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HomeMy WebLinkAbout0205 OLD POST ROAD (CENT.) - Health 205 Old Post Road Centerville A=209-057 5 M E A D No.2•153LOR UPC 1253E amead com • umb to USA r0AI mums"woacra SH aummomm amwo� axocrn No. "G (( '.Z Fee a 0 THE COMMONWEALTROF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS AppYiratiou for Vsposal *pstem Coustrurtiou Permit Application for a Permit to Construct( ) Repair(t,4 Upgrade( ) Abandon( ) Nteolmooplete System ❑Individual Components Location Address or Lot No. 2 o 5- o L Pis'+ 20,94 Owner's Name,Address,and Tel.No. E Jn✓L tZ / ti Assessor's Map/Parcel 2 O Installer's Name,Address,and Tel.No. 1Po Sys '7 so Designer's Name,Address,and Tel.No. C4AeWi6f 641 rc t i2rt�cs LL C <- �12 S.C.�'�� '� S y I' 7-1 Type of Building: Dwelling No.of Bedrooms '3 Lot Size q 3 f?J�i --Sq.ft. Garbage Grinder( ) Other Type of Building lj,1, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 ,30 gpd Design flow provided 3 S 5- . Z gpd Plan Date P� Z Z a k Number of sheets I Revision Date T Title 00,07 r � Size of Septic Tank 1�5� 15* L4 —l 0 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) l5bo (W i-U.,,,A ::m (�p� TO 2 o Tug -Zo t �o �W5, y 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 Health. Si Date 01� Application Approved by Dateuu Application Disapproved by Date for the following reasons Permit No. f�--62 X Date Issued � 1 i l No. G 2 v Fee a d r THE COMMONWE�LTI F MASSACHUSETTS Entered in computer:es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 010pYitation for Misposal 6pstem Construction Vermit Application for a Permit to Construct( ) Repair(yj: Upgrade( ) Abandon( ) omplete System U Individual Components Location Address or Lot No. Z o 5 o L A Qa-,T (Lo,a j Owner's Name,Address,and Tel.No. C jn a 2 Assessor's Map/Parcel 2 d Installer's Name,Address,and Tel.No. Qp -7 4i 3 Designer's Name,Address,and Tel.No. C•'�PEcviI�E EvirEs �nsistt c G e 1T c• 0 -0— Type of Building: { Dwelling No.of Bedrooms Lot Size ��1 jet sq.ft. Garbage Grinder( ) Other Type of Building 45.3,11 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 t5 S_ 1- gpd Plan Date 2 ` Z O 1 1 Number of sheets I Revision Date Title -1 O Size of Septic Tank l4 - I O Type of S.A.S. 1 i f Description of Soil i Nature of Repairs or Alterations(Answer when applicable) (jam ,AL 14- ID 1 D4,A 16 ZO) T"J,k AA 14l Date last inspected: So t 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. Si Date d-Z.5, Z O 1 J Application Approved by Date Application Disapproved by Date for the following reasons I Permit No. G I 7 X Date Issued -o -'k----------------------------------------------------------------------------------------------------- -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at a t)5-, Q,j aoo j "A..- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No._') 011- dated Installer 0✓6 c 5 t.,,k L Designer #bedrooms ` Approved design flow 2 f] gpd The issuance of this pe it shal not be construed as a guarantee that the systewiwill fun s signed. Date Inspect r --------------------------------------------------------------------------------------------------------------------------------------- No. 0 — Fee 16& THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( n Upgrade( ) Abandon( ) System located at a.0`] l')i �� �.oy4 l..@r.'�of���N y.( and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction 7ut be completed within three years of the date of this permit. Date j Approved by / Town of Barnstable Regulatory Services Thomas F. Geller,Director MAMPublic Health Division 16 ► Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: g_3 ( Sewage Permit# Z o 11— 19 1 Assessor's Map/Parcel ZO q 7 Installer &Designer Certification Form Designer: S C Eo � oee Con , Tin C. Installer: G01(0ew;ck'_Er�F��c[szS Address: 2t.54 Ccanloce-rV 4gnwoy Address: Pe iz g 50$-273-03 77 On S ` 2 S 2 o t I �r �:i was issued a permit to instal) a (date) (installer) septic system at Zb✓� old fpS+ Goad based on a des;gn.'drawn by (address) G Enf1ioaec o� , Tv1e_ dated (designer) .1 certify that the septic system referenced above was installed subst..wially according to the design, which may include minor approved changes such as latcra: relocation of the distribution box and/or septic tank, Stripout (if required) was ins!)ec:ted and the soils were found satisfactory. I certify that the septic system referenced above was installed with irajor changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocatio n of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) c cted and the soils were found satisfactory. JOHN L. F CHURCHI;L JR. (I ler's Signs u ) 1vu 1 41E�' i esigner s SignatureARNSTABLE (A tx De gn �` Here) P SE RETURN TO PUBLIC HEAL DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH HIS F-:)l2M AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEA:,TH DIVISION. THANK YOU, q;loffine formsldeMenercenificmion I'orrn.doc rr TOWN OF BARNSTABLE LOCATION �S Q I d s r � SEWAGE# z® It L 9`l VILLAGE l'.e. /L- UJA I� ASSESSOR'S MAP&PARCEL 6AJOr --�`7 INSTALLER'S NAME&PHONE NO. CP�G 17t1k �i Le pfi;A f �-7? 8� SEPTIC TANK CAPACITY (5 p 0 trl U n� � (Q 1 ( Wz 3 LEACHING FACILITY. (type) &C Aek U (size) .�,2 X 2 5— NO.OF BEDROOMS 3 OWNER S PERMIT DATE: ?►b 1.n L COMPLIANCE DATE: Z G, o 11 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility lVd G I 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 (! Q,a 3 314- 1 a o*rnt: Town of Barnstable ILI '� Department of Regulatory Services / 1 Public Health Division Date MAES. 1039. 200 Main Street,Hyannis MA 02601 Date Scheduled �(� Time Fee Pd. Soil 'Suitability Assessment for Sewa a Disposal Performed By: Witnessed By: LOCATION& GENES INFORMATION / Location Address 20'S OLA P05T /ZOA c Owner's Name FlnA 1`1 e I so✓t Address 16 Sae.b�e Yk Drtv.(— g' Ce�nWUI tQ� o6�eb 3 2- f �� �. SG .�wiemrr�S Assessor's Map/Parcel: �®g -O s-]V En 'neer's Name K.I' NEW CONSTRUCTION REPAIR Telephone# t-(Z �Q 11 5�-2 73-0 3 77 �. Land Use s+:�s(e �ami11 duzk(4vt, '2- s � Slopes(`�) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 7 i0 ft —Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands fn proximity to holes) See a41cc� Q�� q T,a ::„8„8 C) ZZ SSt Parent material(geologic) guy yV1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 9i(eGti 6\ose(ucakfav) _ Depth Observed standing in obs.hole: in. Depth to soil mottles: (n. Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr. Index Well# Reading Date: Index Well level ,., Adj.&ctor � Adj.Groundwater level n PERCOLATION TEST bete 8-23-(t Thne i I Art Observation Hole# Time at 9" Depth of Perc 316"5y 1 Time at 6" Start Pre-soak Time @ '0 SA — Time(9"-611) End Pre-soak (:1 A H Rate Min./Inch Z Z ' Site Suitability Assessment: Site Passed ye-5 Site Failed: Additional Testing Needed(Y/N) / Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is io be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC L_ DEEP-OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture .Soil Color Soil Otber Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. Consisteni y.96 Graven b- Ldll�.r. y- 8 A $-36 `5 /OYr�✓6 - DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon,. Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenev.96 Grave tl A . LS >D 9r 5/1 r -36 LS �DYrS/6 - - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistcncv.%Oraveh DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi3tency. Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No— Yes .V__ Within 500 year boundary No'L 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? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 02119 (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 nd ex nce described in 310 CMR 15.017. Signature Date Q:\S.EFTICVERCFORM.DOC P. VENT ARCOAL �_ FINISH GRADE OVER D-BOX= 48.4'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROFILTER WITH CH GRADE - 48.40' - 48.93' GENERAL NOTE S TOP OF FOUNDATION = 49.1 + FINISHED GRADE OVER BIODIFFUSERS= PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6"OF FINISHED GRADE INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 480,+ ACCESS BOX TO WITHIN 3"OF METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = VARIES . (-5"DIA. OUTLET(S) F.G. (ONE PER OUTER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS 9"MIN. } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36"MAX. I DESIGN ENGINEER. PROP. PVC 9�MIN. 4.0' MAX. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE PROP. PVC 36 MAX. SEE NOTE 21 TOP OF SAS/B.O. = 4.4.93 SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. - --- 2" DROP MIN. _ 1j LXIST.SEWER WIPE MIN.SLOPEQI% 6" 3" 3"DROP MAX. 3" 9" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _..... L=1 T±MIN.SLOPE Q 1% JOINTS (TYP.) ELEVATION =44.93' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A �4 4'* A 10" PVC IN FROM 1.33' „'' 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF �' 14" 45.00' &4" EPTIC TANK 4" PVC OUT TO 0. o, (TYP') 10.75'(TYP) 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 45.7 B) LEACHING FACILITYCLEAN SAND 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. ' OUTLET TEE 44.77' MIN. 44.60' 44.50' 43.60' (laid flat) 2.875'(34.5" 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 45.25 48" (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE (TYP,) 5'MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 10.0'TO FND COMPACTED BASE REQ'D 25.0' AND DESIGN ENGINEER. 6"CRUSHED STONE I 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L. DATUM OF 50.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 38.50' BIODIFFUSERS (END VIEW) ESTABLISHED ON A NAIL SET IN A 12" HOLLY TREE AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. BIODIFFUSERS PROFILE PROPOSED 1 ,500 GALLON CONCRETE SEPTIC TANK (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6' WIDTH 5 -8 DEPTH 6-8" (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY THIS ELEVATION SEPTIC TANK PROFILE Precast Corp., Pocasset, MA) DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER.&REPORT TO 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 EEN MADE AS TO COMPLIANCE n TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM f ! .••,. ' Pt PERC NO. 13390 APPROPRIATE AUTHORITY. • + ' y!• ''• • • ' �0 INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • , � • EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • • r• THEY SHALL WITHSTAND H-20 LOADING. ' d • . V C.S.E. APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. / . •• hn • • •D • DATE: August 23, 2011 • ' •• • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE I ' + + • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. _ " • +� �'�' • •�+• ELEV TOP= 48.50'. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, OP� �N���Pj fig- -� ,�0 ; : s •#*' • '� • • • • • < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). R vEM /N�`'I� 65° A i, • •• Q p ` t •• ,p ff ELEV WATER= 38.50 Lp POS PY) GE OF PP w U.P.#TP N �Q� S4 PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN co 0 COVNr(W ED� ��N/ MAP 209 so • • • +0• • SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. l �y a �• , DEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: a Benchmark j S PARCEL 55-01 +• • ,, Q• 1 SO0 • TEXTURAL CLASS: 1 ASSESSOR'S MAP 209 PARCEL 57 ri Nail Set in Tree /� �-- S9, �+ • - Elev. =50.00' _ /��N� -� ,9S�2,pS� 6' LOCUS " • �' /� 26 � � OWNER OF RECORD: ELNA R. NELSON Iri Approx. M.S.L. £ o�N�w j � W a , , ADDRESS: TRUSTEE OF THE ELNA R. NELSON ESTATE TRUST p/N/W I e@Ch c ©+ • 0„ 48.50' 8 SACHHEM DRIVE 1 Litter a/N/� -� o �- �� • 4" Loam Sand 48.17' CENTERVILLE, MA 02632 N� 5°1g47"E \� \ � • ••• • • • • 11 A „ 10Yr3/1 8 , �� 47.83 FEMA FLOOD ZONE C l 2 PROPOSED 4" PVC VENT PIPE; I • • * // • " , COMMUNITY PANEL# 250001 0005 C EXACT LOCATION PER OWNER . .• / • .` I B Loamy Sand ��, - _ • ! ■ 0 41 10Yr 5/6 17. DEED REFERENCE: BOOK 21780, PAGE 155 i U.P.#3 CP • I �• • • • . 36" 45.50' 18. PLAN REFERENCE: P.B. 133, PG. 123 a PROP. D-BOX I ( • • 48.5' ! ` . : • i s a Perc v�P�� TP 1� f Q • „ . + 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. _48_ INV.=46.5'± `. 48.5 • G • +'� i 54" 44.00' PROPOSED INSPECTION j yp • • 1 • 20_ PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY #205 PORT WITH ACCESS BOX ` ---_ TO GRADE TYP OF 2 � • f' + FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXISTING O O ( ( ) 1 �" • ` • FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ` m o . �._ ! C Med.to Coarse Sand 48 3-BEDROOM --49- o _.r 2.5Y 6/6 u DWELLING / ems` Q °o`�'0 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE TOF = 49.1 ± PROP. TOTAL 20 ARC 36 HC #3616BD H-20 �y�' APPROVAL IS REQUESTED FROM 310 CMR 15.221 7 : ( ) O BIODIFFUSERS IN A FIELD CONFIGURATION � MAP 209 (1.) A 1.0'WAIVER(3.0-4.0') FOR THE MAXIMUM COVER OVER THE LEACHING SYSTEM. iNV.=46-5.±� c�P�" LOCUS PLAN SIG �_---_ � �&. PARCEL 54 ? 7 �C/O \ SCALE: 1"= 1000' No MottlOin Standing or Weeping Observed 47- g� 9 P 9 - 466 \ �� DESIGN DATA TEST PIT DATA LEGEND \ \� PROPOSED 1,500 PERC NO. 13390 ---46- \ GALLON SEPTIC TANK INSPECTOR: Donald Desmarais, R.S. 50xO EXISTING SPOT GRADE p NUMBER OF BEDROOMS(DESIGN) 3 EVALUATOR: Michael Pimentel, E.I.T. - 50 ---- -- EXISTING CONTOUR - :C.S.E. APPROVAL DATE Oct. 1999 DESIGN FLOW 110 GAUDAY/BEDROOM DATE: August 2011 50 PROPOSED CONTOUR TOTAL DESIGN FLOW 330 GAUDAY ❑, EXISTING OVERHEAD UTILITIES o° EXIST. CESSPOOL TO BE MAP 209 TEST PIT#: 2 MAP 209 0 �o DESIGN FLOW X 200 % = 660 GAUDAY , p moo, PUMPED AND FILLED WITH ELEV TOP = 48.50 - -�� - �/- EXISTING WATER LINE 43,139 S.F.± ELEV WATER < 38.50 PARCEL 52-02 00. !y CLEAN SAND (TYP OF 2) PARCEL 57 MAP 209 I USE PROPOSED 1,500 GALLON SEPTIC TANK I = PARCEL 52-07 % TEST PIT LOCATION PERC RATE = DEPTH OF PERC= 0 � 0 PROPOSED 1,500 GALLON SEPTIC TANK INSTALL 20 - ARC36 HC (#3616BD) BIODIFFUSERS (H-20) � TEXTURAL CLASS: 1 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 2` I SYSTEM CAPACITY Q PROPOSED DISTRIBUTION BOX i (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0„ , Litter SWING-TIES SCALE: 1" =20' (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY 48.17 Q PROPOSED ARC 36HC (#3616BD)BIODIFFUSER(H-20) DESCRIPTION HC1 HC2 A 4' Loamy Sand 48. ' TOTALS: 8„ 10Yr 311 47.83' SEPTIC COVER IN(1) 26.2' 12.7' I TOTAL NUMBER OF BIODIFFUSERS: 20 Loamy Sand SEPTIC COVER OUT(2) 31.4' 19.8' TOTAL NUMBER OF COUPLINGS: 0 B 10Yr 5/6 TOTAL LEACHING AREA: 480.0 BIODIFFUSER CORNER(3) 47.7' 42.2' TOTAL LEACHING CAPACITY: 355.2 36" 45.50' Rom/ DATE BY APP'D. DESCRIPTION MAP 209 BIODIFFUSER CORNER(4) 53.0' 40.8' PROPOSED SEPTIC SYSTEM UPGRADE PARCEL 52-02 BIODIFFUSER CORNER(5) 75.2' 65.8' NOTE: PREPARED FOR: EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE • BIODIFFUSER CORNER(6) 71.5' 66.T i CAPEWIDE ENTERPRISES _ DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C Med. to Coarse Sand "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y 6/6 DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED LOCATED AT HC-1 (6 JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. 205 OLD POST ROAD (3 CENTERVILLE, MA 02632 #2045 (1 (22 „ SCALE: 1 INCH = 20 FT. DATE: AUGUST 24, 2011 5) 120 38.50 0 10 20 40 80 FEET NOTES: EXISTING O 25• 3-BEDROOM p` p.8 (4 0 _ L'rlrigss No Mottling, Standing or Weeping Observed 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM DWELLING �� o�� a�yG PREPARED BY: COMPONENT. TOF =49.1'± RESERVED FOR BOARD OF HEALTH USE JOHN L. sc�, JC ENGINEERING INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING HC-2 CHURCCHILLJft. <n 2854 CRANBERRY HIGHWAY SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO N 418 EAST WAREHAM MA 02538 ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. ? °�r ci . ' SITE PLAN - 508.273.0377 3.) ENTIRE LOCUS PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. SCALE: 1"=20' Drawn By: MCP Designed By:MCP i Checked By:JLC JOB No. 2051