; i '! ':----'.... .�5�%�'------------------------- 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 TITf.• 5 of the State Sanitary Code— The undersi ed further agrees not to place the system in operation until a Certificate of Compliance has been issued oar of Signed.. . ..... . • .............................................. ............................... Date Application Approved ........ ••----• -• •••-• •.............•••...•..- ate Application Disapproved for the following reasons----------------------------•--------------------------------------------------•---------------------------••••- k Date PermitNo--------------------------------------------------------- Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS z BOARD OF HEALTH ..........................................OF...........6,0";:9........ .................................. �er�ifirtt#e of �unt�li�nre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...... ._: .4...... .. //� �E,l,.> ------------------------------------------------------------------------------------------ Installer at...�,..C?T.._.........�--------00.A,-4... .1%tr----94--------C!!11�Ct.� j.... !-L --------•------------------------------------------------------- has been installed in accordance with the provisions of TI`i'LE �" of The State Sanitary Code as described in the application f9I Disposal Works Construction Permit No......... ......'_,,70.L...... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WIL•L,FUNCTION SATISFA5TORV:..;- �- 8 = z.. 1 -- DATE....................................................._. . �:�.�/ Inspector --------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No..A.?;.2= 02, FEE..7-S7........... Disposal Works Tonotruction Permit �.��._ Permission >.!,hereby granted......... ----=-- - _.....__....--------------•-------------------•--•------------------------------._.._......................... to Construct ( or Repair ( ) an Individual Sewage Disposal System r. atNo........ _z'--_ _....._ --- - ._ __._ :.-••••-- / r...................................................... ................ Street / as shown on the application for Disposal Works Construction Permit No.edZ. Dated.._._.Of.___.��..................._.... — ------------ ------------ DATE./ _.�B ___�� --•.................................•............... i�of ealth FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS r ZL, 33, / p-,3 Gv £ al 51 ( �Na /SO.oo � t � t t 52+g 1 i�n< /•J S T�ECTZs.z + LoT 2 Q 1 4; Lo7- 7- i- 79 GOT 2- -T V \ lnf9THt e.i,vE' o o;a GdiG e} 32 f➢'� 6 5c"650PI 5(+4S ,t h or 32 0 41 7p Jf, CIO L✓A i .Z LPrr Nv 0� +s �,,v- A3 4-=-lC0u 2G 7 aM H% 4 .2p�i-11 8dT/oM On�6f.1 4 22-^46Z 0L7' S3+ r1+61 4s f-7 ST•t�cTv�e,� .� w.v , ta..� wia3 145- 00 . + 1 GmG.CTE',� CM '73`+'�C �r+•.tZ'coc.�+vf.J •-,•�� Ass�.•N�� . ` 6.� , OF" WAY Z 0 T 3 •�` ?=,eO.v r .3D' .- ._ __ .. __.... _ _:..- .__. -.� _.� _..... __.�..-...._�._.:...n.;,.may _._.___._ _ . • ..__ . _t.:,, _. ..._ __ _ _. ._ ..,,...• . . _ . _ TOJ" F F OOL/AJMAT% A OAl Man///OLE # COVE. �"0 L�C7 TO �/N/SA1 G,�AZ7E O✓fk' EL.�V• Sea g,3 h//Tf1/n/ ONE FOOT OF LEACH At--;:'EEI M11V. 2% 24 DIA COVP� < S/ >1 D SX �- Z5 +J 2'OF PEA S7ZWeAn/D WAr&C /MPE2✓/OOS COVE. 70 7'icS�/T . ,2E✓En/TF/n/ES F".20� /n/i5N /n/.�/�rea>,vG s i /� 4 Fr.v�r ' A 3"MIN. 4•'Diq,pyC /�2 L6;✓F..L G,PADE 4�A- 5T/�O.t/ iIrn/. 70 vc MAN. rcv /7%Fr./`�°oo°o Ip00 r.VA f 3 J D D O a 7.75 a7.3 1,ovs�' •wAs/��_ GA,"OAJ 57DAIF-, I'VVf27- //VVEz T 4M/n/. IN✓E.t�T Q�cZ� E Gi1LLON � NeaE ��ECAsr "ALA % GA rAC/T y 'cc 4;�o / /h/Vf..eT S�PT/C TANS I /nsVE2Tdc- I s GA.e SAGE G,0/N.OE e- /V O vary v EL, 3 I.3 SEPT/C 5Y57-,EM CONSr2UCr1o&1 Er L ^Jv /1- S/.1ALL. CONFORM TO 7;41E MASS. LOGJf✓t E1V v/ROA-1ME AJ7-A L CODE. T/TL F Y � REVISED 7-/- 77AA/D Tf-/E —row&/ 80,4e-r:> OF AIEALTN:,eEGULATIONS AIUM8E,e OF 5ED,e00M5 3 SEPTIC TANS, D/ST.2/BUTiOAv �x LEES/�N rLOvV ,33C� An/D L EA C/-//n/G P/7- TO T3E O� GA L1 L>,4.y 1D CONC'EETE : M/n/. � CRAIG4 LE,ca C1-//�1G eA TE RAYMOND � COA/C2ETE ST,eE&IGT,y 30001o5I w m a I �'EQ'D L AC! / CAF'. 3 3 p GAL.`DAY S'TEE-L A. - 2OOD0 �MA V ., - i fQt�E OF�SED LEACL1 CHIP. 42 f�-/O L pct n/,vG Pe 7 D,e/VERVAy NOT TO1SE LOCATED II L� O✓F-e SySTEt-:1 UNLESS q- ZO 1 DES/Gn/ LOAD/^/G /S USED � Z ALL PlPE,5 To L3E6 -/7 SITE PLAN N/4 S Y57-E� 70 15E O.c/ E T apt of , , LOCATION: t✓J�g2 577sr.lS tt/1/I,GS, M.�. 7EE5 CA57-/,20A!0A--;P,E�E-CA57- ��`'} � °ryG REFE,eE&ICE : L07-- 2 �S IZECU 'xDES FRANK , /../ r���a.`. 3oo,c 3z8 P4 0 WHITING a' w No.29869Q H. o s R eY c ��► BAYS/DL SURVEY CORD 89 WILLOW ST. YA,e1,40UTIA1.c;Oe7, �F06MERLY G,QOtaJ4LL TAYLOS CO.¢PoQATiO,v� NEALTI-/ AGEN7-ApP,E.OVA1 PROVIDE PRECAST CONCRETE 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER DIFFUSORS= 45,8' (T1) GENERAL NOTE S T.O.F. EL.= 46.4 EXTENSION RISER WITH CONCRETE INISH GRADE OVER D-BOX= 45.5 SLOPE @ 2% MIN. COVER TO WITHIN 6"OF F.G.OVER INSPECTION PORT WITH ACCESS BOX 44.5' (T2) INLET AND OUTLET COVERS. REMOVABLE WATER-TIGHT COVER OVER, TO WITHIN 3"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE RISER TO WITHIN 6"OF FINISHED GRADE (ONE PER TRENCH) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.=VAR)ES FINISHED GRADE OVER TANK EL. = 46.0' 5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE i 42.8' (T1) DESIGN ENGINEER. 9"MIN. PROPOSED 4" 9"MIN 36"MAX. TOP OF SAS/B.O. = 41 ,rj' (T2) EXISTING 4" PVC SEWER PIPE 36"MAX. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL i�_ SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. 6" 3„ 3"DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN :- ..-.. 2"DROP MIN 3" 9" MIN.SLOPE @1% JOINTS(TYP.) ELEVATION 43.0 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM 1.33' 16"TYP 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 10" \ " (TYP.) " 14" \-'�43.3'+ SEPTIC TANK 4 PVC OUT TO 0.90 10.75 TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. - LEACHING FACILITY + I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 12" 6" 42.37' (T1) 41.47' �; 40.17' T2 2.875'(34.5")--+--5.75' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL OUTLET TEE 42.6T MIN. 42.5' 41.07' (T2) 5•0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48" VERIFY CONDITION OF TRENCH 1 TRENCH 2 AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6"CRUSHED STONE (NP•) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22Vk%OVER MECHANICALLY 5 MIN. 11.50' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 30 (TYP FOR BOTH TRENCHES) AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX , 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 51.00'ESTABLISHED - TO BE INSTALLED ON A LEVEL STABLE (T1)=TRENCH 1 GROUND WATER ELEV.= < 32.5 "STEPPED" ON THE HYDRANT BONNET BOLT AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. (T2)=TRENCH 2 BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW µ C �+ p TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING Ei_EVATIONPRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 12 ARC 36HC (#3616BD) BIODIFFUSERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE NOT TO SCALE NOT TO SCALE TO ANY WORK NOTIFY ENGINEER IF DIFFERENT. 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 � t - � � PERC NO. 12645 APPROPRIATE AUTHORITY. ' INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Bradley M.Bertolo, E.I.T. ;.,'�'� C.S.E.APPROVAL DATE: 7/29/03 Y H IT - LOADING.THE SHALL WITHSTAND H 20 ZONE 2 # 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE: July 15,2009 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,=SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= -43.5' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY .,r a "`' '➢ ELEV WATER= <32.5 FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). s gin.. PERC RATE_ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN w � ' r SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. a *` DEPTH OF PERC= 36"-54" N _ _ , • � , '�„ 16. PROPOSED PROJECT IS LOCATED WITHIN: cn : Y rno w ,u TEXTURAL CLASS: 1 ASSESSOR'S MAP 057 PARCEL 064 O m °p OWNER OF RECORD: OWEN AND MARY CROUGHWELL g �; ` ADDRESS: 1501 OLD POST ROAD 0„ 43.5' - { MARSTONS MILLS MA 02648 D11 Loamy Sand O/A ' 10YR 3/2 12 42.5 FEMA FLOOD ZONE C Loamy Sand B COMMUNITY PANEL# 250001 0018 D 10YR 5/6 Y 17. DEED REFERENCE: DEED BOOK 9450, ` 30" 41.0' PAGE 344 I S86'06'15"E ,� 36" 40.5' 18. PLAN REFERENCE: PLAN BOOK 328, PAGE 3 f _ Pere150.00, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 54" - 3 . 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY - �-- - - - �OF�.:�"EP�#CSYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY f Z ''" C Sand FOR USES OF THIS PLAN Ot;., R THAN ITS INTENDED PURPOSE. r .., .. M- I C 2.5Y 6/4 EXISTING 1000 GALLON a EXISTING SEPTIC TANK o ' I GARAGE LOCUS PLAN m -p D Q £ rn \ SCALE: 1"= 1000' o �w w 132 32.5 -4 £ w '' w DECK No Mottling, Standing or Weeping Observed w C O n PAVED ' �q � �' DRIVEWAY EXISTING DESIGN DATA TEST PIT DATA LEGEND r \ GAS 3-BEDROOM MAP 57 PERC NO. 12645 f GAS-GAS__--Gas J 50x0 EXISTING SPOT GRADE � .� DWELLING David W.Stanton, � TOF=46.4' PARCEL 64 INSPECTOR: R.S. - �� NUMBER OF BEDROOMS(DESIGN) 3 £, x nb 27,802 S.F. EVALUATOR: Bradley M:Bertolo, E.I.T. - 50 - - EXISTING CONTOUR B.M. ► 1 r p,L / y� DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR �N _ TOTAL DESIGN FLOW 330 GAUDAY C.S.E.APPROVAL DATE`: 7/29/03 Hyd. Bonnet Bolt a N �o ! o DATE: July 15, 2009 Elev. =51.00' I �o } / o 6 DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: i 2 ❑/H/W EXISTING OVERHEAD UTILITIES Assumed ; I rn USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 45.0' GAS EXISTING GAS LINE APPROXIMATE LOCATION PROPOSED ' OF EXISTING LEACHING 44 ' DISTRIBUTION BOX ELEV WATER= C 34.0 W W EXISTING WATER LINE PIT TO BE PUMPED AND f � N I HC 1 PERC RATE_ FILL-ED WITH CLEAN SAND 4 �� ° I Tp 2( I / INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS TEST PIT LOCATION 'o rn 45x0 P OPOS D TOTAL 12- d DEPTH OF PERC= pI CP ARC 36H BIODIFFUSERS EXISTING 1,000 GALLON SEPTIC TANK Of `� / °�° (6 ODIF USERS EACH TRENCH) HC 3 SYSTEM CAPACITY TEXTURAL CLASS: 1 O O mf TREELINE / _ 43x5' ` \ PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (TOTAL L.F.OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD t (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHIING/DAY 0" 45.0' p PROPOSED DISTRIBUTION BOX f > w \38 6�- HC 2 - __- Loamy Sand \ a ¢ > \ \ �_ O/A mI - \ 4p 10YR 3/2 Z o \ 42 �-- PROPOSED ARC 36HC(#3616BD)BIODIFFUSER -+ o \ TOTALS: 12" 44.0' TREELINE 4g B Loamy Sand N --'46, ---_\ \ \ TOTAL NUMBER OF BIODIFFUSERS: 12 10YR 5/ f E'''��\ �• 4g _ �\ _ \ _ (1 4) TOTAL NUMBER OF COUPLINGS: 0 30" 42.5' f OGE OF pq EM_ 48-S86'8615� \ �` ` TOTAL LEACHING CAPACITY: 346 3 GAL./DAYTOTAL LEACHING AREA: 468.0 Q REV. DATE BY APP'D. DESCRIPTION j I ENT _ PROPOSED -� \ _ PROPOSED SEPTIC SYSTEM UPGRADE t 20' WIDE RIGHT PROPOSED INSPECTION --� , OF WAY PORT (TY O ) PREPARED FOR: TRENCH 2 .: ._ NOTE: M-C Sand CAPEWID1E ENTERPRISES f EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE C 2.5Y 6/4 f TRENCH 1 T o o DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER {3) "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED'TO LOCATED AT (2 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3,2=3(LAST MODIFIED JULY 23, 2008). TRANSMITTAL NUMBER=W0010052. 1501 OLD POST ROAD MARSTON S MILLS, MA 02648 NOTE: _ SWING-TIES SCALE: 1"=20' SCALE: 1 INCH = 20 FT. DATE: JULY 20, 2009 132" 34.0' 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE DESCRIPTION HCA HC-2 HC-3 TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. No Mottling, Standing or Weeping Observed tHnFM o �0 20 4o so FEET BIODIFFUSER CORNER(1) 50.5' 23.T 51.0' �� L. RESERVED FOR BOARD OF HEALTH USE do C IL R PREPARED�� JC ENGINEERING, INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE BIODIFFUSER CORNER(2) 80.3 52.8 75.7 o CHUJR. LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE N C418C 2854 CRANBERRY HIGHWAY CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. BIODIFFUSER CORNER(3) 82.1' 52.1' 71.1' EAST WAREHAM, MA 02538 II REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS SITE PLAN BIODIFFUSER CORNER(4) 53.3' 22.2' 43.9' 508.273.0377 ARE NOT CONSISTENT WITH TEST PIT DATA. Drawn By: MCP Designed By:MCP Checked By:JLC Job No.1645 SCALE: 1"=20' t