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HomeMy WebLinkAbout0080 ELLIOTT ROAD - Health 80 ELLIOTT LOAD Centerville A = 248 - 251 S M E A D KEEPING YOU ORGANIZED No. 12534 2-153LOR FORESMABLE TRYY MIN.RECYCLED INITIATIVE CONTENT10% Certified Mot Sourcing POST-CONSUMER www.sriprogramorg sFwi2vo MADE IN USA GET ORGANIZED AT SMEAD.COM 1 TOWN OF BARNSTABLE LOCATION $O E11',ot1 RJL SEWAGE# 'LO ZO • 94 11 VILLAGE (2cu cnAr � � M 1 I ASSESSOR'S AP&PARCEL 2y$- ZS 1 INSTALLER'S NAME&PHONE NO. Q�- EXCaVa�� ors �1'1`l• G53 SEPTIC TANK CAPACITY �OOQ ]ti LEACHING FACILITY:(type) SOOQa-) L-1c- (size) 13 X Z 5 X Z NO.OF BEDROOMS 3 OWNER -Dc) J PERMIT DATE: I2-Z9 - 20 COMPLIANCE DATE: 2 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 6 Pal" �►-3z a2' 19"t "" Li A3'sQ $ AL)- Gy 3 a � No. Fee C� THE COMMONWEALTH OF"MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OFBARNSTABLE, MASSACHUSETTS s 2pplication for -Misposal 6pstem Construction Permit s �� Application for a Permit to Construct( Repair(' ) Upgrade( ) Abandon( ) ❑Complete System Vdividual Components Location Address or Lot No. b A v Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel , CCr,+ �K � -3 Installer's Name,Address and Tel.No. 1R J Designer's Name,Address,and Tel.No. T''�Lc� cnlrrw - c�3 v`� `k��r�v Or. G®v c �vw� zv R a _ ci C�6 S Cfn w�. th c. . Type of Building: Dwelling No.of Bedrooms Lot Size Cj b sq.ft. Garbage Grinder Yj Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) god Design flow provided �,Z 6 gpd 1 Plan Date a d tff sheets Revision Date Title J Size of Septic Tank e X Q 1� ( 1O WJ0 96 1 Type of S.A.S. a Sjm) Ci cx. V4 Sep C Description of Soil Q.. D Nature of Repairs or Alterations(Answer when ap licable) ( � Date last inspected: Agreement: The undersigned agrees to ensure th construction and mainten ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t e Environmental Code and no o place the system in operation until a Certificate of Compliance has been issued by this Board o Health. i Sign Date / O Q Application Approved by Date �� Application Disapproved by Date for the following reasons Permit No. Date Issued c� THE COMMONWEALTH OF MASSACHUSET BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repair d( � Upgraded( ) Abandoned( )by at ���j 1� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No,'+vb-_-%93dated Installer Mc-o4 C ly\ Designer C #bedrooms 2 Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector G 9 Fee No. e.. `�(/e,! t Entered in computer F- f 0 0 THE COMMONWEAL``TAI OMASSACHUSETTS Yes"r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pphration for Disposal 6 stern Construction Permit S Application for a Permit to Construct( Repair('') Upgrade( ) Abandon( ) ❑Complete System e, ndividual Components Location Address or Lot No. O 4\ 0�+ rj Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0 L C t^kCA Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. IN 3 wo Rd G ov v, Cn.1\(Jwr 15-s- Est© lt"rifl!' 4' Type of Building: v Dwelling No.of Bedrooms ! Lot Size ` ��O sq.ft. Garbage Grinder Other Type of Building ` �. No.of Persons Showers( ) Cafeteria( ) Other Fixtures 'f Design Flow(min.required) (' gpd Design flow provided _2_Z�, gpd Plan Date c= (�+ 0 Numbdof sheets Revision Date 4' Title F-i a Size of Septic Tank Q ( � j p � C�Type of S.A.S. C' G, to(":j (' 7C Description of Soil Z�� 5 t:n E� J4, ek& Nature of Repairs or Alterations(Answer when applicable) e k r X s P Sc f SA'-,M _ la Date`last inspected: Agreement: The undersigned agrees to ensure the9construction and mainten ce of the afore described on-site Y sewage disposal system in P accordance with the provisions of Title 5 of tl}e Environmental Code and n\toplace the system in operation until a Certificate of Compliance hasbeen issued by this Board of Health. _ Sign d Date *? r Application Approved by Date Applica i6n Disapproved by f Date w for the following reasons f Permit No. .. Z)ot"�"c�`a-I Date Issued '""j A A)� a a -- _ _ ---- _--- ____________________________ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repair�d( V0 Upgraded( ) Abandoned( )by at �►�� y , gr; �,`, ��Q has been constructed in accordance / Y with the provisions of Title 5 and the for Disposal System Construction Permit No... �,3dated Installer�Qk;wn ��, x Designer #Bedrooms Approved'design flow �� gpd The issuance of this permit shall not be construed as a guarantee that the;system will function as designed. Date Inspector No. Fee z THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit i Permission is hereby granted to Construct( ) Repair(V Upgrade( ) Abandon( ) System located at { 1' 1, A O ) �,t„ 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. aby Provided:Construction must be comp eted within three years of the date of th'Date Approve � r r '. �ptNElq� Town of Barnstable PT# 2-6 - % i Department of Inspectional Services +-BARNSrABLE', + MASS. Public Health Division 9� 1639. prED M1►t 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Date Scheduled M e' , Time 1 r Soil Suitability Assessment for Sewage Disposal Performed By: Do V'I TO . �O vo ilJ o ry►r Witnessed By: 'u c h o/4 �le 5 met 1-1 i; LOCATION & GENERAL INFORMATION Location Address: GO I G°f •{� d Owner's Name: 011,,r T 4" Kit 5 L l�a 6✓ Ce—vi*erv,I I lie MA 62,63 _,63?_ Owner's Address: ov e Assessor's Map/Parcel: 2,41 1 ,2-J1 Certified Soil Evaluators Name: NVA D. �8 yGGj(%f�I P r Certified Soil Evaluators Email:.VT I i C G U �fogf[e(J 1 New Construction or Repair: CZ ai I r Certified Soil Evaluators Telephone# 5 364- 1 Land Use P,6,4.e I u l Slopes(%) y Surface Stones Distances from: Open Water Body t 0 0 ft Possible Wet Area ,t(��$� " It Drinking Water Well 100{ ft Drainage Way ft Property Line li 1 ft Other ft Parent material(geologic) kvi /�f V 'IMyj '�.) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face KO O n t Estimated Seasonal High Groundwater ware ff� DETERMINATIONFOR SEASONAL HIGH WATER TABLE Method Used; Ibll� `IHI�' Depth'Observed standing in obs.hole: in. Depth to soil mottles: 04C� i 1,3O in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST: Uate 6tZt 20 Time if? Nj Observation (1 Hole# I Time at 9" Depth of Perc 56 f'h Time at 6" �6 Start Pre-soak Time @ 0,00 Time(9"-6") End Pre-soak tIf 1 J Rate Min./Inch F41 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 1 Deep;;Observation Hole Log Hole# Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent '%Gravel 7 -3 2) (-Poly �,4 t 0 34 -t 3 z, G. 44, ,u�rl �j�i y 1(� `��� 613 '' to©S'e Deep Observation Hole Log Hole# 2 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel — {. Deep Observation Hole Log Hole#; Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel Deep Observation Hole Log Hole# Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistent %Gravel Flood Insurance Rate Map: / Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No7 Yes 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? �e If not,what is the depth of naturally occurring pervious material? Certification rr'� I certify that on N 0 J '"6 q5 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Z ""tDate Tdh Z Signature E/40/� e- 2 p20 l SKETCH: (Or you can attach a separate sheet) (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) \\ 'T P n-2 r Q - 1�- o a o _ I r TRANS. NO.: CITY/TOWN: 9'1rKSN4&(p 4 �fenf Ef v,' Ili APPLICANT: ADDRESS: %0 Elko- � DESIGN FLOW: 330 gpd REVIEWED BY: DATE: 10I20 N/A OK NO 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, 1"=20' or fewer for / components) [310 CMR 15.220(4)] (s/ 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)] 1/ 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)(f)] daily flow septic tank capacity (required andprovided) soil absorptions stem (required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] 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)] i Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] 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 J 15.220(4)(n)] Address J E l t ' o`r- Sheet 1 of 7 a 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]) 1 Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] 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)] c! 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] 1V System components not> 36" deep (unless Local Upgrade / Approval or LUA requested) [310 CMR 15.405(1(b)] Address (go Sheet 2 of 7 N/A OK NO SEPTITAN� WPM 1,14 K v H... d . _. Size OK? [310 CMR 15.223(1)] 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)] it 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 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)(f)] 1/ 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<1000gpd, / two for systems >1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR / 15.228(2)] V > 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 15.2111 Mu1tiCompartment Tanks .: , . . .,'.. Required when other than single-family dwelling or flow>1000 gpd [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 gas baffle or approved filter [310 CMR 15.224(4)] t Address E 111 o f Sheet 3 of 7 t : N/A OK NO Located at least ten feet from any water line? [310 CMR / 15.222(2)] V Disposal piping at least 18" below water line (when water and / sewer cross, see 310 CMR 15.21 l(1)[1]) �f 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)] V Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/ (leachfield below pump chamber) Endca s or vent manifold specified? 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) ✓ Stable compacted base [310 CMR 15.221(2) and 310 CMR / 15.232(2)(a)] t/ 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)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Ag x '. y r Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] I 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) l� 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)] r/ Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address`.6 E I IA t Re 94 Sheet 4 of 7 f N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] ✓ Required separation to groundwater? [310 CMR 15.212)] Aggregatespecified 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(1)[4] and Guidance Document] V 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)] Aggregate 1' minimum-4' maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] L In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] 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(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] BED`SAS N(Maximu size7oE beck=or":fed"w:O,OOg m. , v,... .. 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)] L/ 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)(1)] W Address � d�� �� � Sheet 5 of 7 1 i N/A OK NO 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] V 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 (>2000gpd) 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)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [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)] Graelless Syste�njIl1Ppov�ul etersl� U, 4 Check DEP Approval letters for credits and design conditions ,/ If used with pressure dosing do not allow pressure discharge to scour soil interface AlteYn°att eSepttcS si'e [I/�4 Approval Leters " Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? it 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 C Are the variances listed on the plan ? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five / feet of property line [310 CMR 15.412(4)] f/ New construction or increased flow proposed- [Refer to 310 CMR 15.414] t Address 0 LA:pfit �o�s� Sheet 6 of 7 N/A OK NO 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)] ltliscellaneous =z " 50 Pumping to septic tank ? [ 310 CMR 15.229] V Shared System [310 CMR 15.290] I ,n I Address U L IC Of{ PDq B{ Sheet 7 of 7 pd ° PROPOSED SOIL ELEVArioN ABSORPTION 4.42 52 SYSTEM °p or rour+oat`O`' � ,t� �r , ; $ .r •�;R �r I -SEE DETAIL a f ON.BACK • EAIFERVLLE.MA 53 c•1 LQCU8 NAP15 In LEGEND .. 193117 LOT 4 I \ / AREA = 19800 s/+- OAK,* PLAN BOOK 142 PAGE 117 IB In SEPTIC COMPONENTS OAK EXISTING ED ASSR MAP 248 Pa251 �' 1000 GAL �'1`r�✓" } 1`�-\, / ® >? SEPTIC TANK LVL. O LEACHPI V WA rFR L/NE EXISTING PI y 53 LEA T/ ' CESSPOOL Is (l�:.W I �P ppggLL !pppp O AK O DISTRIBUTION BOXu e41 I �p O O •�_ MINIMAL - TEST PIT O � /� PROPOSED T ' lk I EXISTING LEACH PIT O f `_ EXISTING 52 TO BE PUMPED AND rt n p OAS LINE ® CONTOUR FILLED OR REMOVED Ll STONE DRIVEWAY ^ i .... / 51 tN Of dtLSs,/ tH Of LtfssA DAVID C'yG�, DAVIDGf COUGHANOV F".. COUGHANOVVR N No.1093 No.461 50- _-� �- -�� -50 �FGISTEQ�� s gMROVE� ' I89.45 qB • rHIS Is A PLAN COLOR — 47 PLAN SCALE. I In = 20 ft 48 ��� SE SYSTEMI p OSNAL USE COLOR PLAN ONLY 40 47 ' FOR UISTALLANOIS Q 20 _ + ,, -TO SERVE EXISTING DWELLING FULL VIEWED IL INBEST 1 2O MARY T. AND FULL COLOR __ JAMES L. DOW PRINT ON II X 17 in ONNERISI OF R CORD PAPER FOR PROPER SCALE •• ' 80 ELLIOTT ROAD 155 Goo H.1qy�der Rd S CENTERVILLE. MA THIS D!ICIED N IS ON If.ENDED POP ANY OTHERLELY OCRANIES INSTALLATION TNe PROPERTYONCTICLUDSNO CIWt110m,MA 02633 PROPERTY AOORE$$ SIT CEMENT OF ADDITIONS.SHEDS.PONCES OR SWIMMING POOLS,OWNEp Dovldcou®Hotmoll.com[DATE'..DUNE S. 2020 _ SIT CONSULT WITH 4 NASSACMUSCTIS RcoarEpeD LAND suprtroR. SOS 364—O8B4 PG 1d2 .,oe� ETE-4459 "" 1000 GALLON SEPTIC TANK p Cry P -. a g yp, , 1}��IR ;p, SOIL ABSORPTION ` SOIL EVALUATOR, DAVID D. COUGHANOWR,�ASE 0461 EXISTING,UNIT - DIMENSIONS.IS DETAIL DESIGN FLOW, 3 BEDROOMS X IIO GPD = 330 GPD SYSTEM WITNESSED BY: DONALD DESMARAIS.HEALTH DEPT. CONSTRUCTION DETAIL NO GROUNDWATER ENCOUNTERED TANK TO BE PUMPED DRY AT TIME OF INSTALLATION SEPTIC TANK, 330 GPD X 2 DAYS = 660 GALLONS USE SHOWY PRECAST SOD GALLON LEACNING.DRYWELL TEST PIT 1 AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL PEAC AT 86 In- 2 MIN/INCH IN C SOILS NEW.PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE. USE EXISTING 1000 GALLON SEPTIC TANK IF IN DRYWELL ELEVATION DevrH sou vsor n IL SOIL COLOR Sop. OTHER SOUND STRUCTURAL CONDITION. IF NOT.INSTALL UNIT 24.0 ft 53.30 D)OEs HIM., U1.1 auNSEw MOTTLES REPLACE WITH A NEW NEW 1500 GALLON SEPTIC TANK. - 0-7 AID SANDY LOAM IO'Y 313 NONE FRABLE 1 !n 1500 GALLON TANK DISTRIBUTION BOY, INSTALL UNIT DEPICTED BELOW. . - 7-34 Bw LOAMY SAND'10 YR 4/4 NONE fPoABLE TAPER IF CRACKED. ROTTED 50.46 OA OTHERWISE - SOIL A850RBTION SYSTEM. 34-132 C MEDIUM SAND W YR 6/3 NONE LOOSE �{�-- �' ---- - COMPROMISED. 42.30 n THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE U) - jIY mw III S SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES er N TEST PIT NO GROUNDWATER ENCOUNTERED o PER INCH = 0.74 GALLONS PER DAY PEA SOUARE FOOT. I Iw xs PEAC AT 56 M- 2 MIN/INCH IN C SOILS m THE 24 /t x 12.5 It x 2 It LEACHING GALLERY m� eLevnnoN DEPTH sou USDA SOIL SOIL DEC)*c sou OTHER o! I NOT DEPICTED BELOW CAN LEACH, 53.50 woes. tExTURE (MUNSELL) MOTTLES TO STONE 0-8 AID LOAMY SAND 10 j-31]2NONE NEABLE y BOTTOM AREA a L24 x 12.51 =300 sq. ft.60.50 8-36 Bw LOAMY SAND K) NONE FPoABLE cSCALE I A = ( 4r rt +1 b =146 }t4216 36-136 C MEDIUM SAND K) NONE LOOSE \0 TOTAL AREA = 446 sq. It. 500 GALLON DRYWELL FLOW CAPACITY = 0.74 .446 - 330.04 of/do11 _ 6 /n p DIMENSIONS B mint, INSTALL ONE INSPECTION INSTALL A 24 ft x 12.5 It IT 2 It GALLERY AS CONFIGURED RISER TO WITHM THREE INLET BELOW.FLOW CAPACITY-330.04 9 of/do WHICH EXCEEDS INCHES OF FINAL GRADE OUTLET- - USE _ THE 330 of/do REQUIRED FOR A THREE BEDROOM DESIGN, 6 INDICATE LOCATION COVER COVER B B UNIO INSTALLER TO OBTAIN STARTING W WORKS - ON AS-BUILT PERMIT BEFORE STARTING WORK. IN DROP -ALL COMPONENTS INSTALLED SHALL MEET y f FLOW LINE phi'. 33 THE MINIMUM AEOUIREMENTS OF FROM -•r D/STR/SUT/O/e BOX USE 9HOREY p OI In MASSACHUSETTS TITLE 5 SEPTIC - 10 in - 14 TO M20 00DE (310 CMR I5). BUILDING )4 D-BOX D/MEWS10N5 PIPES EXITING D-BOX TO RUN LEVEL -INSTALLER TO VERIFY LOCATIONS OF ALL 48 !R AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. LIQUID GAS t -ECO-TECH RAPID RESPONSE RECOMMENDS LEVEL BAFFLE - , ® 02 In INSTALLATION OF LOW FLOW I /n FIXTURES 8 APPLIANCES. AND PERIODIC E --. MIN CROSS SECTION VIEW; PUMPING OF THE SEPTIC TANK. 6 In ON AS I NE y INSTALL AN APPROVED GEOTEXTILE ' _ FROM ° S SYSTEM IS NOT DESIGNED TO WITHSTAND SEPARATION BETWEEN INLET 6 OUTLET N TANK y y ro FABRIC OVER STONE S VEHICULAR LOADING, DO NOT PARK OR FEES NO LESS THAN LIQUID DEPTH o O' SAS DRIVE VEHICLES OVER SEPTIC SYSTEM. CROSS SECTION VIEW \� e m STONE BASE 28ilro` �2' m silaio \ /n I Y2 M WI'1 D PE THRVE.1 1 I/T AT GRAVEL- 2!`/n CRO55 SECTION VIEWz� I ?# n 46 in 58 in 46 In ffff5) MED I50 In TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC EL = 54.42 +— 6 in OF FINAL GRADE AND TO PITCH AT Il8 In/ft MIN 53.50 D-[SOX 3. USE H-20 MAX EXIST �� 51.0 EXISTING 1000 GALLON s o PRECAST SEPTIC TANK 5L35 50.30 DRYWELL o EXISTING 6 in REFER TO DETAIL BOX 50 47 STONE SM ABSO P U=OO�I 6 !n TONE BASE IF NEW BASE 50.25 EXISTING '� SYSTEM —REFER TO 30 fr 5 ft DETAIL BOX 48.25 NO GROUNDWATER BELOW MOTTLING OBSERVED _ '42.16 11 SEWAGE DISPOSAL SYSTEM PLAN ISO ELLIOTT ROAD CENTERVILLE. MA 11JUNE 8. 2020 ETE-445 FPU_21_211 .I LOCATION 0-- Fo SEWAGE PERMIT NO. VILIAGE t� INSTALLER'S NAME i ADDRESS S NP Qom:�n , Jpv�c��S s Uil L D E ROR OWNER jnqd�(z"Um DATE PERMIT ISSUED DATE COMPLIANCE ISSUED r 1 4� -1 1 51 �F 1 topes G'fY� Qt-� L r � S.�- �S Fss 7 Q /. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �LfIG/1'(.......:.........OF........_ f juS ...............................:. .. Apli iration for M!ipniittl Workri Tatuitrnr#inn Prrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ia?t li',0/_ ,�4'!. /2% ml�_ -Address Owner Address W Installer Address d Type of Building Size Lot.._17 ------Sq. feet Dwelling—No. of Bedrooms.................-5�. ......................_..Expansion Attic ( ) Garbage Grinder Other—Type of Building ................. ....... No. of persons....... ................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ...................................................... W Design Flow.............: ........................gallons per person per day. Total daily flow............ 3 p._...._._. ._._gall ons. 1:4 Septic Tank—Liquid capacity./MVgallons Length................ Width................ Diameter................ Depth................ WDisposal Trench—No. .................... .Width..:................. Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No..................... Diameter........ Depth below inlet.... leaching...... Total leaching area--4.7P....sq. ft. Z Other Distribution box ( ) Dosing tank ) '~ Percolation Test Results Performed by........ ............... �-.......!.. ........................... Date..��. �?.....__.___.... ,.� Test Pit No. I................minutes per inch Depth of est Pit.................... pth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water................. O Description of Soil..... "_1............. _.. ..... ........... x ••................... •••--l .�P------------ ' C ..----•--- ....... _.. -- ---------- �,^=� � = - UNature of Repairs or Alterations—Answer when applicable............................................................................................... - -----• ---------------------------------- ---............................. •-------------- •........... ---------------------------------------------- ---------------------------------------- ••-•••••. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by the board,of health. Si ned...�.............fi ......... ' r,/ � /D � ............................. Date Application Approved By.. ----•••-• • •. ........ _- ................... ...__�#� �-�..... Date Application Disapproved for the following reasons................................................................................................................ ---•-------------------------- --'------------------------------------------------------- •-------------- ----------------- Date L ...........*........----------�­ -----------....... ---------- Permit No------------------------------------------------------- Issued-................................................. Date .s No......8-3rhJ-j " FiLa..........� ©.......... THE COMMONWEALTH OF MASSACHUSETTS BOARD O// F H.ELA`L/TH ..........lewv1 ..............OF.........Z-'.,,..f ��I?S4..!�1�1 .. Appliration for Disposal Works Tontrur#ion runtit Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal System at: / ,I ca:n-AddressC. C� o. / .....1. _.. ..._...-• -- a -u ..... ... .... ........... ------ -�-----.......-- -------- Owner Address W Installer Address d Type of Building Size Lot—q- r ......Sq. feet Dwelling—No. of Bedrooms............. __---_______Expansion/ (0,7 Attic ( ) Garbage Grinder , 461 ayp Other—Te of Buildin g .. No. of persons........5;----------------- Showers ( ) — Cafeteria ( ) ........-... Otherfixtures ------------------------•------•------------....------••--••......----....-•-•-----•--. -••--••••--•--••----------............------..........._..... W Design Flow............... -& .................gallons per person per day. Total daily flow__._.._...�3.Q................_gallons. WSeptic Tank—Liquid capacity./4,'.V.Vgallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width....._.............. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---­--------------- Diameter--------l0_1.... Depth below inlet....... ...... Total leaching area..d.74?....sq. ft. Z Other Distribution box ( ) Dosing to . ) ~' Percolation Test Results Performed b ...... .............. ........ �' `. - ?............. Date...j3............... Test Pit No. 1................minutes per inch Depth of est Pit._v-............._ pth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------------------------------------•-----•-------------•---__---- O Description of Soil._....a-1------------ ---- -. ---- x - y ------- VW ------------------------------------Cr-lv•-------- � --•-•-. --•-•----•--•--•---------•------------------•--•--------------------•----•-•----------------------------- 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 TITL- 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued//4he bo I'd of health. Signed ------.../ - -------- -------------- �.� O 6� Date Application Approved By. r + ....... Application Disapproved for the following reasons:.............................................................................................................. --••--•-----------••---------••-•----•--•-•----------------••-----•-•-------•••---•------ --_.--•---------- ...... ........................ Date PermitNo......................................................... Issued....................................................... Date TH E E COMMONWEALTH OF MASSACHUSETTS BOARD /O,F HEALTH .........../ �'...........OF........�7.. :................................ (Irdifiratr of Tontplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (o�) or Repaired ( ) bY------•----------------------------------r.......................................................... . _....--•------•...----• -••-•-•-•----••---....--•-----•....-•--.....•--------•----....••-- at.. .... Inst has been installed in accordance with ti`Ile provisions of TITLE, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._._..s'.�..3~. S... dated................................................ THE ISSU NC ®OF THIS CERTIFICATE SHALL NOT BE CONSTRU AS A GUARANTEE THAT THE SYSTEM WI F FICTION SATISFACTORY. DATE...... ...T................................................................ Inspecto .. . ............................................................................ THE COMMONWEALTH OF MASSACHUSETTS �,/� BOARD OF HE LTH ........- 4 .............0F....... `!-0. _..----------.........-----........... 'ram No...49-7:t e '5 FEE........C.A......... Disposal Works Ton#rt ion '" rntit Permissionis hereby granted...........................................................................................•................................................ to Constr ct or Repair ( 1%- I i, . I ewa Dis osaI Syst at No. "_ r Street as shown on the application for Disposal Works Construction Pe No..................... Dated........................................... W.ard�. ealth ...................•••--............. DATE................................................................................ FORM 1255 A. M. SULKIN, INC., BOSTON - i ` f i ��/���`� �� �}- � �� 6 �` , ��� � �3� �, _ �_ "Tot '•° r xe 7}•e ?!;, ,�+KJIyr rr T ',u S !c°S'; '€x y' y Yr!• �}£� ' 3 a}", n , P s; ' � r �3 C pr > `�ytYx��,�„EN�z�� ;,V�,s •,,'°i 1�rs'a�{ �F,tY�y{ ar r a'. F r c reiw>k F t }014P, +� i .e.+F }kt r ...kS t+:r'CtfK'eyh`.riC•re*V, .�y ;' s v.. `i .{ � na"3r "S n � 2 kV� cw ik ri Li • Y s r t 4* s"ir P is s a. 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THE ZONING -LAWS ENGINEERISMRV YO , OFF I"i; ABLE,. MASS. 712 MAIN S TR E ET r �tr , Cif TflY H YA N N I S, MASS �., � ,-�---. 4F' - ,.�. .'t A .:E. Ea. LA 0 SURVEYOR _E.�CXiNG P/T A,tE MOPE T�+r,9.•/ /1"'.9EL�ry /40 7F.4 CpyC P c CC Y�e► SNA L L BE ®R O Ua q T. TO G TA O �• / i 0 CaYI�RS MIN. P/TCN hEAYY CAST 1RO"V C yE.4 -fyf PI *"JAI.A rro* GAl. * too • .. •'! CF i"9 --�i d- iy PE/t IT. S.EPT/C Ti�iN/�C D/ST. J ;yAS�FJ S7�,ti'E Vft � - - ♦ s • ♦ •• pLvitI • e• +' ; • � WASirEJ STJ,y= P/T;C6 �A e.c ry .S4' G.4� 1sst.�+ . •.. • e a • _• a e.e • o ••� ly PRECAST.SEE.�AGE 1.VVCA T ,CL,EYAT/4NS • ►. • .e . .• • • • • •' • • Pi7 c.4 £-Quly IMVFJtT AT 14VA fV4*" 91.o i oa►� T L3. TiC Ts�619/K - �� '.< - _ L _L_ lrT. D44M. - C� FG TitelJL.4TION� - 4NTLFTDIlTRlBll170JV 9 T= 's S�CT1Ojy D/r P447EA T.+eSLE n � l�tt r A&ACNIAAS F'it�► ?' /C7C aS�i�'�G�`Qf��GIfI�t 3Y�T1�JM! • ." T L A�'fffalll6 41PIlT 'ZA404 lLATTlaN _ u a 1 D�si6a CRiT1�/��a : � D/MfNJ/ON � or 3 _ N1/jl BER G�QE OJ�S - 4.4 r D/w1L'7V SlON F Mai fGARGAG.EDISP .S,4t GWIT /VyAIL SOIL. L®G --�- T N O � . , t `TOT.t[ EST/A^N'TED FLA•i/ 3 o S.st IDAV SOIL TEST,*/ So TFST�It,� y ' ..S'D/,L Tf3T l 4/*W, -P aw LOACNl/V6 P/TS �— GLEY. S/DE LlACHJ/Vti PEi+t P/T 6 a ♦•T. , a4TE OF SO/L .Tl�ST. aka rTOM L.E�ICiI/NG PER PIT ? � SQ. FT. o� ���,,� � �FSULTS 7i/JT'N<SSED dY�•�� yA��'/ s�j 'r3'TAlt LeACX/NG AR&A b SQ fT �V6 sO L. 'QEACCLATiOa!_R.4T�, ,� ,.L S� J JNGN AE.4COc.��'ialy R.,TF!�2 A . 4ESE,4%ELEACXlN6AREA Tft :11lx./INCH �{A - C0M r.tiC7_J� Of M0444, ��P ' OF Mq er , u' G roc_ G✓ �:j EO7 a (/T RBERT ALBEIT 14-1 BRUCE 1 ELDRE &.E ' 9o��G/STEF`����C• EL.Or7EDGE c11/v/NE �i�G.CO,/,1/C- i. �L 2 N ST. ,4,Y.ac.',viS. .1.I,QS.:.. r�D $uR�`�' rSIONAt 7/ wA/ a ® NO G,tOVNJ .Y�4TL°,� fNCOCJNTE.+Z�A eL/ENT:14'o�AZ q DFj ^.Q GMOU,�V0 kvATE,e A7' E'LEi/ t_�OCL�TION___ 5EW0,61E PERMIT QO. VILLAGE _ _ i1uS71�►LLER_5__1J�ME __� ADORE_S-S BUILDER.5 tJJ MF— ADDRESS DIaTE PERNAIT- ISSUED :_ — — — — — — — D ATE COMPLI &MCE ISSUED : — — — /d 16 z � lb l6. THE COMMONWEALTH OF MASSACHUSETTS BOARD H EA T ....... ..... ..OF....... .. .... . . . . ..-... ...................... AppliratiYon -for 'Uiipoiitt1 10orkii Vrrniit Application is her by`made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal Syst �/ ,�, ....................... ,----------___ _................... .._--_ ---.. C`\ ocatio A ress qy SS ! Q/�/ ' ,QrL�ot h y i�_ \ ,_ 4 4 Ls, lit.... _ "r ��.'S1.L _.. . _-----:_--!-7._!............... ..... ... ................_._..._._.......................... ..._..___••_-•__... .__. A........ .• wn Address Installer Address s d Type of Building Size Lot:/5 ..00 __._____Sq. feet Dwelling—No. of Bedroo _ _. -.-..--__-Expansion Attic ( ) Garbage Grinder ( ) aa, Other—Type of Building' ---- No. of persons.-_----------------------- Showers (� ) — Cafeteria ( ) 0.' Other fixtures ---- ------------------- ------------------------------------------------- W Design Flow-----___-- -----------------------gallons per person per day. Total daily flow.......4&.0------------------------gallons. WSeptic Tank—Liquid capacity&Wgallons ' Length---------------- Width................ Diameter................ Depth.-_.--.-_--.--. x Disposal Trench—No/V&113Z�_. Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter___-_____--__----_ Depth below ' let_.. . Total leacliitag<tr,:t..__.._._________.sc. ft. Z Other Distribution box ( ) Dosing tank ( ) '� - -3� aPercolation Test Results Performed by___________________________________________________________ .... Date---------_----.---.. _-..------------. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.._-_-_--.-----.----.._. Gr Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ ------------------------- --------- -- •- --- e - ---- ----- --- --- ODescription o t --------- --•--- .................................... ----------- -......---........----•-•---- ----- -------- --�--- _ p -------------------- ------------- UNature of Repairs or Alterations—Answer when applicable.-.__--......................................................................................... -------••---------------------------•--------------------.----------------------------••-----•--•-------------------•-•--------------------------------------------------------------------------.--.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Co e—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' sued by the of health. Si ---------- ----- /- , D,at�� Application Approved By--------------- .©. {lll� D�e Application Disapproved for the following reasons------------------------------------- ------------------------------------------------------------------------- ------------------------------------------------------------...................................................................-----•--•----------------------•----------------------------------.----- Date PermitNo......................................................... Issued------------------- ................................ Dattee NO......................... Fu$. J�.=..:.......... THE COMMONWEALTH OF MASSACHUSETTS EOARD HEAUT . ... 1.. oF...... /..: '�' � Appliration -for t i l� park L�Yt rurttlaYt Prrmit Application is hereby made for a Permit to Constrii t - ) or Repair ( ) an Individual Sewage Disposal Syst at � U/� -------- t -•-- ocation�Ad$res� / or Lot N -••--------•-......---� '{p"'.-•--�---......�-�........................•.. •---Z:.:�--=� _<_..�5 !2�c--•�-_itit�t,x- ......_-=---..!,Mf•=-- f VOwner Address --•-----•---.... .................... Installer Address d Type of Building Size Lot_/0;..0.0.'/..__.Sq. feet Dwelling—No. of Bedroom ............Z3................................Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building ^�-- .._- No. of persons---------------------------- Showers (� ) — Cafeteria ( ) dOther fixtures -•--------------------------------------2----------------------------------------------------------------------------------•--------••-•--•-------- W Design Flow......... v.......................gallons per pe�=son per day. Total daily flow....... 4 ..._...................gallons. WSeptic Tack—Liquid capacityb4Dl�.gallons Length................ Width._.-..-----_-- Diameter..........------ Depth.--..-----_--- x Disposal Trench—Nolee)A._'..?:._. Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet--._:-.-_..__ . Total leaching area...........-..--.-sc. it. z Other Distribution box ( ) Dosing tank7� aPercolation Test Results Performed by-------------------------------------------------------------------------- Date---------_---------------------------- Test Pit No. 1................minutes per inch Depth of "Pest Pit-------------------- Depth to ground water....._.................. fal Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground x r water ter....-------------------. - ---------- ---------------------------- l ..... -- -- O � . ------ Description of - - --------------- -- -W r--------------------- ---------- -- -- --------------------- ----- l -------------------- - ---------------------------------------------------------------------------------------- ------------------------------ -------------------------------------------- .......... V 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 Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been sued by the`Foaxdtof health. r- Signed?..... = � =. =' �.t :----f-- ---------------- fDate / Application Approved By-.-..--; y-.-..- �f ... - . ��� Date Application Disapproved for the following reasons:.................................... ------------------•--•-•-•-------•---------.-........ ..__-..-...... ................. .........•-•-•------•--•--------------•--•--------.-...-----------•-------••---------------------•-----------•---.....-----------•--------.....----------------------•---------------- Date PermitNo.......................................... ........ Issued--------------------------------....................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O-F:HEALTH r .J y1' '1.........OF.............. ��/�c`. .. .. ..CGi ....... ............ (111rrfifiratr of ITNImpliaurr X/) o/r THIS' S TO ERT F' That the , i idual Sewage Disposal Sys te constructed ( Repaired ( ) / �1 t\ InstlrFle ----------------- at '�-. .... L�l - = =/ . .... . ...'.. �State �...... has een installed in ac clan with the provisions of _A Ic1e XI-of Tlanitary Co aedescribed in the application for Disposal Works Construction Permit No �-_----_z-. --------- dated--.: . .> ._... ..�. 7G-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector............................................................................... 1 THE COMMONWEALTH OF MASSACHUSETTS 6 BOARD OF HEALTH_ No......................... Dinpotia .or k CIn irurtiv$Lto- rim it n Pe io 's reby granted..=" ��� �/�..... to Constrac%( or Repair /) an Individual e Disposa�stem at No. �" ` " I � � ... � ---- � l ----------------------------- Street �.,, as shown on the application for Disposal Works Construction ,�mit No:-_....... ...... Dated. � :...V_. -- z��---- ------------------------ Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS rTEST LOG ." 1000 GALLOi1! SEPTIC Ti�i11K DESIGN ALCIJLATIOO NS SSOM ABSOoG PT§ON EVALUATOR: DAVID D. COUGHANOWR, ASE #461 EXISTING UNIT — DIMENSIONS & DETAIL DESIGN FLOW: 3 BEDROOMS x llo GPD = 330 GPDSSYS� 1 EM1 CONSTRUCTION DETAIL RUCTURAL INTEGRITY. INSTALL ITNESSED BY: DONALD DESMARAIS. HEALTH DEPT. TANK TO BE PUMPED DRY AT TIME OF INSTALLATION SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL PIT 1 P RC GROUNDWATER n - 2RM N/NOH INECESOILS NEW PVCD AND MOUTLET EEINED FOR T EQUIPPED WITH A GAS BAFFLE. USE EXISTING 1000 GALLON SEPTIC TANK IF IN DRYWELL SOUND STRUCTURAL CONDITION. IF NOT, INSTALL UNIT 24.0 ft ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER REPLACE WITH A NEW :: p �� " Nr Wu "' -, M INCHES HORIZON TEXTURE (MUNSELL) MOTTLES a4µ " I500 GALLON TANK NEW 1500 GALLON SEPTIC TANK. a' 1� ETA , up , o CD 53.30 0_/ Ap SANDY LOAM l0 YR 3/3 NONE FRIABLE I /n IF CRACKED, ROTTED DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. T y 50.46 /-34 Bw LOAMY SAND 10 YR 4/4 NONE FRIABLE TAPER m.a° _ _ OR OTHERWISE SOIL ABSORBTION SYSTEM: " �� a. w 34-132 C MEDIUM SAND 10 YR 6/3 NONE LOOSE � �,; COMPROMISED. THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE ® ® °Qw 42.30 �I c SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES NO GROUNDWATER ENCOUNTERED o PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. N TEST PIT 1 M PERC AT 56 in - 2 MIN/INCH IN C SOILS THE 24 ft x 12.5 ft x 2 ft LEACHING GALLERY c) w ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 'f »„ . ... 1r,7 o .. NOT .DEPICTED BELOW CAN LEACH: STONE INCHES HORIZON TEXTURE (MUNSELL) MOTTLES TO $,5 ft 8.5 ft 8.5 ft 3.S ft 53.50 0-8 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE � ° SCALE BOTTOM AREA = (24 x 12.5) = 300 sq. ft. SIDEWALL AREA = (24+24+12.5+12.5)x2 =146 s ft. 50.50 8-36 Bw LOAMY SAND 10 YR 5/6 NONE FRIABLE �(� q' 36-136 C MEDIUM SAND 10 YR 5/4 NONE LOOSE �0 TOTAL AREA = 446 sq. ft. 500 GALLON DRYWELL 42.16 8 ft-6 /n A �t FLOW CAPACITY = 0.74 x 446 = 330.04 gal/day DIMENSIONS & DETAIL INSTALL ONE INSPECTION INSTALL A 24 ft x 12.5 ft x 2 ft GALLERY AS CONFIGURED RISER TO WITHIN THREE BELOW. FLOW CAPACITY = 330.04 gal/day WHICH EXCEEDS CD INCHES OF FINAL GRADE INLET OUTLET THE 330 al/do REQUIRED FOR A THREE BEDROOM DESIGN. USE & INDICATE LOCATION -INSTALLER TO OBTAIN DISPOSAL WORKS COVER COVER g y UNIIo , ON AS-BUILT NPERMIT BEFORE STARTING WORK. $€ -ALL COMPONENTS INSTALLED SHALL MEET _ 3 IN DROP i THE MINIMUM REQUIREMENTS OF FROMAll _FLOW LINE USE SHOREYp n3 MASSACHUSETTS TITLE 5 SEPTIC ID in 14 TO DISTRIBUTION >�O� 'DB-3 H2O �� O BUILDING DIMENSIONS+ `P/PE5;EXITING- D-BOX a�TO 'RUN LEVEL {� � ` CODE (310 CMR 15). D-BOX �*�� °AND DETAIL" W :FOR `2 FEET BEFORE PITCHING"DOWN' -INSTALLER TO VERIFY LOCATIONS OF ALL 48 In $�(` UNDERGROUND UTILITIES BEFORE LIQUIDGAS T EXCAVATING FOR SYSTEM. LEVEL BAFFLE /02 in -ECO-TECH RAPID RESPONSE RECOMMENDS E THE INSTALLATION OF LOW FLOW _ c CROSS SECTION VIEW FIXTURES & APPLIANCES. AND PERIODIC INSTALL AN APPROVED OEOTEXTILE—\PUMPING OF THE SEPTIC TANK. b in STONE BASE IF NEW —7M71N —► FROM 1 = -S FABRIC OVER STONE S -SYSTEM IS NOT DESIGNED TO WITHSTAND SEPARATION BETWEEN INLET & OUTLET CIS! ,n To VEHICULAR LOADING. DO NOT PARK OR TEES NO LESS THAN LIQUID DEPTH SAS DRIVE VEHICLES OVER SEPTIC SYSTEM. SEC �i a ^ CROSS SECTION VIEW i; b in STONE BASE 28 I-1/2�n)GR�EL F EFFECTIVEd 3/4 )n TO ' 21 Tn 2� CROSS SECTION VIEW In I/2n GRATVEL,,L y. i.j�..,m DEPTH e 3r• a tt . 46 in 58 in 46 in 150 in TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC EL = 54.42 +— 6 in OF FINAL GRADE AND TO PITCH'"`-AT 1/8 in/ft MIN 53.50. In D-B(c) MAX E�08T NG USE H-20 51.0 EXISTING 1000 (39ALLON o��o 00 00o a PRECAST o 000�000°a�0o — �Cp��C� T�°— NN 51.35 D�OOp 000D000 oaa000�0000� 000000o�o�op DRYWELL oD�o�o�oa000 50.30 000°0000000a °a000Dooaooa DOoO00000000 00000000 000 in EXISTING REFER TO DETAIL BOX S�ONE SOO L W° �_�Oo r\_S' � + 50.47 50.25 `— 6 in STONE BASE IF NEW BASE SYSTEM —REFER TO O EXISTING 30 ft 5 ft DETAIL BOX 0 NO GROUNDWATER BELOW 48.25 MOTTLING OBSERVED _ 42.16 SEWAGE DISPOSAL SYSTEM PLAN 80 ELLIOTT ROAD CENTERVILLE. MA DUNE 8, 2020 ETE-4459 PG 3`02p"f� s °4v#.po/ ..•gig=Ufa\ROadJ �w� �v B M nn N �d GAR ve �, t m n. Z Sr�pP ai' G �R PROPOSED SOIL o GISp� �j� z £ ,, EL EVA TION V O � r�` PineStreet- OWED ' ZN n d£Q.lVO� ABSORPTION 54.42 1 O° AO 52 SYSTEM of oka Nds r -SEE DETAIL Rr� •� ' pa '� O N BACK • f 1 ee �.,E\1io?�Road CPea.i � ••CENTERVILLE. MA Nalmr53 193.87 ft -..- .>_/ � LOT I5 in LEGEND ` = OAK _ SEPTIC COMPONENTS - PLAN BOOK 142 PAGE 117 IS in AREA = 19800 sf+- LI 1 r OAK EXISTING w ASSR MAP 248 PCL 251 - I000 GAL O SEPTIC TANK �gt� EXIS TING WA S3 LEACH PIT/ Ir hTER LINE ® • CESSPOOL 15 in OAK DISTRIBUTION BOX® MINIMAL TEST PIT GRADING L O O O z PROPOSED / a, / EXISTING LEACH PIT Off° n °� pp�nn TO BE PUMPED AND EXISTING �•n a uo ------__ 52 FILLED OR REMOVED GAS V - - -- _ / CONTOUR i G G. LINE d �__ (TYP) ,x °� STONE DR/V 1 �i SWAY 51 o �P�(N OF MAssq�ti �H OF MASsgOti o DADVID oJ DAD.VIDa� COUGHANOWR Z9 COUGHANOWR 5/ — No. 1093 No. 461 50 SgnISTE F49 1 49 L! 189 45 f` ` 48 THIS IS A PLAN 47 COLOR PLAN SCALE: 1 in = 20 ft i 48 ;; SEWAGE DISPOSAL USE COLOR PLAN ONLY 0 20 40 { 47 / J \ -TO SERVE EXIEM STING oELL AKING FOR INSTALLATION --_- __-- FULL DETAIL IS BEST M A R Y T. A N D VIEWED IN O 10 20 JAMES L. DOW FULL COLOR 11 17 PRINT ON 1 1 X 1/ in OWNERISI OF RECORD PAPER FOR PROPER SCALE == 80 ELLIOTT ROAD - y CENTERVILLE, MA THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM 155 Geo Ryder Rd S PROPERTY ADDRESS Chatham, MA 02633 DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER Dovidcou@Hotmoil.com DATE: JUNE 8, 2020 _ _ SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 508 364-0894 PG. 112 _JOE?, ETE 4459 �ecoe .s T. 7- V IV �\ x'J to 41 ,Y r (b L.L I jj k I CERTIFY THAT THIS PLAN SHOWS THE ACTUAL LOCATION OF THE STRUCTURE ON THE LAND AND THAT IT COIF;FORMS WITH THE BY-LAWS OF THE TOWN 0 LAN OF LAND i IN ;, .9RNsT�413� MASS. /Z5" oo ' OWNED BY i -tH OF M ��H o FRANK CONERY 5 MENTON ST. FRANK fg FRANK � iYANN1S, MASS. 02601 CONERY N !o CONERY REGISTERED ENGINcrn & LAND sweveYOa ,ty No. 6232 c ,A Na 6s73�� 2 S T E�x p� �o\�, T�? a`�� SCALE 1 IN ,?O FT. J EE a /vw 7r 4An st?vtlqEy