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Home My WebLink About938 West Yarmouth Road - Sewage Plan 218" OR 24" CAST IRON COVER WITH RISER COVER WITH RISER 6 " z COVERJO GRADE LEVEL COVER, WITH RISER 6 " MINIMUM 9" COVER BELOW GRADE I BELOW GRADE EXCLUDING TOPSOIL 19.04 t PIPE TO BE LEVEL I- I r -FOR 2' OUT OF D -BOX 10" TEE I R 14" TEE & \ 17.88 FILTER TO BE 17.63 INSTALLED 1500 GALLON H-10 MONO SEPTIC TANK TOP 0 17.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6.83 00000000000 0 0 0 0 0 0 0 0 0 0 0 17.0 I H-zD 16.5 (2) 500 GALLON H-10 DRYWELLS OTTOM 0 14.5 o-eox / WITH 3/4 -1 1/2" OF DOUBLE WASHED STONE BE REMOVED t3 3' ON ENDS AND 2' BETWEEN DRYWELLS AND S 1O" ON SIDES aw LOAMY SAND 12.5' X 25' 5.0' 20.0 EL_ -6' COMPACT STONE 18.0 EL 1 O OR COMPACTED BASE O 4" WASTE PIPE 9.5 EL 2 THROUGH it BOTTOM OF •TH �1 CELLAR FLOOR \ PATIO ' 18.9 TEST HOLE ------------ LIVING _ BED BATH LIVING BED LIVING BATH FAMILY GARAGE WALK OUT FAMILY (KITCHEN KITCHEN ROOM BASEMENT � ROOM BED `m BED LAUNDRY I a o ( ¢ BED KITCHEN BED EXISTING FLOOR PLAN BASEMENT ._I 1ST FLOOR WITH PROPOSED EDITION ______________ (NOT M SCALE). .(NOT TO SCAQ (NOT M SCALE) LOT 1 14,149.4 S.F. MAP 102 w ,0 p N• �: 109.49 - t PUMP OUT AND REMOVE EXISTING LEACHING PIT (SEE NOTE #2) ,21.0 EL r' .20.0 0 PUMP OUT AND REMOVE EXISTING CESSPOOL (SEE NOTE #1) PROPOSED DRY WELL 21.0 NOTES 1. PUMP OUT AND REMOVE EXISTING CESSPOOL AND ANY CONTAIMINATED SOILS WITHIN 5 OF S.A.S.. 2. PUMP OUT AND REMOVE EXISTING LEACHING PIT AND ANY CONTAMINATED SOILS WITHIN 5' OF S.A.S.. 3. EXISTING SEPTIC TANK TO BE REPLACED WITH NEW 1500 GALLON MONO H-10 TANK. 4. PLAN REFERENCE: CERTIFIED FOUNDATION PLAN OF 938 WEST YARMOUTH ROAD, YARMOUTH, MA, PREPARED BY WELLER & ASSOCIATES, DATED 8-19-09. DESIGN DATA DAILY FLOW (3) BEDROOMS X 110 GPD = 330 GPD NOT DESIGNED FOR GARGASE GRINDER SEPTIC TANK: 330 GPD X 200% = 660 GPD USE: NEW 1500 GALLON H-10 MONO SEPTIC TANK USE: 6 HOLE H-20 D -BOX SOIL ABSORPTION SYSTEM: USE: (2) 500 GALLON H-10 DRYWELLS WITH DOUBLE WASHED STONE 3' ON ENDS AND 2' BETWEEN DRYWELLS AND 3' 10" ON SIDES. SIDEWALL AREA: 75' X 2' X 0.74 = 111.0 GPD BOTTOM AREA: 12.5' X 25' X 0.74 = 231.25 GPD TOTAL AREA: = 342.25 GPD GENERAL NOTES 1. 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. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED FOR SEP11C SYSTEM UPGRADE. J. O'LOUGHLIN INC. WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED USE. 4. DESIGNER AND TOWN BOH AGENT TO INSPECT & CERTIFY OVER - DIG, WHEN REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL. 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 UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S. AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5 AROUND AND UNDER S.A.S.. 10. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX $HALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. 0" 6A 6A Z Z cP� S7jq � T �FR�r o LI! �1HER LANE pKER HOUSE R0. 0 WHITE ROCK RD. TEST HOLE LOG DATE: 8/25/09 TEST BY: MIKE O'LOUGHLIN WITNESS: AMY VON HONE TEST HOLE # 1 TEST HOLE # 2 20.0 EL n" 20.5 EL -N EXISTINGWALK 10YR 4/2 10YR 4/2 GALLON TANK TO OUT 6" =i J BE REMOVED t3 r O aw LOAMY SAND o 10YR 5/8 TH 20.0 EL_ ____________� 18.0 EL 1 O O 4" WASTE PIPE 2 THROUGH •TH �1 CELLAR FLOOR \ PATIO ' 18.9 { 27' BM 20.0 GARAGE SLAB i ,LANDSC APE 18.5 PROPOSED EDITION TIE WALL -• 22.0 STONE X DRIVEWAY 24.0 PAVED DRIVEWAY X 23.0 g1.81 SANE HEAVER - t PUMP OUT AND REMOVE EXISTING LEACHING PIT (SEE NOTE #2) ,21.0 EL r' .20.0 0 PUMP OUT AND REMOVE EXISTING CESSPOOL (SEE NOTE #1) PROPOSED DRY WELL 21.0 NOTES 1. PUMP OUT AND REMOVE EXISTING CESSPOOL AND ANY CONTAIMINATED SOILS WITHIN 5 OF S.A.S.. 2. PUMP OUT AND REMOVE EXISTING LEACHING PIT AND ANY CONTAMINATED SOILS WITHIN 5' OF S.A.S.. 3. EXISTING SEPTIC TANK TO BE REPLACED WITH NEW 1500 GALLON MONO H-10 TANK. 4. PLAN REFERENCE: CERTIFIED FOUNDATION PLAN OF 938 WEST YARMOUTH ROAD, YARMOUTH, MA, PREPARED BY WELLER & ASSOCIATES, DATED 8-19-09. DESIGN DATA DAILY FLOW (3) BEDROOMS X 110 GPD = 330 GPD NOT DESIGNED FOR GARGASE GRINDER SEPTIC TANK: 330 GPD X 200% = 660 GPD USE: NEW 1500 GALLON H-10 MONO SEPTIC TANK USE: 6 HOLE H-20 D -BOX SOIL ABSORPTION SYSTEM: USE: (2) 500 GALLON H-10 DRYWELLS WITH DOUBLE WASHED STONE 3' ON ENDS AND 2' BETWEEN DRYWELLS AND 3' 10" ON SIDES. SIDEWALL AREA: 75' X 2' X 0.74 = 111.0 GPD BOTTOM AREA: 12.5' X 25' X 0.74 = 231.25 GPD TOTAL AREA: = 342.25 GPD GENERAL NOTES 1. 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. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED FOR SEP11C SYSTEM UPGRADE. J. O'LOUGHLIN INC. WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED USE. 4. DESIGNER AND TOWN BOH AGENT TO INSPECT & CERTIFY OVER - DIG, WHEN REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE BACKFILL. 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 UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE RESERVE OF THE S.A.S. AN OVERDIG REQUIRING CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5 AROUND AND UNDER S.A.S.. 10. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX $HALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. 0" 6A 6A Z Z cP� S7jq � T �FR�r o LI! �1HER LANE pKER HOUSE R0. 0 WHITE ROCK RD. TEST HOLE LOG DATE: 8/25/09 TEST BY: MIKE O'LOUGHLIN WITNESS: AMY VON HONE TEST HOLE # 1 TEST HOLE # 2 20.0 EL n" 20.5 EL -N AP LOAMY AP LOAMY SAND 10YR 4/2 10YR 4/2 BW LOAMY SAND 6" 5/8 19.5 EL 6" r aw LOAMY SAND 10YR 5/8 23" 18.0 EL 23" BOTTOM OF PERK 0 40" EL 15.58 Cl FINE MEDIUM SAND 2.5Y 6/6 126" 9.5 EL 126" AP LOAMY SAND 10YR 4/2 BW LOAMY SAND 10YR 5/8 20.0 EL 18.6 EL 10.05 EL WATER NOT ENCOUNTERED WATER NOT ENCOUNTERED • N. W. SIDE OF TEST HOLE DISTURBED SOILS PERK RATE > 2 MIN PER INCH i 7n p;R 1aa Department] k r., - L. HEALTH AGENT APPROVAL DATE SEWAGE PLAN DRAWN BY. MARYBETH MCKENZI LOCATION: g38 WEST YARMOUTH ROAD REGISTERED SANIT/ I� PREPARED FOR: MATTHEW AND STACEY HARRISON SCALE: 1 = 20 DATE: OC TOB ER 15, 2009 ` JOB NUMBER: 09_224 REVISION: y MAP: 115 PARCEL: 40 RYBErH vy CKENZIE yl J. O'LOUGHLIN INC. NO. 1322 714 MAIN STREET, YARMOUTH PORT, MA 02675 S (508) 362-4942 SFO10TE C E� � UU P h,