Loading...
HomeMy WebLinkAboutEngineered Plan - 2010B. OF T. H. 18.2' SUNROOM MAIM' - DINING KITCHEN BATH BED LAUN. OPEN CELLAR GARAGE uKinro TEST HOLE # 1 TEST HOLE # 2 a n" no c-7 Cl n" 7A 7 FI FILL A LOAMY SAND COVER WITH RISER 10YR 4/2 Cl LOAMY SAND WITHIN 6" OF FINAL GRADE 10Y 5/6 Cl FINE SAND TOF 30.0 BM 2.5Y 6/4 FINE SAND 1NSPEC TION PORT ON 1 COVER WITH RISER EACH UNIT AT WITHIN 6": OF nNAL GRADE GRADE LEVEL . PIPE TO BE LEVEL OR 2' OUT OF D -BOX TOP 0 27.07 14. TEE BAFFLE TO BE 26.5 26.25 26.0 1NSTALLLED :26.4 (INLET) H 20 INSTALL INLET PIPEAT 1.47 EXISTING 1000 GALLON . D -BOX FROM BOTTOM OF UNIT.4- 330 CONTACTOR CULTEC UNITSBOTTOM 0 24.53 SEPTIC TANK COMPACT STONE a WITH 3/4-1 1/2" OF DOUBLE WASHED STONE � OR COMPACTED BASE 4' ON ENDS AND 2.34' ON SIDES 22' X 15.5, 19 53 B. OF T. H. 18.2' SUNROOM MAIM' - DINING KITCHEN BATH BED LAUN. OPEN CELLAR GARAGE uKinro TEST HOLE # 1 TEST HOLE # 2 a n" no c-7 Cl n" 7A 7 FI 27.92 EL FILL A LOAMY SAND 26.0 EL 10YR 4/2 Cl LOAMY SAND BW 10Y 5/6 Cl FINE SAND C a- Cl 2.5Y 6/4 FINE SAND C2 2.5Y 7/3 27.92 EL 8" . 27.5 EL 13" 26.0 EL 24" Cl 32" 25.34 EL 47" C2 104" C a- Cl 120" WATER ENCOUNTERED 0 109" WATER ENCOUNTERED 0 104" NO ADJUSTMENT NEEDED WELL-AIW-247 ZONE B 4-29-2010 a 4 a i . p HEALTH AGENT APPROVALDATE BRAWN B Y: SEWAGE PLAN MARYBETH 44CKENZIE LOC ATION: 58 SEMINOLE ` DRIVE, YARMOUTHPORT, MA REGISTERED SANITARIAN PREPARED FOR: THOMAS J. WALSH NOTES} SC ALE: 1" = 20' MAP: 116 PARC EL: 100 �' ) 1. REFERENCED CERTIFIED PLOT PLAN -DONE BY ROBIN MA t BETH WILC0X. ON 3/31/87. JOB NUMBER: 10-140 DATE: 5-4-10 MCKENZIE' m 2. LEACHING PIT TO BE PUMPED AND REMOVED ALONG WITH AO. 11322 ANY CONTAMINATED SOILS. SHEET NUMBER: REVISION: 5-11-10 3. INSTALL BAFFLE ON OUTLET TEE ON EXISTING SEPTIC TANK. L� 4. DRILL A HOLE FOR THE INLET ON THE CULTEC UNITS AT 9F4/STER�� - 1.47 FROM THE BOTTOM OF THE UNITS. DO NOT USE J. 0 LOUGHLIN INC. MANUFACTURE'S HOLE AT 2'. 714 MAIN STREET, YARMOUTH PORT,- MA. 02675 /enol zcn AnAn ` FILL A LOAMY SAND 10YR 4/2 BW LOAMY SAND 10YR 5/6 Cl FINE SAND 2.5Y 6/4 PERC C2 FINE SAND 2.5Y 7/3 G. W. WATER ENCOUNTERED 0 109" WATER ENCOUNTERED 0 104" NO ADJUSTMENT NEEDED WELL-AIW-247 ZONE B 4-29-2010 a 4 a i . p HEALTH AGENT APPROVALDATE BRAWN B Y: SEWAGE PLAN MARYBETH 44CKENZIE LOC ATION: 58 SEMINOLE ` DRIVE, YARMOUTHPORT, MA REGISTERED SANITARIAN PREPARED FOR: THOMAS J. WALSH NOTES} SC ALE: 1" = 20' MAP: 116 PARC EL: 100 �' ) 1. REFERENCED CERTIFIED PLOT PLAN -DONE BY ROBIN MA t BETH WILC0X. ON 3/31/87. JOB NUMBER: 10-140 DATE: 5-4-10 MCKENZIE' m 2. LEACHING PIT TO BE PUMPED AND REMOVED ALONG WITH AO. 11322 ANY CONTAMINATED SOILS. SHEET NUMBER: REVISION: 5-11-10 3. INSTALL BAFFLE ON OUTLET TEE ON EXISTING SEPTIC TANK. L� 4. DRILL A HOLE FOR THE INLET ON THE CULTEC UNITS AT 9F4/STER�� - 1.47 FROM THE BOTTOM OF THE UNITS. DO NOT USE J. 0 LOUGHLIN INC. MANUFACTURE'S HOLE AT 2'. 714 MAIN STREET, YARMOUTH PORT,- MA. 02675 /enol zcn AnAn `