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HomeMy WebLinkAboutEngineered Plan - Rev. 2017BM @ T.O.F 99.74 97.33 / CRAWL SPACE 96.79 18"COVER TO GRADE 99.4 F.G. 96.71 1-10" 14" TEE WITH FILTER 1000 GALLON H-10 EXISTING SEPTIC TANK INSPECTION SCHEDULE 1. REMOVAL OF A+B LAYERS IN SAS. 2. SURVEYORS STAKING OF SAS. 3. PLACEMENT OF REROD IN RETAINING WALL. RTET 4. START UP AND CLEAR WATE S . 101." 96.46 SEPTIC SYSTEM PROFILE MAX.+MIN. NOT TO SC ALE F.G.102.15 COVER TO WITHIN 6" 24"C.I.COVER TO GRADE OF FINISHED -----TOP 0 101.65 GRADE AND 99.4 F.G. - ALL RISER 1,322 SQ/FT FEILD OTTOM ®101.5 SEALED AT TANK HDY. UNIT PERC-RITE PRESSURE DOSE DRIP 97.7 SYSTEM 4.0' 96.14 110" i PERCHED WATER 97.5 PERC-RITE PUMP 91.64 13.6' SYSTEM WATER 84.0 BOTTOM OF #1 TEST HOLE 1,000 GALLON MONO H-20 PUMP CHAMBER WATERPROOFED WITH RUBBER BOOTS AND SEAL ALL RISERS AT TANK WITH HYDRAULIC CEMENT. 100.44 , 100.18X Ay 99-04 9P COof I _ re F 103.29x <P; // 7t C 0- / ij / 102. C14a' Qoe / -� T.H. Stone .' n / / T2 ' P J Drive e .' /4? "' 99.31 ELECTRICAL ((j c JUNCTION i $ �,5`,b' I` Box U S S / ``� r RELOCATE LIGHT 'M POST HDY. ; UNIT 91-19 A LOAMY SAND 4" 10Y 3/2 B SANDY LOAM 24" 10Y 6/6 C,SANDYLOAM 36" 2.5Y 6/5 RETAINING WALL DETAIL T.O.L. © 101.75 110 $21 6" 40 MIL LINER T.O.W. @ 102.0 MAX. HEIGHT INSIDE OF WALL CONCRETE RETAINING WALL AND ON ENDS 2.75 HEIGHT 2.75' OF SAS. F.G. VARIES FROM 99.0 TO 101.5 B .O.L. @ 99,0 B.O.W. @ 99.0 TO 101.0 MAX. DEPTH 16.61 1 2' 1 FOOTING AND WALL CONCRETE 4,000 LBS. MIX WITH FIBER MESH AND #5 REB AR 4 RUNS IN FOOTING AND 2 RUNS IN WALL WITH 1'x3' L'S SET VERTIC ALLY 2' ON CENTER INSTALLATION REQUIREMENTS. CkT© Gar. . 99-04 6" 10Y 3/2 99.6 EL T.H.-' O TFT HOLLY 99.76 EL 24" M & 98.0 EL 104.10 X �_-X SANDY LOAM ' OL EL CI 10Y 5/8 E' `O 103.41 X 103.41 102.64 // Pi ; ' -----X 99.58 ALAR CONTR 89.0 EL ibo.61 ��a�' C3 CLAY PAN 104" 2.5Y 4/1 i 192" C3 FINE SANDS / SLAB 10YR 6/2 RAWL SPACE , 84.6 EL C , Show TJ41 99.74 ' - /o ti m' %10 .lax ' De Right car. bot. brick step 101-4-1 _ EI.=99.44 (Assumed) 3 � X � x 1 .3"t ; AUGER HOLE --- - _ Edge of Lown /02 _� 103.56 X'-------- y . -- o 949 25 \ • Ali �o 0 41 'c HF R, POST HDY. ; UNIT 91-19 A LOAMY SAND 4" 10Y 3/2 B SANDY LOAM 24" 10Y 6/6 C,SANDYLOAM 36" 2.5Y 6/5 RETAINING WALL DETAIL T.O.L. © 101.75 110 $21 6" 40 MIL LINER T.O.W. @ 102.0 MAX. HEIGHT INSIDE OF WALL CONCRETE RETAINING WALL AND ON ENDS 2.75 HEIGHT 2.75' OF SAS. F.G. VARIES FROM 99.0 TO 101.5 B .O.L. @ 99,0 B.O.W. @ 99.0 TO 101.0 MAX. DEPTH 16.61 1 2' 1 FOOTING AND WALL CONCRETE 4,000 LBS. MIX WITH FIBER MESH AND #5 REB AR 4 RUNS IN FOOTING AND 2 RUNS IN WALL WITH 1'x3' L'S SET VERTIC ALLY 2' ON CENTER INSTALLATION REQUIREMENTS. CkT© Gar. . 99-04 6" 10Y 3/2 99.6 EL 10" TFT HOLLY 99.76 EL 24" M & 98.0 EL SANDY LOAM ' OL EL CI 10Y 5/8 93.0 EL C2 LOAMY SAND 132" 10YR 5/8 89.0 EL C3 CLAY 104" 2.5Y 4/1 i 192" C3 FINE SANDS 84.0 EL .•', 10YR 6/2 RAWL SPACE , 84.6 EL TJ41 99.74 ' (Assumed) m' Benchmark set Right car. bot. brick step EI.=99.44 (Assumed) 3 � Lot 25 0.4+/- Ac. °' Map 149 Parcel 56 B ATH BEDROOM - BEDROOM SECOND FLOOR PLAN DECK _ F-- Q BEDROOM to F- W 0 KITCHEN LIVING BA DEN FIRST FLOOR PLAN 6'L _xxS0.26 EOMARS14 Permit v.1id f r REPAIR ()1 SEPTIC Sl',%FEM 0N1 d �� ' ; St,16 anti I oval septic v;ti iances. X_ 90.42 4.40 flolIr of bIciltn roview and approval is rel!Uiit for EOMARSH any feigr(DHat Ab� (ins/ri•ntt, ations/alterations to sewage facilities and/or str"clut eS/(Iwelli 9i Yarmouth Health Dcpartvlcnt ' APPRO N/ / Scale": 1"=20' Name Date ; O 20 40 60 X 90.22 EOMARSH GARAGE 99.3 97 EL REMOVE A+B LAYERS. .3 EL TEST HOLE LOG DATE: 3/21/17 TEST BY. MIKE O'LOUGHLIN WITNESS: AMY VON HONE PERC RATE: 50 MIN. PER/INCH (CLASS III) BASED ON SIEVE TEST OF T.H.#2 C2 LAYER TEST HOLE _# 1 TEST HOLE -12 n" 100.0 EL n"100.6 EL 30"PERCHED WATER 97.5 EL WATER ENCOUNTERED 84.0 EL GENERAL NOTES 1. CONTRATOR TO NOTIFY DIGSAFE PRIOR TO EXCAVATION, AND CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, IF REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE B AC KFILL. 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. IF AN OVERDIG IS REQUIRED, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL 10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. DESIGN DATA EXISTING 3 BEDROOM DWELLING DAILY FLOW. MIN. (3) BEDROOM X 110 GPD = 330 GPD SEPTIC TANK: 330 GAL X 2.5 = 825 GALLON USE: EXISTING 1,000 SEP11C TANK PUMP CHAMBER: USE A 1,000 GALLON MONO H-20 WATERPROOD PUMP CHAMBER. SAS REQUIRED: 330 X .25 = 1,320 SQ./FT. USE A PERK RITE PRESSURE DOSE SYSTEM IN THE LEACHING FEILD PROVIDED: 1,322.0 SF. NOTE 1. EXISTING LEACHING IS TO BE LEFT IN PLACE FOR FUTURE ROOF DRYWELL. 2. A REMOVAL OF THE A & B LAYERS IS REQUIRED 3. SAS TO STAKED OUT BY SURVEYOR 4. EXISTING 1,000 GAL. SEPTIC TANK INLET PIPE, OUTLET PIPE AND RISERS MUST BE RESEALED WITH HYDRAULIC CEMENT. 5. RETAINING WALL MUST BE INSTALLED PER PLAN WITH INSPECTION OF REROD PLACEMENT. 6. REPLACE PIPE FROM HOUSE TO SEP11C TANK. NOTES: PUMP CHAMBER 1. PERK RITE PRESURE DOSING SYSTEM TO BE SUPPLIED AND INSTALLED BY OAKSON INC. 2. FLOATS TO BE INSTALLED SO THAT THEY MAY BE REACHED FROM MAN -HOLE COVER 3. ELECTRICAL WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN UNDER ELEC TRIC AL PERMIT. 4. PUMP MUST BE POWERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT TO THE ALARM. BUOYANCE CALCULATIONS FOR 1,000 MONO H-20 PUMP CHAMBER 17,000 LBS 6 H X (7.5' X 6') X 62.4 = 16,480 LB STORAGE AND DESIGN REQUIREMENTS DESIGN FLOW: 330 GPD (EXISTING 3 BEDROOM DWELLING) RESERVE VOLUME PROVIDED = 8' X 4' X 2' = 64 C U/FT 64 CU.FT. X 7.48 GAL/CU.FT. = 478.72 RESERVE GALLONS VARIANCE REQUEST 1. 310CMR 15.211 SAS REQUIRED SETBACK FROM PROPERTY LINE IS 10' REQUEST 5' RELEIF 2. TOWN OF YARMOUTH REGUATION 7.4: REQUEST TO USE A PERULATION RATE OF GREATER THAN 20 MINS./INCH. USE A 25 MINS./INCH PERC RATE. HEALTH AGENT APPROVAL DATE SURVEYOR: SEWAGE PLAN ENGINEER: TERRY WARNER STEPHEN HAAS LOCATION: 41 PHEASANT COVE C IRC LE , TERRY U ANN N WARNER A No. 38721 r� PREPARED FOR: GERALD AND KATHLEEN McC LELLAN SCALE: 1" = 20' DATE: MAY 30, 2017 JOB NUMBER: 3-23-17SP REVISED SHEET NUMBER: 1 DRW BY MOL JUNE 5, 2017 MAP: PARC EL: 149 56 J. O'LOUGHLIN INC. 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942 A LOAMY SAND 6" 10Y 3/2 99.6 EL 10" B LOAMY SAND 99.76 EL 24" 10Y 3/2 98.0 EL SANDY LOAM 84" CI 10Y 5/8 93.0 EL C2 LOAMY SAND 132" 10YR 5/8 89.0 EL C3 CLAY 104" 2.5Y 4/1 91.93 EL 192" C3 FINE SANDS 84.0 EL 30"PERCHED WATER 97.5 EL WATER ENCOUNTERED 84.0 EL GENERAL NOTES 1. CONTRATOR TO NOTIFY DIGSAFE PRIOR TO EXCAVATION, AND CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, IF REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE B AC KFILL. 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. IF AN OVERDIG IS REQUIRED, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL 10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. DESIGN DATA EXISTING 3 BEDROOM DWELLING DAILY FLOW. MIN. (3) BEDROOM X 110 GPD = 330 GPD SEPTIC TANK: 330 GAL X 2.5 = 825 GALLON USE: EXISTING 1,000 SEP11C TANK PUMP CHAMBER: USE A 1,000 GALLON MONO H-20 WATERPROOD PUMP CHAMBER. SAS REQUIRED: 330 X .25 = 1,320 SQ./FT. USE A PERK RITE PRESSURE DOSE SYSTEM IN THE LEACHING FEILD PROVIDED: 1,322.0 SF. NOTE 1. EXISTING LEACHING IS TO BE LEFT IN PLACE FOR FUTURE ROOF DRYWELL. 2. A REMOVAL OF THE A & B LAYERS IS REQUIRED 3. SAS TO STAKED OUT BY SURVEYOR 4. EXISTING 1,000 GAL. SEPTIC TANK INLET PIPE, OUTLET PIPE AND RISERS MUST BE RESEALED WITH HYDRAULIC CEMENT. 5. RETAINING WALL MUST BE INSTALLED PER PLAN WITH INSPECTION OF REROD PLACEMENT. 6. REPLACE PIPE FROM HOUSE TO SEP11C TANK. NOTES: PUMP CHAMBER 1. PERK RITE PRESURE DOSING SYSTEM TO BE SUPPLIED AND INSTALLED BY OAKSON INC. 2. FLOATS TO BE INSTALLED SO THAT THEY MAY BE REACHED FROM MAN -HOLE COVER 3. ELECTRICAL WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN UNDER ELEC TRIC AL PERMIT. 4. PUMP MUST BE POWERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT TO THE ALARM. BUOYANCE CALCULATIONS FOR 1,000 MONO H-20 PUMP CHAMBER 17,000 LBS 6 H X (7.5' X 6') X 62.4 = 16,480 LB STORAGE AND DESIGN REQUIREMENTS DESIGN FLOW: 330 GPD (EXISTING 3 BEDROOM DWELLING) RESERVE VOLUME PROVIDED = 8' X 4' X 2' = 64 C U/FT 64 CU.FT. X 7.48 GAL/CU.FT. = 478.72 RESERVE GALLONS VARIANCE REQUEST 1. 310CMR 15.211 SAS REQUIRED SETBACK FROM PROPERTY LINE IS 10' REQUEST 5' RELEIF 2. TOWN OF YARMOUTH REGUATION 7.4: REQUEST TO USE A PERULATION RATE OF GREATER THAN 20 MINS./INCH. USE A 25 MINS./INCH PERC RATE. HEALTH AGENT APPROVAL DATE SURVEYOR: SEWAGE PLAN ENGINEER: TERRY WARNER STEPHEN HAAS LOCATION: 41 PHEASANT COVE C IRC LE , TERRY U ANN N WARNER A No. 38721 r� PREPARED FOR: GERALD AND KATHLEEN McC LELLAN SCALE: 1" = 20' DATE: MAY 30, 2017 JOB NUMBER: 3-23-17SP REVISED SHEET NUMBER: 1 DRW BY MOL JUNE 5, 2017 MAP: PARC EL: 149 56 J. O'LOUGHLIN INC. 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942 AP LOAMY SAND 10Y 3/2 10" 99.76 EL B LOAMY SAND 10Y 5/3 18" 99.1 EL C FINE SAND 30" I 2.5Y 6/3 98.1 EL C2 SANDY CLAY LOAM 104" 10YR 6/3 91.93 EL C3 FINE SANDS 10YR 6/2 192"1 84.6 EL 30"PERCHED WATER 97.5 EL WATER ENCOUNTERED 84.0 EL GENERAL NOTES 1. CONTRATOR TO NOTIFY DIGSAFE PRIOR TO EXCAVATION, AND CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE & UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM IS TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, IF REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE B AC KFILL. 5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 6. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 7. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 8. IF SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. IF AN OVERDIG IS REQUIRED, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL 10. ALL 4" PIPE CONNECTIONS AT SEPTIC TANK AND D -BOX SHALL BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. DESIGN DATA EXISTING 3 BEDROOM DWELLING DAILY FLOW. MIN. (3) BEDROOM X 110 GPD = 330 GPD SEPTIC TANK: 330 GAL X 2.5 = 825 GALLON USE: EXISTING 1,000 SEP11C TANK PUMP CHAMBER: USE A 1,000 GALLON MONO H-20 WATERPROOD PUMP CHAMBER. SAS REQUIRED: 330 X .25 = 1,320 SQ./FT. USE A PERK RITE PRESSURE DOSE SYSTEM IN THE LEACHING FEILD PROVIDED: 1,322.0 SF. NOTE 1. EXISTING LEACHING IS TO BE LEFT IN PLACE FOR FUTURE ROOF DRYWELL. 2. A REMOVAL OF THE A & B LAYERS IS REQUIRED 3. SAS TO STAKED OUT BY SURVEYOR 4. EXISTING 1,000 GAL. SEPTIC TANK INLET PIPE, OUTLET PIPE AND RISERS MUST BE RESEALED WITH HYDRAULIC CEMENT. 5. RETAINING WALL MUST BE INSTALLED PER PLAN WITH INSPECTION OF REROD PLACEMENT. 6. REPLACE PIPE FROM HOUSE TO SEP11C TANK. NOTES: PUMP CHAMBER 1. PERK RITE PRESURE DOSING SYSTEM TO BE SUPPLIED AND INSTALLED BY OAKSON INC. 2. FLOATS TO BE INSTALLED SO THAT THEY MAY BE REACHED FROM MAN -HOLE COVER 3. ELECTRICAL WORK TO BE COMPLETED BY A LICENSED ELECTRICIAN UNDER ELEC TRIC AL PERMIT. 4. PUMP MUST BE POWERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT TO THE ALARM. BUOYANCE CALCULATIONS FOR 1,000 MONO H-20 PUMP CHAMBER 17,000 LBS 6 H X (7.5' X 6') X 62.4 = 16,480 LB STORAGE AND DESIGN REQUIREMENTS DESIGN FLOW: 330 GPD (EXISTING 3 BEDROOM DWELLING) RESERVE VOLUME PROVIDED = 8' X 4' X 2' = 64 C U/FT 64 CU.FT. X 7.48 GAL/CU.FT. = 478.72 RESERVE GALLONS VARIANCE REQUEST 1. 310CMR 15.211 SAS REQUIRED SETBACK FROM PROPERTY LINE IS 10' REQUEST 5' RELEIF 2. TOWN OF YARMOUTH REGUATION 7.4: REQUEST TO USE A PERULATION RATE OF GREATER THAN 20 MINS./INCH. USE A 25 MINS./INCH PERC RATE. HEALTH AGENT APPROVAL DATE SURVEYOR: SEWAGE PLAN ENGINEER: TERRY WARNER STEPHEN HAAS LOCATION: 41 PHEASANT COVE C IRC LE , TERRY U ANN N WARNER A No. 38721 r� PREPARED FOR: GERALD AND KATHLEEN McC LELLAN SCALE: 1" = 20' DATE: MAY 30, 2017 JOB NUMBER: 3-23-17SP REVISED SHEET NUMBER: 1 DRW BY MOL JUNE 5, 2017 MAP: PARC EL: 149 56 J. O'LOUGHLIN INC. 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942