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HomeMy WebLinkAbout0030 ISALENE STREET - Health 30 Isalene Street - Hyannisport A=267-079 r I v I TOWN OF BARNSTABLE s�� !yO � LOCATION 3o 1 S AI e" 5}- SEWAGE Of VILLAGE W pv) f ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. C aVt cv(C)4 W f '/U Z X SEPTIC TANK CAPACITY IS-0 U Pf/b LEACHING FACILITY:(type), i y Q a f c!c C/ (size) 3 ,x 30,Y NO.OF BEDROOMS 3 OWNER If 2/7 e Alf PERMIT DATE: COMPLIANCE DATE: O Separation Distance etween the: Maximum Adjusted Groundwater Table to,the Bottom of Leaching Facility iro F 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 J �ti P g y � s 7 At 0 f3r 33•b RZ 34-0 ab 3V. (o �f 11.0 ,31 q ►•o 93 d3•v cy ;t), 0 G� -3ie. 0 G� 33.0 No. y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pprication for Migogar 6pgtemc Cottgtructtott permit Application for a Permit to Construct( ) Repair�4_Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. s\ Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel �LC7 y � c 1� 2.� . i Installer's Name,Address,and Tel.No.0 kQ e W��`Q q/cN�V Designer's Name,Address and Tel.No. Type of Building: �- Dwelling No.of Bedrooms Lot Size I J j �� 4:, sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 7 Design Flow(min.required) J 3-b gpd Design flow provided SS'L,I gpd Plan Date \ Number of sheets r Revision Date Title 3b �C Size of Septic Tank Type of S.A.S._ .y:cat� Qe�� y ���•.�.5 r�c5 Description of Soil ©p �` (�_ (2��t Nature of Repairs or Alterations(Answer when applicable) U_m u,—c-. �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 issued by this Blth. tj*. Date ` Application Approved Date Application Disapproved by: Date for the following reasons Permit No. "-� Date Issued .., -e: i.-s -v,.;...Ft p:-•"^+... - ay.,S,o;. - ',yo9 �rNw.r•�,... '"'►f.R'" �a...�,:•.".�,`f3'v +�.-+....+�-". .ems»...:5i... .., .r, ,�...u._+.:: r :x No. ��,((J � c_3a� � a��." Fee fl&COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH'DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes tl liration for Miopogal pgttm CDn.5truction permit. Application for Permit to Construct( ) Repair V) Upgrade{ ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or.Lot No. `� ,c.!`C 1` �S� Owner's Name,Address,and Tel.No, Assessor's Map/Parcel (, �'r� , �•.� ' �- .,- 62 �\ 1 Installer's Name,Address,and Tel.Nr�o. \^,� 'L� Designer's Name,Address and Tel.No. z ` tV VA Type of Building: Dwelling No.of Bedrooms Lot Size �� �' sq. ft. Garbage Grinder ( ) -, Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33- gpd Design flow provided gpd " �•._-Plan, Date Number of sheets I Revision Date Title Size of Septic Tank Type of S.A.S. cz)„. Description of Soil �' Q (�,y� �\ " Nature of Repairs or Alterations(Answer when applicable) \j+b 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 Boar of Health. Signed Date '8° _ Application Approveft Date Application Disapproved by: Date IL for the following reasons _�r ; Permit No. rj V '3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certiftrate of. Cony Nance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned( )by �I�p.�,w,C L A e C ()r'N Sc s at 4.� c A c_ c has been constructed in accordance with the.provisions of Title 5 and the for Disposal System Construction Permit No. '-3a-( dated. g Installer L,,4-0t4^)%J-0. 0 Designer #bedrooms' �, Approved design flow �• / gpd The issuance of this permit sh�al'l rot b construed as a guarantee that the system will fddnction,as desi ed. C Date Inspector 17 � � f r No. ("7t✓`� C ^. C� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migo!gal 6pgtem Con.5truction J)erntit Permission is hereby granted to Construct ( ) Repair (k) Upgrade ( ) Abandon ( ) System located at ""� ,�, S� ., e e, and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date d j 16 1�e Approvefty !x. ! I i (( low a, of narnstabie>, t Regulatory�S' ices 1 -MA IN 151a. F `li lzwriag F,Geiler,31)ieector Public Health biyisiou + Thomas McKean, Diarector i'0o Main Street Ilya nnls,MA 02601 ; Office; 508-862.464 - ! i Fax: 508-790-6304 it ! I1staUer t4C Eical au Cc t�� tip oil F tiY1 I t Date: Desitner: �. _roc t f1 C t<r 1 +I 1 C installer: 40Ew ae. Address; dti 5 Y LSLti1,P�'il -i f°�w .- -- Addt'ess'• Wn 7 On was issue 1. rmit to install a staller) ! ° i;t t s a ! i septic system at �3 h ►. �1 e vi }< ' i _ � ;based on a design drawn try �." (address) �' ! ! C. tiocer�n 'roc dated! ��ly 3► (det�gn r) I certify that the septic system referenced above ';was installed substantially accordiitl; to °{ the desir►, which may include minter;approved changes sucks lateral relocation of the I. distribution box, andJor�sepfic tank. � j I i ! f l certify that the septic system referenced above;was installed with major changes (i•e. greater than 10' lateral relocation of the SAS or any Vertical`rolooation of any componcrit of tile.Septic systern)'but it accordance with State & :Local Regulations. Plan revisifln or certifi+Wd as-built by designer to follow. E i tallcr's ign �re) '` i ! I i' / ,.ref=ar f t• ; i (I3estgn,er's t e) I (Ai eslgner's amp sere): " sE IEtET TO S L $ T V ON. C iFI A'rE OF CO NC 1;� S I ! IEMK k I! D SiONT Q. Heaith/SepticlI)esig'ner Cettificatiori Form i 1 0 -d # 2-92'0 2LZ soS j DNI833NI6N33.r WV Zo: T T Booz-6T-f)Ilti I TOWN OF BAR O � r LOCATION 3U i 5AJg S� SEWAGE US — VILLAGE W . I ayn 1 nuY f ASSESSOR'S MAP&PARCEL �31 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY Iry LEACHING FACILITY:(type) i y Q�� j� C/ (size) 1,1) ,� �x 0 Y NO.OF BEDROOMS 3 OWNER 1 rpn e /e-,e A to i PERMIT DATE: _ COMPLIANCE DATE: �0 I Separation Distance etween the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility lew s 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) ,n, Feet FURNISHED BY L r3 y i C Jr 7 Li /}1 o4,v ar 33.a AZ 3q,0 3� 3V, (0 41.0 C3 46..' 33 a3.0 cy x-), v c U 311. C' C 33.0 ' r� Town of Barnstable P# Department of Regulatory Services . Public Health Division Date FD 3 A�� 200 Main Street,Hyannis MA 02601 Date Scheduled �a 291 Time '1 Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: g �lG�flp�i� �IrY1Cll �l Tl Witnessed By: LOCATION& GENERAL INFORMATION Location Address O .� �� �T fye Owner's Name Tc-q Q.nh�j,�rV Address t`�• � P (I 30 r�leie S4. +N.Engineer's Name �tQ,�,,�� Assessor's Map/Parcel:/Parcel: ' �f Z��lp?cj ,t Q- rD-� NEW CONSTRUCTION REPAIR Telephone# �-1� ' Land Use Stasie�/j 4041 klcl Slopes m 1-2- Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line l U ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) See �.{adr� elOVf 2�1��fle d �` Qr�Pmsdc� SeQk�c SYS k VL e- low r; ,��eQcr�d by - e'63meerirl 1�►C_ JOW Zoiy 3t, 10418. ru a m $ C= , . N OD � v, rn r Parent material(geologic) L1U wG S� Depth to Bedrock 7(ZO Depth to Groundwater. Standing Water in Hole: 7 1'� �S 5 Weeping from Pit Face 5 26 i0 55 Estimated Seasonal High Groundwater `� (10 �05.5 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: �t�er,E 6�pSQ;LsElpa Depth Observed standing in obs.hole: '7 t20- — _in./Depth to soil mottles: In. Depth to weeping from side of obs.hole: '7 12[[)_ _in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor -®- Adj.Groundwater Level,9 PERCOLATION TEST Date 7-29-0bi Time LU 17 Observation _ Hole# / Time at 9" .o Depth of Perc 2 Time at 6" Start Pre-soak Time @ 1 2 — Time(9"•6") ` End Pre-soak /V:/7 Rate MinJInch C Z Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(YIN) /y 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:\SEPPICU'ERCFORM.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 /0 ��r3ff - � - a -12 o G 11-C s�r►d , >y � I�el DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color -Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 6 — 2,6 'l 20 e h,G s a,61 2,,✓ 744 /06 S e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Csistcncy,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munse'..1) Mottling (Structure,Stones',Boulders. onsi en Flood Insurance Rate May: Above 500 year flood boundary No— Yes .- Within 500 year boundary No Yes w Within 100 year flood boundary No✓ Yes r 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? y'0_5 If not,what is the depth of naturally occurring pervious material? -- 3 Certification I certify that on /0•'27'9 (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,expertis nd experience described in 310 CMR 15.017. Signature Date 7.2 9,.(j c2 QASBPTICIPERCFORM.DOC ------------ ------ FINISHED GRADE OVER SAS= 34.01± 34.3#± GENERAL NOTES TOP OF FOUNDATION = 35.6' ± INISH GRADE OVER D-Box= 34.5'± 1 UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS PROVIDE CONIC. RISER WITH INSPECTION PORT WITH SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY COVER OVER INLET&OUTLET FINISH GRADE OVER TANK EL.= REMOVABLE COVER OVER RISER TO ACCESS BOX TO GRADE APPLICABLE LOCAL RULES. FINISHED GRADE TO WITHIN 6"OF F.G. 34.5'± WITHIN 6"OF FINISHED GRADE SEE NOTE#21 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE @ FOUNDATION = 34.7'+ 5-DIA. OUTLET(S) DESIGN ENGINEER. 20*MIN.ACCESS 36"MAX. ACCESS PORT WITH BOX TO GRADE 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL COVER(3 TYP.)- 12"MIN. (ONE PER TRENCH) SYSTEM UNLESS OTHERWISE NOTED. 9"MIN. 1 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN EXIST. SEWER PIPf 36"MAX. 9"MIN. TOP OF SAS I 36"MAX. ELEVATION =31.33'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS F� 2" DROP MIN. PROVIDE WATERTIGHT BREAKOLIT= A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF MIN.SLOPE @ 1% 6' 3" 3"DROP MAX. 3" 9" , THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. �J JOINTS (TYP.) 31 .33' k3l" PROP. PVC 10" 4" PVC IN FROM 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SEWER PIPEJ 4"PVC OUT TO 14" SEPTIC TANK 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 1.75' O ­7 LEACHING FACILITY 7 00 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS 32.7'+ 16-(TYP) 00 t NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 32.00' 115"12" 30.96 OUTLET TEE 31 .32' MIN. 31.151 00 WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 48" 1 1 v I- 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 36.00'ESTABLISH ON A NAIL IN A \-22"ZABEL FILTER MODE,' -ars 6"CRUSHED STONE BOTTOM #Al 801-4x22(GAS 13" PINE TREE AS SHOWN ON PLAN. OVER MECHANICALLY 0.00, 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 10.0'TO FND- COMPACTED BASE 3 BAFFLE ON BOTTOM) DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 1.2' 4.0' EFFECTIVE (TYP.) 1.2' 5'MIN. 2.83'(34") 5.66'- 2.83'(34") AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 30.4' I ENGINEER. COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 24.30' 11.32' 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. WATERTIGHT. (Dimensions per Wiggin I INFILTRATORS PROFILE VIEW LENGTH 10' 6' WIDTH 5' 8" DEPTH 5' 8" CROSS SECTION VIEW INFILTRATOR END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING SEPTIC TANK PROFILE Precast Corp., Pom DISTRIBUTION BOX DETAIL QUICK 4 HIGH CAPACITY CHAMBER DETAILS sset,MA) REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM }CONTRACTOR TO VERIFY ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED TEST PIT DATA UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING, OR AS INDICATED ON PLAN. SWING TIE MEASUREMENTS COVERED • PERC#: 12319 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. F"�- PORCH INSPECTOR: Thomas A. McKean DESCRIPTION HC1 HC 2 HC3 rj� C) EVALUATOR: Michael Pimentel, E.I.T. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE SEPTIC COVER IN (1) 33.1' 16.0' X • 1-0 j July 29, 2008 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE DATE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER N. HC-1 Poo UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). SEPTIC COVER OUT(2) 40.3' 12.9' -- 0" TEST PIT#: 1 11 #30 ELEV TOP 34.30' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE START CHAMBER(3) -- 22.8' 41.8' EXISTING rK 0 as all 0 a CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 3-BEDROOM ELEV WATER <24.30' END CHAMBER(4) 31.2' 22.1' DWELLING 16. PROPOSED PROJECT IS LOCATED WITHIN: END CHAMBER(5) 37.6' 30.4' TOF 35.6'± a • PERC RATE <2 MINAN. ASSESSORS MAP 267 LOTS 79 oo DEPTH OF PERC 28"-46" W. E. START CHAMBER(6) 30.9' 46.7-1 1 HC 3 HC-2 1 0 2) • alp TEXTURAL CLASS: I FEMA FLOOD ZONE C ON PANEL# 2500010008 D OWNER OF RECORD: IRENE C. KEATING 0. 34.30' ADDRESS: 44 FRANKLIN ROAD Fill WINCHESTER, MA 01890 4' 33.97' (4 A Loamy Sand CD SHOREY ROAD (3 80 1 OYR 3/1 ce) 0 33.63' (40'LAYOUT) (5 Loamy Sand 17. PLAN REFERENCE: PLAN BOOK 139, PAGE 11 0N B 1 OYR 5/6 18. DEED REFERENCE: DEED BOOK 15716, PAGE 298 04 erc 31.97' 28" (6 P 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. s. 46" ell, 30.47' 20. PROPERTY LINE INFORMATION IS APPROXIMATE ONLY. THIS PLAN IS TO BE USED ONLY FOR S86009-10-E SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF 77.22- THIS PLAN OTHER THAN ITS INTENDED PUPOSE. SWING TIE PLAN o . C Medium-Coarse Sand • 2.5Y 6/6 21. A 4" PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DEPTH SCALE: 1"=29 (loose) OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISHED GRADE. A REMOVABLE MAP 267 :-N THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LOT 79 MAP 267 15,989 S.F.± to CID LOT78 No Mottling,Weeping 0 CV) 0 or Standing STONE co LOCUS PLAN En DRIVEWAY 120"' countered 24.30' COVERED SCALE: 1"= 1000' LLJ PORCH ......- LU X I TEST PIT DATA x XISTING CESSPOOL TO BE DESIGN DATA LEGEND (f) 0 PERC#: 12319 >- x Z PUMPED, FILLED WITH CLEAN INSPECTOR: Thomas A. McKean 5 1 &---- XI COARSE SAND AND ABANDONED EXISTING SPOT GRADES #30 x 50 Uj NUMBER OF BEDROOMS(DESIGN) *3 EVALUATOR: Michael Pimentel, E.I.T. EXISTING XI 50 EXISTING CONTOUR < 3-BEDROOM '!:3 *APPROVED BY THOMAS A. MCKEAN ON JULY 29,2008 DATE: July 29,2008 Q) Benchmark DWELLING XISTING CESSPOOL TO BE REMOVED DESIGN FLOW 110 GAUDAY/BEDROOM TEST PIT#: 2 PROPOSED SPOT GRADES TOF 35�6'± N ACCORDANCE WITH TITLE V Nail in 13"Pine -P f1p TOTAL DESIGN FLOW 330 GAUDAY ELEV TOP 34.30' Elev. =1�6..00' 1 REGULATIONS, IF NECESSARY 50 PROPOSED CONTOUR Approx. S.L. 34x6 0 l< DESIGN FLOW X 200 % = 660 GAUDAY ELEV WATER= <24.30' EXISTING OVERHEAD UTILITIES ioto CO 0 PROPOSED 1500 GALLON SEPTIC TANK USE PROPOSED 1,500 GALLON SEPTIC TANK PERC RATE C-%J cv? 1.19 GAS EXISTING GAS LINE C14 0 to DEPTH OF PERC C-4 z U) 34x3 _----PROPOSED 14 -QUICK 4 HIGH CAPACITY CHAMBERS W W EXISTING WATER LINE W 0.4' CHAMBERS PER TRENCH) INSTALL 14 QUICK 4 HIGH CAPACITY CHAMBERS TEXTURAL CLASS: 1 2 3 5 (7 CHA W TPI TEST PIT LOCATION > 34.3' < 20 0 PROPOSED DISTRIBUTION BOX SYSTEM CAPACITY 0" CL 34.30' UL PROPOSED 1500 GALLON SEPTIC TANK x Fill 0 to 4" 33.97' 4x4 PROPOSED INSPECTION PORT (#TRENCHES)(TRENCH LENGTH)(7.93 SF/LF)(0.74 GPD/SQ.FT.) GPD Loamy Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 0 A TP2 (7.93 SF/LF)(0.74 GAUSQ.FT.) 356.8 GAL. LEACHING DAY 343- 9.4' (2)(30.4 1 OYR 3/1 W1 8 33.63' 0 PROPOSED DISTRIBUTION BOX �4xl > 1 OYR 5/6 TOTALS: B Loamy Sand PROPOSED QUICK 4 HIGH CAPACITY CHAMBER ,< 28" 31.97' PROPOSED ACCESS PORT TOTAL NUMBER OF CHAMBERS: 14 34x4 X (TYP OF 2) TOTAL LEACHING AREA: 482.1 SQ.FT. TOTAL LEACHING CAPACITY: 356.8 GALJDAY Medium-Coarse Sand 1,1194 i C 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE (loose) PREPARED FOR: S87037"05E U.P. #59/1 * NOTE: CAPEWIDE ENTERPRISES 92.89' EFFECTIVE LEACHING AREA OF 7.93 SF/LIF OBTAINED FROM THE "MODIFIED CERTIFICATION FOR GENERAL USE FOR INFILTRATOR LOCATED AT SYSTEMS" ISSUED FEBRUARY 21, 2003, REVISED THROUGH JULY 19, No Mottling,Weeping 2007 BY THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE or Standing 30 ISALENE STREET MAP 267 OFFICE OF ENVIRONMENTAL AFFAIRS, DEPARTMENT OF 120w L Encountered 24.30' ENVIRONMENTAL PROTECTION. WEST HYANNISPORT, MA LOT80 BOARD OF HEALTH USE SCALE: 1 INCH = 20 FT. DATE: JULY 31, 2008 0 10 20 40 80 FEET PREPARED BY: JR. WviL JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY NOTE: 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP SITE PLAN- EAST WAREHAM, MA 02538 EDGE OF EACH SEPTIC SYSTEM COMPONENT. SCALE: 1"=20' 508.273.0377 Drawn By: MCP Designed By: MCP Checked By.JLC JOB 1464 -----------