Loading...
HomeMy WebLinkAbout1008 FALMOUTH ROAD/RTE 28 - Health 1008 Falmouth Road Hyannis A= 250-028 I J tr .y No. o`U - v-twyA 'N`°'A0 k Fee UV THE COMML��+IWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYicatiou for Mi5poga1 *p!5tem Cou5tructiou Permit Application for a Permit to Construct(- ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. A S Fj}//r.a�;N{ IZ,,ad Owner's Name,Address,and Tel.No. � �SAssessoftpYV /Parcel A Installer's Name,Address,and Tel.No.�Q =�e 0- t-f4—'e-� Designer's Name,Address and Tel.No. G �n y1•eq,L.,' PO acm f-3 28 Ste( �� �2� �d2� C,�.w,,;,�1.T`►rwk J o7- Type of Building: Dwelling No.of Bedrooms 3 Lot Size 21 It78{ sq. ft. Garbage Grinder ( ) Other Type of Building Si k the Ca v9 No.of Persons Showers( ) Cafeteria( ) y Other Fixtures Design Flow(min.required) gpd Design flow provided �� 3 gpd Plan Date S tk--L610 Number of sheets I Revision Date Title 10 0 S F-0 Rr 4 Size of Septic Tank `i-00 Clr"- 14-10 11 W70 Type of S.A.S. `LfjA Q_-yL tFtXA., . !2 Act 36 j4<_ Description of Soil ��✓1-i,� 1� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: tOv-A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date ,j. r 12 Application Approved b P AcDate a —%:2 -la Application Disapproved by: Date for the following reasons Permit No.��T (3 Date Issued _ 4 No. v �� r � I►^✓n 6 {v"rlC Fee (t�J =1 t THE C/OMM�6�1WEALTH OF MASSACHUSETTS Entered in compute4.- ! Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETT-8. 0[pp1tcatton for �DtoponlY &Vgtem Con5tructton Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. p p g F4/it o v,A4 /[� of Owner's Name,Address,and Tel.No. Se�.od'"!� < ft/Parcel Assesso Installer's Name,Address,and Tel.No. �� i�. �s� Designer's Name,Address and Tel.No. 3 'c7�f,. ZS S,( cj✓�,5<, , a,�� Type of Building: . , Dwelling No.of Bedrooms Lot Size 32, 14 7 sq. ft. Garbage Grinder ( ) Other Type of Building S!ti k-i Cri.. '--t No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) 3d gpd Design flow provided 3 gpd Plan Date t 1-2 0 l o Number of sheets Revision Date Title 100$ Size of Septic Tank % 5'00 C,&C 10 MV10 Type of S.A.S. 'L �j f Ut,c�tvy 1 1�,vJ�..,� , 12 A(c t-1� Description of Soil _ ��✓�-�,� Nature of Repairs or Alterations(Answer when applicable) ;gyp Date last inspected: 1.0 f Agreement: ' 4 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed r Date 5�- 12. -2 o t C, i Application Approved by , Date C5'.,. Application Disapproved by: Date v for the following reasons .i. Permit No. o . Cold 13 F� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certiftcate .of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded O h Abandoned( )by ,. a, el 4,- rz 5-e5 L.L c- at _ (0 d$ F v0�mo„�1,� 2Gie.c, �\. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. D0 to _ 1 3 dated Installer 1_p0tc,y,r�� l/p✓t"3 e S 1, Designer 5 , C. A0,1, #bedrooms 3 0 Approved design o4 y iy gpd The issuance of this p6 it shall not be construed as a guarantee that the system 11 fu c Eion_as d igned. r Date �b �� Inspecto-------------------- - r �V" No. 1 I)l U -l c T. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS j Qi5po5al *p5tem Construction Vermtt Permission is hereby granted to Construct ( ), Repair Upgrade ( ) Abandon' ( ) System located at � ,,,,h(;, .�U-9 K f and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pe Date C-(Z-/o Approved by "� 07/08/2010 11:00 FAX 5084283928 CAPIZIDE Q 001/001 A Town of Barnstable Regulatory Services 4 Thomas F.Geller,Director �► i Public Health DivisionNAM - /0'� T'lionias McKean, Director 200 Mein Street, Hyannl44 MA 02601 0fficc: 509-962.4644 Pa>l SUS-;q�,. ,::•-, Date: • ' . —t3� T " Sewage Pcrmit#'__ Assessor ;Map/Parcel Installer& Designer Certification Foy - Designer: S G E��t�e�r< � Z'��C _ . Installer: Ca(�Cw;c1c:�E�ker�c(s 0-S Address: 2 t 5 C c i hw,, ,. �'�p � y o., cc _ ,Address. 0 9yL Z l0 On^ �1�Zd?d � ,_�,, ; ,pn� was issued a permit to install a msia�:1 (date), ( ) septic system at. /DOS ('u I�mo�' 1•i t1Qd based on a design drawn by (address) SC n91ne.e.Cita , 'T+nc. ^-- bated Hay ll , 2ut1Y (designer I certify that•,the septic system,refe'renced.above was installed substa►ttiallyyfaccordinl to the design, which »ray include minor approved changes such as lateral-r•elocation of the distribution box and/or, septic tank. Stripout (if required) was inspected and the sods were: found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e.. . greater than 101 lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulation,;. 'Plan revisitIn (11' certified as-Wit by designer to follow. 'Stripout (if required) s ec:ted and the soils were found satisfactory. 10HN HUFt '41. 'j, (Ins L s.Signature Nit ---- tgner s gnature (A ►�(°peg HerejPyDSes. E RETURN TO ARNS'I' BLE PUBLIC HEAL I)IVI 1 CERTlh')< 1'k: L NOT RE. LO THIS FQRm A ND AS BUILT CARD ARE RECEIVED BY.THE BAMTABLE, PUBLIC HEALTH DI'VISIOK. THANK YOU. y\o(ice 1'omu,dLnignemertil ieation l'onn.di c i0 'd L9£0 £tZ S8S DNIN33NIDN33r Wd 9T : ZT . 0T0Z-Z0--inr , Town of Barnstable P# 9,20 Departiment of Regulatory Services ' Public Health Division sAxtvs'CAt1It8 + DateMASS d c, 200 Main Street,Hyannis MA 02601 Date Scheduled S b Time 1 Fee Pd. UO Soil Suitability Assessment for Sewage ispo al Performed By:_.nlctnQal Q(m�n��� EZ i CSC ` Witnessed By: ✓� �1J. LOCATION&GENERAL INFORMATION Location Address n®8 t'�a _n Owner's Name �. 11tielis `{ Address loot ` �vH.u�`1 /�� y - C � z�Assessor's Map/Parcel: '1�b^j O"Li Engineer's Name e `,yt�P� EVISMeerM5 NEW CONSTRUCTION REPAIR V Telephone# .�(lg s Y g 2 50 8-273-o 17 7 Land Use._.5r,n91e 6wk(ty d.t�ztl(n5 Slopes(%) I 2 Surface Stones Distances from: r Open Water Body ft Possible Wet Area ft .Drinking Water Well l00 a ft Drainage Way ft Property Line t o ft Other ft ` SKETCIi (Street name dimensions of lot,exact locations.of test holes&pere tests;locate wetlands in proximity to holes) Cr TV � � l M Parent material(geologic) du�waS�n Depth to Bedroek 7 12.0bs S Depth to Groundwater. Standing Water in Hole: >t 20'\-5 3 Weeping from Pit Face >12.0 log s Estimated Seasonal High Oroundwater ? i 20�loss. DETERMINATION FOR SEASONAL NIGH WATER TABLE Method Used: laC(ecE obse-vaki•n Depth Observed standing in obs.hole: 7 l2° ___in, Depth to soil mottics: yt2O in. Depth to weeping from side of obs.hole: 12-0 In. Groundwater Adjustment — ft.. Index Well# — Reading Date: — Index Well level Adl.factor, Adj.Groundwater Level A PERCOLATION TEST Date s-6-io Time /0 An Observation Hole# i Time at 4" Depth of Pero 2 4 " Y 2 Time at 6" Start Pre-soak Time.@ I :r o,p N Time(V-6") End Pre-soak 10:I q A n . Rate MinJlnch L 2 Site Suitability Assessment: Site Passed T e 5 Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency.% ravel p� ^ F,I� $'2Y t3 LS lo'Ir 1h W %v rave. 24 86 2,5 86-ao c_2 f1 S 2,5Y`A loose_ DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.% ray b-2Y a S lOYr5�6 2 y-b 0 C-1 Cs 00-120 C-2 N S 2,514h. IUOs� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsi to c Gravel DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consist n Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes " Within 100 year flood boundary No, 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? 4 i-S — If not,what is the depth of naturally occurring pervious material? Certification t '2�_9 9 I certify that on o (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,experti a and a erience described in 310 CMR 15.017. Date Signature S . Q:\,SBPT10PERCFORM.DOC TOP OF FOUNDATION = 65.9'± INISH GRADE OVER D-BOX= 65.1'± " o/o GENERAL NOTE S �- PROVIDE EXTENSION RISER 4 SCHEDULE 40 PVC MIN. SLOPE 1 FINISHED GRADE OVER BIODIFFUSERS= 64.3' - 65.0' WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. " INSPECTION PORT WITH ACCESS 65.5� RISER TO WITHIN 6 OF FINISHED GRADE BOX TO WITHIN 3"OF F.G. METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 65.8 5"DIA. OUTLET(S) (ONE PER TRENCH) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS _ _ __ __ _ _ ___ ____. _-___ _._ __.__ ____ _ __ __- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 9"MIN. I DESIGN ENGINEER. COVER(3 TYP.) 36"MAX. I } PROP. 4"SCH.40 9"MIN. I PVC SEWER PIPE PROP.4"SCH.40 36"MAX. 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATERTIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE 36"MAX. TOP OF SAS/B.O. = 62.03' SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE @ 1% 6" 3" 2" DROP MIN. \ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - 3"DROP MAX. 3" 9" MIN.SLOPE @ 1% L=60'± PROVIDE WATERTIGHT / JOINTS (TYP.) ELEVATION =62.03' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A / \_* �'+ 10" 14" 4" PVC IN FROM ✓ CLEAN SAND 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 63.3'�' 63°"' t 7:=,).50 SEPTIC TANK 4 PVC OUT TO 1.33 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY (TYP.) 16"TYP EXIST. PIPE • 0.90' 10.75"TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 62.75' 12" 6" OUTLET TEE I I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" 61.90' MIN. 6 .73' 61 .60' \-60.70 (LAID FLAT) 2.875'(34.5")--+------5.75'--I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE 5 0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS 22.6'TO B.H. OVER MECHANICALLY (TYP.) 11.50' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE 5 IN. AND DESIGN ENGINEER. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 30.0' (TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON AN APPROXIMATE MEAN SEA LEVEL DATUM OF OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 64.53'ESTABLISHED ON A NAIL SET IN FENCE POST AS SHOWN ON PLAN. COMPACTED BASE JM BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 55.50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'6' WIDTH 5' 8" pDEPTH 5, 8" (Dimensions per Wiggin CROSS SECTION VIEW BIODIFFUSER (PROFILE) cc BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC A N K PROFILE Precast Corp.,Pocasset,MA) �+ 12 ARC 36HC #361 6 B D) BIODIFFUSERS TO THE DESIGN ENGINEER. `CONTRACTOR TO VERIFY THIS ELEVATION& DISTRIBUTION BOX DETAIL t..e ` / 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. REPORT TO ENGINEER IF DIFFERENT NOT SCALE NOT TO SCALE NOT TO SCALE ----_.._-- ______• -_----__..__--___ _ ___ ____ __ _ - -_-_-_- ___ - _ _ _ _._--- __-- -- -- -- 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 • Ulf' + • `• • ""�► � PERC NO. 12920 APPROPRIATE AUTHORITY. r i ' • • INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS a ` LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE ► +► . . EVALUATOR: Michael Pimentel, E.I.T. +• •. i THEY SHALL WITHSTAND H-20 LOADING. • C.S.E. APPROVAL DATE: Oct. 1999 • + . 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • DATE: May 6, 2010 • . • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 65.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, j " * ELEV WATER= <55.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). MAP 250 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN • _ PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. icsi " "DEPTH OF PERC= 24 -42 16. PROPOSED PROJECT IS LOCATED WITHIN: ONE II -46'00 f- " TEXTURAL CLASS: 1 ASSESSOR'S MAP 250 PARCEL 28 N7 21520 E`tNE X-X`X-X X X X Xk • �• •a _- OWNER OF RECORD: BENTLEY C. & DOROTHY GLORIA SCHOFIELD o _X X X X X X X X k ao _ r1 '' ' ` • • j 0" 65.50' ADDRESS: PO BOX 44 °m X X X X X--X � Co • j Fill CENTERVILLE, MA 02632 rX X X x-x-x-xT-x- _ MAP 250 xUJI •• 8" 64.83' 1► f _X X-X-X-X X PARCEL 28 I k # • • B Loamy 10Yr 5/6 d FEMA FLOOD ZONE C X ' 32,478 S.F. ± / / � i . 7 � + • •' I COMMUNITY PANEL# 250001 0005 C \ ' ,�/� • s • a • ! 24" 63.50' \ _ �°` /6�"� k ` • • ` b • j Per 17. DEED REFERENCE: BOOK 21602, PAGE 215 PROP. TOTAL 12 ARC 36HC BIODIFFUSERS b Soh ' . 42" 62.00' 18. PLAN REFERENCES: 1.) EXHIBIT A IN DEED BOOK 21602, PAGE 215 (6 BIODIFFUSERS EACH TRENCH) / 2. PLAN BOOK 259, PAGE 91 ` k • � `� + • 1 C-1 Coarse Sand ) - \ \ / * • • • 2.5Y 6/6 3.) PLAN BOOK 288, PAGE 18 ,i ,�. _; � '�. >5 � ! � •9 • (10-20%gravel) "`� �! ' \lyF� ac • 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 44/ MAP 250 ',�� , • +• I • • ` 80" 58.83' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY k PARCEL 29 ( • .4t• + • FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY PROPOSED • ` - -- --- - FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED DISTRIBUTION BOX \ k � / INSPECTION PORT Medium Sand (4 30.0' 5) I (TYP OF 2) C-2 2.5Y 6/6 21. THE FOLLOWING LOCAL VARIANCE IS REQUESTED FROM THE TOWN OF BARNSTABLE'S CHAPTER 397: WELLS REGULATIONS; SECTION 397-2: } LOCUS PLAN (loose) (1.) A 48.6'VARIANCE (150.0-- 101.4') FOR THE SETBACK FROM THE PROPOSED LEACHING 1` --66/ � SCALE "_ FACILITY TO THE EXISTING WELL LOCATED AT 1008 FALMOUTH ROAD. : 1 1000 120"1 55.50' Nt TP 2 3)� _ 6) / No Mottling, Standing or Weeping Observed � ✓`°co 65.5 rns ~ ��0 � DESIGN DATA TEST PIT DATA LEGEND N Benchmark o � `� \ ��Fl x Nail Set in Fence PERC NO. 12920 50xO EXISTING SPOT GRADE O n 0 3, / r INSPECTOR: David W.Stanton, R.S. o Elev. =64.53 m O o 0 1 LP TP 1 ` �,c NUMBER OF BEDROOMS(DESIGN) 3 - - 50 - - EXISTING CONTOUR G � �!x Approx. M.S.L. EVALUATOR: Michael Pimentel, E.I.T. =sue DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 1999 -.I 50,----- PROPOSED CONTOUR x 65.5 x o TOTAL DESIGN FLOW 330 GAUDAY DATE: May 6 2010 >c CP cV - - ❑/H/W -- EXISTING OVERHEAD UTILITIES X ' \ � ,�� DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: 2 x co GAS EXISTING GAS LINE 1 ' I USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP= 65.50' EXISTING CESSPOOL& LEACHING x O 2) o x W W---- EXISTING WATER LINE PIT TO BE PUMPED, FILLED WITH 1 5' ' x ELEV WATER= < 55.50' 17. 1) -� TEST PIT LOCATION CLEAN SAND & ABANDONED 1 2 ' PERC RATE.51, SHED _ 111) PROPOSED 1 500 r3 INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS DEPTH OF PERC= LP EXISTING LEACHING PIT x v pECY� GION SEPTIC TANK a X X O ate. 1\ SYSTEM CAPACITY TEXTURAL CLASS: 1 EXISTING CESSPOOL HCA met J3 Sf�' ' `' �� \ INS 1 `r XJ (TOTAL L.F.OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)- GPD �� O L x�� X�X-X� (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING/DAY 0" 65.50' PROPOSED 1,500 GALLON SEPTIC TANK w'"" ' I ' d7 �'��I X #1008 X l SWING-TIES Fill I 64.83' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE Ce.S.i ,=n.O EXISTING � _ � 8" ` ` ✓• 3-BEDROOM m \ \ DESCRIPTION HCA HC-2 TOTALS: B Loam Sand (� (� Q �'aes /I�� DWELLING d- a © o Y ❑ PROPOSED DISTRIBUTION BOX �g 10Yr 5/6 }} TOF = 65.9'± 00 SEPTIC COVER IN (1) 29.4' 57.6' \sS\ ��N TOTAL NUMBER OF BIODIFFUSERS: 12 24" 63.50' PROPOSED ARC 36HC (#3616BD)BIODIFFUSER 1 - " - SEPTIC COVER OUT(2) 35.2' 53.0' TOTAL NUMBER OF COUPLINGS: 0 v CoTOTAL LEACHING AREA: 468.0 SQ.FT. G WNFR H BIODIFFUSER CORNER(3) 93.8' 65.7' TOTAL LEACHING CAPACITY: 346.3 GAL./DAY REV. DATE BY APP'D. DESCRIPTION I WEB pER \ \ BIODIFFUSER CORNER(4) 103.8' 77.1' ��c� C-1 Coarse Sand PROPOSED SEPTIC SYSTEM UPGRADE � EXIST NOTE: 2.5Y 6/6 BIODIFFUSER CORNER(5) 120.9' 78.9' (10-20%gravel) PREPARED FOR: S71�46'p0 v, EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE ►1 e FJ S ,�}�'� �C�„ A10.00 BIODIFFUSER CORNER(6) 112.5' 67.8' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 80" 58.83' CAPEWIDE ENTERPRISES "MODIFIED CERTIFICATION FOR GENERAL USE"ISSUED TO V ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST a �OF MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. LOCATED AT PA Medium Sand �pGE NOTES: C-2 2.5Y 6/6 1008 FALMOUTH ROAD (loose) CENTERVILLE, MA \\ 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF - - - -- -- ---- ------------ - - -'�� OU"(E 281 EACH SEPTIC SYSTEM COMPONENT. 120" 55.50' SCALE: 1 INCH = 20 FT. DATE: MAY 11, 2010 ROp.D QR Y No Mottling, Standing or Weeping Observed kPtiz� y o 10 20 ao ao FEET TN wP �, °F" - - _ _-__ _______ 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF PREPARED BY. Fp`L1� so' tDE'PUg`,C THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST I RESERVED FOR BOARD OF HEALTH USE2 +N `m, w PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL ��� JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. " EAST WAREHAM, MA 02538 SITE PLAN 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 11 AND _ _ 508.273.0377 SCALE: 1"=20' ESTUARINE WATERSHEDS. Drawn By: MCP Designed By:MCP IChecked By:JLC JOB No. 1809