Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 2015SEPTIC SYSTEM PROFILE BM©T.O.F100.0 COVER TO WITHIN 6" COVERS TO BE WITHIN 6 11OF FINISH GRADE OF FINISHED GRADE 100.0 ' F.G. MAX. F.G. 100.5 MINIMUM 2" PEASTONE OR 98.7 PIPE TO BE LEVEL GEOTEXTILE FABRIC FOR 2' OUT OF D -BOX --- TOP @97.5 T.O.L.@97.5 14" TEE AND -'"I Doo=o 0 00000 �or�or===Door= O ==OCI000=== GAS BAFFLE 97.34 t o=00==000== 40 MIL LINER _. -97.1 _=====0=000 97.26 ==o==oo===o _____= 0 0 x 0 0 H �20 96.5 D -Box BOTTOM @ 94.5 B.O.L. @ 93.0 WITH 3/4"(>1 1/2" OF DOUBLE WASHED STONE 1000 GALLON H-10 6" COMPACT STONE 3' ON ENDS AND 2.67' ON SIDES EXISTING SEPTIC TANK OR COMPACTED B ASE 10' X 40' 5.0' Scale: 1"=20' 0 20 40 60 ADJ. WATER 89.5 1/15 WELL AIW 241 ZONE B 3.0' WATER 86.5 BOTTOM OF \ #2 TEST HOLE GARAGE INIS14ED FAMILY LIVING � KITCHEN F11111111111 I BATH BEDROOMi BEDROOM 1ST FLOOR 'ermit yah,,, -for RrPAIR OF SFPTIE SVSTPM )NLY, due to State and Local septic .variances. loard of'Ifealth.review and approval is required for ny fu lure additions/r nova(ions/alter..1tions to ewage facili*hes and/or structures/dwelling. ;Vdr nouth Walth I)cpartment .2, C at c 116Ce TEST HOLE LOG DATE: 1/1f/15 TEST BY: MIKE O'LOUGHLIN WITNESS: AMY VON HONE PERC RATE: < 2 MIN TEST HOLE # 1 TEST HOLE # 2 n" 99.5 EL n" 98.5 EL FILL 72" 93.5 EL A LOAMY SAND 78 > 10Y 3/2 93.0 EL BW LOAMY SAND 98" 10Y5/8 91.33 EL C FINE MEDIUM SAND 2.5Y 6/4 NO WATER ENCOUNTERED 87.5 EL I BEDi2OOM I BATH BEDROOM 2ND FLOOR BOTTOM OF PERK 108" PRESOAK 12:50 < 9" FILL ENGINEER: 54" 94.0 EL A LOAMY SAND 1OY 3/2 60" YARMOUTH PORT MA 93.5 EL LOAMY SAND PREPARED FOR: BONNIE JAC OB S BONNIE B W 10Y 5/8 t , 84" DATE: FEB 20, 2015 91.5 EL 41, C FINE MEDIUM SAND JOB NUMBER: 1-15-15SP 2.5Y 6/4 SHEET NUMBER: 1 DRW BY KMJ WATER 144 ENCOUNTERED MAP: 116 I BEDi2OOM I BATH BEDROOM 2ND FLOOR BOTTOM OF PERK 108" PRESOAK 12:50 < 9" 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. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, 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. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S. __10.__ALL_4:-PIPZ-C,ONNE:CTIONS AT SEPTIC-_TAANK-AND---D-B OX, SHALL - BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. DESIGN DATA DAILY FLOW: (4) BEDROOMS X 110 GPD = 440 GPD SEPTIC TANK: 330 GPD X 2 = 660 GPD USE: EXISTING 1000 GALLON H-10 SEPTIC TANK DISTRIBUTION BOX: USE: DB -6 H-20 SOIL ABSORPTION SYSTEM: USE: (4) 500 GAL DRYWELLS H-10 WITH DOUBLE WASHED STONE 3' ON ENDS AND 2.67' ON SIDES. SIDEWALL AREA: 100' X 2' X 0.74 148 GPD BOTTOM AREA: 10' X 40' X 0.74 = 296 GPD TOTAL AREA: 148 SQFT + 296 SQFT 444 GPD NOTE 1. PUMPOUT AND REMOVE EXISTING LEACHING PIT AND ALL CONTAMINATED SOILS. 2. A 5' REMOVAL IS REQUIRED TO REMOVE THE A AND B LAYER 3.A 30' - 40 MIL -LINER INSTALLED ON THE NORTHWEST AND WEST SIDEOF THE OVERDIG FROM ELEVATION 97.5 TO 93.0 VARIANCE REQUEST 1. SAS TO BE ALLOWED 7' FROM PROPERTY LINE. RELIEF OF 3' FROM 10' CMR 15.211. 2. REQUEST .6' RELIEF FROM 3.6' REQUIRED ADJUSTMENT. FEB 2 4.2015 HEALTH AGENT APPROVAL DATE FILL ENGINEER: 54" 94.0 EL A LOAMY SAND 1OY 3/2 60" YARMOUTH PORT MA 93.5 EL LOAMY SAND PREPARED FOR: BONNIE JAC OB S BONNIE B W 10Y 5/8 t , 84" DATE: FEB 20, 2015 91.5 EL 41, C FINE MEDIUM SAND JOB NUMBER: 1-15-15SP 2.5Y 6/4 SHEET NUMBER: 1 DRW BY KMJ WATER ENCOUNTERED MAP: 116 PARCEL: 50 144" 86.5 144" 86.5 EL 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. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. 4. DESIGNER TO INSPECT & CERTIFY OVER -DIG, 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. SOILS ARE FOUND UNSUITABLE OR DIFFERING FROM THOSE FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH. 9. AN OVERDIG IS REQUIRED IN BELOW PLAN OR IF UNSUITABLE SOIL FOUND A+B LAYERS, CLEAN GRANULAR SAND MEETING 310CMR 15.255(3) SHOULD BE USED AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S. __10.__ALL_4:-PIPZ-C,ONNE:CTIONS AT SEPTIC-_TAANK-AND---D-B OX, SHALL - BE MORTARED IN PLACE. IF USING 18' PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. DESIGN DATA DAILY FLOW: (4) BEDROOMS X 110 GPD = 440 GPD SEPTIC TANK: 330 GPD X 2 = 660 GPD USE: EXISTING 1000 GALLON H-10 SEPTIC TANK DISTRIBUTION BOX: USE: DB -6 H-20 SOIL ABSORPTION SYSTEM: USE: (4) 500 GAL DRYWELLS H-10 WITH DOUBLE WASHED STONE 3' ON ENDS AND 2.67' ON SIDES. SIDEWALL AREA: 100' X 2' X 0.74 148 GPD BOTTOM AREA: 10' X 40' X 0.74 = 296 GPD TOTAL AREA: 148 SQFT + 296 SQFT 444 GPD NOTE 1. PUMPOUT AND REMOVE EXISTING LEACHING PIT AND ALL CONTAMINATED SOILS. 2. A 5' REMOVAL IS REQUIRED TO REMOVE THE A AND B LAYER 3.A 30' - 40 MIL -LINER INSTALLED ON THE NORTHWEST AND WEST SIDEOF THE OVERDIG FROM ELEVATION 97.5 TO 93.0 VARIANCE REQUEST 1. SAS TO BE ALLOWED 7' FROM PROPERTY LINE. RELIEF OF 3' FROM 10' CMR 15.211. 2. REQUEST .6' RELIEF FROM 3.6' REQUIRED ADJUSTMENT. FEB 2 4.2015 HEALTH AGENT APPROVAL DATE SEWAGE PLAN ENGINEER: STEPHEN HAAS 6 CHEYENNE LANE LOCATION: YARMOUTH PORT MA c" PREPARED FOR: BONNIE JAC OB S BONNIE t , SCALE: 1" = 20' DATE: FEB 20, 2015 41, JOB NUMBER: 1-15-15SP REVISION: FEB 24, 2015 SHEET NUMBER: 1 DRW BY KMJ MAP: 116 PARCEL: 50 PREPARED FROM CERTIFIED PL( J. O' LO U G H LI N INC. PLA" 15Y GEORGE LOUT LAND 714 MAIN STREET, YARMOUTH PORT, MA 02675 SURVEYOR DATED 4/11/80 (508) 362-4942 DRAWN BY: KENNETH JANSSON