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Home My WebLink AboutEngineered Plans - 2016P Op. 1,000G EXIST 1,000G pjMp CHAM. SEPTIC TANK 2G.4 1 1 1 \ 1 1 1 \ \ 1 1 1 1 1 \ \ 26 1 1 1 1 1 1 1 1 1 2 3 i 1 i O TOP OF CONC. RET. WALL- @ 27.2 J ; EL. 27.0 W 1 1 = 1 t 1 j GENERAL NOTES: oar. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOARD OF HEALTH AND THE DESIGN ENGINEER. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS CONSTRUCTION. OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE LEGEND LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW. 18" - 3,o (,) (e):naw 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION . W NCE F 3100eu5.11 m AIM l,Ev2n+0 m .e ,) A a Fr. v 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 15 Fr (MAX) PROP OKWNG VS acro 20 Fr. (UHM PROAM) AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR --1 PROPOSED CONTOUR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 14. ALL PIPE TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPEC. OTHERWISE) DESIGN ENGINEER. 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN FOR THE USE OF A GARBAGE GRINDER -- 24 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ® PROPOSED SPOT GRADE 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OR TO TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SANG HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. PER TITLE 5. - 22 1 19'3 2' 18. PLACE 40m1 POLY LINER AROUND ENTIRE LEACHING AT EDGE OF --98-- EXISTING CONTOUR SOIL REMOVAL, FROM ELEVATION 25.17-21.17 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. r' / __20 + 96.52 EXISTING SPOT GRADE 24--�- FINE SANDY LOAM � 2.5Y 6/6 W- EXISTING WATER SERVICE ` 1% 23.5 �` - - - - - - 20 TEST PIT 11 1 1 1 Ii ` I -__--- WAT ER _SERVICE------__- __--- ---- 234 RMD 1 _-- - - - - LOT 478 _ BED 1 ► %� 1 / 15,246± S.F. O RM 1 i 1 1 1 1 32 -1 (0.35± AC.) O BED BTH TP -1 Z�x , w ' RM 1 1 - SYSTEM KIT 1 1 1 1 1 1 1 1 I 1 SE CONTAt 1 CH N = n 3z Permit ,alid for REPAIR ( b SEPTIC gnl.Y,,~ due to State and I cal set)(ic variances. Boatd l:lealth review and al ,royal is required for 1 Ig HING C I rn of LIV DIN 1 1 2G BASIN t 4 wo o w -^ r any future additions/ren- %, tions/alterations to RM RM 1 .dl 1 1 I t N sewage; facilities and/or structur s/dwelling. 24. - ��Yarp�outhh Hie)alth 1`)� )artn,ent GAR I 16 w� IRO `'� l D jMOFntgs 70 -� 0 O P Op. 1,000G EXIST 1,000G pjMp CHAM. SEPTIC TANK 2G.4 1 1 1 \ 1 1 1 \ \ 1 1 1 1 1 \ \ 26 1 1 1 1 1 1 1 1 1 2 3 i 1 i O TOP OF CONC. RET. WALL- @ 27.2 J ; EL. 27.0 W 1 1 = 1 t 1 j GENERAL NOTES: oar. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOARD OF HEALTH AND THE DESIGN ENGINEER. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS CONSTRUCTION. OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE 10. EXISTING LEACHING TO BE CRUSHED, PUMPED AND FILLED. LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW. 18" - 3,o (,) (e):naw 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION . W NCE F 3100eu5.11 m AIM l,Ev2n+0 m .e ,) A a Fr. v 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 15 Fr (MAX) PROP OKWNG VS acro 20 Fr. (UHM PROAM) AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 14. ALL PIPE TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPEC. OTHERWISE) DESIGN ENGINEER. 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN FOR THE USE OF A GARBAGE GRINDER ENGINEER BEFORE CONSTRUCTION CONTINUES. 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 17. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO ELEV. 19.25 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF OR TO TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SANG HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. PER TITLE 5. 7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER. 18. PLACE 40m1 POLY LINER AROUND ENTIRE LEACHING AT EDGE OF 8. ALL MEAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED SOIL REMOVAL, FROM ELEVATION 25.17-21.17 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. STEVEN W. o RUMS -+ Name Date NO.3 91 0 I Ft TEF. SOIL LOG DATE: NOVEMBER 1. 2016 SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614 WITNESS: PHIL RENAUD, YARMOUTH HEALTH " - oar. TP -1 Dept, 24.20 0" -n 22.70 FILL 18" O LOAMY SAND A LOAMY SAND 19.67 B 10YR 3/1 70" 10YR 3/1 LOAMY 5D 21.9527" 10YR 5/6 c E B LDAmY SAND MEDIUM SAND 21.28 IOYR 5/6 35" 15.80 C 1 f tt MEDIUM SAND 2.5Y 6/4 r' 18.04C2 74" FINE SANDY LOAM • 2.5Y 6/6 15.20 108" Eley. TP -2 D.Pth 25.5 0" FILL -n 21.67 46" A LOAMY SAND 19.67 B 10YR 3/1 70" LOAMY 5D 19.25 10YR 5/6 75" c E MEDIUM SAND SIEVE SAMPLE 2.5Y 6/4 15.80 15.25 123" PERC RATE <2 MIN/IN. (-Cl- HORIZON) PER SIEVE SAMPLE G.W. OBS. AT 105" EL. 15.45 G.W. OBS. AT 122" EL. 15.34 TESTHOLE # 2: (HIGHER LEVEL) WELL: AIW-247 ZONE: B LEVEL: 25.7 ADJ: 5.0' OBS GW ® EL. 15.45' ADJ. GW ® EL. 20.45' USE BOH ALLOWED ADJUSTMENT OF 4.0', ADJ GW ® EL. 19.45 SOUTH YARMOUTH CApT' BEI CAQT tAOYES R0. LOCUS MAP LOCUS INFORMATION PLAN REF: 249/113 TITLE REF: 23826/017 PARCEL ID: MAP 067 PAR. 116 FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO597J DATED:07/16/14 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 354 FOREST ROAD SOUTH YARMOUTH, MA PREPARED FOR CHILDS/FOSS/ READY ROOTER EXC. DECEMBER 15 2016 OF o DA N�I. ys ,. 1ER40 ( MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SHEET 1 OF 2 J#1771 n -n fl v SI E CApT' BEI CAQT tAOYES R0. LOCUS MAP LOCUS INFORMATION PLAN REF: 249/113 TITLE REF: 23826/017 PARCEL ID: MAP 067 PAR. 116 FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO597J DATED:07/16/14 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 354 FOREST ROAD SOUTH YARMOUTH, MA PREPARED FOR CHILDS/FOSS/ READY ROOTER EXC. DECEMBER 15 2016 OF o DA N�I. ys ,. 1ER40 ( MEYER & SONS, INC. P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmail.com SHEET 1 OF 2 J#1771 t T.O.F. EL.=27.0 PROPOSED TANK INSTALL RISERS W/IN 6. OF FINISH GRADE EL.26.5t F EL.26.0t F EL26.0t __".75 4" SCH 40 PVC ;i 0S=2X 10' t4 O S- 1X (MIN.) EE' (MIN.) TS ARE TO BE e SCH 10 PVC INV. -24.17 d .........Y Q�AS Exist. Invert w/�FlLTER INV.=24.0 INV.= 24.42 EXISTING 1,000 GALLON SEPTIC TANK NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION. 2) PUMP CHAMBER, AND D -BOX SHALL BE SET TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REQUIRED. 4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5) REPLACE EXISTING 1,000 GALLON SEPTIC TANK WITH 1500 GALLON SEPTIC TANK IF FAILED, DAMAGED, OR UNDERSIZED. INSTALL V PVC CONDUIT TO HOUSE FOR WIRING WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. HOISTING CABLE 7x19 STAINLESS STEEL 1/8" DIAMETER. / 1,760 LB. STRENGTH. - PC INV.(out)=23.75 T ALARM ON EL: 21.58 PUMP ON EU 21.08 PUMP OFF EL.• 20.75 22" 1� 11 BOTTOM OF INT. P.C. EL 19.75 NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS PUMP CHAMBER D -BOX INSTALL RISERS to FINISH GRADE INSTALL RISERS W/IN 6" OF FINISH GRADE t0" FINISH GRADE=26.0 EL.25.5t r- EL25.5t F.G. EL: 26.0t 7 � MIN. COVER OVER S.A.S. = 9" INSTALL SANITARY f 40 ?qC DRC/ F � MAINTAIN 2% MIN SLOPE OVER LEACHING AREA L=10'(MAX) 4" SCH 4r1 P ® S= 1% (MIN.) -INV -24 88 22" INV.= 25.05 - D -BOX 16" TEE SHALL NOT EXTEND BELOW FLOW UNE 12` (USE DB75 W/BAFFLE) .SM ism A� INV.=23.75 PROPOSED 1,000 GALLON PUMP CHAMBER SEPTIC SYSTEM' PROFILE N.T.S. PROVIDE WATERTIGHT CONCRETE RISER WITH SECURED COVER TO GRADE NEMA 4 JUNCTION BOX CORROSION RESISTANT & UQUID-TIGHT CABLE CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE WATERTIGHT .2"BALL VALVE w/ UNIONS SCH. 80 PVC GEORGE FISHER CO. MODEL NO. 560 OR EQUAL 2"SCH. 40 DISCHARGE TO D -BOX •2"SCH. 40 TEE w/ CLEAN-OUT CAP PROVIDE 1/4" WEEP HOLE IN DISCHARGE PIPE FOR SELF -DRAINING FORCE MAIN 2" BALL CHECK VALVE SCH. 80 PVC 100 P.S.I. FLOWMATIC MODEL No. 208S PROVIDE 2- WIDE ANGLE FLOATS: \� 2" SCH. 40 PVC DISCHARGE PIPE FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) BARNES SEV412 PUMP .4 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION (BARNES 073612 OR EQUAL) 2" DISCHARGE PASSING 2" SOLIDS OR EQUAL NOTE: SEPTIC TANK AND PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEAL OR EQUAL PUMP do 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 P�M\ OF ,y,�ssq�yG o ARR I 4 L� RE'GJST MNITAR0`* I� DOSING & STORAGE REQUIREMENTS DAILY FLOW: 330 GPD DOSING REQUIRED: 4 CYCLES/DAY (SAND) 330 = 4 = 83 GALLONS/CYCLE DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: 83 GAL/CYCLE= 250 GAL/FT = 0.33 FT/CYCLE (4") STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS STORAGE PROVIDED: INV.(out) EL:23.75 - ALARM ON EL: 21.58 =2.17' STORAGE PROVIDED = 2.17' X 250 GAL/FT = 542 GALLONS 3.3" TO INVERT INV.ELEV.=24.78 TWO INSPECTION PORTS(MIN.) 4 ROWS OF 6 UNITS AT 4.0'/UNIT = 24.0'/ROW SOIL ABSORPTION SYSTEM (PROFILE) BREAKOUT=TOP ELEV.--25.17 INV. ELEV.= 24.78 BOTTOM ELEV.= 24.50 (see note 18) RESTORE VEGETATIVE COVER -BACKFILL WITH CLEAN PERC SAND 1wkxz;wmyA rilm-m9aw EXISTING SUITABLE MATERIAL 5' MIN. ABOVE BOTTOM OFt T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32' (5.05' PROVIDED) USE 4 ROWS OF 6 INFILTRATOR QUICK 4 PLUS ADJ. GROUNDWATER EL.=19.45 - STD LP (3.3" INVERT) UNITS -NO STONE BUOYANCY CALCULATIONS TYPICAL SECTION N.TS DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN NO TANKS ARE WITHIN ADJUSTED GROUDNWATER DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) PROPOSED SEPTIC TANK: 330gpd x 200% = 660gpd (USE EXIST. 1,000G TANK) PROPOSED PUMP CHAMBER: USE NEW 1,000G PUMP CHAMBER LEACHING AREA REQUIRED: (330)/0.74 = 445.95 S.F. DISTRIBUTION BOX: (4 OUTLETS (MINIMUM)) PRIMARY S.A.S. USE 4 ROWS OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT) UNITS WITH NO STONE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) (CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454.08 SF TOTAL AREA = 454.08 SF DESIGN FLOW PROVIDED: 0.74GPD/SF(454.08SF) = 336 GPD>330 GPD req'd PROPOSED SEPTIC SYSTEM UPGRADE PLAN 354 FOREST ROAD, SOUTH YARMOUTH, MA Prepared for: Childs/Foss/Ready Rooter Exc. Design and Site Pion by: SCALE DRAWN DATE MEYER &SONS, INC. N.T.S. DMM 12/15/16 PO BOX 981 SHEET NO. EAST SANDWICH, MA 02537 508-3822922 2 of 2