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HomeMy WebLinkAbout0295 NOTTINGHAM DRIVE - Health (3) � 9'"�" Nam�,��h � � `�n �7-J? J - �SU L 2l?��r � L �.- � J 1 TOWN OF BARNSTABLE LOCATIONZq5.. t�-1 j/,.MAr W Z)e . SEWAGE# ZMZ/ 12-� VILLAGE( J/►► _ ASSESSOR'S MAP&PARCEL -d- 50 INSTALLER'S NAME&PHONE NO. -88 -77 SEPTIC TANK CAPACITY 1000 qp�. LEACHING FACILITY: (type) S (size) IZ,$3 )( ZS P ar y NO.OF BEDROOMS ..d M iI OWNER JQAALl-Ceyn VEL&Z Q txEZ PERMIT DATE: IZ� $ Z I COMPLIANCE DATE: I Z 2Z 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 ,� Co, Z 5 . Alu*, �a C� 3 _ 3 53.s w.57 A 44' 1 30 q Z 4 57.1 W.2 n 2. 36,9415 5' ss 42:q Nc. 21 Fee e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Rppfitation for Misposai .pstem Construction Permit Application for a Permit to Construct( ). Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. aq S AJ07-Vt 1(3�V+,4H Diz Owner's Name,Address,and Tel.No. �L)(LLGRM0 1 C-LAZAL)EZ. Assessor's Map/Parcel d C'YP�t.E' -rTt <1 Installer's Name,Address,and Te.No.500 7.7^$£,7`7 Designer's Name,Address,and .N. off..J��s rZZ 3 0�- T T lb R0660- &ut_ Co Zc, 67&&1P U_1 7)4- S a M r 235 EF PJAWYM Type of Building: Dwelling No.of Bedrooms Lot Size ,°7- 1.3 sq.ft. Garbage Grinder( ) Other Type of Building RF:;Stbc T rjj&__ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)® gpd Design flow provided 3",'7 gpd Plan Date (f �. d1� ' Number of sheets i� , , Revision Date Title .�9 N(�T rt e-)CT6 D4 l /� < , Size of Septic Tank�(�pp tea+ EL.h� Type of S.A.S. (�i) jco G,�., C. ,J A 46tC Description of Soil A11GX L&4 Nature of Repairs or Alterations(Answer when applicable) l,S �Y 15 t1 x�2 - .to17 GAAApIJ s6pri c_ ,ry T0 N i 01G 11'7•) S CD Gff1(.La&) 6 �L Date last inspected: Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme Code and no place the system in operation until a Certificate of Compliance has been issued by this Board a h. I, S' e Date Application Approved by Date 2 Application Disapproved b Date for the following reasons Permit No. Z�gj q U 7 Date Issued Z�It f f No `fi©�" 1 �.•- 4 r Fee LO-0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: b/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 44pstem Construction Permit Application for a Permit to Construct( ) Repair(jog Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components alqs NG-h}s4M U� Location Address or Lot No. f�}t)Tl'f Owner's Name,Address,and Tel.No. t� Assessors Ma /Parcel EiU 1 LLEPMO VC_(-AZA0 Z_ p �P1 'se) Yrut' 9 11c; M0 TT(x^)C—X fir t,) 1;� 'v r L4,� y Installer's Name,Address,and Tel.No.509 7 Designer's Name,Address,and Tel.No. ZZ-,-7 3-0 7-1 T�pe of Building: Dwelling No.of Bedrooms Lot Size f L)3 sq.ft. Garbage Grinder( ) Other Type of Building Rf~SL1)t_4.1 T UA-L_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) , gpd Design flow provided 3qv4 gpc Plan Date Number of sheets t Revision Date Title A9 5 tj6r (/,)CX"M 1)4 d9jr y14LZ Size of Septic Tank I ,OC)C) Type of S.A.S. (-A) 5Gco Gw.t kl.1 04ti[A&_( Description of Soil hil t(� ,'5 ��(ems -,;6 �S62 PL�/ Nature of Repairs or Alterations(Answer when applicable) 056E EV,►.6'-ti 1U6r i,Doc) 6r �lV i� c Ju_ TO N�1cJ 1? P •) 60 C f44A.) U_+4 _W,r✓d cIVA q pta-"T' b-,r— �6.C jf cS YXJ Ci e Date last inspected: Agreement: The undersigned agrees to ensure the construction and ma"i"ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental/de and no place the system in operation until a Certificate of Compliance has been issued by this Board of He lth. ✓ S gne` L/ ( Date j Application Approved by [� r`i Date 17-1 fir'��.rWJ Application Disapproved b Date f v f r for the.following reasons Permit No. 7(77-1 -- (4 Q 7 Date Issued /Zh I7�2 a r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certifirate'of Compliance THIS IS TO CCE`RTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(4Q Upgraded Abandoned( .)by rW(���T d 0P. at - AR)-r' qj(~ {L( r)-DL u F has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _1 -q -dated ghze Installer k4)Ge wrt __ e_0 Designer #bedrooms Approved design flow .1w. gpd The issuance of this permit shall not be construed as a guarantee that the system will function asbnejsigned. Date { I b Inspector �JJ/ ,1., D le.Z Nod'✓ ""1 Fee ! THE COMMONWEALTH OF MASSACHUSETTS T PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Mis oral 6petem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at OTT r 06104 A h tr 1161 Cq,JT I L . - w Yet I ... ,li,, .. �T.: F �.4��...w,CYrs�yrw+w^,.we rr•,��� �. .n * a id'as described in the above Application,for Disposal,System CoonstWction Permit.. The applicant recognized his/her duty to comply with -` Title 5 and the following local provisions or special conditions. ., �.._ r - Provided:Construction must be completed within.three years of the date of this permi. / 2- 1 7.t` A d b Date pp'':�cove"' Town of Barnstable .BIKE .� Regulatory Services Richard V. Scali, Interim Director anRMAsr.E. MAIM ��� Public Health Division ac 39. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form ._...... _.._. Date: 01-26-22 Sewage Permit# Assessor's Map\Parcel 171/50 Designer: JC Engineering, Inc. Installer: Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham, MA 02538 South Yarmouth,MA On $ v RBO was issued a permit to install a date) (installer) septic system at 295 Nottingham Drive based on a design drawn by (address) JC Engineering,Inc. dated 11-24-21 (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. Strip out (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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i fiance with the terms f the A approval letters(if applicable) ;a��+gssq�y Jv CHURCMILL ift v (Installer's ' n ure) CML .o .41 i rvS_E1W er's Signature (Affix De t p Here) P ETURN TO ARNSTABLE PUBLIC HEALTH D :.. SION. 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc i T.O.F. EL.= 61.6± FINISH GRADE OVER D-BOX= 58.7'± FINISH GRADE OVER CHAMBERS= 58.5' - 58.8' GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2°lo MIN.OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. � 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS � METHODS SHALL BE!N ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , F.G. OVER TANK EL. = 6Q.3' 5"DlA. OUTLET(S) MIN SLOPE 1% 80X TO F.G. (SEE NOTE 21) 2"OF 11$"TO 112"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE L ';I' l C , PLACIE RISERS ON ALL DESIGN ENGINEER. 9"MIN. i TOP OF SAS= 55.83 (CHAMBERS WITH 36rr MAX 00' 9 MIN. " TIGHT JOINTS SHALL BE USED IN DISPOSAL NEW CONNECTION 3 4"SCHEDULE 40 PVC PIPE WITH WATER ftl ,r 55. 36"MAX. BREAKOUT EL= 55.50' INLE?PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED. " W/4 SCH.40 PVC IFINISHED GRADE SEWER PIPE L-42 4 3"DROP MAX „ SE . TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN Err 3rr .I - _- 2"DROP MIN 3 9 MIN.SLOPE PROVIDE WATERTIGHT ELEVATION=55.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A t " t13" I° 4"PVC 1N FROMLL JOINTS(TYP.) � ,o 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" ` 9 NEW CONNECTION 4"PVC OUT TO C� C� C� 0 0 L� L� o o C� O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE b j ° - LEACHING FACILITY o0 (� ��1 0 0 t� 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. SPECIFIED DROP BETWEEN ,� o INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL , 12 6 oo a o I 6, THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. r OUTLET TEE 55.37 MIN. 55.20 2 (� 0 0 00 j I SHALL VERIFY SIZE 4$ VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES a o 0 0 GAS BAFFLE 6 CRUSHED STONE o o D FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS i EXISTING SEPTIC AND REPLACE AS0 OVER MECHANICALLY o� o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 5 4'0' �- - $.5'{lYP) 4.0' 4 6 4 4.0 AND DESIGN ENGINEER. ' r , OUTLET DISTRIBUTION BOX f T YF) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 60.00 - - -- - - - f TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON A NAIL IN AN OAK TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 47.50' PIPES TO BE LAID LEVEL. 53.00 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK SC SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES ''1 ` ''`RACT�OI ;O E*1 iFY E I �' P°"]" "I"' , i I TYPICAL CHAMBER PROFILE A JI I ! TO THE DESIGN ENGINEER. I b d v6 _r �f `1;111w�_ SEPTIC PROFILE S t I T � I AI L C ��l l l � 1�� 1 IrS � 1 . NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING At, ', ,'` " �' + ' TEST AT REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES APPROPRIATE AUTHORITY. . , + ,. PERC NO. 15406 111 T Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED HCA HC-2 t •` 7 ',: INSPECTOR: DESCRIPTION +�Q + , + . + r �► UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR t , ,,` "` ► � EVALUATOR: Michael Pimentel, E.I.T. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE(1) 51.0' 63.4' + . •.� �� C.S.E.APPROVAL DATE: Oct. 1999 . ,_ti ,� . >' " ,� + 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. CORNER OF STONE(2) 63.6 74.4 . . DATE: July 10,2017 r CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE CORNER OF STONE{3) 64.3' 66.6' �� �" " �" ' ; ; ' TEST PIT#: 1 14. WHERE REQUIRED, , j II J , . , MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE(4) 51.9' 53.9' �, ELEV TOP= 58.50, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, : . . + ELEV WATER= <47.50 l FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). LOCUS 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE_ <2 MIN/IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. pp 1 t®r" .� DEPTH OF PERC= 36 54 16. PROPOSED PROJECT IS LOCATED WITHIN: • °- ►g :� �. :���� �` � ASSESSOR'S MAP 171 LOT 50 a �� li° /1 :! + ,. TEXTURAL CLASS: 1 - .f c� 14" Sp OWNER OF RECORD: GUILLERMO VELAZQUEZ m MAP 171 -° ,, MAP 171 i ti� ,# z o" 5$.50' a G 26 tt ` ADDRESS: 295 NOTTINGHAM DRIVE LOT 51 .� �"s,, 21 LOT 49 � � ��' %'„ _ , .- r, Fill �C ' CENTERVILLE, MA 02632 ran erry Orr 5$.17' 1 A � s �,- 4 ( B08 tt ; 4= r" # Loamy Sand FEMA FLOOD ZONE X l - ! B 10Yr 5/6 COMMUNITY PANEL# 25001 CO561 J 17. DEED REFERENCE: BOOK 20509, PAGE 344 PLASTIC MAP 171� 36" 55.50 18. PLAN REFERENCE: PLAN BOOK 247, PAGE 84 SHED - LOT 50 Perc f 17 103±S.F. w - - !' STEPS - � r Rb@t tr 54°' S4 00' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. CONNECT NEW 4"SCH.40 PVC - I 1 110 '�•. - ! 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE.. THIS PLAN IS TO BE USED ONLY TO EXISTING SEPTIC PIPE 1 t � ?'ft1G' t _� 0fl • -`"`� ,-• •_ -- � • � f -. � ,�;� t `�// �`. ; FOR SEPTIC SYSTEM UPGRADE:`JC ENGINEERING WILL NOT ASSUME ANY LIABILITY - 205 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EIS T , f, fi EXISTING Medium Sand 2-BEDROOM /-' ! + + 2.5Y 6/6 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A C 03E ,>:AN0,O. �D)-- - � � � DWELLING �.��,,� / -• - ! DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A N �4 TOF =61.6'± � 0s ✓ REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. O 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL LOCUS PLAN EX° II'I=� 0- _ f / REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. .E s"'��t ,';-', PLASTIC / / # IEr , E �::,� r :"! [t,�. °� ` .�. a© SHED SCALE: 1"= 1000' 132" 47.50' w HCA /J4i ! } PROPOSED f 6"'CEDAR _ h� / No Mottling, Standing or Weeping Observed I DISTRIBUTION BOX- � .J ` e o � HC-2 p,�/ ��°' ��/ �O DESIGN A � TEST PST DATA LEGEND PROPOSED TWO(2)504 �" �. pp PERC NO. 15406 GALLON LEACHING 1 / Q� INSPECTOR: Donald Desmarais 50xO' EXISTING SPOT GRADE CHAMBERS WCSTONE 1 �. DRIVE NUMBER OF BEDROOMS Q MIN. PER TITLE 5) ( ) \ BIT. , �Q EVALUATOR: Michael Pimentel E.I.T. - - 50 - - EXISTING CONTOUR BUSH (TAP) �- DESIGN FLOW 110 GAUDAY/BEDROOM ` _5� C.S.E. APPROVAL DATE: Oct. 1999 �7 �� Q TOTAL DESIGN FLOW 330 GAUDAY 5� PROPOSED CONTOUR ' / ID DATE: July 10,2017 =o h TP 1 9"112" OAKS ✓ �� o = 660 50 PROPOSED SPOT GRADE {2) ? 58x5 . ' 58x5 15 j �p DESIGN FLOW x 200 to GAUDAY TEST PIT#: 2 6 rs (4) STUMPJ T'(P 15 USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 58.50' GAS EXISTING GAS LINE g f ysk o, ( ) ELEV WATER= <47.50' - DIHIW EXISTING OVERHEAD UTILITIES 14 OAK l PERC RATE= (3) INSTALL 2 - 500 GAL. CHAMBERS W/AGGREGATE `^`v ��' EXISTING WATER LINE -58 Q J`1 DEPTH OF PERC= o Benchmark 8"OAK -� 1 SIDEWALL CAPACITY TEST PIT LOCATION J. S 6= Nail in Oak Tree �` g TEXTURAL CLASS: 1 Elev.=60.00 QC' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.1) = GAUDAY r70 /�" J f ' A rox. M.S.L. Q / (25.0'+ 12.83')(2) (2') (0.74 GPD/S.F.) =112.0 GAUIDAY g EXISTING 1,000 GALLON SEPTIC TANK 4 SAPPLING(TYP) O®� I 0„ 5 $50 PROPOSED 4"SOLID SCHEDULE 40 PVC P ��`� BOTTOM CAPACITY � Fill C PIPE 2 �.tag '`` ' = " 7, �Ly�/fi ♦ J � 1°�„OAK 4 � /' ! � (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 4 58 1 (C� (25.0'x 12.83') (0.74 GPD/S.F.) 237.4 GAUDAY ❑ PROPOSED DISTRIBUTION BOX R=40.00 11"'OAK � B Loamy Sand L=71.61 1QYr5/6 O PROPOSED 500 GALLON LEACHING CHAMBER TOTALS: �• -58 S TOTAL NUMBER OF CHAMBERS 2 36" 55.50' T 4 REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 72.2 SQ.FT. TOTAL LEACHING CAPACITY 349.4 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: U.P. Medium Sand ROBERT B. OUR CO., INC. C 2.5Y 6/6 LOCATED AT 295 NOTTINGHAM DRIVE CENTERVILLE, MA 02632 NOTES: _�_ SCALE: 1 INCH = 20 FT. DATE: NOVEMBER 24, 2021 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF 132" 47.50' iii 0 10 20 40 80 FEET EACH SEPTIC SYSTEM COMPONENT, No Mottling, Standing or Weeping Observed �+� sgc _ 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF r° JOHN L a PREPARED N THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST � RESERVED FOR BOARD OF HEALTH USE � � cHu>CcH! ,�. �, JC ENGINEERING, INC. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL NO. 1807 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER SITE PLAN 508.273.0377 PROTECTION OVERLAY DISTRICT AND THE ESTUARINE WATERSHEDS. SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.3870-1