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HomeMy WebLinkAbout0060 TOMAHAWK DRIVE - Health 60 Tomaha,vb;,- Drive Centerville A= 190-021 S M EAD No.2453LOR UPC12534 smead.com • Made In USA mmm OSWR" rWU9WlI1H�PAODU LW c�FI OFMSRROORMIunmoAmome �wwwSFAW-RnM°rte i i I TOWN OF BARNSTABLE LOCATION d0l T®/ 11f,4f Al,e eX- SEWAGE# VILLAGE C Grid'% ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. O/172 SEPTIC TANK CAPACITY r� t�'I�• �� LEACHING FACILITY.(type) "'C�' /��M��'e'" (size) NO.OF BEDROOMS .� OWNER PERMIT DATE: �� COMPLIANCE DATE: Separation Distance Between the: /y ® s T 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 I 3 40 No. V ` l Fee [ " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �Z PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mispo8af *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �jy�f/�; ,Glo,(` Owner's Name,Address,and Tel.No. Assessor's Map/Parcel/9� ` J Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �`P No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 ® gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tankk+ � Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Ith. Signed Date 6 �� Application Approved by IL-5 Date �'� '�-� r_0 —r Application Disapproved by Date for the following reasons Permit No. V Date Issued _� al. No. X Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTSYes 4plication for Misposar *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ����f�elf4 - Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft.-- Garbage Grinder( ) Other Type of Building Q 41e'f'• No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) —I 3 o gpd Design flow provided —n f✓p gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil_ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of lth. Signed Date 6—`O Application Approved by Date Application Disapproved by # Date r for the following reasons Permit No. 90 _ 1 Date Issued 1, THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compharire THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by G�-��7 ..e✓ at �p ,,7'd1.'// yd�!/L�( has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.aZ 016' dated �6 Installer Designer #bedrooms _ Approved design flo q 3 y gpd The issuance f this T ermit shall not be construed as a guarantee that the system will nq n as des ned. Date �� If J Inspector t ------------------------------------------- -- --c y------------------------------------------------------ No. P`w O I Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit r Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at e-O 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.e--7 ^ n Date Approved by Town of Barnstable Regulatory Services Thomas F.Geiler,Director • BA'RNSTABLE, + " a Public Health Division 40. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644. Fax: 509-790-6304 Installer & Designer Certification Form Date: Z7 10 Designer: J � Installer: Address: . �, �/ Address: On v was issued a permit to install a (d e) Greta er) septic system at So based on a design drawn by (address) ►'l 4::-7 dated (designer) ;ri:certify that the septic system referenced above was installed substax�t�xll acc rdirz9'to design, which may include minor approved changes such as latgal. elocatipti of the distribution box and/or septic tank. . _ I certify'that the septic system referenced above was installed vnth'.nrttajor changes (j.;�, greater thin 10' lateral relocation of the SAS or--any vertical reloc;atitu of any component of the septi �sys em)but in accordance with State&Loeal,Regiilat ons. Plan revision or certified as-butt'designer to'follow. ZDAVID s staller's Signature) 43„ CP IMSON (I3 er s Signature) ( $x finer'.s Stamp Hero) PLEASE RETURN TO 4STABIJE PUBLIC.IIEALTD.DIVISION.' C RT IC TE 4F COIVLP] IANCE W ,L N® E : SSITED;= = BOTH TIi][ ' F4I?dVl _ BUILT 4CARD ARE RECEIVED iB'Y..TRE:BAD ST1A$LE PtTBi l<C ![F DI SI�1`T THANK Y .71 O[1. r r Q:HealtTYSeptic/Designer Certificahon'Forn; -z `'. TRANS.NO.: CITY/TOWN: APPLICANT: ADDRESS: DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO GENERAL Legal boundaries denoted[310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided 310 CMR 15.2204(t Plan proper scale?(1"=40' for plot plans, V=20' or fewer for components) 310 CMR 15.220(4)] Easements shown 310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220 4 daily flow septic tank capacity (required and provided) soil absorption system(required andprovided) whether system designed for garbage grindet North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours 310 CMR 15.220 4 Location and log of deep observation holes(existing grade el. on / each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i ] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator[310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR 15.220(4)(n)] Address AR_MN l AMOK Sheet 1 f 07 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells 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)] Water lines and other subsurface utilities located[310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220 4 0 Stamp of designer 310 CMR 15.220(1)and 310 CMR 15.220(2) Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve 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 Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36" deep(unless Local Upgrade Approval or LUA requested) 310 CMR 15.405 1 b Address 14(0-0 ID IM TO VC C Sheet 2 of 7 I N/A OK NO SEPTIC TANK Size OK? [310 CMR 15.2230)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14" or 14" +5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228 1 Separation between inlet and outlet tees(no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater / (except as described 310 CMR 15.227(5))or permitted for w/ upgrades under LUA [310 CMR 15.405(1)(k)] 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 ( ] Three access covers (inlet and outlet must be 20" or greater)- middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<I 000gpd, two fors stems >1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation 310 CMR 15.211 1 Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] Multi-Compartment Tanks Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b First compartment 200%daily flow; Second compartment 100% daily flow 310 CMR 15.224(2) and 3 "U" pipe through or over baffle,outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address �Yvi ` ���� Sheet 3 of 7 r N/A OK NO BUILDING SEWER AND OTHER PIPING Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211 1 1 Cleanouts required/provided? 310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] ✓ Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? 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)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed DISTRIBUTION BOX Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 f CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" 310 CMR15.232 3 e Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] PUMP CHAMBERS Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6)and 8 Stable Compacted Base 310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] Address �� �� -M1yc Sheet 4 of 7 N/A OK NO SOIL ABSORPTION SYSTEMS(SAS)GENERAL Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed[310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(l)[4] and Guidance Document] GALLERIES,PITS,CHAMBERS 310 CMR 15.253 Chambers and Gal. in trench configuration supplied with inlet / every 20 ft. 310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must / be to grade) [310 CMR 15.253 2 ] V Aggregate I'minimum-T maximum. 310 CMR 15.253(1)(b) 2' sidewall credit maximum 310 CMR 15.253 1 a ] In bed configuration, inlet every 40 s . ft. 310 CMR 15.253(6)] TRENCHES 310 CMR 15.251 Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length 310 CMR 15.251 1 (a Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(l)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(l)[4] and Guidance Document] BED SAS(Maximum size of bed or field 5000 gpd) minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252 2 d Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2) i Address 40 HUK -PC IV& Sheet 5 of 7 N/A OK NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system- make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year(systems<2000 gpd)or quarterly >2000 dgood 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 ? Impervious barrier and/or retaining wall? Guidance Document] Impervious barrier installation must be supervised by des i ner 310 CMR 15.255 2 b Retaining wall must be designed by Registered Professional Engineer[310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 2 e Gravelless System[UA Approval Letters] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System[UA Approval Letters] Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Variances Are the variances listed on the plan? [310 CMR 15.220 4 RLS Stamp necessary on plan if a component is within five feet of roe line 310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 Address W 1`'1'�1*MW(- -DE G Sheet 6 of 7 N/A OK NO Nitrogen Sensitive Areas Is the system in a Designated Nitrogen Sensitive 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] Is the system proposed on the same lot as served by private well? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216 1 Miscellaneous Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] Address �� ' `" tqR G u'"1 w� TO ��/ Sheet 7 of 7 Town of Barnstable P# Department of Regulatory Services Public Health Division hl�d Date v auea 039. 200 Main Street,Hyannis MA 02601 t 14 Date Scheduled t• 02Ild 1 Time _ Fee Pd. (.'0 Soil Suitability Assessment for Sewage Disposal Performed By: _fi� /�/� lC7 Witnessed By: i LOCATION& GENERAL INFORMATION Location Address Owner's Name Cl Address �'J Assessor's Map/Parcel: Engineer's Name4e!!��4 v i3O �YJ�J'd.✓� NEW CONSTRUCTION REPAIR ' ' Telephone# Land Use Slopes(%) Surface Stones 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) w Parent material(geologic) i / Depth to Bedrock toc/ Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater 2� U, er e" DETERMINATION 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 Adl,faetor Adj.Groundwater bevel,, PERCOLATION TEST Date_,._ Time.._._, Observation Hole# Time at 9" —_— Depth of Perc Time at 6" Start Pre-soak Time @ Time(911•6") End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) 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# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%Gravel) D- XI 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) 14 , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on i to c %Gravel) t • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consi ten y� Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes . Within 500 year boundary No v' Yes Within t00 year flood boundary No.. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us m rtal exist in all,areas observed throughout the area proposed for the soil absorption system? -----�=---- If not,what is the depth of natur lly occurring pervious material? .w Certification I certify that on (date)I have passed the soil evaluator'examittation approved by the Department of Envi nmental Protection and that the above analysis was performed by me consistent with . the required training,exper' and expe pence described in 310 CMR 15.017. Date Signa e Q:\.SBP'1'I0PERCFORM.DOC ASSESSORS MAP : �` ......�__ _ . _ . .._._._.__- __._-_ _ - _ __ TEST HOLE . LOGS PARCEL: nnht 2f SO I L EVALUATOR: 1 (1i �6 FLOOD ZONEa ,+ ,� rC'`� ' ' ._ i 1) The installation shall comply with Title V and Town of Barnstable Board of . .. . _.. WITNESS 1 Health Regulations. REFERENCE: ! DATE: A0,1L01 2) The installer shall verify the location of utilities, sewer inverts and septic f PERCOLATION RATE: I i components prior to installation and setting base elevations. i� ��-��--�-�� � � 2j 3) All gravity septic piping to be 4 inch.Sch 40 PVC at 1/8"per foot. The first ' ! cS V C , .►+f !S _ _ two feet out of the d-box to the leaching shall be level. � _..__ .__ __ TH I TH 2 4) This plan is not to be utilized for property line determination nor any other purpose other than the proposed system installation. '►� l 14� ( 1b t se 5) All tic components must meet Title V specifications. � p pJ A 10 IA _40ki Loth 6) Parking shall not be constructed over H10 septic components. J - 7 The property is bounded b property corners and property lines. tt�t2'f°i"�j � ��2.ei �' ) P p Y Y p P Y p P LOCATION MAP 8) The property owner shall review design considerations to approve of total design flow and number of bedrooms to be considered for design. Receipt of payment for the plan and installation based on the plan shall be deemed nn approval of the design flow by the owner. t V R) The existing leaching or cesspools shall be pumped and filled with material t per Title V abandonment procedures. Those within the proposed SAS shall .• — .._ ,, �7 be removed along with contaminated soil and replaced with clean sand per ,,rr��..,�ttJ 1 Title V specs. 0Ttw 10)System components to be 10 feet from water line. Sewer lines crossing the Z� + water line shall be sleeved with 4 inch.SCH 40 PVC with ends grouted if applicable. The proposed SAS is being installed below the water service ---- `'1 SEPT I C SYSTEM DESIGN . line. The line is to be sleeved as aforementioned and maintained in place. ,�,�:,..,-.�,. /� � 11) If a garbage grinder exists it is to be removed and is the responsibility of the FLOW' ESTIMATE owner to ensure such. � 12):The installer is to take.caution in excavation around the gas-line if such •. -- '' J.. BEDROOMS AT III GAL/DAY/BEDROOM - GAL/DAY exists. 13)The installer shall verify the location, quantity and elevation of the sewer I SEPTIC TANK lines exiting the dwelling prior to the installation. 14)The installer is to determine if other sewer lines exiting the structure exist and if so,to be re-plumbed or tied into the septic tank. _.�_.__ ��_`/.�'�� �' ✓° � v�GAL/DAY x 2 DAYS • t��� GAL €� USE �JCC1 GALLON SEPT1 C TANK aj w 0w& H O ._. 9 � j SOIL ABSORPTION SYSTEM _ I I_ I I f� � I S I DE AREA: Z-X. Z -i-- l X �� -= I �� O3 � � 1 BOTTOM AREA: ZA X 1 �. 01-141 =2 �i €�AVII� }`i / ON . �i _ S ,p.T.1,C SYSTEM SECT ] ON ourAf nr `t I i f 0 e l Q GALI r a } SEPTIC TANK . 1. 11�. « ,'... 1 © A1� Z 10 r X I .. - f SITE AND SEWAGE PLAN LOCATION - . � .—� ��,pp � �� � l� •� PREPARED FOR • --- - ------ �- n., . r� SCALE DAV I D B . MASON ' DATE: a a DBC ENV I RC}NMEN 'AL D£S I GNS z EAST SANDWICH . MA WA5 DATE HEALTH AGENT z ( 508) 833-2177