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HomeMy WebLinkAbout0207 CAP'N LIJAH'S ROAD - Health (3) dap i I' Fee 1 -CD THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4phration for Misposal 6pstem Construction 3pPrmit Application for a Permit to Construct( ) Repair A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ;R0 7 AP lV C. IJA H:5 ear) Owner's Name,Address and Tel.No. .Assessor's Ma /Parcel p i 3 1 z cA v)4AI L,i a Af4i G`V C4,6 Installer's Name,Address,and Tel.No. S6 g- 477-28 71 Designer's Name,Address,and Tel.No. 5cT-'173—0377 Fzboer--r & O LYP_ 00 163 t u Et- 5rr , 2rf XS54 d � d Lt W Type of Building: Dwelling No.of Bedrooms 3 Lot Size 1 5 tf5 5 sq.ft. Garbage Grinder( ) Other Type of Building (?CSL��li Z/ ,d,C, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 0 gpd Design flow provided , gpd Plan Date Number of sheets Revision Date Title cvAp1t I !� 14 Size of Septic Tank 1, 570�) Gp+(_C4QAK Type of S.A.S. -;k 560 GLAC - L—Sty Description of Soil k6vio,AA ®�f /c5�r Nature of Repairs or Alterations(Answer when applicable) Paz PCA46J Date last inspected: Agreement: The undersigned agrees to ensure the constructiodmain ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmeot to place the system in operation until a Certificate of Compliance has been issued by this Board of He Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ��� — Date Issued _.. vl': Fee 5 No.C� IS THE COMMONWEALTROF MASSACHUSETTS Entered in computer: Yes PA PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application nor Disposlat #pstrm Construction Permit Application for a Permit to Construct O Repair O 'Upgrade( ) Abandon( ) ElComplete System ElIndividual Components 4_ 3 Location Address or Lot No. ;0 UR 5 Rb .. Owner's Name,Address and Tel No.A L.1. J 1 Assessor's Ma /Parcel (� V/L4,6" C�l r� KEwiu�t7Y !u41� ?vf Lt , p ( cA1P n/ Lt, A� S G V/c.Cz Installer's Name,Address,and Tel.No. 5Q g- 4"7 7 I"7'( Designers Name,Address,and Tel.No. 363 W 4 �S tP 4l 2454 dk" AJAGMAA e Building: � of /'I? g� Dwelling ' No.of Bedrooms _ Lot Size J, ; sq.ft. Garbage Grinder( ) . r Other Type of Building (� � � _ No.of Persons Showers( ) Cafeteria( ) . Other Fixtures Design Flow(min.required) ?j t� gpd Design flow provided '� ! gpd Plan Date I , A 0 X 1 Number of sheets Revision Date Title e-61 CAR l LI V1`f I ROAD (X0729201� Size of Septic Tank , 5ap GAU-0k< Type of S.A.S. ( -) 500 rA1 Description of Soil , 60, :;6 c5�� 2C.a' J S Nature of Repairs or Alterations(Answer when applicable) �,LI.MtA)6 ' 1 A—Z46 ti H-aO n -AQx - 5c�n c� r rr�c c.�b4ac 2S Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainnted ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod ra not to'place'the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed d J er r� ��.'✓�'! �q'! Date e+.� Application Approved by _ k Date 1CP�/11 c)---1 Application Disapproved by Date for the following reasons l } Permit No. cam) = --j C; ! - Date Issued J C C - ---•--• - --- --- -•-- --- ----_------------------ -----._ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k Upgraded( ) Abandoned( )by ��x Co . has been constructed in accordance at A877 COA P'N (_ Z / with;the provisions of Title 5 and the for Disposal System Construction Permit No. /-<,/5 dated Installer .[} Qt� �(7 Designer :TC- [A�6r1A-)tR`;;Q1A6r t_ #bedrooms �_ Approved design flow.,: �:Z, gpd The issuance of this permit shall of be construed as a guarantee that the system will function'a s designed. Date 1 0 Inspector ✓ 1�, , --------------- m No. Fee [ THE COMMONWEALTH OF MASSACHUSETTS. PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i3ermit Permission is hereby granted to Construct`( ) Repair,,( Upgrade( ) Abandon( ) System located at 2 d46 7 Al L!ZZ 1:'L � Rb and m 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 Approvedt u Town of Barnstable Regulatory Services Richard V. Scali,Interim Director 1ARN81'ABLE. �,$ Public Health Division ED 'cR Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508=790-6304 Installer& Designer Certification Form Date: 1-20-22 Sewage Permit# 2DZ l " '45-7 Assessor's Map\Parcel 193-129 Designer: X Engineering.Inc. Installer: Robert B. Our Co.,Inc. (RBO) Address: 2854 CranbeM Highway Highwgy Address: 363 Whites Path East Wareham,MA 02538 South Yarmouth,MA On lf. u IZI RBO was issued a permit to install a (date) (installer) septic system at 207 Cap'n Lijah's Road based nn q design drawn by (address) JC Engineering,, Inc. dated 12-15-21 (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 iance with the terms of the I\A approval letters(if.applicable) �riOF�Ass��ti dbHN L CHURCHILI.�L (Insta r s ature) CML, , 41 Q��sF (D ner''s Signature (Affix De p Here) PL 'rSERETURN 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 T.O.F. EL= 65.7'± FINISH GRADE OVER D-BOX= 64.3' FINISH GRADE OVER CHAMBERS= 63.0' - 64.3' R 0 3/4"TO 1-1/2"DOUBLE WASHED GENERAL NOTES SLOPE @ 2/o MIN. OVER SYSTEM PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN,6"OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS OUTLET TO WITHIN 6"OF FG0 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL . . FINISH GRADE MIN SLOPE 1 /o BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL. 64.5'i- F.G.OVER TANK EL. = 65.0'± 5"DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE i DESIGN ENGINEER. PLACE RISERS ON ALL TOP OF SAS= 61.30 PROPOSED 4" 9"MIN- 9"MIN. CHAMBERS w/PIPED 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4 SCH, 40 PVC 36"MAX. 60.30' 36"MAX. INLETS TO WITHIN 6" SEWER PIPE SEWER PIPE BREAKOUT EL= 60.80 OF FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. _ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN __..__..._ __� 6„ 3„ 3 -DROP MAX „ „ L-87 t _ 2" DROP MIN 3 9 MIN.SLOPE PROVIDE WATERTIGHT o ELEVATION =60.80' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A ;1 PVC - JOINTS (TYP.) 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 4 IN 13" 14" \-*6'1 .5 + SEPT C TANKOM 4" PVC OUT TO O o° 0 O 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. _ LEACHING FACILITY o o 0 CONTRACTOR TO PROVIDE • To0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. SPECIFIED DROP BETWEEN o INLET AND OUTLET 12" 6" �� °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL OUTLET TEE 60.60' MIN. 60.43' 2' 0 0 o 0 0�0 o SHALL VERIFY SIZE 48 VERIFY CONDITION OF o 0 0 C 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE �' o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS °° o o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH OVER MECHANICALLY o TANK NECESSARY COMPACTED BASE VAR � I VAR AND DESIGN ENGINEER. ^ 8.5' (TYP) - VAR VAR 5 OUTLET DISTRIBUTION BOX TYF) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM- SEE BENCHMARK ELEVATION SHOWN TO BE INSTALLED ON A LEVEL STABLE VARIES (SEE PLAN) ( ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 51 .0' 9- CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 58.30 VARIES (SEE PLAN) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,500 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW TO THE DESIGN ENGINEER- "CONTRACTORTOVERIFYEXISTING SEPTIC TANK PROFILE H-20 DiSTRi TiON BOX DETAIL H-20 CHAMBER DETAILS AILS ELEVATION PRIOR TO ANY WORK& NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: ""^�' "" C: '" " '" ` _ _R TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM II �` _ APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF rf PERC NO. 21 286 .- - « David W. Stanton BOH 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EACH SEPTIC SYSTEM COMPONENT- ., INSPECTOR. ( ) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,DRIVES, OR ° +' EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 2-) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE / C.S.E. APPROVAL DATE: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT o « Oct. 27, 1999 ��' ► 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 2Q 5g DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF t� DATE: November 5, 2021 `C / HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. \ r 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE �Q / /, / • �� t�I! TEST PIT#: 3 P MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. `V 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS ONLY. ELEV TOP= 64.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, `� I�� / MAP 193 ' ° '`"-- \ , FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). J ` 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY •` --- -: ELEV WATER= <52.00 P / LOT 130 ) �► 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Q S FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS 4 . 7 o PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Pi Q� / 5s S�°p IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL ` �3 236ry NOTIFY ENGINIEER IF MEASUREMENTS APPEAR TO BE INCORRECT. LOCUS * 30"-48" 16. PROPOSED PROJECT IS LOCATED WITHIN: `�' o r0 O ����N / 323, F ,: + +, . • ." ,� DEPTH OF PERC- o `O �R / „ �+ • ,�, ASSESSOR'S MAP 193 LOT 129 ao co Q- / lip TEXTURAL CLASS: CNJ :. OWNER OF RECORD: ERIN J. KENNEDY CABRAL TP 1 ` „ • '��/• ` � _ • \ J is . + " i O / « • o„ 64.00' ADDRESS: 207 CAP'N LIJAH'S ROAD N �/ ABANDONED DUE �. " m �h 58x6' « ;+; * ,� + ; . ' « « r Loamy Sand CENTERVILLE MA TO ENCOUNTERING a w o • , . • • 4„ 10Yr 3/1 63.67, oo�k�, 10 FEET OF FILL « « . . �• �. FEMA FLOOD ZONE X 22" STUMP MAP 193 B Loamy sand COMMUNITY PANEL# 25001 C0561 J LOT 129 . s • . ' «` '� 10Yr 5/6 Y ,. ' • « 17. DEED REFERENCE: BOOK 28956, PAGE 122 t /18" STUMP 15,051±S.F. ► • ,` . : , . , '� # . * ' 30 61.50' • ' � •. �► : •,". '' :. _ • • • • Pere �:_ , ► , . .. .:,: 18. PLAN REFERENCE: PLAN BOOK277, PAGE 98 s • 7� HC-2 ? , • «+ ' ` * '� . . 48„ 60.00' sp, •" +► • . ': * • ,' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. ABANDONED DUE q ' « « „ • # . • 30 STUMP * _ TO ENCOUNTERING t � i .J` �a ",r « ,",'' 20. ' PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY J 10 FEET OF FILL TP 2 a •-ai FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I � 61 0 , ' "` „ • FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. / Medium Sand L \ 58x6 "© + • ; . • + .< . C / \ �� . • . «, + • a 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 1� \ ,,,� .,�:.�` ,.., :.- .-. '�. 1/._.,�-. ..._-..-. -- .�-„ �z._, DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A AP 193 ,� \ � \\ / REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. M s2 h p LOT 198 1 DECK \\ �60 / o0 0� 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL / (3 �ry h� LOCUS PLAN-V REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. ff TP 4 DC-1 ` 62 i „- 23. IN ACCORDANCE WITH CMR 15.401 -15.404,THE FOLLOWING LOCAL UPGRADE f 63x0' \ .„ a i �`y Q SCALE. 1 1000 4i / 144" 52.00' APPROVAL IS REQUESTED FROM CMR 310 CMR 15.211: h \ WATER ��O 1. A 9.9'WAIVER 20.0'- 10.V FOR THE SETBACK FROM SAS TO THE HOUSE FOUNDATION. 64x0' �� 3 4) \\ #207 ,,� No Mottling, Standing or Weeping Observed ) ( ) i METER PIT i EXISTING TEST PIT DATA 3-BEDROOM / e DESIGN DATA LEGEND Q 8�,o� DWELLING _ _ - PERC NO. 21-286 - 11.3' � `. . , 5) 7p y w w l Gw � w/ / � � INSPECTOR: David W. Stanton(BOH) 50x0' EXISTING SPOT GRADE \ APPROX. �r wv NUMBER OF BEDROOMS(EXISTING) 3 \(2 � 6� AFT, EVALUATOR: Michael Pimentel, EIT, CSE --- 50 -- EXISTING CONTOUR \ /2 $</ r DESIGN FLOW 110 GAUDAY/BEDROOM BRICK \ Ct /6� a `�i f Oct. 27, 1999 � C.S.E. APPROVAL DATE: STEP \ / Q- TOTAL DESIGN FLOW 330 GAUDAY APPRO �� PROPOSED CONTOUR p DATE: November 5, 2021 0 50 PROPOSED SPOT GRADE DESIGN FLOW x 200 /o = 660 GAUDAY 0 3S �O QP TEST PIT#: 4 PROPOSED TWO (2)500 BRICK O USE EXISTING 1,500 GALLON SEPTIC TANK GALLON H-20 LEACHING 6'cp \ 0� WALK TOF=65.7± � ELEV TOP= 63.00 GAS. EXISTING GAS LINE CHAMBERS w/STONE 1) i \ \ v ' ELEV WATER= <51.00' O/H/W EXISTING OVERHEAD UTILITIES \ 1 \, \ HC-1 E _ �// PERC RATE= W W EXISTING WATER LINE PROPOSED H-20 ` \ GARAGE � \ DISTRIBUTION Box \ cqs �`� O �--\ EXISTING 1,500 INSTALL 2 - 500 GAL. CHAMBERS w/ STONE DEPTH OF PERC 6 \ GALLON SEPTIC TEST PIT LOCATION \ \ TEXTURAL CLASS: TANK To BE USED SIDEWALL CAPACITY IN THIS DESIGN I (PERIMETER) 0.74 I GP)D/S F. GPD109.0 GAUDAY Y O i s EXISTING 1,500 GALLON SEPTIC TANK 1S Benchmark \ \ \\ �/ �\ c / 4 ( ) (2' ) ( ) o„ 63.00' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE Corner Step \\ \ qs cv �/ 0'� Loamy Sand Elev. =65.00' \ \ / �Dd- ASS i � BOTTOM CAPACITY 10Yr 3/1 FOOTPRINT AREA � \ �• J 411 62.67 ® PROPOSED H-20 DISTRIBUTION BOX Approx. MSL o \ \ \ ti / Uj �C ( ) (0.74 GPD/S.F.) = GAUDAY 306.1 S.F.) (0.74 GPD/S.F.) = 226.5 GAUDAY B Loamy Sand ';- I S ( O PROPOSED 500 GALLON H-20 LEACHING CHAMBER 10Yr 5/6 30" 60.50' \ TOTALS. -qq ~ o I vo TOTAL NUMBER OF CHAMBERS 2 REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING AREA 453.4 SQ.FT- _ PROPOSED SEPTIC IC SYSTEM UPGRADE ! TOTAL LEACHING CAPACITY 335.5 GAL/DAY ; PREPARED FOR: - 6 Medium Sand ROBERT B. OUR CO. INC. N 1 C 2.5Y 6/6 � J EXISTING SAS(COMPRISING ` , I LOCATED AT INFILTRATORS) TO BE ABANDONEDa0i 207 CAP'N LIJAH'S ROAD 70- WI CENTERVILLE, MA SWING-TIES - SCALE: 1 INCH = 10 FT. DATE: DECEMBER 15, 2021 110.00 ( � �- �� N890 32' 15"W �" 1 DESCRIPTION HCA HC-2 DC-1 144" 51.00' aF ,yq o 5 10 20 40 FEET 1 I ! No Mottling, Standing or Weeping Observed eas ssq CORNER OF STONE 1 10.5' 55.T 27.0' MAP 193 - ---- U.P.#134/12 1 ( ( ) MENOMMMMW RESERVED FOR BOARD OF HEALTH USE CHU TILL JR.yGNa PREPARED BY: LOT 87 \ CORNER OF STONE(2) 30.5' 62.8' 33.9' " VIL H JC ENGINEERING INC. N . 4 07 2854 CRANBERRY HIGHWAY CORNER OF STONE(3) 36,2' 49.1' 23.0' EAST WAREHAM, MA 02538 SITE PLAN CORNER OF STONE(4) 26.T 42.5' 13.3' 508.273.0377 O Drawn By: ATB Designed By:MCP Checked By:JLC JOB No.5987 SCALE: 1"= 10' CORNER OF STONE 5 18,9' 43,2' 14.2' ------