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HomeMy WebLinkAbout0150 LEWIS POND ROAD - Health Pond Road 020-008 cotui+ — - s TOWN OF BARNSTABLE (LOCATION /S O ifc✓P S ►'o%J 2d SEWAGE# A01'0 —14—1 VILLAGE ASSESSOR'S MAP&PARCEL aU $ INSTALLER'S NAME&PHONE NO. Op.p cw td e fir.4un n st S �2.f 4/W& SEPTIC TANK CAPACITY 1 OD U JA to Ex f 5 41 Q LEACHING FACILITY:(type) Icy Arc le 1(u (size) �02 3 Y 5/v NO.OF BEDROOMS OWNER j,25k� "C-IVtt.o tic PERMIT DATE: I( o t a COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / -^ Feet FURNISHED BY C4p4wi�Cf' t Rl g� 32ty �3.� 3Z a�ov R Z ��° �' 33 3g•q 03 34. Uq Y No. auto 3-Y7 Fee •Q U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes l ZIppricotion for Ti5po5al *pgtem Cougtruction Permit Application for a Permit to Construct( ) Repair L4�upgrade( ) Abandon( ) ❑ Complete System dividual Components + Location4Address or Lot No. Z,q FAorr pd &4 Owner's Name,Address,and T I.No. AssessorsMap/Parcel 00 A6�0 1-e-wt4 4 LF-OF 1/7 S-,j a-7 03?7 - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. wS`d-t cd4 ad vats. s- J Tyke of Building: Dwelling No.of Bedrooms y Lot Size y tP • 7(o S sq.ft. Garbage Grinder ( ) Other Type of Building i?-0 5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /Y0 gpd Design flow provided gpd Plan Date �S'_ 8 2 y/0 Number of sheets Revision Date Title Size of Septic Tank 1 000 1ll�- t o iC t 5�=j Type of S.A.S. .1 \+C r}QC 3(Q((o Description of Soil 5 e e In ,-% Nature of Repairs or Alterations(Answer when applicable) Ale L,., 21 V f- Date last inspected: 7.c� 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 Health. G Signed Date O - 1 ) -2-o L. Application Approved by K/ Date Application Disapproved by: Date for the following reasons Permit No. _JO/o -3 Date Issued / 0 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) Im ��c� C DATA No. U U `" � , Fee / 6 U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS, Yes Olutication for �Bi5pogar *pgtem,Con5tructiou Permit Application for a Permit to Cori ct O Repair IL4pgrade( ) Abandon( )z ❑ Complete System D346ividual Components ; Owner's Name,Address,and Tel.No. Location Address or Lot No. 4, A , F, I—,� (d c_� S �, c,., i .0 ;_ I vj 0C Ic i C i-Ce Assessor's Map/Parcel PC, 'y U U7,n f -rJ l' F �✓i,'=� U 3 'v 7 (/a v 5 j CJ 3 7 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. / / n n Z 3 Type of Building: J Dwelling No.of Bedrooms L(' Lot Size L i L > sq.ft. Garbage Grinder ( ) Other Type of Building 12! S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided / gpd Plan Date s y Number of sheets Revision Date Title Size of Septic Tank I .wU i t• t , Type of S.A.S. };.. r, 1 } /'}(IC (o Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance off thhl+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 Health. - Signed Date Application Approved by �/ Date Application Disapproved by: Date for the following reasons G � Permit No. 2ol u '3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (tompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( '�) Repaired ( ) Upgraded ( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for.Disposal System Construction Permit No. a o(o- 3'17 dated �/A�l U Installer ;^r, j c r., Designer 1 c s ��u #bedrooms Approved design flo�y, / gpd The issuance of this permit shall not be construed as a guarantee that the system wil fu,ction as desig ed. Date Q i d '"' I Inspector 1'1.�- ;No 3 17 Fee f fr)U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigpogal *pwm Construction Permit Permission is hereby granted to Construct ( U') Repair ( ) Upgrade ( ) Abandon ( ) System located at 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 thispen-nit . IN Date Approved by. t� i Town of Barnstable Regulatory Services 'Thomas F. (;eiler, Director Public Health Division >t° ° Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Off ice: 508-862.4644 Date: "Z3!� M Sewage Permit# 2-010m 3 Assessor's Map[Parcel Installer •& Designer Certification Form Ucsi ner' SC Installer: Gcr e(,,ij�6e_ (:v'tke(po.5�L r• �. :; Atidress-. . Zk. y !,ccl_n cy....l�tr��`u` '-- Address: ���_ ?0 &Ast wcrz�t�hn H11-- CL53 -- -+- -WL ()n g-I1<'?�nty l,a► ,tQa p..�` LL(__was issued a permit to install a septic sy stein at 0:0 (.A �acod based on a design drawn by _ (address) - SG t �eec(AC r_..ToC, dated- 11,t3eSt tom-2tQIO __.,,....` (designer) -- _` I certify that the septic system referenced above was installed substantially according to the design, which n-tay include minor approved changes Such as lateral relocation of tht- distribution box and/or septic tank, Stripout (if required) was inspected and the s,-Al� were found satisfactory, 1 certify that the septic system referenced above was installed with major changes t.i.e greater than 10' lateral relocation ol'the SAS or any vertical relocation of any component of'the septic system) but in accordance with State c& Local Regulations, Plan revision or 4ertified as-built by designer to follow. Stripout (if req ' .nspected and the soik were found satisfactory, Jai �yr lln., all"r's Sign.• No �413Vr nw, ,• esi ;ner s Sidnatut (Affix mg 'er s trip Hcrc)-.... PLEASE RETURN 'I U BARNSTABLE PUBLIC HEALTH llIVISION. CERTIFICATT, OF C:OMPLIANCE WILL NOT BE ISSUED UML BOTH THIS FORM AND AS- i_3t.II[.'1'CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. 1 iANK YOU, ,� .,Il . la•nti:;:>isnri..n:u,:.un a iu.m do; era _ oca c j 7 ttac "W T?r-474N T'IW-4n r WH 9C: R T n T n7-97--nnu LETTER OF TRANSMITTAL JC Engineering Inc. Civil&Environmental Services K 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham MA 2 0 538 Facsimile. 508-273-0367 TO: Capewide Enterprises,LLC DATE; 08/09/10 JOB NO. 1846 P.O.Box 763 RE: Proposed Septic System Upgrade Centerville,MA 02632 150 Lewis Pond Road Cotuit,MA 02635 WE ARE SENDING YOU: X Enclosed _ Under separate cover via X the following: Report _Prints Brochures Shop Drawings Specifications Copy of Letter Change Order Forms Please find enclosed three (3)signed and sealed Proposed Septic System Upgrade plans along with an executed Soil Suitability Assessment form and executed B.O.H. checklist THESE ARE TRANSMITTED as checked below: For Approval Resubmit Copies for Approval X For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved asSubmitted Returned .. For Review and Comment For Your Information REMARKS Should you have any questions, please feel free to contact our office. Thanks. COPY TO: File(1) SIGNED: Michael Pimentel, E.I.T. F TRANS. NO.: CITY/TOWN: Cotuit APPLICANT: Capewide Enterprises ADDRESS: 150 Lewis Pond Road, Cotuit MA DESIGN FLOW: 440 gpd REVIEWED BY: DATE: _ 6 N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] X Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] X - Locus Provided [310 CMR 15.2204(t)] X Plan proper scale? (1"=40' for plans,lans 1"=20' or fewer for p components) [310 CMR 15.220(4)] X Easements shown 310 CMR 15.220(4) b ] [ X S Syst em y located totallyon lot served 310 CMR [ 15.405(1)(a)for upgrades]- if not, a variance is required [310 CMR 15.412(4)] X Location of impervious surfaces(driveways, parking areas etc.) [310 CMR 15.220(4)(d)] X Location all buildings existing and proposed 310 CMR 15.220(4)(c)] X F Location and dimensions of system components-and reserve areas. [310 CMR 15.220(4)(e)] X System Calculations [310 CMR 15.220(4)(f)] - X daily flow X septic tank capacity (required and provided) X soil absorption system (required andprovided) X whether system designed for garbage grinder X North arrow [310 CMR 15.220(4)(g)] X Existing and proposed contours [310 CMR 15.220(4)(g)] X Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] "'X Names of soil evaluator and BOH representative[310 CMR , 15.220(4)(h) and(i)] X Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] X Percolation test results match loading rate? [310 CMR 15.242] X Certification statement by Soil Evaluator [310 CMR 15.220(4)u)] X Observed and Adjusted groundwater(method for adjustment I given or indicated) [310 CMR 15.103(3) and 310 CMR I 15.220(4)(n)] X Address , 150 Lewis Pond Road, Cotuit MA Sheet l of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] I . X within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply X within 250 feet of the proposed system location in the case X within 150 feet of the proposed system location in the case of private water supply wells X Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] X Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) X Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR.15.220(4)(o)] X Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] X Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line)'[310 CMR 15.220(3)] X Test Holes adequate (two in each of the rim and reserve primary unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15:405(1)(k)] X Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] X Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] X Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] X Materials specifications noted? [various sections of 310 CMR 15.000] X System components not> 36" deep (unless Local Upgrade A proval or LUA requested) [310 CMR 15:405(1(b)] X Address_ 150 Lewis Pond Road, Cotuit MA Sheet 2 of 7 4 • • r , 9ZN/A,�� ��� �� �,� N/A OK NO 1) X lo line [310 CMR 15.227(6)] X for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] - X Note regarding installation on stable compacted base [310 CMR 15.228(1)] X Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] X Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR. 15.405(1)(k)] __X Minimum cover 9" (Tanks buried more than 9" must have risers - on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] X Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] X Access to within 6 " of grade - one port for systems<1 000gpd, two for systems >1000 gpd [310 CMR 15.228(2)] _X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] X > 10 ft from building foundation [310 CMR 15.2110)] X Buoyancy calculation Required/Done [310 CMR 15.221(8)] X H-20 Where appropriate? [310 CMR 15.226(3)] X Setbacks from resources [310 CMR 15.211] X Required when other than single-family dwelling or.flow>1000 gpd [310 CMR 15.223(1)(b)] X First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] X "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] X Address , '150 Lewis Pond Road, Cotuit MA Sheet 3 of 7' t ' N/A OK NO BULbT�1GSEWIiAll� OyTHEIt. f, 3; � n, ,rH #. € 4as: fc< Located at least ten feet from any water line? [310 CMR 15.222(2)] X Disposal piping at least 18" below water line (when water and , sewer cross, see 310 CMR 15.21l(1)[1]) X Cleanouts required/ rovided ? [310 CMR 15.222(8)] X Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] X Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] X Siphonproblem/(leachfield below pump chamber) X Endca s or vent manifoldspecified? X Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] X Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) X DISTRIBUTI(?NBOX Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] _ X Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] X Riser if deeper than 9" [310 CMR 15.232(3)(0] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sump 6 [310 CMR15.232(3)(e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] X Proper setbacks [310 CMR 15.211 (same as septic tanks)] X Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] X Service components accessible (not too deep with piping, disconnects accessible) X Alarm floats -.alarm on circuit separate from pumps specified? X Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and (8)] X Stable Compacted Base [310 CMR 15.221(2)] X Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] X Address 150 Lewis Pond Road, Cotuit MA Sheet 4 of 7 i N/A OK NO alculSOILA�B�SORP�T.I�dN�� S�T�li%�S�ASS}GT11�1E1 � � ` �� ations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] X Required separation to groundwater? [310 CMR 15.212)] X Aggregatespecified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] X Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] X Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] X G' yLERI SAP �TS BFR ' .�C M� ., S4�CMR&15.�53 r ' Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] X Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] X Aggregate 1'minimum- 4'maximum. [310 CMR 15.253(1)(b)] JX 2' sidewall credit maximum [310 CMR 15.253(1)(a)] X. In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] X ' REl�'r�xF�S310�CMR'�1`SZSk' , Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] X 100 feet-maximum length [310 CMR 15:251(1)(a)] X Minimum separation 2x effective depth or width whichever ' greater(3x if reserve between trenches) [310 CMR 251 1)(d)] X Situated along contours [310 CMR 15.251(2)] X Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] X EDSAS aXlmuFmsizeoiedoeld 5OOOgpd} � minimum 2 distribution lines [310 CMR 15.252(2)(a)] X Maximum separation between lines 6' [310 CM R15.252(2)(d)] X Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] X Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] X =r Separation between beds 10' minimum. [310 CMR 15.252(2)(0] X Bottom area used in calculations only [310 CMR 15.252(2)(i)] X . Address 150 Lewis Pond Road, Cotuit MA Sheet 5 of 7 DYbT . N/A OK NO .,*� t. Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] X Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] X If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] X Inspections once per year(systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? X Impervious barrier and/or retaining wall ? [Guidance Document] X Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] X Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] X Side slope not exceed 3:1 ? [310 CMR 15.255(2)] X Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] X At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended [310 CMR 15.255 (2)(e)] X �Gr•'avelles' Sys em[��1Aproval L�ettersj�;� ��u x � �� �' � � '�' ���' `�� : � �,ZZ40, Check DEP Approval letters^for credits and design conditions X If used with pressure dosing do not allow pressure discharge to scour soil interface X Alternatcvef4s pticSysfe [I/Apro al fret rsj ,hy ' Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? _X Is the technology being properly applied and does it meet all DEP Approval Conditions? X Is there a note on the plan regarding the requirement for, perpetual maintenance agreement? X Any alarms involved on separate circuits .. X Did the applicant submit an operation and maintenance manual? X A Has applicant submitted a copy of a maintenance X Are the variances listed on the plan ? [310 CMR 15.220 (4)(q)] X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] X New construction or increased flow proposed- [Refer to 310 CMR 15.414] X Address 150 Lewis Pond Road, Cotuit MA Sheet 6 of 7 N/A OK NO Natrogen Sensttivlr'eas "m v Is the system Sensitive em in a Designated Nitrogen Sensti On `o Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy'regarding upgrades of such existing systems] X Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] X y # � ��� v. Pumping to se tic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X , Address 150_Lew's Pond Road.,Cotuit,MA Sheet 7 of 7 Town of Barnstable P# Department of Regulatory Services WWgrkBU& : Public Health Division Date 719ZO 1639, `0� 200 Main Street,Hyannis MA 02601 rfD fAA't�' Date Scheduled -2/f q l/V Time _ Fee Pd. / UJ Soil Suitability Assessment for Sewage isposal Performed By: C n.e( C i M-l(e i, Eft C.Se Witnessed By: ; !nn ✓1 n LOCATION& GENERAL INF0.4SUT ON Location Address Owner's Name n oc C#�VJ Address S Qgvn2- Assessor's Map/Parcel: ©a o- 009 Engineer's Name SG E�►9cflLeCf`ig; TinC. NEW CONSTRUCTION REPAIR vl� Telephone# 508-172-0 3 77 Land Use 51r15(e- Slopes(%) 5-w Surface Stones A Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way - A , Property Line 7 (� ft Other ft SKETCH:(Street name..dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See a*a Ghe , e 61 Parent material(geologic) ovtWasVl Depth to Bedrock 7 i Z(o .b3 S Depth to Groundwater: Standing Water in Hole: 12to�b Weeping from Pit Pace _. 7 l 2/Oy bs S Estimated Seasonal High Groundwater y (2 6"by5 DETERMINATION F`OR EASONA HIOI3 WATER TAft Method Used D tceetr �\pSQf Ucz{lo ri Depth Observed standing in obs.hole: 7(2-(a in.. Depth to sail mottles;at 7 72_f° - __ in, Depth to weeping from side of obs.hole: >t 2�_ in. Groundwater Adjustment_____- _ _.__ft• Index Well# - Reading Date: - Index Well level Adj.factor __. Adj,Groundwater Level PEIiCCJLATION TEST Observation Hole# -4 Time at 9" Depth of Pere 30 18 -__ Time at 6" r Start Pre-soak Time @ (I:Y(o A N - Time(9"-6") End Pre-soak I I; 2 i All t - Rate Min./inch L Z Site Suitability Assessment: Site Passed V e 5 Site Failed: Additional Testing Needed(Y/N) 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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 1-/ Wer y- 8 %t L5 j0Yr 3/.Z - 8 -30 LS lDY'r S16 - 30-1246 G DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlin g (Structure,Stones,Boulders. Consistency,%Gravel Li 1-8 AlE LS 10Yr 3/2 - - 8-30 1r 5/6 - - 3o-12�O 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. Consiste Gr 1 Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes..._✓ Within 500 year boundary No Yes- Within 100 year flood boundary No Yes_..®_e Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes _— If not,what is the depth of naturally occurring pervious material?_�+ Certification I certify that on 10-27'94 (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,expertis and' erience described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC I Date: d TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: BUSINESS LOCATION: Lew,) a z-,4" MAILINGADDRESS: /�D• /�/ ©,�6 35 Mail To: 77� 533 Board of Health TELEPHONE NUMBER: Town of Barnstable CONTACT PERSON: &A l�'�.Utx 1� P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: 83got6 Hyannis, MA 02601 TYPEOFBUSINESS: v ��nq Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site otherthan your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(for gasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake f uid) Refrigerants Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, os e, #2 ating o' NEW USED Other petr eu roduct . greas , Photochemicals (Developer) lubricant , ge r oil ' NEW USED Degrea ers fo engine and etal Printing ink Degre sers for drive ays & garages Wood preservatives (creosote) Battery acid (electr yte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids '-- of I I 11 L (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Date: d TOXIC, AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: A fl n BUSINESS LOCATION: TO L`eewl' o a� - MAILINGADDRESS:�-D ��/y c�, 6�5— Mail To: TELEPHONE NUMBER: 773FS-y33 Board of Health Town of Barnstable CONTACT PERSON: P.O. Box 534 EMERGENCY CONTACT TELPHONE NUMBER: 51 Hyannis, MA 02601 TYPEOF BUSINESS: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO 1-� This form must be returned to the Board of Health regar. I s t of a yes or no answer. Use the enclosed envelope for your convenience. e .P n If you answered YES above,please indicate if the materials are stored at site other than your mailing address: f ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity k Antifreeze(forgasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes ,Road Salt (Halite) Hydraulic fluid (including brake f uid) Refrigerants a Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasolind;-Jet,Fuel Photochemicals (Fixers) Diesel fuel, os .e, #2 ating o' NEW USED Other pets eu roduct : greas , Photochemicals (Developer) lubricant , ge r oil NEW USED Degrea ers fo engin an etal Printing ink Degre sers for drive ays & garages Wood preservatives (creosote) Battery acid (electr yte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers - Paints, varnishes;stars, dyes PCB's - Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor& furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids To 5 (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS . C T$WN OF BARNSTABLE� /5'0 LOC ATION S �a-9 L��I,�cS SEWAGE # VILLAGE [.Er�"iA1� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. `�i -7-7 `� SEPTIC TANK CAPACITY forjr� r LEACHING FACILITYAtype) (mot 't (size) _+ X_►�- NO. OF BEDROOMS-PRIVATE WELL �BL�C;_OATER BUILDER OR OWNER o Leo L-,.C, ( � k(arx DATE PERMIT ISSUED: �- DATE COMPLIANCE ISSUED: -.n- 9 a- VARIANCE GRANTED: Yes No r � D _ � �6 mar i / v i THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tontrnrtion frrmit Application is hereby made for a Permit to Construct ( .) or Repair ( ) an Individual Sewage Disposal System at: -station-Address Lot No. Owner Address ----- ........... ... ...1� Installer Address QType of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms..........-----___.__••---`.-__.____.--Expansion Attic ( ) Garbage Grinder (1 Vaj Other—T e of Building No. of persons............................ Showers — Cafeteria Pa Other fixtures -----------------------------•-•-- ... W Design Flow....................!..-...........gallons per person perlday. Total flow.......... ...................gallons. WSeptic Tank—Liquid.capacit/00.Q.gallons Length-__- _..._._ Width._ .___ Diameter................ Depth.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......Z----------- Diameter......AA./... Depth below inlet._3' (.. Total leaching areas-.A..��.sq. ft. Z Other Distribution box ( ) Dosin tg apk ( ) q '-' Percolation Test Results Performed by._...._...�_i�_T�f:Q1✓.• __ l�/ _ ;_ E_ Date.._Q.C.l Test Pit No. 1................minutes per inch Depth of Test Pit.... ........ Depth to ground water........................ fs, Test Pit No. 2_...._._<cr ninutes per inch Depth of Test Pit..._/tea'....... Depth to ground water.4� 2_/,_2� �` F -•--- - Description of Soil Q " ���` ....Q..L.� 1 ---------••-•-•----•-••-------• x W ...........................................----••-----•-•---••.....-••--------.....•••-----•---•------•-•-•--------•---.......•----•---•--•------•-•-•••---•••--------------•-•---•-----•----------•--. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ----•----------------------------------------------------------•-•-•••--••-•--••--••........--•-----•---........•-••-------•-.---•----•-•-•--•-••••-••------------•-•--•-••--•••••--•-•.....---•--•-•--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environments Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant as u y board of health. Signed ---- -- ------ -A�een.. -------:.. _. . -- -- ------------- Da Application Approved BY --g'.-/- ---------- --- ..---... . .................'----................................ Dace Application Disapproved for the following reasons• ................------------------------------ --- ........................--................................................. ----------------------------------------------------------------------------------------- ---------------------------------------------------- --...................................................... ----- ------------------------------ i to Permit No. �1-. Issued ------...yam.-:-F-.. .. .. Date �r 6R I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN-OF BARNSTABLE Appliration for Disposal 1011rks Tonstrurtion Errant Application is hereby made for a Permit to Construct J>� ) or Repair ( ) an Individual Sewage Disposal System at: ,^ / ....-•-- ..------• ----------------------1---- ......................... ... _....._.....................--------------- Location-Address or Lot No. ......................� .S'•CiF .1�}1:� �,/ l�Z/!tiocvC C�, �o� / 7' �pi�i:, /r> D.A63S ....._ .. -----....... ----••.A ....... --• ...---•- Owner Addres,s e.. '7(� C.c��4,� y � /�� Installer Address dType of Building Size Lot____________________________Sq. feet V Dwelling—No. of Bedrooms.......... .............................Expansion Attic ( ) Garbage Grinder f(V) Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures ............................ . w Design Flow................. .............gallons per person per day. Total,cjaily�flow....... .. ......................0gallons WSeptic Tank—Liquid'capacit 2C�___gallons Length•______________ Width_. � __.__._ Diameter................ Depth':5........... x Disposal Trench—No..................... Width............ Total Length.................... Total leaching area...........—-----sq. ft. Seepage Pit No...../............ Diameter----.le-31,........ Depth below inlet.`'.:E.'.... Total leaching area:4..y-S--------sq. ft. Other Distribution box Dosing�a aPercolation Test Results Performed by-__•_••-.--•--•-••-•_____________________•�- _.4. Date..._.._._._.............................- 1 Test Pit No. 1 ..... minutes minutes per inch Depth of Test Pit______________ Depth to ground water.._._..__._______._..._- , ,� (i Test Pit No. 2..._.._�niinutes per inch Depth of Test Pit----Z ...__.. Depth to ground water. .... 4 � •-w•_... D ©_._ --;--:7... ^ � ,�...._.._..•-•-•c--;---�_•__-_�.3;- r�7f-`���o�/�---------__________________ Description of Soil----•••. �-•-----•-•--0 r7`V �©!-•---------------•-- ..... V ------------------------------------------------------------ •--•--____--------------------------------------------------------------------------- •---------- •-------------- - -- W -•--•-••---•----------•-----•----•----•-•-------•-----•--•------•--•••--•-•-••---------------•-•-------•......---•--.------•----•-•-•••----•-••••-•----•-•--••-------•--•••......-••••-......_..._..... x U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ..------•-----•------------------•--------•------•-•-----•-•---•----•---............._...__..............__.....----------------.......---------------.....-------......._............-•-•-•-=......••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental. Code—The undersigned further agrees not to place the system in operation until a Certificate of Complianccevh/as been i sued by the_board oofAhealth. 4 � - Signed ..----l/..../�%2l� ! ------------------------------------------------- APPlication Approved BY .. V?/---- - Date Application Disapproved for the following reasons- ------------------------------------------------------------------------------------------- ............... ------ ....... ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------ Permit No. �--------------------............... Issued ...... -.--�f-... ge-..-��....---� Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Gertifirak of (fo>r plianre THIS IS__T- G-PRTIFY That,th 4ndividual Sewage Disposal Sysiem� constructed or Repaired ( ) has been installed in accordance with the provisions of TITLE 5 of The State,Environmental Code as described in the application for Disposal Works Construction Permit No. �' '' '�+�-t'�-----... dated ' `,/�' " t THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..........-�-r------ - a! --------------------------\. Inspector ........................------. _ - THE COMMONWEALTH OF MASSACHUSETTS�C 06 y k�C� " (1 BOARD OF HEALTH No ' TOWN OF BARNSTABLE FEE... �t�-5: �......................... .0ispo,s�ajt. a ks Ton, nr#ian rermi# Permissions-hereby granted.... �..... ••.......1 . � ................................................•-•--........... to Construct( ) or paix„( ) n Individual enwage Disposal, Systems �� at No..e-,A -......�----c-2-•'•...2--...��!°* ors ,� l�L(/� - '���f......-;�a�^��--�.......................................... Street ��••-- as shown on the application for Disposal Works Construction Permit 1 Dated............`_................_T.... ......................... _.t_.4-'. -•--•- --------- `�� U Board of Healthi rDATE---•--------------�.:' .._...- .................................. FORM 36508 HOBBS&WARREN,INC.,PUBLISHERS r ' Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION ` Site Location: X—0 0yt S. o Tv,i Lot No.S Owner:1,d'/ia*--Zri,9n/ Ky� e)co< Address: IC'-16 00x /&/Y (f©%V/7 Contractor: Address: Notes: i I STEP 1 Measure depth to water table .................................................................. .Date mo th/ Y/Yea3 to nearest 1%10 ft. ............ Z $ 8,�o STEP 2 Using Water-Level Range Zone j and Index Well Map locate site and determine: OA Appropriate index well.........Ts 8�. .................................... . OB Water-level range zone ..............Z nl STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ................ 5.3 �Z• mo h/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to water level for index well (STEP 3), and water-level zone (STEP 28) determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water level at site (STEP 1) .................. �o Figure 14. Suggested computation form. i 13 , I TOP OF FOUNDATION - � �✓ Co:-Tv i T . CONCRETE COVER ' CONCRETE COVERS 4• CAST IRON (2��MAX. 12"MAX. •, .. OR SCHEDULE 40` - 4 SCHEDULE 40 P1/C.(ONLY) - -- P.V.C. PIPE - PIPE- MIN. LEACH . ^ �j'CfJLE /�_ �D IA PITCH 1/4"PER. PITCH 1/4"PER.FT. POT PRECAST \ � -� � /✓o i E - �'L�✓tea. i v-�s ��s�� , • a r..:: LEACHING c`� �s \\\ - - p�✓ /�.S�S J�riF� 6ftTcd�+'�, Q: PIT OR �w ; o EL:¢¢S,SI INVER INVER ? • w 4'♦o .�.. O� \ SEPTIC TANK DIST. EQUIV. - �,a INVERT EL.4.?,. . . BOX ELF+..g ' : ,>__' ,,. O N -1 4�.. GAL. INVERT •` 3.S~a O' :.. •• \ • EG 28 Z2 .. - lr Ex/,S o; EL4' � d. g/r INVERT - w w •:►. 3/4 r TO 11/2 O♦ . i/OCR. EL . ..... 4,¢,¢0 ., � EL.-.�..... �� WASHED . \ ` \ \ w� : L I w STONE - • I EL 27. A \ G� PROFI LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM N0 SCALE ZZ SOI L LOG WITNESSED BY : DATE .G2C.>. l9,!9�TIME /..,'.�OA/✓I . .•TEAR �u�✓�!in!G.. BOARD OF HEALTH TEST HOLE 1 TEST HALE 2jTrSO✓�.�.f��1L� ENGINEER r ELEV.`3�� .. . . . ELEV. .:!40." . . T=.ci. ffo.Cc_._Tt, OG����''� G•'Co�nia�./�TF2_EGE✓. co�v:avu'`c6s 2�8/9.3 \ l/ �b�� �! L,3.r✓.•tS2p-ice`—['C�GL �RG�-,� T�T�Q•✓.� �S/9GG�-iC.-.f'--- $F_�a�'iBin/EC3 \ / ' _ - Rr ti� —�— . �.✓®odLo.9�I •� - -- -• - 9,y /" -- s,so; ES1GN DATA . e� 'o - ZEia = � - - --NUMBER OF BEDROOMS 1 s `.46 TOTAL ESTIMATED FLOW . . � . GALLONS/DAY z8 �$� tip. _ BOTTOM LEACHING AREA �•EL3/o•D�� SIDE LEACHING AREA . . . . : 3�•.g_ SQ.F?./_PIT�'3Z9..S C•PD, - _r,/DD ¢fv-,--- T�iv/c. i_--- / GARBAGE DISPOSAL . . . Q ..(50% AREA INCREASE) ty ��� _8.(0• - �. ,- TOTAL LEACHING AREA . . . -50. SQ.FT.-.-- MIN/INCH PERCOLATION. RATE . . . . . : . « . E�� , \ L `` ♦ 0 �� I LL LEACHING AREA PER PERCOLATION RATE:IW. f SQ.FT//Gp� ` 3o�f .WATER ENCOUNTERED — ti ----- NUMBER OF LEACHING PITS /;�•� Di.9!h �( :3.S G3ELF✓_S/�= ! — \ / �1,=� �,� ����; / --__ _ _ - _. _ -_. -rff•DAP:</ A�/� '.��T WiT" 3 Hof _ - r �:� i - - APPROVED BOARD OF HEALTH DATE. . . . . . . _ I = P9✓`r"��„��— I 1 AGENT OR INSPECTOR po. A', ND dep�SH OF jJ ED A"^P � o� ON HALL ff _�1 � :� � ► No.527 GG .Q _ SANiTARtPy '— PETITIONER �OLdiC yY ° R _ - ----- ----- --- -Z 8-:s?a�,(,�,2 �209 444, /rI� oZ65S_. T.O.F. EL.= 34.0± INISH GRADE OVER D-BOX= 32.3'± 4"SCHEDULE 40 PVC GENERAL NOTES PROVIDE EXTENSION RISER @ MIN. SLOPE 1% FINISHED GRADE OVER BIODIFFUSERS= 32.0 - 32.3 REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/° MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , OUTLET TO WITHIN 6"OF F.G. , BOX TO WITHIN 3"OF F.G. @ FND. EL.= 31.3 ± F.G. OVER TANK EL. = 31 .5± 5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. (ONE PER TRENCH) 2 -- I PLAN MUST BE APPROVED BY THE BOARD OF E CHANGES H HEALTH AND THE DESIGN ENGINEER. EXISTING 4" PROPOSED 4"PVC SEWER PIPE 36"MAX. 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL -� - - - SEWER PIPE _ j 36"MAX. TOP OF SAS/B.O. = 29,33' SYSTEM UNLESS OTHERWISE NOTED. 3"DROP MAX 3" g« L _ 19 _j PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2"DROP MIN_ MIN.sLo ,% JOINTS (TYP.) ELEVATION =29.33' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4"PVC IN FROM CLEAN SAND 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *PE 29.5'± SEPTIC TANK 4" PVC OUT TO 1.33' n10.1"TYP 6«TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY 0.90' (TYP.) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 12" 6" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL I I SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 29.20 MIN. 29.03' 28.90' 28.00' (LAID FLAT) 2.875'(34.5")--i----5.75' -I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE 5 0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY TANK NECESSARY COMPACTED BASE (TYP.) 11.50' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 5'MIN. AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 40.0' (TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 34.00' ESTABLISHED _ TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN UTILITY POLE#245110 AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 21 .50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE pp�� /� 16 - ARC 36HC #3616BD BIODIFFUSERS TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR D I STR I B UT I e.DISTRIBUTION B®X DETAIL 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - - - - v -- --- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING (3 C!� -''"x •1ff `�'`'-%�►� TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • • •+ .z PERC NO. 12993 APPROPRIATE AUTHORITY. (4 2) ; ' +• .R INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS + ° 14 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • , • EVALUATOR: Michael Pimentel, E.I.T. • • THEY SHALL WITHSTAND H-20 LOADING. _W Nc� ^ • •• • • ' C.S.E.APPROVAL DATE: Oct. 1999 MAP 20 0 0 0 0.0' �° • t1• ; July 14, 2010 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PARCEL 139 oh s� r'o1 1) HC-2 DECK k ;�' �,, ' • iv` DATE: ZONE 2 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE Z r MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 32.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, Q tO 1i r • .�•� + ELEV WATER= < 21.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). �sr PERC RATE_ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN P �� C #150 } SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. �O EXISTING DEPTH OF PERC= 30"-48" F L 4-BEDROOM n , (� 16. PROPOSED PROJECT IS LOCATED WITHIN: DWELLING HCA I o O �/ ,� ' +► r* . ' TEXTURAL CLASS: 1 ASSESSOR'S MAP 20 PARCEL 8 a / G), -y TOF = 34.0'± H • • �/� • `r • s�' • OWNER OF RECORD: LESLIE KYNOCK TRUSTEE (n ADDRESS: 150 LEWIS POND ROAD ,_ . LOCUS l �► / r , �` • •' U" Litter 32.00' COTUtT, MA 02635 rn ��' N \' - 22- _ -- - i ` ••„ �' s 4« Loamy 31.6T 0 � / SWING-TIES SCALE: 1"=20' . • . • � ��� � • A/E OYr 3/2 d a. 1 • .t,. • •. �. , 8" 31.33' FEMA FLOOD ZONE C N ` f 10 a • . • ...,". DESCRIPTION HCA HC-2 "�- • Loamy Sand COMMUNITY PANEL# 250001 0021 D �? � ' 4 " r B 10Yr 5/6 ! 17. DEED REFERENCE: DEED BOOK 22023, PAGE 196 a / \24� ��s�� BIODIFFUSER CORNER(1) 41.5' 38.7' • �;y fit �, *• + + / t - '' ` • 18. PLAN REFERENCES: 1. PLAN BOOK 162, PAGE 85 \ BIODIFFUSER CORNER(2) 49.2' 38.9' ! • • r + • • 30" I 29.50' )" `` Perk 2.) PLAN BOOK 210, PAGE 93 (LEWIS POND LAYOUT) BIODIFFUSER CORNER(3) 81.8' 78.6' Q • 048" 28.00' �- • M r SHED BIODIFFUSER CORNER(4) 77.4' 78.5' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. \26 ' ` � ++ • � `- 28- \ • •+ • " ' Medium Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY MAP 20 \ r ••• •� t C FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY ♦ + 4! ;mot 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PARCEL 7 \ \ \ '._ .� .. �. `rc� _• ` . r a a�---- (loose) -30- o \\ \ o CV o_<c ,. ?8 EXISTING LEACHING PIT TO BE PUMPED AND I LOCUS PLAN N 4'w' FILLED WITH CLEAN, COARSE SAND &ABANDONED SCALE: 1"= 1000' 2 a �a Q 6 1 126" 21.50' 3 LP r' �30\ EXISTING 1,000 GALLON SEPTIC TANK TO No Mottling, Standing or Weeping Observed / �BE UTILIZED AS PART OF THIS DESIGN lq3• 2 DESIGN DATA TEST PIT DATA LEGEND Tp 7 32 0' Tp 32 0' '� PERC NO. 12993 50x0 EXISTING SPOT GRADE PROPOSED INSPECTION PORT WITH $ 32X O O INSPECTOR: David W. Stanton, R.S. ACCESS BOX TO GRADE (TYP OF 2) ® DECK NUMBER OF BEDROOMS(DESIGN) 4 O EVALUATOR: Michael Pimentel E.I.T. - - 50 - - EXISTING CONTOUR �a PROP. D-BOX 1n 7on� \ DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: t2g3 Oct. 1999 50 PROPOSED SPOT GRADE TOTAL DESIGN FLOW 440 GAUDAY 0 PROP. TOTAL 16 ARC 36HC BIODIFFUSERS / ^ 'a 8" \�0 DATE: July 14, 2010 8 BIODIFFUSERS EACH TRENCH) s" `' DECK DESIGN FLOW X 200 % = 880 GAUDAY 50 PROPOSED CONTOUR ( ) TEST PIT#: 2 \ a #150 USE EXISTING 1,000 GALLON SEPTIC TANK Benchmark#2 > ' = ' E/T/C - EXISTING UNDERGROUND UTILITIES EXISTING ELEV TOP 32.00 - Stake and Tack s 4-BEDROOM ELEV WATER= <21.50' GAS EXISTING GAS LINE Elev. =34.31' DWELLING Approx. M.S.L. LD TOF = 34.0'± MAP 20 \ PERC RATE PARCEL 8 CU INSTALL 16 - ARC 36HC (#3616BD) BIODIFFUSERS _ --W W- EXISTING WATER LINE W DEPTH OF PERC= � O 3 46,765 S.F. OT SYSTEM CAPACITY t Q Q TEXTURAL CLASS: 1 TEST PIT LOCATION cu / N � .J O _ EXISTING 1,000 GALLON SEPTIC TANK O \ A 7�T0 \ / v���, / O � (TOTAL L.F.OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)- GPD O O O Q pC�11 O1 �� (� W (80.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 461.8 GAL. LEACHING/DAY 0" 32.00' 9 \qk/ \ v� 3� 4" Litter 31.6T PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE NC "� ry o A/E Loamy Sand 0 PROPOSED DISTRIBUTION BOX �oG ` ( / TOTALS: 10Yr 3/2 , F Opp R,3q '� \ I l \ / 1 g" 31.33 0 / O Loam Sand �V EMENT � ,00QUO -1 r � V TOTAL NUMBER OF BIODIFFUSERS: 16 B y I � PROPOSED ARC 36HC(#3616BD)BIODIFFUSER TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 ST TOTAL LEACHING AREA: 624.0 SQ.FT. ONFO �\ TOTAL LEACHING CAPACITY: 461.8 GAL./DAY 30" 29.50' REV. DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE Ji PREPARED FOR: Benchmark#1 ,Y no NOTE: Medium Sand CAPEWIDE ENTERPRISES Nail Set in U.P.#245/10 90362p \ EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE C 2.5Y 6/6 Elev. =34.00' 92• �' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER (loose)Approx. M.S.L. l "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO LOCATED AT Mo ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST 150 LEWIS POND ROAD (ire MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. NOTES: ,P/O, AO� I COTU IT, MA 02635 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF �y��r��QO 1 126" 21.50' SCALE: 1 INCH = 20 FT. DATE: AUGUST 8, 2010 EACH SEPTIC SYSTEM COMPONENT. A� 'qo 34 3 1 ►►o!!!!Vd o 10 20 ao so FEET L No Mottling, Standing or Weeping Observed ��N sqc 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF �oHN f T PREPARED BY. THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST RESERVED FOR BOARD OF HEALTH USE CHURCHi��R' JC ENGINEERING, INC. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL �$ 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE ZONE WATERSHED. SITE PLAN 508.273.0377 _ SCALE: 1"=20' Drawn By. MCP Designed By:MCA Checked By:JLC JOf3 No.1a46