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HomeMy WebLinkAbout0052 GEORGE STREET - Health -52 George Street Hyannis.. A= 201 —081. �� \ 0 0 ° j',. TOWN OF BARNSTABLE . ✓. LOCATION j 2 (-RcKge $ SEWAGE# W .2(o9 VILLAGE #.yan4(S ASSESSOR'S MAP&PARCEL �9/ 6f I INSTALLER'S NAME&PHONE NO. l q;y'u1 dk Z,* 11 p 2 no SEPTIC TANK CAPACITY 1.500 -14 /U LEACHING FACILITY:(type)' 3( eW-(size) 3 X �U NO.OF BEDROOMS ,3 OWNER2 CL.R PERMIT DATE: $, 2 —2 c oq COMPLIANCE DATE: 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�• o��rfix C.Lc ' rf. tv c w 17 c V. No. 2490 1— ` 6 Fee fOD THE COMMONWEALTH OAF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes applitatlon for Blsposaf Opstem (Construction Permit a Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 5a sr rem l�yw»�►r Owner's Name,Address,and Tel.No. TP S Assessor's Map/Parcel Installer's Name,Address,and Tel.No.Af ewj4 th kq►S e) Designer's Name,Address,and Tel.No. f7 1 0 13 7�3 Z i�sti c�rYmS.,�rti, G•wl Type of Building: Dwelling No.of Bedrooms 3 Lot Size 13 e�� �- sq.ft. Garbage Grinder( ) Other Type of Building S, I L No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided J gpd Plan Date .5- Zoo! Number of sheets Revision.Date Title J a Pzs�R P Size of Septic Tank 1'J 0<3 Type of S.A.S.( 2) J­&_ ZC.4 e, Description of Soil p �13-t •-'I (a' ��ot c Nature of Repairs or Alterations((Answer when applicable) 061.) I j_6a !Wk a-I& -Do" -30y. To l Z c� 1►�2 G5 S 1 QJ+C�.y. 1 �) -Cb i�D�. < 9��- 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. Signed Date ?-'SOS' Application Approved by 1 •S Date V Application Disapproved by Date for the following reasons Permit No. Po ei Date Issued ;,,�.c+:._.A. ., 4i+�'+•�tfjMhrt",., �Q"--^-a,-,.--�..,-:....>...+-•;+,. '-:+-.✓.J�.�•` '�:r;r:�+�9i►.ay�vrnt3�:'.F-.:;:,.,::;c4'ira`'`as.,,:,?s�::.:+,'..r-:•�"r...�.W.-..�:;5+--�..�-.:...�...-,..�-. IL g ��'tY" "s.: w• ��S A..C.� �IQo/vJ S,�` TU FfiU�/�J9 7/G��----�.Y. s Fee /Oo i � ~ ,• ^: THE COMMONWEALTH OFlr.MASSACHUSETTS Entered computer: t/ r Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal bpotem ebustruction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) JK.Comple&System ❑Individual Components Location Address or Lot No. 5a Geo e S7 CCe=C Inns Owner's Name,Address,*On Tel.•.No. y bey .Te A,, ll;i'( Assessor's Map/Parcel aci g Installer's Name,Address,and Tel.No.CA j k,,e q' e) Designer's Name,Address,and Tel.No. S L oZ0 r o k 7�3 2--�3,�3,�:�. Z6s��c. S•a. , t�t,�-1 E•wACf-,kka Type of Building.. Dwelling No.of Bedrooms 3 rr Lot Size 13,Z8 a + sq.ft. Garbage Grinder( ) Other Type of Building S;n �f No.of Persons Showers( ) Cafeteria( ) J Other Fixtures Design Flow(min.required) 3.3 O gpd Design flow provided 3 gpd j Plan Date 5-ZS 2_000i Number of sheets Revision Date Title SdA GCes r. Size of Septic Tank Type of/tA.S.� �� ,S�.R,� �S) \ 4-f�o L e 1 Description of Soil Nature of Repairs or.Alterations(Answer when applicable)(, 1)Oa WA-1, W-,IOM`'7 �- 30y To � � 5fi 1��� o✓e�+cl.� , \ 1z`l Wib� -1 3 0 ' 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°slued by this Board of Health. p Signed / Date p - Z(o- 1.0QCr Application Approved byj� / s . .S Date h - Z!o - ZQO Application Disapproved by Date for the following reasons , Permit No. Z DEC(— Z q Date Issued, 24v Gl- 2 6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired K) Upgraded( ) Abandoned( "�)by �A 0(,t,J, Fes(! rl J C) �.►t. at 53, VLogrx � �•h.dLi I has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�� dated 8 001 Installer T,�.t�..t t ��f 1��� U-C Designer .J .G #bedrooms �_ Approved design flow 3 O gpd The issuance of this vit shall not be construed as a guarantee that the syst�mWil1 ction s designedDate ) 5/c� Inspebtor No. Zo O 2 6G Fee / THE COMMONWEALTH OF-MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i9ermit ZZ-4 Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located"at i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Ti ' Z 20 OG Approved by f Town of Barnstable P# I �? gyp' Department of Regulatory Services Public Health DivisionMAIM bate • � .6Jy ♦� 200 Main Street,Hyannis MA 02601 �FD AAA't� Date Scheduled 0 Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: H(dA t8'l T((Y)en" 1 !-TI G S(1r Witnessed By: 01�7 tv. LOCATION& GENERAL INFORMATION Location Address S CO t•cf_ S i r ee Owner's Name M,(TCLA_SUL �I N dl I f Address2 Assessor's Map/Parcel: l `081 Engineer's Name C4 f4A.J:U-0- Sy s S -fsPlgtl�e�tIL� NEW CONSTRUCTION REPAIR Telephone# `'f 1-��O?.� k 550-6-273 0 3.7 7 Land Use S1Agle Frnr�1y/Ct51dc�N�) Slopes(%) 6-1 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line -7 10 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See- -Aacl e.d &A Aoki y Parent material(geologic) GU�LaO5�N Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 7 150 u`k 3 Weeping from Pit FAce (3�Q ` bd-3 Estimated Seasonal High Groundwater 7 t 3o s DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: PrMct obseju-tiara Depth Observed standing in obs.hole: In, Depth to soil mottles: l 3 d in. Depth to weeping from side of obs.hole: 7 i 3 0_ in. Groundwater Adjustment fr. Index Well# Reading Date: Index Well level Adj,factor Adj.C)roundwater Level, PERCOLATION TEST gate 7-21 y Thne 4t hM Observation Hole# 1 — Time at h" Depth of Pent 2(o" y y / Time at 6" ' Start Pre-soak Time @ tro 5 At1: - 'rime(9"•6") _ J End Pre-soak I I:I I A n ` Rate MinJlnch z 7- Site Suitability Assessment: Site Passed V 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:\SEPTIOPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture .Soil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. jConsistency,%3rave Fell I (c-Z(o S -lV%u s rc�21 Z(o-ld0 CA C5 `� 2.�Y 6/6 �-�o�� Sro�c.I lCo-r3D c -Z DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soii'Horizon Soil Texture Soil Color' ' Soil 4 Other Surface(in.) , (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 1,fib - g-1091 Scc�cj 26-I610 . C-1 CS 23 t`�6 . syo 100-130 C-Z M S 2.5 i 1/6 _ ce.s I , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ConsistencX. Gravel) i DEEP OBSERVATION HOLE LOG ' Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency, i j Flood Insurance Rate Map: - Above 500 year flood boundary No Yes ._V_ 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on a"2 1"9,9 (date)I have passed the soil evaluator examination ap proved'by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training expe ' e an experience described in 310 C1VIlt 15.017. Signature Date Q:\SEP1nMERCFORM.DOC a 1'OWn Of barnstame Regulatory Services i ae i Thomas F. Geiler, Director i 0,79: � Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 � Office: 508.962.4644 Fax- Installer & Designer er c 'on Form Date: 0G1-6ver 1 l0 o 7 Designer: -Te- en i'oeect(1� ---9 �n�__�,___, Installer: �> >w•�s� E�nFer��ts�, . Address: Zb.5 k Cco.,loe .�1h_14 Address: P Cask Wviceln om HA- b--�5�f� C . f� \\� ,/l�✓�...... ©2c.3 � On- -2�0- 2�Oq �— '� was issued a permit to install a (date) (installer) septic system at 5?(,�'r5 e_ s t c e e--t based on a design drawn by (address) Wtic. dated lr, LLio`I / (designer) V I certify that the septic system referenced above was installed substantially the design, which may include minor approved changes such as lateral reocation of:ht, distribution box and/or septic tank, 1 certify that the septic system referenced above was installed-with,major changes ().c greater than 10' lateraI relocation of the SAS or any vertical relocation of any componen of the septic system) but in accordance with State & Local Regulations. Plan revision of certified as-built by designer to follow. Cap 1W J01.0,1 L. c. ( ller's Signatu ) cHuwOWIL.I. _W �' JR. W Ni; 41 HCH (Designer's i e) (A.ffi esigner's ;gip Here) LLEASE MU T C p L C B - UN. E I CATE B C CEIXEB E g U. VAS O Y. 0: Healthiseptic/besipar Certification Form TR 114 J 94R 9J 7. RRC v1W T?I-474NTciw-4nf WA RR: bR AnO7.-TO- inn TOP OF FOUNDATION = 45.4'± PROVIDE CONIC. RISER WITH INISH GRADE OVER D-Box= 44.4 +. 4"SCHEDULE 40 PVC MIN. SLOPE I% ' GENERAL NOTES FINISHED GRADE OVER BIODIFFUSERS=-43.8' - 44.4 COVER OVER INLET&OUTLET FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH ACCESS BOX TO SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE WITHIN 3-OF F.G. (ONE PER TRENCH) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 44.7'+ 5- DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. F-1 - ­_______.­ -1 . �I ___­ ­ - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 44.5'+ 20"MIN.ACCESS 36"MAX. DESIGN ENGINEER. COVER(3 TYP.) 9"MIN. 9"MIN. XIST. SEWER PIPE 36"MAX. 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 36"MAX. TOP OF SAS B.O. = 41 .43' SYSTEM UNLESS OTHERWISE NOTED. F 6" 3' 2"DROP MIN. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 1.SLOPES 1% 3-DROP MAX. 3" 9" JOINTS (TYP.) ELEVATION =41.43' FOR A DISTANCE OF 15"AROUND THE PERIMETER OF THE SAS. UNLESS A PROP. PVC 10" 4"PVC I q FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF SEWER PIPEJ 14" 1 -75' SEPTIC TANK • 4" PVC OUT TO 1.33' 16"TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEA CHING FACILITY 0.90, (TYP-) 10.75"TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. IN]FROM T 71717 M TANK 10 n7Y;WP 42.00' 12" F6- 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. :M OUTLET TEE 41 .50' MIN. 41 .33' 48" 41 .00' \-40.10 (LAID FLAT) -2.875'(34.5") 5.75' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE 5.0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS �-22"ZABEL FILTER MODEL 4-3 � 543 OVER MECHANICALLY (TYP.) NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 1>4'TO FND- #Al 801-4x22(GAS COMPACTED BASE MIN. 11.50' AND DESIGN ENGINEER. BAFFLE ON BOTTOM) 5 OUTLET DISTRIBUTION BOX 30.0'(TYP FOR BOTH TRENCHES) 6"CRUSHED STONE 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 44.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 33.17' COMPACTED BASE PIPES TO BE LAID LEVEL. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6" WIDTH 5' 8" DEPTH 51 811 (Dimensions per Wiggin CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES 'CONTRACTOR TO VERIFY ELEVATION o, SEPTIC TANK PROFILE Precast Corp.,Pocassset,MA) DISTRIBUTION BOX DETAIL 12 ARC 36HC (#3616BD) BIODIFFUSERS 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 CONIC. 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 P, PERC NO. 12624 APPROPRIATE AUTHORITY. INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. C.S.E.APPROVAL DATE: Oct. 1999 DATE:- 2009 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. July 29, 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= 44.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER= <33.17' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). MAP 291 MAP 291 PERC RATE <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PARCEL79 PARCEL78 DEPTH OF PERC = 26"-44" 16. PROPOSED PROJECT IS LOCATED WITHIN: _ TEXTURAL CLASS: 1 ASSESSOR'S MAP 291 PARCEL 81 PROP. 1,500 GAL. Benchmark z 43--_ SEPTIC TANK Nail Set in Fence Post •LOCUS OWNER OF RECORD: JEAN M. D. MITCHELL Elev. =44.00' MAP 291 ADDRESS: 52 GEORGE STREET Approx. M.S.L. 01. 44.00' PROPOSED INSPECTION PORT WITH PARCEL77 I Fill HYANNIS, MA 02601 ACCESS BOX TO GRADE (TYP OF 2) -U,45"W 6 43.50' 1.5' 1 5.22iLOCUS Loamy Sand 1 P2 44 B 1 OYr 5/6 FEMA FLOOD ZONE C (5-10%gravel) COMMUNITY PANEL# 250001 0005 C PROP. TOTAL 12 ARC 36HC BIODIFFUSERS 44.0' 44.0' (6 BIODIFFUSERS EACH TRENCH) .75 26" 41.83' 17. DEED REFERENCE: LAND COURT CERTIFICATE 70624 Perc CID ' PROPOSED IMPERVIOUS 40 Nll� 44 9 0.01 GP > " 40.33' 18. PLAN REFERENCE: LAND COURT PLAN 14034-H (SHEET 1) MIL. GEOMEMBRANE LINER K 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 1 0 0 0 X I Coarse Sand PROP. 90"LONG C-1 CESSPOOL TO BE PUMPED 2.5Y 6/6 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY C6 SWEEPING I�VD AND FILLED WITH CLEAN COARSE (5-10%gravel) FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY W/2 CLEANOUTS----44 SAND &ABANDONED(TYP OF 2) (loose), FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED DISTRIBUTION BOX CONC. 21. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL A X-X-X-X- IS REQUESTED FROM 310 CMR 15.211: 11 V=43.7'+--/ INV.=43,9'± 35.67' < 100" (1.) A 9.2'WAIVER(20.0'- 10.8')FROM THE HOUSE CELLAR TO THE PROP. LEACHING FACILITY. Lu #52 MAP 291 to Medium Sand !T ;;4- EXISTING C> C14 LOCUS PLAN C-2 PARCEL80 Cf) (6 3-BEDROOM GARAGE 2.5Y 6/6 0 04 C-) V_ C) (loose) DWELLING MAP 291 SCALE: 1" 1000' 00 z TOF C5 45.4'± 0 C14 130" , 0 33.17' CS4 PARCEL82 No Mottling, Standing or Weeping Observed TEST PIT DATA DESIGN DATA LEGEND MAP 291 PERC NO. 12624 PARCEL81 50x0 EXISTING SPOT GRADE INSPECTOR: David W.Stanton, R.S. Wq NUMBER OF BEDROOMS (DESIGN) 3 13,282 S.F.± EVALUATOR: Michael Pimentel, E.I.T. 50 EXISTING CONTOUR II DESIGN FLOW 110 GAL/DAY/BEDROOM > TOTAL DESIGN FLOW 330 GAUDAY C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED CONTOUR 44- DATE: July 29, 2009 10 DESIGN FLOW X 200 % 660 GAUDAY TEST PIT#: 2 O/H/W EXISTING OVERHEAD UTILITIES LU > USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP 44.00' < W EXISTING WATER LINE LL. ELEV WATER= <33.17' TEST PIT LOCATION R=1761 . 5 PERC RATE INSTALL 12 - ARC 36HC (#361613D) BIODIFFUSERS _43- - ; DEPTH OF PERC PROPOSED 1,500 GALLON SEPTIC TANK 43- -43- EDGE OF PAVEMENT SYSTEM CAPACITY TEXTURAL CLASS: 1 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE - GEORGE STREET 2) o (40'WIDE LAYOUT) (TOTAL L.F.OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD 0 PROPOSED DISTRIBUTION BOX (4 3) 0 (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING DAY 0. Fill 44.00' PROPOSED ARC 36HC(#3616BD)BIODIFFUSER 6' 43.50' TOTALS: Loamy Sand HCA B 1 OYr 5/6 (5-10%gravel) HC-2 TOTAL NUMBER OF BIODIFFUSERS: 12 26" 41.83' TOTAL NUMBER OF COUPLINGS: 0 #52 TOTAL LEACHING AREA: 468.0 SQ.FT. EXISTING TOTAL LEACHING CAPACITY: 346.3 GALJDAY REV. DATE DESCRIPTION----.----,-..---. 3-BEDROOM GARAGE PROPOSED SEPTIC SYSTEM UPGRADE DWELLING C-1 Coarse Sand 2.5Y 6/6 PREPARED FOR: (5-10%gravel) NOTE: (loose) CAPEWIDE ENTERPRISES EFFECTIVE LEACHING AREA OF 7.80 SIF/LIF OBTAINED FROM THE SCALE: 1" = 20' DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER LOCATED AT "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO 100" 35.67' SWING TIE MEASUREMENTS ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST 52 GEORGE STREET MODIFIED OCTOBER 30, 2008). TRANSMITTAL NUMBER=W000052. 2 Medium Sand C- DESCRIPTION HC1 HC2 2.5Y 6/6 HYANNIS, MA 02601 NOTE: (loose) SEPTIC COVER IN (1) 23.8' 57.2' 130" 33.17' SCALE: I INCH 20 FT. DATE: AUGUST 25, 2009 0 10 20 40 80 FEET 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE SEPTIC COVER OUT(2) 18.7' 64.9' 1 No Mottling, Standing or Weeping Observed TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. 1,4 OF BIODIFFUSER CORNER(3) 10.8' 77.7' RESERVED FOR BOARD OF HEALTH USE J HN L. PREPARED BY: CHURCHILL JC ENGINEERING, INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE BIODIFFUSER CORNER(4) 18.9' 89.1' U JR. CML 2854 CRANBERRY HIGHWAY LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE No 180 BIODIFFUSER CORNER(5) 42.9' 97.1' CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. EAST WAREHAM, MA 02538 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS SITE PLAN BIODIFFUSER CORNER(6) 1 39.9' 86.8' 508.273.0377 ARE NOT CONSISTENT WITH TEST PIT DATA. SCALE: 1"=20' Drawn By: MCP Designed By:MCP I Checked By:JLC JOB No.1640