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Home My WebLink AboutEngineer PlanPROPOSED S.A.S. 5 LC6 PRECAST CHAMBERS SURROUNDED W/3.5' STONE X 10 104.40 104.04 ` - X �'/~ x 103.'31 - /�/• 101s� EXISTING SEPTIC TANK (per record as -built) TOP, fL.=99.80±.801 7 1 INV.(OUT),=98.47±±3 7Lp OVERHANG Or IN Y (6 \ N O o (n GARAGE 102.33 X X HEALTH DEPT_. --10i- 20" W o + 103.75 O O +. _ ` ` t,r' •.�X 102.08-- 102.73 40� __ ran" valid for RFFAIR OF SEPTIC SYST ONM ue 1 Stale and Local septic varian Board re and approval is required any future n tvalionsia Iterations sewa;t facilities and/or u esP�Wittig. 7A varmouth ficalth Depar stent X 1041,00 APPROVED �aae�- O - ^1 r` 0 1t O.lm 99.78 m \ 100.24 100.42 LOT 28 12,569±S.F. X 100.01 InJ u -I; 99.6E Z � v BM N 6 pOJ8 /\ O r- • � m f 4- 99.46 O 1 108.770x 99. 19'35'50" E 'T 7a`Di x )e n99.17 PK SET CATCHBASIN 99.94 9958 DAVIS ROAD EXISTING S.A.S. (per. record os -built) TO BE ABANDONED ) Date BENCHMARK ORANGE DOT ON STOOP EL. =100.78 0 OF MAs rtiNN6066 sHL0HR• Of o PMcETERTET. LEGEND 101.57. Vt CIVIL MA '10148 - 98 ---- 99.87 : „_ _. % JC Engineering, Inc. 2854 .Cranberry Hwy. E.Wareham, MA 02538 (508) 273-0377 � PAVED J DATE 7/6/20 i�p oa.: ` X 100.98 EXISTING SPOT GRADE 4 99 PROPOSED CONTOUR DRIVEWAY L F-9-9-1 PROPOSED SPOT GRADE - -W- EXISTING WATER SERVICE X 1024' 0.H. W.- 100. TEST PITS ^ 102.85 102.02 edge of 101 HEALTH DEPT_. --10i- 20" W o + 103.75 O O +. _ ` ` t,r' •.�X 102.08-- 102.73 40� __ ran" valid for RFFAIR OF SEPTIC SYST ONM ue 1 Stale and Local septic varian Board re and approval is required any future n tvalionsia Iterations sewa;t facilities and/or u esP�Wittig. 7A varmouth ficalth Depar stent X 1041,00 APPROVED �aae�- O - ^1 r` 0 1t O.lm 99.78 m \ 100.24 100.42 LOT 28 12,569±S.F. X 100.01 InJ u -I; 99.6E Z � v BM N 6 pOJ8 /\ O r- • � m f 4- 99.46 O 1 108.770x 99. 19'35'50" E 'T 7a`Di x )e n99.17 PK SET CATCHBASIN 99.94 9958 DAVIS ROAD EXISTING S.A.S. (per. record os -built) TO BE ABANDONED ) Date BENCHMARK ORANGE DOT ON STOOP EL. =100.78 0 OF MAs rtiNN6066 sHL0HR• Of o PMcETERTET. LEGEND � ENE 28 DAVIS CIVIL MA No. 35109 - 98 ---- 99.87 : „_ _. % JC Engineering, Inc. 2854 .Cranberry Hwy. E.Wareham, MA 02538 (508) 273-0377 'gm U' I ►a�tt� I LUCIER, MARK A LUCIER, DONNA J 28 DAVIS ROAD SO. YARMOUTH, MA 02664 GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES LOCAL. RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVED 1) A 2' varaince to the maximum depth requirement of 3', for up to 5' of cover over the S.A.S. Units are H-20 & vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH &DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM, 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION, 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH AND FOR 5' ON ALL SIDES OF THE THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE STABILITY OF ADJACENT STRUCTURES. 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. MAP ID: 59-163 PROPOSED LEGEND PLAN 28 DAVIS ROAD, SOUTH YARMOUTH, MA Prepared for: Mark - 98 ---- EXISTING CONTOUR JC Engineering, Inc. 2854 .Cranberry Hwy. E.Wareham, MA 02538 (508) 273-0377 SCALE 1 "=20' DRAWN PJ•M• JOB. NO. 210-20 DATE 7/6/20 i�p oa.: ` X 100.98 EXISTING SPOT GRADE 4 99 PROPOSED CONTOUR ` r F-9-9-1 PROPOSED SPOT GRADE - -W- EXISTING WATER SERVICE 0.H. W.- OVERHEAD WIRESrd,41 TEST PITS ' BENCHMARK '= HQ Markek, LOCUS MAP GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES LOCAL. RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVED 1) A 2' varaince to the maximum depth requirement of 3', for up to 5' of cover over the S.A.S. Units are H-20 & vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH &DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM, 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION, 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH AND FOR 5' ON ALL SIDES OF THE THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE STABILITY OF ADJACENT STRUCTURES. 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. MAP ID: 59-163 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 28 DAVIS ROAD, SOUTH YARMOUTH, MA Prepared for: Mark Lucier, 28 Davis Road, South Yarmouth, MA 02664 Engineers:Surveyors: Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 (508) 477-5313. JC Engineering, Inc. 2854 .Cranberry Hwy. E.Wareham, MA 02538 (508) 273-0377 SCALE 1 "=20' DRAWN PJ•M• JOB. NO. 210-20 DATE 7/6/20 CHECKED P.T.M. SHEET N0. 1 Of 3 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=100.5 EXISTING SEPTIC TANK & FOR A DISTANCE OF 15' FROM THE EDGE PROPOSED PUMP CHAMBER OF THE PROPOSED S.A.S.` /EXISTING GAR4GE �/ PROVIDE RISERS &COVERS AS DESCRIBED: 1) INLET COVER SET TO 6" OF GRADE. PROPOSED S.A.S. D-BOX INSTALL RISER & COVER OVER ONE CHAMBER (MIN.) ; HOUSE(#28) 'gif/j' .PROPOSED AND SET TO WITHIN 3" OF FINISH GRADE TO "-'�S� �� " 2) 20" OUTLET COVERS SET TO GRADE SERVE STALL WATERTIGHT RISER & BACKOF HOUSE MANHOLE COVER SHALL BE SECURED AS AN INSPECTION MANHOLE. OVER SET T06" OF GRADE TO PREVENT UNAUTHORIZED ACCESS. F.G. EL.=102.5 to 105.4± F.G. £L.=100.45± F.G. EL.=103.0± CHARCOAL VENT F.G. EL.=101.4(EXISTING) PROVIDE ENOUGH WIRE SLACK TO REMOVE PUP P Awa- INS Sim ... L = L - 8't S=1% (MIN.) r 2 -16'(MAX SCNR440ST B` C0 �4"SCH40 PVC) LA Do to TOP FL. 98.75 . 4 SCH40 PVC PRCN 6. 14 O It 1 ALL BENDS B ®O ® 2" LAYIrR OF 1Z8" TO 1/2 DOUBLE - 12" 1 1 WASHED STONE V.=100.27 INV.=100.20 OR APPROVED FILTER FABRIC) 3.5' 3' 3.5' C4 '91 SQ c1 C.L hk '�J 6'� 9' � 'z'' ADD EFFLUENT INV.=98.00 PROPOSED D-BOX 3/4"-1 1 2" 3 OUTLETS EFFECTIVE WIDTH 10' WASHED Z'pz 2 FLOATS (MIN.) DOUBLE FILTER I V.=97.75± NV.=100.00 STONE 5 n _____________1USE E)41$I1NSz BOTT.,EL.=93.46 -6 HIN HAMS R IN SERIES WITH 3.5' OF DOUBL wasHFn s7nNF-GII ARnurJn 1 PROPOSED S.A.S. IQ SEPTIC TANK 1000 GALLON MONOLITHIC 1 1 INV.=98.47± PUMP CHAMBER (H-10 RATED) EXISTING (See Pump Detail, Sheet 3) H-20 RATED _N__ _------- I�----3T--- (FIELD VERIFY) TOI GONG. ELEV.=100.83 - BREAKOUT NOTES: INV. ELEV.=100.00 I3®®O®III ELEV.=100.50 M1 S.A.S. LAYOUT 1) PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND TRUE ®®®®®®®1 BOTTOM ELEV.=99.00I TO GRADE ON A MECHANICALLY STABLE BASE OR 6" CRUSHED 3.5' 5 6` 3.5' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 4' OF X = 30' NATURALLY OCCURRING 2) INSTALL INLET & OUTLET TEES AS REQUIRED. I ERVIOUS MATERIAL EFFECTIVE LENGTH = 37' 4" KNOCKOUT 3) MAX. COVER OVER SEPTIC TANK, D-BOX & S.A.S. SHALL BE 36". 5 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR (MIN.) ABOVE G.W. ST. HIGH GW, LEACHING SECTION r------------� 1 40' DW 0 1 TO CONSTRUCTION. EL=93.9 5) EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER _ 6 SHALL BE INSPECTED AND CLEANED ANNUALLY OR AS 4" KNOCKOUT 4' KNOCKOUT REQUIRED TO PREVENT SEWAGE BACK UP. SEPTIC SYSTEM PROFILE j -_- 4_KNOCKOUT SOIL LOG DESIGN CRITERIA 72" PLAN VIEW DATE: JUNE 30, 2020 NUMBER OF BEDROOMS: 3 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: MALLORY LANGLER RS HEALTH AGENT ELEV. TP DEPTH 1-1 --, ®®® 0 E3 E3 2" nE3O DESIGN PERCOLATION RATE: <2 MIN/IN 104.1 A 12 DAILY FLOW: 330 GPD LOAMY SAND ��111LL DESIGN FLOW: 330 GPD 10YR 4/2 103.4 8' GARBAGE GRINDER: NO 11 72" LOAMY SAND PERC SIDE VIEW END VIEW LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/6 10"/26" WIGGIN LC-6, OR EQUAL, H-20 LOADING .74 GPD/SF 701.6 30" C HIGH GROUNDWATER DETERMINATION LEACHING CHAMBER EXISTING SEPTIC TANK: 1000 GALLON CAPACITY WATER LEVEL w CELLAR PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY, H-10 SUMP PUMP, EL=93.34INDEX WELL MIW-29 PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 WATER LEVEL=6.3, MAY MED. SAND "B" USE 5 LC-6 LEACHING CHAMBERS IN SERIES WITH ZONE ADJUSTMENT=0.6' 0.6' 2.5Y 6/6 EST. HIGH cw=s3s4 3.5' OF DOUBLE WASHED STONE-ALL AROUND 28 DAVIS ROAD, SOUTH YARMOUTH, MA Prepared for: Mark Lucier, 28 Davis Road, South Yarmouth, MA 02664 SIDEWALL AREA: (10.0' + 37.0') x 2 x 1' = 94.0 SF BOTTOM AREA: 10.0' x 37.0' = 370.0 SF Engineers: Surveyors: SCALE DRAWN JOB. NO. Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 210-20 TOTAL AREA: ................ ................................ 464.0 SF 93.9 122" 12 West Crossfield Road 2854 Cranberry Hwy. DATE CHECKED SHEET N0. PERC RATE 2 MIN/IN. ("C" HORIZON) Forestdole, MA 02644 E.Woreham, MA 02538 DESIGN FLOW PROVIDED: 0.74 GPD/SF(464.0 SF) = 343.4 GED NO GROUNDWATER OBSERVED (soa) 477-5313 (so&) 273-0377 7/6/20 P.T.M. 2 of 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID -TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE PROVIDE WATERTIGHT CONCRETE RISER ITH WATERTIGHT. USE SJE RHOMBUS -JB PLUGGER SECURED FRAME &COVER TO GRADE OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK TO REMOVE PUMP INV.(IN)=98.00 2" BALL VALVE (FIELD ADJUST FOR 2GPM RATE) DOSING & STORAGE REQUIREMENTS (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) DESIGN FLOW: 330 GPD 2"SCH. 40 DISCHARGE (THROUGH RISER -SEE PROFILE) ALARM ON EL: 94.96 2" 90' ELBOW W/ 1/4" WEEP HOLE DOSING REQUIRED: 4 CYCLES/DAY (SAND) PUMP ON EL: 94.79 FOR SELF -DRAINING FORCE MAIN 330 _ 4 = 82.5 GALLONS/CYCLE PUMP OFF EL: 94.46 15" I 2" SWING CHECK VALVE DISTANCE REQUIRED BETWEEN PUMP OF PUMP CHAMBER BOTTOM AMBER 13" 1 9" 2" SCH. 40 PVC DISCHARGE PIPE ON AND PUMP OFF FLOATS: ELEV.= 93.46 82.5 GAL/CYCLE - 250 GAL/FT = 0.33 FT/CYCLE (SAY 4") ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2 FLOATS: (TO PREVENT PREMATURE PUMP BURNOUT) STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS FLOAT NOA: PUMP ON/OFF-SJ RHOMBUS (PROVIDED 4TH PUMP) STORAGE PROVIDED: FLOAT NO.2: ALARM ACTIVATION FLOAT -PROVIDED WIT ALARM PANEL LIBERTY LE40 SERIES PUMP .4 H.P. 115 V NV.(IN) EL: 98.00 - PUMP ON EL 94.79 = 3.21' (ON SEPARATE CIRCUIT FROM PUMPS CIFIED) WITH 2" DISCHARGE, OR EQUAL STORAGE PROVIDED = 3.21 x 250 GAL/FT = 802.5 GALLONS PUMP AND ACCESSORIES AVAILABLE AT: CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPRO ED ALTERNATE MAY BE SUBSTITUTED. P MP DETAIL 4" TOP 24" DIA. COVERS (TYP.) 8 -3-1 /2 8 '-3-1/2" INLET ou ET ---I - BUOYANCY CALCULATIONS 5' 3 1/ II II 51- /2" 5' S 1/2" i 1000 GALLON MONOLITHIC PUMP CHAMBER 54-1/2' :REINFORCING RIB LIQUID 3° 3„ LEVEL I I \ /I I I \ _ NOT REQUIRED. MINIMAL GROUNDWATER (6"±) EXPECTED. BOTTOM OF TANK IS ABOVE OBSREVED GROUNDWATER, I 9'-1/2" CROSS SECTION A -A 4" KNOCKOUTS PLAN VIEW (TYP.) SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 YS. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2.) CONSTRUCTION CONFORMS TO DEI TITLE V BEGS. 310 CMR SECTION 15.226. pQ 2U DAVIS ROAD, SOUTH YARMOUTH, MA 3.) REINFORCEMENT PER ASTM C122 93. APPROXIMATE WEIGHT =8,380 LEE 4.) PROVIDE POLYMER COATING Prepared for: Mark Lucier, 28 Davis Road, South Yarmouth, MA 02664 APPROVED ALTERNATE MAY BE USED. Engineers: surveyors: SCALE DRAWN JOB. NO. 10 0 GALL01 MONOLITHIC PUMP CHAMBER Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 210-20 WIGGIN F ECAST CORP MODEL#1000MONTH 12 West Crossfield Road Forestdole, MA 02644 2854 Cranberry Hwy. E.Wareham, MA 02538 DATE CHECKED SHEET N0. (508) 477-5313 (508) 273-0377 7/6/20 P.T.M. 3 of 3j I