Loading...
HomeMy WebLinkAbout0099 ELLIOTT ROAD - Health 99 ELLIOTT ROAD Centerville .A. = 248 — 002 1 No. 4210 1✓3®RA p d;o Ed 0w ( 11` -10010@ © 0 _ _ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 11 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for ]Disposal 6pstrm Construction Permit � Application for a Permit to Construct( ) Repair N Upgrade( ) Abandon( ) JYComplete System ❑Individual Components Location Address or Lot No. 9 9 PLC.(p D Owner's Name,Address,and Tel.No. Assessor's Map/Parcel eZ,Tg 00'ot 15 PA "Cilia! L` R;V Installer's Name,Address,and Tel.No. 506-4-17-8877 Designer's Name,Address,and Tel.No. 508—o-L7 3 —Q 37'7 Type of Building: Dwelling No.of Bedrooms -3 Lot Size t D 0l�'' sq.ft. Garbage Grinder( ) Other Type of Building �5 M6WJM AL' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 5 0,9 gpd Plan Date .5-7—"I Ll Number of sheets Revision Date Title l r W Size of Septic Tank 1500 Type of S.A.S. "" (Gnu l.&�4c"10&e4AVW,5, Description of Soil /L( S d,2 D QO- Nature of Repairs or Alterations(Answer when applicable) :V 1J P L-A<:t tic Sev'f tc jAjQlL Tt.) N6&.> A -4-0 D-a oK T'0 fx% >h0 &7e-c. y AJ 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 is Board of Healt IN ii ig a Date L LI Application Approved by AIIW� Date Application Disapproved by Date for the following reasons Permit No. Date Issued `\ Y � A� i ./•, y -:��.;6 "' f-_.,fin ✓ No. \\ �711 % ,U ,� Fee THE COMMONWEALTH OF MASSACHUSETTS THE in computer: PUBLIC HEALTH DIVISION -TOWN OF_BARNSTABLE, MASSACHUSETTS Yes Zippiication for Disposal �6pstem (Construction Permit / Application for a Permit to Construct( ) Repair(xj Upgrade( ) Abandon( ) Complete System ElIndividual Components Location Address or Lot No. 4 9 �GL 1 O p Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2 1a )— Installer's Name,Address,and Tel.No. Avg„ S g77 Designer's Name,Address,and Tel.No. S pS-a7 3 —Q 37-1 Type of Building. Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other_ Type of Building Q.h 25(D o M AL, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided :!5 Q,q gpd Plan Date —:Z )4 l Q Number of sheets Revision Date Title_QgdE-14/0-' 0 _V l l 6_: / Size of Septic Tank 5�)/) Type of S.A.S. ( -0l Description of Soil�,{em ., JT) (jam :Z d1 ' 1)1A�`ol^T r Nature of Repairs or Alterations(Answer when applicable)�-rp:g p t ! �e 6LC��G�, ?�6) P��C�,� 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 ed y /� Date 1,-; Application Approved by U . .,, / // / .� Date l Application Disapproved by Date for the following reasons Permit No. Date Issued ------------- ------------------------ - _ - - _ -__ -._ -_ __- -_ - _ . ------ _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by at has been cons cted in acc d with the provisions of Title 5 and the for Disposal System Construction Permit No. d Installer dA pox )`� T (C C�,GG Designer�'- ( C: /y.) ( ►(�.,r- #bedrooms 7 Approved design flow 3 3o gpd The issuance of this permit shall Jot be ionstrued as a guarantee that the system will fu ction=as" esigned: `-- __ Date Inspector .------------------r----------- ------ -_-----------..-- ----.----- --—--_ ------------- .' -------------------- N__o._ w o//� Fee (/�'�' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(A) Upgrade( ) Abandon( ) System located at 99 0_-�' o k b-- (a(aN)`l-IZ E t j!(,LE 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. iProvided:Constructi n mus✓be co pieced within three years of the dat�of this permit. Date l 1 r Approved by / / 7/10/2014 05:28 5082730367 93178 P. 001/001 Town of Barnstable Regulatory Services Thomas F. Ceder,Director �► �� Public Health Division ,e165 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 office: 508-862-4644 Pax: 508-790-6304 Date: 8 1 q Sewage Permit# 101%4 192 Assessor's Map/Parcel a y a Installer&Designer Certification Form Designer: _SC E0olk,neeicf) , TV-)L Installer: C001:w;de- Address: Zt 5l cfcw)bzcc w Mwo Address: 1 :5 3 Co�rnme; t G l Stre�:t eay% vUe-(6nom, !-IA 0b%3� _�4� 273 -0377 on (Q-L`7•"alo t�{ C��w,cle C-��tz�Pc�s was issued a permit to install a (date) (installer) septic system at 9q �1110 R e'a j based on a design drawn by (address) .I C: &n 5zoee.c tr,5 , -rv,e- , dated Mate, a o y (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I 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 relocation 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) ected and the soils were found satisfactory. sM OF JOHN L. S CHURCHILL JR. i St ler' gnature) ML 4180 it esigner s Signature (A tix De gn Here) P SASE RETURN TO ARNSTABLE PUBLIC PEA)E, DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoflice forrrtsldesisnereertification form.doc l Town of Barnstable P# Department of Regulatory Services �> : Public Health Division Date IJ LJ ra39 200 Main Street,Hyannis MA 02601% 3 lEb f Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se e Dispos y Performed By: Q r'a ct t t'l.( d (Je'r'� Jo f,1 f-�/ C S E Witnessed By: I d LOCATION& GENERAL INFORMATION Location Address 11q ELL..I V 1 �e�n � 7 �f��Owner's Name p�R i j' —y Address NO>P Assessor's Map/Parcel: X2 /0 O ;L- Engineer's Name C4 P6w 1 aE C—al t-adeiS6 NEW CONSTRUCTION REPAIR Telephone# .505'•—47 7—8 1?'7 7 . Land Use ��Q e-5 I UI e,17�I Gll Slopes('Yo) Surface Stones a� Distances from: Open Water Body ft Possible Wet Area 100 ft Drinking Water Well ft Drainage Way ft Property Line Oft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) c P2 — ©r V 1. - T o1 rn Parent material(geologic) v LJ W rA Depth to Bedrock Depth to Groundwater. Standing Water in Hole: ae- Weeping from Pit Face A 0 n'e Estimated Seasonal High Groundwater '�� 1I $U S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to soil mottles: 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 nett yl 7 1 Thne LLIM Observation Hole# Time at 9" Depth of Perc 3�-5 y Time at 6" Start Pre-soak Time @ I UU _ 'Time(9"41 End Pre-soak Rate MinJlnch a M► 1 in Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/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. k Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsis ten cy.96 Oravel) a-la A LS U�R3 a /a-3 3q-J G !M oZ SS '6/3 Aane DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten %Gravel) MS a, -v 6/3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No X, Yes Within 100 year flood boundary No,. Yes . Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? Y�t-S If not,what is the depth of naturally occurring pervious material? ..�. Certification I certify that on 6 (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 tra' ing$expertise an xperience described in 310 CMR 15.017. Signature �O Date / �d Q-%SEPTIC ERCPORM.DOC TOWN OF BARNSTABL-E r LOCATION 9? Z-11i®C XQ0rJ - SEWAGE# 'A0 t L( r.�$ VILLAG *ol'tVi Iie ASSESSOR'S MAR&PARCEL INSTALLER'S NAME&PHONE NO.(�: pew: e &1Q-2n'rS U-C 5*971 K77 SEPTIC TANK CAPACITY /5-I0 G,, i LEACHING FACILITY: (type) N&D Clmlw3) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: No CvW,.ndwa fo/'. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility C�WfJ4E2e�ct j Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /V Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) QQ Feet FURNISHED BY CA PG W rod! C-Q7EUoUSG W [71-71,777711-1111, oECK 9-3=ol5.4� l3-•3-a10 4" . ' A-4 33.a` 0-•4=a7Lf.7` S 5=a/ a 3 o ,.•1�/••.._��' • it rIr`•��+ e` ,t VENT TOP OF FOUNDATION PROVIDE MANHOLE EXTENSION FINISH GRADE OVER D-BOX= 43.0' FINISH GRADE OVER CHAMBERS= 41 .0' - 43.8' O E p�1 E p A LT E ELEV.- 51 .7' RISER WITH COVER TO WITHIN SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED 1�I Ifs S 6"OF FINISH GRADE REMOVABLE CONCRETE COVER VENT WITH CHARCOAL FILTER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 ° ACCESS BOX WITH COVER TO GRADE SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY PVC MIN SLOPE 1 /0 2"OF 1/8"TO 1/2"DOUBLE WASHED SLAB ' ' 5" DIA. OUTLET(S) (SEE NOTE#20) STONE OR GEOTEXTILE FILTER FABRIC APPLICABLE LOCAL RULES. �•5� FINISH GRADE @FND. EL.= 44.0 FINISH GRADE OVER TANK EL.= 43.0 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND 24" MIN. ACCESS MANHOLE THE DESIGN ENGINEER. (TYPICAL FOR 2) PLACE RISERS ON TOP OF SAS= 3$.33 ALL CHAMBERS WITH 36"MAX. 37,j' 9"MIN INLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 11.0' =I BREAKOUT EL = 38.0 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN " 2" DROP MIN. ELEVATION =38.0' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 3 3" DROP MAX. _ 3" J JOINTS (TYP.) 4" PVC IN FROM -� O 'er O 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF EXISITING 4' ! THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. C.I. PIPE 4"PVC OUT TO p 38.25 SEPTIC TANK 6LEACHING FACILITY op 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. (SEE NOTE) 1 " opoo 0 0 0 0 0 38.5� 2 0 0 p op 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 2 0 37.87 MIN. 37.7 600 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 0 0 GAS BAFFLE6" CRUSHED STONE po 0 o p Lp = = = 0 = o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLYNOTE: tw M�3 - j NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH CONTRACTOR TO VERIFY COMPACTED BASE 4.0' 8.5' 4.0' 4.0' 4.9' 4.0' AND DESIGN ENGINEER. ELEVATION OF PIPE 5 OUTLET DISTRIBUTION BOX 25'0' (�'P) 8. ELEVATIONS BASED ON APPROX. M.S.L. DATUM OF 44.6' ESTABLISHED ON A PAINT MARK EXITING DWELLING PRIOR TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= � 30.0� 12 9' ON THE CENTER OF THE THRESHOLD OF THE BASEMENT DOOR AS SHOWN ON PLAN. TO INSTALLATION OF BASE. FIRST TWO FEET OF OUTLET 35.5, SEPTIC TANK. INVERT OF PROPOSED 1500 GALLON FRALO PLASTIC SEPTIC TANK PIPES To BE LAID LEVEL. 2-500 GAL. LEACHING CHAMBERS CHAMBER END VIEW 9 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPE IS BELOW BASEMENT LENGTH 17711 WIDTH 62if DEPTH 51�� TYPICAL CHAMBER PROFILE 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT SLAB AND COULD NOT BE TANK SHALL BE FRALO CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LOCATED AT TIME OF HEAVY WALL 1500 GALLON CHAMBER D ETAI S H- 00 TO THE DESIGN ENGINEER. SURVEY. SEPTIC TANK PROFILE PLASTIC SEPTIC TANK OR DISTRIBUTION BOX DETAIL (H-20) NOT TO SCALE APPROVED EQUAL NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. _ -- - ------ -_ ---- � --- - i VEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: tl r +•• PERC NO.: 14351 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM �� ,,' ' •#'f INSPECTOR: Donna Z. Miorandi, RS APPROPRIATE AUTHORITY. 1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP � W •� . * • � ' EVALUATOR: Bradley Bertolo, EIT, CSE EDGE OF EACH SYSTEM COMPONENT. /� , • . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED • • , ` ` ` CSE APPROVAL DATE: 7/29/03 UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND � �` .� • ` 2. ENTIRE PARCEL IS LOCATED WITHIN A DEP APPROVED ZONE 2. •' DATE: April, h 30, 2014 H-20 LOADING. 3. NO WELLS WITHIN 100OF PROPOSED SEPTIC SYSTEM. ©,�, ' '• � ' ' TEST PIT#: 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • 'r i • • ' r ` ELEV TOP= 44.0' �s-' r • „ �' '�- ' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE l " " ' •' -- • ELEV WATER= < 33.0' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BVW-g + '" . • • • 11 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY ZONE 2 • • PERC RATE_ <2 MIN/IN FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). \y • �` ' ' • . , , • • • , r DEPTH OF PERC= 36"- " 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ' r ' •r r TEXTURAL CLASS: 1 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. BVW-7 0" 44.0' 1 P ` • • • 16. PROPOSED PROJECT IS LOCATED WITHIN: � � tt . • • • •r. •• • • Loamy Sand • • • q ASSESSORS MAP# 248 LOT# 2 • ' • • 10YR 312 • r •�.• •• ♦ . 12" 43.0'0`3 FLOOD ZONE X AS SHOWN ON PANEL#250280 0025 B a d • ' •• Loamy Sand 17. OWNER OF RECORD: ROBERT KENT LEACH i BVVY-6 co . • ~ !�`� 34" 41.17' ADDRESS: 15 DAYTONA AVENUE 36" 41.0' NARRAGANSETT, RI 02882 MAP 248 ��`�/ LOCUS Perc BVW-5 I LOT 291 p��� * i o r • • µ` , O • . 54" 39.5 18. DEED REFERENCE: BOOK 27657, PAGE 43 2 BREAKOUT �� ,r • . r • _ <v� EXISTING CESSPOOLS TO BE � ' * � ' '"�' • �;;� 19. PLAN REFERENCE: PLAN BOOK 136, PAGE 31 ELEV 38.0' PUMPED AND FILLED WITH i i ` • s,•r Med. Sand 20. A 4" PERFORATED SCH.40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION, TO A 34 / CLEAN SAND (TYP. FOR 2) r„ C 2.5Y 6/3 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 1,500 GALLON PLASTIC ; / y+ a: r WETLAND LINE DELINEATED BY i MAP 248 ' * Ile" • REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. SEP-IC TANK � � � - ' `tM N � � - _ _ _ _ �r SABATIA, INC. ON ARPIL 4, 2014 / 1'6 LOT 284 BVW-4 1'.58 _ 36 / . Sligo LOCUS PLAN Benchmark 38 �R 3� 5543"F , Paint Mark on Slab / 0a00, SCALE: 1"= 1000' 132 33.0 Elev. =44.6' / i No Groundwater Encountered Approx. M.S.L. / / - 40 44 CB(FND) DESIGN DATA TEST PIT DATA LEGEND BVW-3r�;,67 2-500 GALLON H-20 t h° APPROX- INVERT `t�' LEACHING CHAMBERS-. � �Op, CID �38.5'± � // / � -- _ p,OO PERC NO.: 14351 INSPECTOR: Donna Z. Miorandi, RS 50 EXISTING CONTOURS i� INSPECTION PORT p 4 / f �. / EVALUATOR: Bradley Bertolo, EIT, CSE PROPOSED CONTOURS BVW-2 49 ti - _ 46 / NUMBER OF BEDROOMS 3 4 }• O - _ INV. - �� �" MAP 24$ THE LINE ��i CSE APPROVAL DATE: 7/29/03 BELOW os ''40 DESIGN FLOW 110 GAUDAY/BEDROOM 1 DATE: April 30, 2014 W EXISTING WATERLINE SLAB''O'lk NOT FND. _ 10,0 6 S F.t /�� TOTAL DESIGN FLOW 330 GAUDAY , TEST PIT#: 2 /`L h ) Q� 0 660 -- EXISTING OVERHEAD UTILITIES g p TP 2 #99 DESIGN FLOW X 200 /o = GAUDAY u w �29; 42x0 EXISTING _ /O� ELEV TOP = 42.0 44 1 �O �` 3-BEDROOM USE PROPOSED 1500 GALLON PLASTIC SEPTIC TANK EXISTING GASLINE / � � 44x0 ELEV WATER= <30.0' BVW-1 1s,a9 p�1, A� DWELLING - r rye 4 P TOF=51.7' / �o a PERC RATE = MIN/IN TEST PIT LOCATION ), - SLAB=44.6't �" �� ph Q O DEPTH OF PERC= PROPOSED 1500 GALLON PLASTIC SEPTIC TANK DECK = MTR. OQ-S INSTALL (2) 500 GAL. H-20 LEACHING CHAMBERS i o 4� c O� \V TEXTURAL CLASS: 1 or s �A `��� SIDEWALL CAPACITY " 4"SOLID SCHEDULE 40 PVC PIPE � Y N6go rR '0 �� c / O 0 Loam Sand 42 0 MAP 248 �05S43„ /NF /,� ��/ w (LENGTH +� WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY q y DISTRIBUTION BOX H-20 000 o c o�� (25.0 + 12.9)(2 ) (2 ) ( .74 GPD/S.F.) = 112.2 GAUDAY 12„ 10YR 3/2 41.0' i a ( ) LOT 314 � / ��--�, � tiw �� J Loamy Sand 500 GALLON LEACHING CHAMBER(H-20) rUPL 45 BOTTOM CAPACITY B 10YR 5/6 APPROX. LOCATION OF / (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY UNDERGROUND UTILITIES CB(F D) � �, (25.0,x 12.9) (.74 GPD/S.F.) = 238.7 GAUDAY / 36" 39.0' (4) � � �, TOTALS: HC 1 TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 474.1 sQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE DESCRIPTION HC 1 HC 2 -' O --_- - f TOTAL LEACHING CAPACITY 350.9 GAL./DAY Med. Sand PREPARED FOR: LEACHING CORNER(1) 26.5' 28.2' -O - #99 C 2.5Y 6/3 ROBERT LEACH (3) "EXISTING LEACHING CORNER(2) 47.6' 21.2 __- - - 3-BEDROOM LOCATED AT LEACHING CORNER(3) 54.0' 33.8' DWELLING VARIANCE REQUEST LEACHING CORNER(4) 36.7' 38.6' HC 2 SLAB=44.6'± 144" 30.0' CENTERVILLE MA IN ACCORDANCE WITH 310 CMR 15.401-15.405, THE FOLLOWING LOCAL UPGRADE APPROVAL No Groundwater Encountered IS REQUESTED FROM 310 CMR 15.221(7): - DECK (1.) A 2.5'VARIANCE (5.5'-3.0') FOR THE DEPTH OF COVER OVER THE LEACHING FACILITY. RESERVED FOR BOARD OF HEALTH USEINCH = DATE: MAY 7, 2014 0 10 20 40 80 FEET OF MASS SWING TIES �P��Nq�yG� o=� 1.. FT, PREPARED BY: SCALE: 1" =20' o CHURG�1L1L3R JC ENGINEERING, INC. N a�eo� 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SITE PLAN ,; 508.273.0377 SCALE: 1"=20' Drawn By: BMB'j Designed By:BMB L&dced By:JLC JOB No.2661