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HomeMy WebLinkAboutEngineered Plans - 2014Permit ONLY, Board any f sewage i LEGEND CONVENTIONAL S.A.S. FOOTPRINT. 20' x 30' FIELD - 20 _- EXISTING CONTOUR (FOR ILLUSTRATION ONLY -NOT FOR INSTALLATION) x 20,12 EXISTING SPOT GRADE ROUN 28 SIDEWALL AREA: NOT APPLICABLE 100 PROPOSED CONTOUR Qo BOTTOM AREA: 20' x 30' = 600 SF + 99,8 PROPOSED SPOT GRADE CALCULATED DESIGN FLOW: 0.74 GPD SF X 600 SF = 444 GPDv W- EXISTING WATER SERVICE o �_n c 6 -G- EXISTING GAS SERVICE flea ; 0 INSTALL A 40 MIL POLY LINER -py µms- OVERHEAD WIRES m a sae a TOP OF LINER, EL.=102.7 TEST PIT °' BOTTOM OF LINER, EL.=100.2 ° LOCUS NOTE: TREE REMOVAL REQUIRED 4- BENCHMARK o� AT L OCA TION OF S.A.S. �n) 5\Oux ; o ry'\ fi 01.80 N 68,22'30 , E GQ v LOCUS MAP 61.37' • N 75'3730„ � GENERAL NOTES: NOT TO SCALE oW STRIPOUT BOUNDARY 102 103 0> ~� 35.72'E on o .--- 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF SEE NOTE 11 _ - PROPOSED Q��� HEALTH AND THE DESIGN ENGINEER. 19' I----25'- �--�- t PUMP CHAMBER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE _ PROPOSED p APR 2 2 2014 V, AND ANY APPLICABLE LOCAL RULES STAjjj���----j-- DAS TREQUESTED ELONITLE AND REGULATIONS ONSN EXCEPTTAL TO 1L�lY_l.li 10134 _ SEPTIC TANK -310 CMR 15.405(h)&(j)-CONTENTS OF LOCAL UPGRADE APPROVAL E I rjR} �3EPT. 1) A 1' variance to the required 5' separation between maximum 102.04 T - TO / BENCHMARK seasonal high groundwater elevation and bottom of S.A.S., for + 102 a 4' separation. /f 99.49+ / of} 98,67 0 i _, OUTSIDE CORNER OF CONCRETE LAND/NG LAA ���j'� °` ".8s, yo, 2) A reduction to the requirement of a 12" separation between inlet & outlet pipes servicing the singulair unit and pump chamber for a min. separation of approximately 2'. All joints shall be made watertight with 00,67 42=0. EL. =99.19 f wateright boots. 100 �5• <1 JOHN L. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO 3 X 9967 x '+ 98,o CHUR HILL JR. INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER. s Cp 99,12 x 2 EXISTING CESSPOOLS No 48066 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM ;� TO BE PUMPED, FILLED WITH ,' THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER N ( 8M \ SAND AND ABANDONED ssi ST BEFORE CONSTRUCTION CONTINUES. M I 99.53 99119 O C 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 100.09 x x 9 .84 98.09 C.,N 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE `O o D K 12� w 3hibl CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR DURING CONSTRUCTION. 100,88 GARAGE o .19 + PROPER INSPECTIONS 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. lid for KEPAiN OF SEI'T'1C SYS"1'H: " BRZ T 98.05 m WA EXISTING 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. c ue to State and local septic variance. 9,93 HOUSE -(#J4) 6�45 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON Health review and approval is required tc TOF=101.2f981" 1! THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. t ire additions/rcnoNastions/alterations t 1 RA WL SPACE) QF Moss 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. acilities and/or structures/dwelling. I .; ._... 99,86 .;; 98.92 yG OF ALL UNDERGROUND UTILITIES, : ;... / x 97.64 x 9948 y� o PETER T. ✓ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH Yarmouth Health 0epat t D / C / g McENTEE THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN • 310 CMR 255(3). ..; �i�i7 r}'�' L, x l0�'3 ` `': r, . iiv\l L. •60 / _ / CIVIL "' THE 5' OVERDIG IS NOT REQUIRED FOR DRIP DISPERSAL SYSTEMS. i 9968 o t_ '.;"'.. No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY THE DESIGN ENGINEER & BOARD OF HEALTH PRIOR TO BACKFILL 7--/ O;' :.... 99,04- x 7.34 3 Lot g ? �£G/Sl -�` �� FSS EG��� 13 E ENGINEER I COMPONENTS NRESPONSIBLE OT SHOWN ON TANY HE PLAN.DOCUMANTED EXISTING SEPTIC SYSTEM 16,221 S.F. SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE Date x n MBLU 4-75 14. CONTRACTOR ioo 2s � .. � 1 = ?1 27 IN STABILITY OF ADJACENT STRUCTURES. 98x0 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND / 95.00' _ 97.66 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. �- 9'39'20" WP FLOOD PLAIN DESIGNATION LE•00 Community -Panel No. 250015 0006 D PROPOSED SEPTIC SYSTEM UPGRADE PLAN 100,25 99,65 99.02 edge of pavement P 98.99 J11) 2 1992 pRe(EL1 ZoneAl2 34 SIOUX ROAD, WEST YARMOUTH, MA SIOUXROAD Prepared for: Jayne Magown, 132 Summer Street, Norwell, MA 02061 PK SET '00 OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. N0. MAGOWN, JAYNE TRS Engineering Works, Inc. JC Engineering, Inc. 1 "=30' P.T.M. 120-14 THE VP WEST YARMOUTH REALTY TRUST 12 West Crossfield Road 2854 Cranberry Hwy. 132 SUMMER STREET Forestdole, MA 02644 E.Wareham, MA 02538 DATE CHECKED SHEET NO. NORWELL, MA 02061 1 (508) 477-5313 (508) 273-0377 3/27/14 P.T.M. 1 of 3 NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER SHALL BE INSTALLED AS SHOWN ON SHEET 1 SEPTIC TANK PROPOSED PUMP CHAMBER PROPOSED D -BOX TOP OF LINER, EL.=102.7 INSTALL RISERS WITH COVERS OVER INLET INSTALL RISERS WITH COVERS OVER INLET BOTTOM OF LINER, EL.=100.2 INSTALL WATERTIGHT RISER, AND & OUTLET. SET INLET COVER TO 6" OF & OUTLET. SET INLET COVER TO 6" OF COVER SET TO PROPOSED S.A.S. WITHIN 6" OF FINISH GRADE. SET OUTLET COVER TO FINISH GRADE. SET OUTLET COVER TO PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" FINISH GRADE. OUTLET COVER SHALL BE FINISH GRADE. OUTLET COVER SHALL BE FINISH GRADE. OF FINISH GRADE FOR INSPECTION PURPOSES SECURED TO PREVENT UNAUTHORIZED SECURED TO PREVENT UNAUTHORIZED ACCESS. ACCESS. F.G. EL.=103.7(MIN.) T.O.F.=EL.=9 F.G. EL.=101.0±, 99.9(MIN.) F.G. EL.=103.71 F.G. EL.=99.0± F.G. EL.=100.2(MIN.) MAINTAIN 2% GRADE (MIN.) OVER S.A.S. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP L = s'(MAx.) ® 5=1% (MIN.) INSPECTION PORT 2" SCH 40 PVC 4"SCH 0 PVC (1 MINIMUM) ® S=1%4(MIN.) L - 3' TOP E .=99.20 0 S=1% (MIN.) 4"SCH40 PVC 'TOP EL.=98.90 THRUST BLOCKS 6" 7,13" TO ' 4'SCH40 PVC . •" AT ALL BENDS INVERT PREINSTALLED 10"1 I, ^ USE OUTLET END INV.=102.46 PROPOSED INV.= 102.29 5 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' 14" PREINSTALLED -L FOR INLET PREINSTALLED RUBBER BOOT D -BOX RUBBER BOOT 48" LIQ, RUBBER BOOT (IF PC KNOCKOUT IS USED) ,SOIL ABSORPTION SYSTEM (PROFILE) LEVEL INV.=97.44 OBSERVED G.W., EL.=95,9 INV.=98.5±, AT HOUSE EFFlF�u.�FRrJ 2 FLOATS INV.= 102.20 ADJUSTED GW EL.=97.6 INV.=97.74 INV.=97.49 INSTALL A SPLASH PAD aft BOTT. EL.=93.20 • • • . )TT. EL.=92.90 UNDER INLET PIPES ESTABLISH VEGETATIVE COVER PROPOSED 1500 GALLON MONOLITHIC SEPTIC TANK GALLON MONOLITHIC PUMP CHAMBER BACKFILL WITH CLEAN NATIVE OR WIGGIN PRECAST CORP MODEL#1500MONOEB W/HEAVY TOP j000 WIGGIN PRECAST CORP MODEL#1000MONOEB W/HEAVY TOP PERC SAND TO TOP OF CHAMBERS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET (See Pump Detail, Sheet 3) •., AELEV TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER TOP =102.68 SHALL BE INSPECTED AND CLEANED ANNUALLY. r '"� NOTES: INV. ELEV.=102.20 , 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=101.60-' INVERTS, PRIOR TO INSTALLATION. '\ 4' MIN. ABOVE BOTTOM OF 2_83' 2) SEPTIC TANK, PUMP CHAMBER AND D -BOX SHALL BE �✓ T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.2' SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY `() (WITH VARIANCE) EXISTING SUITABLE COMPACTED SIX INCH CRUSHED STONE BASE, AS ,( ADJUSTED HIGH G.W., EL=97.6 MATERIAL SPECIFIED IN 310 CMR 15.221(2). ` � r 3) INSTALL INLET & OUTLET TEES AS REQUIRED. SEPTIC SYSTEM PROFILE N) SOIL ABSORPTION SYSTEM (SECTIO 4) CONTRACTOR SHALL INSTALL AN APPROVED EFFLUENT USE 5 ROWS OF 5 -ADS Arc 36 UNITS WITH NO FILTER ON THE OUTLET TEE. N.T.S. SEPARATION BETWEEN EACH ROW & NO STONE DESIGN CRITERIA�f, l 7�� l r SOIL LOG �� w NUMBER OF BEDROOMS: 4 BEDROOMS �!'w ,�f �� �i, l L r DATE: MARCH 13, 2014 8i,9��5 Z N W o SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE (SE# 1542) Y k j11 DESIGN PERCOLATION RATE: <2 MIN/IN C v. WITNESS: AMY VON HONE R.S.- HEALTH AGENT Elev. TP Depth --- g$' $�' a W='�� �I a DAILY FLOW: 440 GPD (V( DESIGN FLOW: 440 GPD t'`; 100.9 A o" a 0! I BRZ. "mss GARBAGE GRINDER: NO LOAMY SAND 1OYR NI o Vii �3 rs, wA I I pp� ��� PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY W) 4/2 99.9 e 12 x I I GARAGE PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY LOAMY SAND LOAMYSA 10YPERC 14.3T -I 53.$' \ PROPOSED D -BOX: 1 INLET, 4 OUTLET (MIN.), H-10 RATED 0"/28" $,01 LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 97.9 C 36" S.A.S. LAYOU� 74 GPD MED. SAND 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 5 ROWS OF 5 -ADS Arc 366 UNITS WITH NO 34 SIOUX ROAD, WEST YARMOUTH, MA SEPARATION BETWEEN EACH ROW & NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 97.6 ADJ. G.W. Prepared for: Jayne Magown, 132 Summer Street, Norwell, MA 02061 (Arc36 Units) 25 UNITS x 5.0 LF x 4.80 SF/LF = 600.0 SF 95.9 G.W. 60" Engineering by: Surveying by: SCALE DRAWN JOB. NO. DESIGN FLOW PROVIDED: 0.74(600.0 S.F.) = 444.0 G.P.D. 93.9 84" Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 120-14 STANDING G.W. © 60", WEEPING AT 60" (EL.=95.9) 12 West Crossfield Road 2854 Cranberry Hwy. DATE INDEX WELL, MIW-29, ZONE A, ADJUSTMENT= 1.7', FEB 2014 Forestdale, MA 02644 E.Worehann, MA 02538 CHECKED SHEET NO. PERC RATE <2 MIN/IN. ("B & C" HORIZONS) (508) 477-5313 (508) 273-0377 3/27/14 P.T.M. 2 Of 3 PROVIDE WATERTIGHT CONCRETE RISER WITH SECURED FRAME & COVER TO GRADE HOISTING CABLE7x19 STAINLESS STEEL 1/8" DIAPMRET .ENOUGH WIRB. STRENGTH. SLACK TO REMOVE PUMP INV.(IN)=97.44 -r ALARM ON EL: 95.15 PUMP ON EL: 94.32 PUMP OFF EL: 93.82 24' -NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID -TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WATERTIGHT. USE SJE RHOMBUS -JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP .INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM FLOAT TO SJE RHOMBUS TANKIALERT XT ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 2" BALL VALVE (FIELD ADJUST I FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) 2"SCH. 40 DISCHARGE (THROUGH RISER -SEE PROFILE) 2" 90' ELBOW W/ 1/4" WEEP HOLE FOR SELF -DRAINING FORCE MAIN 14 2" SWING CHECK VALVE I BOTTOM OF PUMP CHAMBER 8" 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 92.90 LADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2- WIDE ANGLE FLOATS: 3 (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NO.1: PUMP ON/OFF (BARNES 073618) BARNES SEV SERIES PUMP .5 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) 2" DISCHARGE PASSING 2" SOLIDS PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 PUMP DETAIL BUOYANCY CALCULATIONS 1500 GALLON MONOLITHIC SEPTIC TAN (WITH HEAVY TOP & EXTENDED BASE) BOTTOM OF UNIT EL.= 93.20 ADJUSTED HIGH GROUNDWATER EL.=97.6 BUOYANCY FORCE PER FOOT OF DEPTH: 10.0' x 5.9' x 1' x 62.4 Ibs./cu.ft. = 3681.6 lbs. MAX. DISPLACEMENT = 97.6 - 93.2 = 4.4' MAX, UPLIFT PRESSURE = 4.4' x 3681.6 Ibs/ft = 16,199.0 Ibs. WEIGHT OF UNIT EMPTY = 14,910 Ibs. WEIGHT OF SOIL OVER EXTENDED BASE: WEIGHT= PERIMETER x HEIGHT x WIDTH (AVE.) x 110 ils>/cu.ft, = 33.77' x 5.46' x 0.41' x 110 ibs./cu.ft.=8325.7 lbs. WEIGHT OF SOIL OVER TOP OF UNIT:. WEIGHT= LENGHT x WIDTH x DEPTH x 110 Ibs./cu.ft. = 10,29' x 6.12' x 1.4' x 110 Ibs./cu.ft.=9698.1 lbs. COMBINED WEIGHT=14,910 + 8,325 + 9698 = 32,933 Ibs. 32,933 Ibs > 16,199 Ibs O.K. ALLON MONOLITHIC PUMP CHAMBER (WITH HEAVY TOP & EXTENDED BASE) BOTTOM OF UNIT EL.= 92.9 ADJUSTED HIGH GROUNDWATER EL.=97.6 BUOYANCY FORCE PER FOOT OF DEPTH: 8.3' x 5.5' x 1' x 62.4 Ibs./cu.ft. = 2848.6 Ibs. MAX. DISPLACEMENT = 97.6 - 92.9 = 4.7' MAX. UPLIFT PRESSURE = 4.7' X 2848.6 Ibs/ft = 13,338.4 Ibs. WEIGHT OF UNIT EMPTY = 11,206 Ibs. WEIGHT OF SOIL OVER EXTENDED BASE: WEIGHT= PERIMETER x HEIGHT x WIDTH (AVE.) x 110 Ibs./cu.ft. = 28.66' x 5.46' x 0.38' x 110 ibs./cu.ft.=6541.0 Ibs. WEIGHT OF SOIL OVER TOP OF UNIT:. WEIGHT= LENGHT x WIDTH x DEPTH x 110 Ibs./cu.ft. = 9.04' x 5.29' x 1.0' x 110 Ibs./cu.ft.=5260.4 Ibs. COMBINED WEIGHT=11,206 + 6541 + 5260 = 23,007 Ibs. 23,007 Ibs > 13,338 Ibs O.K. A 5' 5 1/2" LO Ll 9'3 1/2" 8'-3-1/2" DESIGN FLOW: 440 GPD 310 CMR SECTION 15.226. DOSING REQUIRED: II II�7/ II II 110 GALLLONS/CYCLE DISTANCE REQUIRED 4" KNOCKOUTS (TYP.) PLAN VIEW t---- 8'-3-1/2" INLET { 5' 3 1/2" Y 54-1/2" 48" I REINFORCING RIB LIQUID 3" s LEVEL 9'-1/2„ SPECIFICATIONS CROSS SECTION A -A 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. 3.) REINFORCEMENT PER ASTM C; 2�"7-93. U 4.) PROVIDE POLYMER COATING '- WIGGIN PRECAST CORP MOD 24" DIA. COVERS (TYP.) T 6" EXTENDED BASE PROVIDE 8" HEAVY TOP OUTLET 51-1/2" EXTENDED BASE APPROXIMATE WEIGHT =11,206 LBS W/HEAVY DOSING & STORAGE REQUIREMENTS DESIGN FLOW: 440 GPD 310 CMR SECTION 15.226. DOSING REQUIRED: 4 CYCLES/DAY (SAND) 440 = 4 = 110 GALLLONS/CYCLE DISTANCE REQUIRED BETWEEN PUMP PLAN ON AND PUMP OFF FLOATS: Prepared for: Jayne Magown, 132 Summer Street, Norwell, 110 GAL/CYCLE _ 250 GAL/FT = 0.44 FT/CYCLE (SAY 6") STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONS STORAGE PROVIDED: JC Engineering, Inc. N.T.S. INV.(IN) EL: 97.44 - PUMP ON EL: 94.32 = 3.12' STORAGE PROVIDED = 3.12 x 250 GAL/FT = 780 GALLONS 10'-11-1/2"-� A 6'-10 1/2" IL 10 (TYP,) 17 PLAN VIEW 10'-2-1/2" 3x12 VENT INLET { 5 TO 6 rrr��V���}}}� OPENINGR_� I � GL 5'-3-1/2" 3" II COMPARTMENT I ! WALL AVAILABLE 54-1/2" 48' (1/3 CAPACITY) REINFORCING RIB LIQUID I I 3'- 3-1/2" "3 1/" LEVEL I I --;----��--L-�----- 6„ i� 9'-5-1/2" 10'-11-1/2" CROSS SECTION A -A 20" DIA. COVERS (TYP.) A 6" EXTENDED BASE PROVIDE 8" HEAVY TOP 51-1/2" EXTENDED BASE SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. II !I II II II II / 4" KNOCKOUTS I I 310 CMR SECTION 15.226. 3.) REINFORCEMENT PER ASTM C1227-93. 10 (TYP,) 17 PLAN VIEW 10'-2-1/2" 3x12 VENT INLET { 5 TO 6 rrr��V���}}}� OPENINGR_� I � GL 5'-3-1/2" 3" II COMPARTMENT I ! WALL AVAILABLE 54-1/2" 48' (1/3 CAPACITY) REINFORCING RIB LIQUID I I 3'- 3-1/2" "3 1/" LEVEL I I --;----��--L-�----- 6„ i� 9'-5-1/2" 10'-11-1/2" CROSS SECTION A -A 20" DIA. COVERS (TYP.) A 6" EXTENDED BASE PROVIDE 8" HEAVY TOP 51-1/2" EXTENDED BASE SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS, 310 CMR SECTION 15.226. 3.) REINFORCEMENT PER ASTM C1227-93. 4.) PROVIDE POLYMER COATING APPROXIMATE WEIGHT = 14,910 Lbs PROPOSED 1500 GALLON MONOLITHIC SEPTIC TANK WIGGIN PRECAST CORP MODEL#1500MONOEB W/HEAVY TOP PROPOSED SEPTIC SYSTEM UPGRADE PLAN 34 SIOUX ROAD, WEST YARMOUTH, MA Prepared for: Jayne Magown, 132 Summer Street, Norwell, MA 02061 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 120-14 12 West Crossfield Road Forestdole, MA 02644 2854 Cranberry Hwy. E.Wareham, MA 02538 DATE CHECKED SHEET N0. (508) 477-5313 (508) 273-0377 3/27/14 P.T.M. 3 Of 3