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HomeMy WebLinkAbout0036 MOORING DRIVE - Health 3 6 Mooring_Drive cotuit A='024 I01 �l i i V No. Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpPliC0tion for Mioponl *p!5tem C0115trUCtion permit Application for a Permit to Construct( ) Repair(14 Upgrade( ) Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. Z U V OO P,r's ���� Owner's Name,Address,and Tel.No. Cv+v—, w w d ace �< 7h-c(\A sQ 2 t-z.z o Assessor's Map/Parcel a(� V 3(y ((WOO r,r'si ll4' U a 3 - Installer's Name,Address,and Tel.No. f+�� - vV� Designer's Name,Address and Tel.No. 9 7 3- U 7 7-7 � L'o�<.wL �'.n�1pl�SG 5G CtnStY�RAfalR 'd � sy C✓t2�1rrA 1�w / CO�v A (Vuk Type of Building: Dwelling No.of Bedrooms 3 Lot Size O t& 9 a sq. ft. Garbage Grinder ( ) Other Type of Building (a.5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 U gpd Design flow provided L o, 3 gpd Plan Date Y — 7 D Number of sheets J Revision Date Title Size of Septic Tank /O f)() 9 ej 1?,.s 6114 Type of S.A.S. 1_Z A Ce 3(o i l0 3 t v C) f;u fR r 5 Description of Soil d- 2 " 6,f/gA ��- ( � A 6 �'- Z" 13 �?X /v1 e!�/tirvr 5/►-rN� Nature of Repairs or Alterations(Answer when applicable) on Date last inspected: (10 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 H tgned Date —Z O I Application Approve by Date Application Disapproved by: Date for the following reasons Permit No. � ® Date Issued ,I ? Fee 7 n c Eritered in THE COMMONWEALTH OF MASSACHUSETTS ,. PUBLIC HEALTH DIVIfrS ON - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Tipprication sfor ltgpotal *pgtem Construction Vermtt Application for a Permit to Construct( ) Repair(Yj Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 3 M u0 `.g tJ ` Owner's Name,Address,and Tel.No. o aU 3 -Til i r.t S4 (2 Z z o Assessor's Map/Parcel ay f ;f,/af vo n �� 3- 077-7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C aI�<wtC�P f' e.li.t.<, 5C 3C Cv.�lv�asY\tRF15'N Cran�yerri t}eve, 1/3-0`7 1 c l n,ua�F l� rd C.o � Mlt U'�to j^ S f�5 t W j J ^ 01 3ff Type of Building: Dwelling No.of Bedrooms 3 Lot Size a U/(, 9 a sq.ft. Garbage'Grinder ( ) Other Type of Building R e 5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 (� gpd Design flow provided 3 L/to. 3 gpd Plan Date y " /U Number of sheets / Revision Date Title Size of Septic Tank /o c)o p Type of S.A.S. 1 Z 1A C C (7 F r r r 5 Description of Soil 0- 2 � /e f flt m?- (� A U - .2 cF � R a�'A• — /7/„ ` . Nature of Repairs or Alterations(Answer when applicable) T� l • 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 H i Q igned Date '� U ' 40 1 Q Application Approve by Date 8 a f 0 Application Disapproved by: Date for the following reasons Permit No. /0 © Date Issued 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (fertificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( � Upgraded ( ) Abandoned( )by ell ctnz U/14 fp /-t p{ /Ie J at o 94„r t L'.o LoD 1- has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No.K J��d`—D l V dated t110 Installer •of ne c..t ati FA�nr t 10 Designer T�� t, d ZA q #bedrooms ,3 Approved des.S flow^ C/[„ , gpd The issuance of this 41t shall not be construed as a guarantee that the system wi l,fu c as desig d. Date L 10 Inspector �r✓, ` No. r�' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mftpo5a[ *pgtem Construction Vermtt Permission is hereby granted to Construct ( ) Repair ( ✓) Upgrade ( ) Abandon ( ) System located at t.a V\A o UY�\A C49 U, 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 m st be completed within three years of the date of this t. Date __ �� Q Approved b�y TRANS:NO.: CITY/TOWN: Cotuit v APPLICANT: ADDRESS: 36 Mooring Drive, Cotuit, MA DESIGN FLOW: 330 gpd REVIEWED BY: DATE:, 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 plot plans, V=20' or fewer for components) [310 CMR 15.220(4)] A X Easements shown [310 CMR'15.220(4)(b)] X System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]=i not, a variance is re uired [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 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 andprovided) 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)0)] X Observed and Adjusted groundwater(method for adjustment given or indicated).[310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Address 36 Mooring Drive Cotuit,MA r Sheet 1 of 7 Ik w N/A OK NO Location of every water„supply;public and private; [310 CMR 15.220(4)(k)] y 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 a located within,50 ft. [310 CMR'15.220(4)(1)] X . Water lines and other subsurface utilities located'[310 CMR = ,` 15.220(4)(m)] (ifwater.line cross see 310 CMR 15.211(0111)`• X 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 15220(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)]: Test Holes adequate (two in each of the primary and reserve ° M 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 15.403(3)] - X t 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 ¢ Approval or LUA re' nested) [310 CMR 15.405(1(b)] N X Arl ar Address 36 Mooring Drive Cotuit,MA{ ' _ ; }° tix - ' f. Sheet 2 of 7 b: N/A OK NO Size OK? [310 CMR 15.223(1)] X Inlet tee located ten inches below flow line [310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5" per foot 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)(0] 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)] F; X Access to within 6 " of grade one port for systems<1000gpd, 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 15.211(1)] 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 `1vIultiCom�par�tmenE Tan3lis� .° „� ��� � �'� `; I 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 36 Mooring Drive Cotuit,MA Sheet 3 of 7 N/A OK NO B3UILINGsEWEII12XW�oT�HERPIP G 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 15.211(1)[1]) X Cleanouts required/provided? [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 Siphon problem/(leachfield below pump chamber) X Endcaps or vent manifold specified? 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 NOW 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)(f)] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sump 6" [310 CMR15.232(3)(e)] r - X Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X PUMP CABERS F 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 36 Mooring Drive Cotuit,-MA _ - Sheet 4 of 7 N/A OK NO .- ST'EMS�(SAS)�.GPNERAL Calculations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(l)] X Required separation to groundwater?,[3 10 CMR 15.212)] X Aggregate specified 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(l)[4] and Guidance Document] X GALLE�RI�ES PITS C�HAlvIB�It� .3' 0 CMR1�525 �� ,,,� ..mow-,�wr .�arY .v. .,'lm•,,,'- .�.,,., .uo�...,�`=..✓__ �- ... :. ..s�� �'. , 1��-:: ,.,,iz, 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)] X 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 T +NCHFS310 CMR 1�5251 `" t j 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 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 Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] X Bottom area used in.calculations only [310 CMR 15.252(2)(i)] X Address 36 Mooring Drive Cotuit,MA Sheet 5 of 7 N/A OK NO MI WI-W-1 L N 11 01 � v 4f Pressure Dosed System ? Provided pump and piping, calculations as require [310 CMR 15.220(4)(r)] X Pressure dosing required on all systems>2000gpd or.alternativer 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)] X 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:L?-[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. rt, recommended) [310 CMR 15.255 (2)(e)] X 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 fffiw- Arlternataveephc Sylern[llA' lp rovml Letters y ' r C f ill 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 Has applicant submitted a copy of a maintenance X Are the variances.listed on the plan.? [310 CMR 15.220 (4)( )] 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 15.4141 X Address 36 Mooring Drive Cotuit,MA Sheet 6 of 7 N/A OK NO Is the system in•a Designated Nitrogen Sensitive Area(Zone I1 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 sa-me 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 Pumping to septic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X Address 36 Mooring Drive Cotuit,MA Sheet 7 of 7 o C TOWN OF BARNSTABLE - o LOCATION (B /Yj OOI'/YL P SEWAGE# A 0 1 a Oct. VILLAGE ASSESSOR'S MAP&PARCEL l I' INSTALLER'S NAME&PHONE NO. Q110 14,an �t SEPTIC TANK CAPACITY IW O /f /e) F 1 S LEACHING FACILITY:(type) f(?T,�L� 3(Q 1, (size) (o? 3 k 3 0 NO.OF BEDROOMS OWNER Q i PERMIT DATE: ^L0 to COMPLIANCE DATE: Li 201 v Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility V., // 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 Ll'l �!; -L W © ' r Town of Barnstable Regulatory Services Thomas F. Geiter, Director II: pARN�AALE, rr Public Health Division °j `I'homas McKean, Director 200 Main Street, Hyannis,MA 02601 Fax: 50;�. Date: ` � � Sewage Perinit# 2010 090 Asscssctr's Map/Parcel Installer & Designer Certification Form C Ic I'r� Installer: C ei Address: 1.. _ . --... ...._.._....., .._......... Address: _0.....'-�-'X'-...? ........ .._..to .._..._.__...__.._... LuGIt('�j Arr) hI A1t �► z 3 z - .___... -..._..-................_.._.._._... .............................,. . �..... Oil 12 261e7 �4�e�!o .., !� ��,� ...._ was tss�te d a permit to Install a _..._..�date�......_,..,.. t unstaIIer) > �( ;crtic sytertl at___..-_....._...... ..._.....__.._.....,:?.�_._...._....__U...._------._...__.._.....__..... based on a design drawn by (address) 7 TC, �n�t,�at.cirle �_,.. 'rtG_......._. . dated !� t11 , 2i~iO (designer) _V/_ I certify that the septic system referenced above was installed substamially according; to the design, which may include minor approved chanties such as lateral relocation of Ific distribution box and/or septic tank. Stripout (if required) was inspected and the yc;ils \Here found satisl'actory. 1 certify that the. septic system rel'orenced above was installed with major changes greater than 10' lateral relocation of the SAS or any vertical reiocati(.m of any compmic ni of the septic system) but in accordance with State & Local Regulatioris. flan revision or certified a,.-built by designer to follow. Stripout (if req ' nspected and tht soils ,Nur� 'v ere found sati,sl;:tctory. ��1 RTC., LJ (I titr'flllr Mature) NQ A K" J NAL r.+n )i✓signcr°s Signaler (nMi� es) .i s nip {(ere) PLEASE RETURN 'I 0 BAI NSTAI3I.E PUBLIC HEALTH DIVISION, CERTII+'ICA'1„TE OF COMPLIANCE WILL NOT IVE' ISSUEll UNTIE, BOTH. TIC' FORM AND A& BUILT CARD ARE UPCEIVED BY THE BARNSTABLE PUBLIC' HEALTH DIVISION THANK YOU �. �.j �,I:��ll':t,�i1•�.�:�:(;�1,:It Jl ll�.�.ti:e,• :,,I',15 t�,)l TM .-1 i QCm CJ 7 QGiC rI IJ T?.177 IJ T"IJ 7-1f IIN G.7_ Gn Gi TGi 7—MT—:4-4H oF� Town of Barnstable P# 1 ?79 Departilnent of Regulatory Services z Public Health Division Date �364 >u�s. s,t 200 Main Street,Hyannis MA 02601 RFD MA't� Date Scheduled �q O Tiine I V Fee Pd. U U Soil Suitability Assessment for Sewagq,Disposal Performed By: Kchae( Ptm .nW. �Z r G$E Witnessed By: Vu)In,+ 1� LOCATION& GENERAL INFORMATION Location Address 7)6 f(1tlo�C�nc� Tk � .fi Owner's Name �Q�✓Yl�� ,2 D -- �� Address. - 3 co Saa rl Assessor's Map/Parcel: 0 2.4}-t �f O� Engineer's Name �✓�p�.�i C�2 G�'1`f-�'�-2f i NEW CONSTRUCTION REPAIR Telephone# .S 69 LUC 401-1? Land User� e. �cari{Y dwei(�'w� Slopes(90) `L- Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 2' 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Set atl ► ste_ elm Parent material(geologic) OU)WQS(N Depth to Bedrock Depth to Groundwater. Standing Water.in Hole: 7 I Z(0�105 S Weeping from Pit_Fsee 7 t 2.0 Estimated Seasonal High Groundwater: i 2/oL bgs DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Der'eck obserdo hovl Depth Observed standing in obs.hole: in, Depth to soil mottles: 712.6 Depth to weeping from side of obs.hole: '7 11(0 _ in. Groundwater Adjustment fr. Index Well# Reading Date: Index Well level Adl.factor Adj.Groundwater Level PERCOLATION TEST bate 33-29-M Thne Ib AN Observation _ Hole# I Time at 9" i � e _ Depth of Perc Time at 6" Start Pre-soak Time @ /0:0 3 A)l _ Time(9'-6") — r End Pre-soak j o:o 7 Pf Rate MinJInch L Z. 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# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%Gravel) 0- 2- 1- New, 2- A Z S 10 i<3/1, �, 28 i33 L s 1r� yr 5/6 2� rlZb G DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Z G r ev 2- Z-5 6-2i3 L S O�r �6 _ 28 2.5Y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi toe o Gravel 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 . � I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes ._ Within 500 year boundary No✓ Yes Within too year flood boundary No'-Z Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the for the soil absorption system? area proposed rP If not,what is the depth of naturally occurring pervious material? -- - Certification I certify that on 10-27-97 (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 trainin , x ertis and p rience described in 310 CMR 15.017.- Date Signature Q:�SEPTICIPERCFORM.DOC No........................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . c4L, .. ...................OF......SaA,11.0. Appliration for Disposal Works Toustrurtion Permit Application is hereby made for a Permit to Construct (>() or Repair an Individual Sewage Disposal Sy t !at. .......... . .......... . ..... ........ ........... A ..................................................................... ocal ion-A or Lot No. ess . ........ ... ....................... T .....X 21.4 . . ...... .......................... I --------- ----- _r Owner ;,f ...... .......... _46/_ � , " .............. ........ ... 41P.. . ..... . .................................................................................................. Installer Address Type of Building Size Loti�2/_6"9A.....Sq. feet 'n ........ --- Dwelling—No. of Bedroom .......................Expansion �ttic Garbage Grinder 0 —Type of Cafeteria Other Building ........... ... No. of persons..........(0............. Showers a Other fixtures ------------------------------------------------------------------------------------------------------------------------------------------------------ Design Flow................._5__5...............gallons per person pef day. Total daily flow-Ja ..........................gallons. 9 Septic Tank—Liquid capacity./A*- ..gallons Length-j... Width__ . ..._ Diameter................ Depth_....__......... Disposal Trench—No.................... Width....7........_... Total Length._......`.......... Total leaching area.... q. ft. Seepage Pit No_____________ ____ Diameter......f........ Depth below inlet.-,2, 3......... Total leaching area..................sq. f t. ./7 Z Other Distribution box Dosing41�!? .... ............................... Date..... ........ Percolation Test Results Performe( 4 Test Pit No. I................minutes per inch Depth of Test Pit.....................Depth to ground water_.__. �Z4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground .. .................... ......... ........................................................................................................................................... .... ...... ..... 0 Description of SoiL.,6—./.,P t W -----------*,-*----------------------------------------*----------------------------------------****-------------- U ................................&1�p.... .... ..... ................. .......................................................................................... .........................Ja__-72�0.y............... .......... .................................................................................................................... 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'LIT:,— 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beenssu.ed by the.b:.,, of�Iieah.. 107 Signed---- ....... V� .. .. ...... . ............. ...//_ ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:--- ........................................................................................................... ......................................................................................................................................................................................................... Date PermitNo---------------------------------------------------------- .......................... Date t NO......................... 1E°�$. �.1 ors THE COMMONWEALTH OF MASSACHUSETTS �,. BOARD O_ F HEALTH ......................................`�'r` - / -� Appliration for.Disposal Works Tonotrnrtion Fermi# Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: / / .......!::"�..{ri�. . ffi!. ..c_t /,.-.r r C ......C. ........................................ .. ------------------- // Location Address or Lot No. --- 1. ! rt.{J t� 1.:. ...............................................r f s .......................e2 ..... ..............--•.... ............................... .... --•x-- ....... 1 „ Owner � x r� � � `I�.tr'Liddiess'"t�'``' L>a //........................! _...........................................................C.1- t ----..................----.................-•----........---------............................... Installer Address UType of Building Size Lot.-- .------------------Sq. feet Dwelling—No. of Bedrooms.........................................Expansion Attic ( ) Garbage Grinder ( ) '4 Other—Type T e of Buildin X`11' /{S,--' p•, yp g �....::...:........:...... No. of persons.........Z:_.............. Showers ( ) — Cafeteria adOther fixtures -----------------•-•--=..--------•-----------...........-----------------...-----._.:_..._............-----------•------.......-•----.........-•---- W Design Flow................,.'-...._.....____-..gallons per person per day. Total daily flow.:.,�_,��.-------.._.................gallons. WSeptic Tank—Liquid*capacity_�,i rV,..gallons Length.,%!..t Width..e l.'(- __r. Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area......._.-....._:sq. ft. Diameter.__...0 .r..___._ De th below inlet.; '.<..�...._. Total leaching area Seepage Pit No............... p g ----sq. ft. Z Other Distribution box (/ ) Dosing tank ( ) '-' Percolation Test Results Performed b ...._ �!`�. r,- f 7 r't L"� " Date_.. Y ---_•- ._ --f......... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.._..:_............... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_.­44_._-_ .6'1-c. D Description of Soil............ ....... ........................................................ 7�. ,- r� /��err( _._...... ..-----•-•----------•......................•--•----...............•-•---............................................-----------------------•-•------------•---------------.............................. 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 Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been,issued by the board of health. S>gned_: ......... :..........:.. =- ........�.......--.---- Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:.............................................................................................................. •------------------------•--•--------.....•------------•-••---------------•---•-------.......------------------•-----------------...•----••••-----•------------••-•-••------------------------••-------- Date - PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH,01, MASSACHUSETTS BOARD/ 0F;.HE/ALTfHYG .........................,.. ......... ......... ......... Tntifirate of ToutpliFanre THIS IS TO CERTIFYI That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) //, //[ !! by.........- --------------- ---•--•------ f Installer " at................ .. .. %�--, f�i�-; .. / ��< C._..''��c 1�' ------- ......- has been installed in accordance with the provisions ofj! � of The State Sanitary Code as describe in the Y application for Disposal Works Construction Permit N -_ _,, (�... .............. dated .y -- f c------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................... Inspector_...----.......------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD _OF HEALTH ...............'OF..... G c-o 'fir Q � ..:.......................................... FEE., ................. Disposal Works Toy�notr ion muff ; Permission is hereby granted...... .• = :..............._.i'.......... !` ...... �•f.; .:.. '_:.._... to Construct (,,{,) or Repair ( ) an Individual Sew age lDisposal System / JY at No....... '-...........t`i` 1 ) > / _.', � ` / / lit i ��. f .................{iC�street as shown on the application for Disposal Works-ConstructionPerm>t' ...__� _____.__.___ Dated.._. .�i `. s....... r� �= %''�A r Flea .................................. * Board of Hw/eal DATE------r--' � .-...-•- .................................. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS g, C�VZ CATION SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NAME i ADDRESS a t I L D E R OR OWNER , DATE PERMIT ISSUED oed DATE C0MIPLIANCE ISSUED 7 PD k F.IFL. ELEV. FINISH GRADE t '� r ' FINISH GRADE FINISH GRADE---- - TOP OF f0Uln, OVER TANK = `7ZY2-5 OVER PIT = © ELEV. _ GW MNEY BLOCK 4'� C.I. ----- ------- BACKF++ 3 PEAS TONE WNERE NEEDED - DWELLING - 4 V.C. -= 4"V.CJ\ -- '_ ------- ----11 x; - 1_- O Q O o n ' ' J0 I O Q N O oCELLAR FLOOR r 3,/44 TO I ` p t/2' o 0 COOELfV. .1'} REINFORCED GONG. 5T4 ME . l. O Q O 0r t DIST. BOX ' t �- ' TO 9E LEVEL { a o n Q o ' BCTTCM F ftz/ SEPTIC TANK AND STABLE )� v ° J �o ry O O 0 !v�' k E f = SYSTEM PROFILE - -� --` NOT TO SCA,_E r LEACHING PIT DESIGN CRITERIA NlMER OF BEDROOMS = � _ _-----_.-_-.___.— ,t -- 0 vr rIALLONS PER DAY = .GCS ICoO.OU v� ; 5AR8,464 GRINDER m 4Z4 446E 1 TOTAL DAILY FLOW 4. 12'"? LEACHING AREA PROVIDED ;�.� E.:-'y�.�- fiq•{" ,� A\�o $L�'Z-W = 4 SS G too?(� SOILS LOG 00 ELEV. in k!f - \ \� PROPOSED SEWAGE 1*40 DISPOSAL SYSTEM INSPECTED fiY• . PR_OPOSE_D DWELLING t .�''�sLi�r ,•�� ..>.Q•,� _.. __. ._ -�-$— _�: ___-.:._�_�z DATE _ __._...fit :! -� i� �'`° 'ia1 �tiJ!t�r~�1. h�LEY� MASS. PERGOLATION RATE 'Z tNN�1NGIN SCALE AS NOTED� OA E �.�'d am'✓ r1,. ;', T.�t� ?': ri; �G/VJV/S S'T/A� �r7X !; . kehl� 1a 7- S'.�dpt��v �.� 1 1 .�.v' 7r✓L ' 1�7 S'/s�:,�.-�, ? •�' VXt Ile ' r j'✓C*' ,w o GROSSMAN NORMAN GROSSMAN PE , R L S 127 226 HOLLY POINT ROAD CENTERVILLE, MASS . oil 4 ' a • h V ._ I i( ,5Oct ! / G 30 qv I A I Ilk }v z / -7. % e fy} f.6a tJj� y f �yt F4 CA,4 kv �,J,..0 q. ...........�,....�w..+t-�.� _ .:a: Y�ys,•n�r^..ae+w+ria+.rcx.e nv,...`,�.w+wr y.� ra:r� lvvu-�}.:yS:,r .� .t - w-c rw�.r,c-w�r.w...a..r s�--o +.ccruu __._ - "' ...«w.,,.�.....5«e� ,�>.��..�bx. �� �I� r.�.r � ` .��.' " s....,�,.....,.:..-.�c•.r..�..r �� � f ..... '� ....,.a-...,....z zo,�.....,.,...x-n.,...,.�,,,.,.-a.���<�..-.ems. n SCALE: !�r r +- DRAWN BY �} 17t I o -0 y�l DATE: {f+ C REVISED G a,: t' ` o o r 1 i Ovfi /L,f:I Muir G tt. 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Y SCALE: Jj S J A Y' ��'�rr DRAWN BY DATE: ! 7 � REVISED A 14 DRAWING NUMBER T.O.F. EL.= 72.0'± PROVIDE EXTENSION RISER FINISH GRADE OVER D-BOX= 68.8'i GENERAL NOTES WITH COVER OVER INLET& 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS = 68.3' - 69.0' OUTLET TO WITHIN 6"OF F.G. INSPECTION PORT WITH ACCESS BOX TO SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE ,-1• RISER TO WITHIN 6"OF FINISHED GRADE REMOVABLE WATER-TIGHT COVER OVER METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 70.2 FINISHED GRADE OVER TANK EL.= 7Q•Q± WITHIN 3"OF F.G. (ONE PER TRENCH) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE f ? DESIGN ENGINEER. EXISTING 4" PROPOSED 4" 9� �• 9MIN.MIN. PVC SEWER PIPE OUTLET PIP[ I " " 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 5 DIA. OUTLET(S) 36 MAX. TOP OF SAS/B.O. = 66•00 SYSTEM UNLESS OTHERWISE NOTED. PVC 6* 3" 3"DROP MAX 3„ 9„ PROVIDE WATERTIGHT STONELESS SYSTEM 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN MIN.SLOPE @t% JOINTS (TYP.) T ELEVATION = 66.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 101, E 4" PVC IN FROM 1 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 1 14" µ` SEPTIC TANK O 4" PVC OUT TO 1.33' T THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY (TYP ) T 16 TYP 0.90' IE 10.75"TYP I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM., CONTRACTOR SHALL CONTRACTOR SHALL , 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. VERIFY SIZE AND 48" VERIFY CONDITION OF OUTLET TEE 67.00 MIN. 66.83 65.57' 64.67 (LAID FLAT) 2.875'(34.5") 5.75'� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK f CONDITION OF EXIST. EXISTING TEES 6" CRUSHED STONE (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS SEPTIC TANK AND REPLACE AS 5.0' NECESSARY GAS BAFFLE OVER MECHANICALLY (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 5'MIN. 11.50' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 30.0'(TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 72.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN A 12" DIA. TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 58.00' 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 *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 12 ARC 36HC (#3616 B D) BIODIFFUSERS TO THE DESIGN ENGINEER. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT, NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 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 ' PERC NO. 12879 APPROPRIATE AUTHORITY. INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H 10 LOADING UNLESS 000, EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE « ° . THEY SHALL WITHSTAND H-20 LOADING. C.S.E. APPROVAL DATE: Oct. 27, 1999 "� _ • �, 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • + . • ' ��'' 1� DATE: March 29,2010 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE f �' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. f -', u *• ``�\� / N . ELEV TOP= 68.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, i1. <`" r • �^{I` f ,•� ELEV WATER= <58.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). «F • / PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN m SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. I .; DEPTH OF PERC= 28"-46" 16. PROPOSED PROJECT IS LOCATED WITHIN: TEXTURAL CLASS: 1 ASSESSORS MAP 24 PARCEL 101 MAP 24 LOCUS - PARCEL 99 4• �'r f wp ` OWNER OF RECORD: THERESA A RIZZO + ZONE 2 , - ADDRESS: 36 MOORING DRIVE 011 • ` Litter COTUIT, MA EXIST. LEACHING PIT TO BE PUMPED& FILLED WITH CLEAN , " 2" 68.33' MAP 24 COARSE SAND &ABANDONED (LOCATION TO BE VERIFIED) A Loamy Sand ng 10Yr 3/1 PARCEL 101 68.00' FEMA FLOOD ZONE C ion 6' 20,692 S.F.± Benchmark B Loamy Sand COMMUNITY PANEL# 250001 0021 D Nail Set in 12"Oak . • ' •" o $ Elev. = 72.00' _{ , , I . , �! 10Yr 5/6 17. DEED REFERENCE: DEED BOOK 3214, PAGE 280 `L p r .� 28" s - 66.17' Approx. M.S.L. � _ 18. PLAN REFERENCE: "SUBDIVISION PLAN OF LAND IN BARNSTABLF (COTUIT)"DATED rn l' •, X - __ ! Per( ._ FEBRUARY 4, 1970, PREPARED BY S.R. SWEETSER ENGINEER(TUBE 167) 0 _EXIS 1. DISTRIBUTION BOX TO BE ABANDONED (LOCATION TO BE VERIFIED) ! ' Y 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ;. i( �• t t� % -EXISTING 1,000 GALLON SEPTIC TANK`!G'O BE, 0 0 # J'` Medium Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY PROPOSED INSPECTION PORT WITH ~4 ` C 2.5Y 6/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY UTILIZED AS PART OF THIS DESIGN II ACCESS BOX TO GRADE (TYP OF 2) I TRfEELINE(TYP) / - ) °`d. < `- + I Om._.-. (loose) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. xz r ti1 LOCUS PLAN 68. LP 6, o MAP 24 \ \sB { 0 28" �� F PARCEL 102 SCALE: 1" = 1000' 126" 58.00' No Mottling, Standing or Weeping Observed PROP. TOTAL 12 ARC 36HC BIODIFFUSERS 7 - 9 9 p 9 - (6 BIODIFFUSERS EACH TRENCH)-- TEST PIT DATA tie � o DESIGN DATA LEGEND 68.5 /10 / PERC NO. 12879 � \ INSPECTOR: David W.Stanton, R.S. NUMBER OF BEDROOMS (DESIGN) 3 50x0 EXISTING SPOT GRADE EVALUATOR: Michael Pimentel, E.I.T. 1s��6. ,�i� �? #36 \\ DESIGN FLOW 110 GAUDAY/BEDROOM Oct. 27, 1999 - - 50 EXISTING CONTOUR o C.S.E. APPROVAL DATE: \ EXISTING TOTAL DESIGN FLOW 330 GAUDAY / 3-BEDROOM F - DATE: March 29,2010 50 PROPOSED CONTOUR / O l /�� DESIGN FLOW X 200 % 660 GAL/DAY PROPOSED DISTRIBUTION BOX , ��� DWELLING / / TEST PIT#: 2 TOF - 72.0± O��L -70 ��� E/T/C - EXISTING UNDER-GROUND UTILITIES �� �, - r\ / O�Qp� USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP- 68.50' ELEV WATER= < 58.00 W W EXISTING WATER LINE 01 � PERC RATE = GAS - EXISTING GAS LINE N 5� �1 INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS DEPTH OF PERC- 6 ` - --� \ \\� 1 / - TEST PIT LOCATION W ' p % / SWING-TIES SCALE: 1"=20' TEXTURAL CLASS: 1 \ SYSTEM CAPACITY MAP 24 � \ � � - -_ v ''� HC-1 HC-2 (� �;� EXISTING 1,000 GALLON SEPTIC TANK DESCRIPTION 1_ _ / Jv (TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD PARCEL 100 \ �x BIODIFFUSER CORNER(1) 24.8' 40.7' (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING/DAY 0" 68.50' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE W -69- � / / Q �0 Litter � G QoP_ BIODIFFUSER CORNER(2) 33.1 51.6 A 2 Loamy Sand 68.33 0 PROPOSED DISTRIBUTION BOX ' 0 �" BIODIFFUSER CORNER(3) 56.3' 52.2' TOTALS: 1OYr 3/1 1P 1�O 6�� 68.00' Q PROPOSED ARC 36HC (#3616BD) BIODIFFUSER t`O�) `�� BIODIFFUSER CORNER(4) 51.9' 41.4' Loamy Sand TOTAL NUMBER OF BIODIFFUSERS: 12 B TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 3) TOTAL LEACHING AREA: 468.0 SQ.FT. 28" 66.17' _- 4) REV. DATE BY APP'D. DESCRIPTION \ 68----- TOTAL LEACHING CAPACITY: 346.3 GAL./DAY ------ \ W PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: o�G� NOTE: C Medium 2.5Y6/6nd CAPEWIDE ENTERPRISES EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE (loose) DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER HC-2 MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO LOCATED AT NOTES: //� ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST 36 MOORING DRIVE 2) \ MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE 1) \\ COTUIT, MA TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. g� #36 \ 126" 58.00' SCALE: 1 INCH = 20 FT. DATE: APRIL 7, 2010 EXISTING 0 10 20 40 80 FEET 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE 3-BEDROOM No Mottling, Standing or Weeping Observed M LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE DWELLING f���JOH L' - - -- - 9 9 P 9 .H�� 9 PREPARED BY: CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. HC-1 TOF - 72.0± RESERVED FOR BOARD OF HEALTH USE CHU "'ALL JC ENGINEERING, INC. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS 41L 41 2854 CRANBERRY HIGHWAY ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED SITE PLAN 508.273.0377 _ ZONE 2 AND THE ESTUARINE WATERSHED. SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1790