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Home My WebLink About25 JACQUELINE CIRCLETOF 102.17 BM ASSUMED MINIMUM COVER 9 COVER WITH RISER WITHINI 6" OF GRADE 99.9 V RELOCATION OF NEW SEPTIC LINE 10" TEE L 14" E 98. T I- 99.17 -99.17 2000 GALLON H-10 SEPTIC TANK r / ot C; s co p0 98.67 VARIANCE REQUEST 1) SEPTIC TANK SET -BACK REQUIRED 10' RELIEF 7' SET -BACK FROM FOUNDATION CMR 15.211 DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS X 110 = 440 GPD SOIL TEXTURAL CLASS: CLASS 1 (.74) DESIGN PERCOLATION RATE: < 2 MIN/IN GARBAGE GRINDER: NO LEACHING AREA REQUIRED 440/.74 = 594.6 SF SEPTIC TANK: 440 GPD X 200% = 880 GALLONS USE 2000 GALLON SEPTIC TANK PROPOSED D -BOX: 6 HOLE H-20 USE (20) QUICK 4 HIGH CAPACITY INFILTRATORS (34" X 48"....X 16") WITH 3 INLET UNITS AND 2 END CAPS. 4' x 80' TRENCH CONFIGURATION WITHOUT STONE BOTTOM AREA: GENERAL USE APPROVAL FOR 80' X 7.93 SF/LF FOR TRENCH CONFIGURATION 634.4 SF GPD DESIGN: 20 UNITS X 4' X 7.93 X .74 = 469.5 GPD TOTAL 469.5 GPD Permit valid for Rd.PAIR OF SE i ,tl SVSTE.. ONLY, due to State and I;Ocal scplicWan... C Board of Health review and approval is require any future add itions/renovations/alterations sewage facilities and/or structures/dwelling. Yarmouth 116aitb 1)ep�irtuivnt BE ROOM 4 � a. a I)ate ..,._ klTCHEN DINNG k BFF�CM 2 WARNER SURVEY i =-M.'•a�9F ;iaaeyy�y, Td r I - � x fir._.._ C � ' BEDROOM 3 7� TERRY ANN coo WARNER -- -- ----- ------ --------- -- - No. 38721 25JACCIEUNE CIRCLE, W. YARMOUTH g er EXISTING FLOOR P-L,AN ` r �a/iq, 0 w N 0 A- m m TEST HOLE LOG DATE: 10/2/13 TEST BY: MICHAEL O'LOUGHLIN S.E. WITNESSED BY: AMY VON HONE PERK RATE < 2 MIN PER INCH TEST HOLE # 1 E 2 A LOAMY SAND 10YR 5/2 BW LOAMY SAND 8' 10YR 5/8 MEDIUM/ COARSE SAND C W/ GRAVEL 2.5Y 6/4 12 91.40 EL WATER NOT ENCOUNTERED TEST HOLE # 2 0„ 9 3 1 101.4 EL 100.9 EL 99.07 EL 9.85 EL 99.6 EL 96.61 EL 88.85 EL WATER NOT ENCOUNTERED 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 SEPTIC SYSTEM UPGRADE. 4. DESIGNER 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 GARB AGE 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 SHALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. OCT 2 3 2013 HEALTH DEPT. HEALTH AGENT APPROVAL DATE SEWAGE PLAN ENGINEER: STEPHEN HAAS LOCATION: 25 JACQUELINE CIRCLE, W. YARMOUTH MA PREPARED FOR: ROBERT & ELIZABETH TEATOM SCALE: 1" = 20' MAP: 29 PARC EL: 33 JOB NUMBER: 25 -JC DATE: 10/07/2013 SHEET NUMBER: 1 REVISION: J. O'LOUGHLIN INC 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942 DRAWN B Y: KENNETH JANSSnN -m COVER WITH RISER SMALL VALVE COVER BOX OR - WITHIN 6" OFI FINAL GRADE IRRIGATION VALVE BOX a GRADE Y PIPE TO BE LEVEL THREADED FOR 2' OUT OF D -BOX 100.0 FG CLEANOUT COMPACT soa BASE.-� TO SUPPPORT BOX 97.0 4" COUPLING 4" PVC PIPE CUT TO FIT TOP @ 96.88 y 6" DIAMETER Of PIPE GLUED TO 3/4" - 1 1/2" COUPLING ?Na p 98.43 �- .d 41 STONE TO BE PLACED UNDER Q 98.6 r 96'5-� T TO BE USED ASESPLASH GUARD , H-20 D -BOX -6" (20) QUICK 4 HIGH CAPACITY BOTTOM COMPACT STONE H-10 INFILTRATORSEL 95.55 OR COMPACTED BASE 1 ROWS - (20 INFILTRATORS + 6.6' 2 END CAPS) 34" X 80' NO STONE 88.95 EL BOTTOM OF TEST HOLE #2 Q t' 4Z N 19°71'20" W VARIANCE REQUEST 1) SEPTIC TANK SET -BACK REQUIRED 10' RELIEF 7' SET -BACK FROM FOUNDATION CMR 15.211 DESIGN CRITERIA NUMBER OF BEDROOMS: 4 BEDROOMS X 110 = 440 GPD SOIL TEXTURAL CLASS: CLASS 1 (.74) DESIGN PERCOLATION RATE: < 2 MIN/IN GARBAGE GRINDER: NO LEACHING AREA REQUIRED 440/.74 = 594.6 SF SEPTIC TANK: 440 GPD X 200% = 880 GALLONS USE 2000 GALLON SEPTIC TANK PROPOSED D -BOX: 6 HOLE H-20 USE (20) QUICK 4 HIGH CAPACITY INFILTRATORS (34" X 48"....X 16") WITH 3 INLET UNITS AND 2 END CAPS. 4' x 80' TRENCH CONFIGURATION WITHOUT STONE BOTTOM AREA: GENERAL USE APPROVAL FOR 80' X 7.93 SF/LF FOR TRENCH CONFIGURATION 634.4 SF GPD DESIGN: 20 UNITS X 4' X 7.93 X .74 = 469.5 GPD TOTAL 469.5 GPD Permit valid for Rd.PAIR OF SE i ,tl SVSTE.. ONLY, due to State and I;Ocal scplicWan... C Board of Health review and approval is require any future add itions/renovations/alterations sewage facilities and/or structures/dwelling. Yarmouth 116aitb 1)ep�irtuivnt BE ROOM 4 � a. a I)ate ..,._ klTCHEN DINNG k BFF�CM 2 WARNER SURVEY i =-M.'•a�9F ;iaaeyy�y, Td r I - � x fir._.._ C � ' BEDROOM 3 7� TERRY ANN coo WARNER -- -- ----- ------ --------- -- - No. 38721 25JACCIEUNE CIRCLE, W. YARMOUTH g er EXISTING FLOOR P-L,AN ` r �a/iq, 0 w N 0 A- m m TEST HOLE LOG DATE: 10/2/13 TEST BY: MICHAEL O'LOUGHLIN S.E. WITNESSED BY: AMY VON HONE PERK RATE < 2 MIN PER INCH TEST HOLE # 1 E 2 A LOAMY SAND 10YR 5/2 BW LOAMY SAND 8' 10YR 5/8 MEDIUM/ COARSE SAND C W/ GRAVEL 2.5Y 6/4 12 91.40 EL WATER NOT ENCOUNTERED TEST HOLE # 2 0„ 9 3 1 101.4 EL 100.9 EL 99.07 EL 9.85 EL 99.6 EL 96.61 EL 88.85 EL WATER NOT ENCOUNTERED 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 SEPTIC SYSTEM UPGRADE. 4. DESIGNER 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 GARB AGE 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 SHALL BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES, THESE TOO SHALL BE MORTARED IN PLACE. OCT 2 3 2013 HEALTH DEPT. HEALTH AGENT APPROVAL DATE SEWAGE PLAN ENGINEER: STEPHEN HAAS LOCATION: 25 JACQUELINE CIRCLE, W. YARMOUTH MA PREPARED FOR: ROBERT & ELIZABETH TEATOM SCALE: 1" = 20' MAP: 29 PARC EL: 33 JOB NUMBER: 25 -JC DATE: 10/07/2013 SHEET NUMBER: 1 REVISION: J. O'LOUGHLIN INC 714 MAIN STREET, YARMOUTH PORT, MA 02675 (508) 362-4942 DRAWN B Y: KENNETH JANSSnN -m