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HomeMy WebLinkAboutPlan�;�hlGt�na�a ►_'� 7 92 gb h / rIA,/ s `�- o7� Q / IN �\ c� r A: S 1 / 1 , s I ' A. u 315 r� (L �' D�� C v R € 1 r5, TF D z1z_ url�N�E_:- P'iJ � I 11000 s, WA . /' WEL �d S NORT H �,E_la- UPLANDS sa 04 (Sr LOCATING DIMENSIONS X93• FROM IP X� FROM MON. FOUNDATION CORNER 80' 114' a� FOUNDATION CORNER B 110' 83'+ - SEPTIC TANK INLET 152' 82' "D" BOX 168 103Y' 9 178' 112' I'D" BOX ...._�- WELL LOCATION 74' 80' ZONING COMPLIANCE TABLE REQUIRED PROVIDED FRONT YARD SETBACK 50' 55' SIDE YARD SETBACK 15' 38' REAR YARD SETBACK 50' 168' 4 LEGEND 7b - PROPERTY LINE �- STREET LINE 7y vc BUILDING SETBACK LINE V0 \.At EXISTING CONTOUR' ` PROPOSED CONTOUR DEEP TEST PIT LOCATION"- �' '' SECT A -A PERC TEST PIT LOCATION INLAND WETLANDS FLAGS BLU PRINTS UNL 75503 PERF. DIST PIPE ..LEVEL CUT 90• ELBOW TO PROVIDE 3"' PIFF. �- TO NEX T L6EW TRENCH MODIFIED HIGH LEVEL 1261 15" 1.25" OVERFLOW "D" BOX NOT TO SCALE NOTE: CLEANOUT HANHOLES AND ALL BAFFLED INSPECTION MANHOLES SRAI.L BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. SYNTHETIC FABRIC- F=1 ABRICFI LT1+R FEWCE IU'O.C. MAX. (ENVLP0FENCE(MIr2AF4) ,-(T'77 ' Ot2 APPROVE© EOLkLI.) WOOD I POSTS ` ,,�� •, COMPACTEO t BACKFILL WO r . ,11C �1hti. GRA DE -All 1 10- - 4? MIN. pCf'TN "•`�� Gc:Z0U N G SEDIMENT FENCE DETAIL. 4.25" I ' I" DIAMeTO STONE 12' FOR -FILTER. FAORIC 11-10 UNIT COVER - i 6 •' I SIDE 8Y SIDE INFILTRATOR SECT, 4 5.75" THE STANDARD INFILTRATOR No Scale STANDARD INFILTRATOR DEEP TEST PIT DATA PIT -A 0-7" TOPSOIL Ip`P"�°""% 101�°"�`� 7-28" SUBSOIL 28-97" SILTY SANDY GRAVEL, NO LEDGE, NO MOTTLING, NO WATER ! 1 cl wL 8" Outlet PIT B 0-9" TOPSOIL It+`�0 3"9-30" L1" ltrn a &►il7c t'0"•1'6" SUBSOIL 30-95" SILTY SANDY GRAVEL, NO LEDGE, NO u ufd 1%1d�Deplh s Deg eirwr MOTTLING, N O WATER Depth Y3 Rc+qui Ooh V3 � CRP*dty pAdry PIT C 0-6" TOPSOIL 6-31" SUBSOIL 31-100" SILTY SANDY GRAVEL, NO LEDGE, NO MOTTLING, NO WATER 4T"%NldthorDepth PIT -D 0-711 TOPSOIL 7-29" SUBSOIL 29-93" SILTY SANDY GRAVEL, NO LEDGE, NO MOTTLING, NO WATER FlGUREAQ4 T PICAI' LE11C TANK "D" BOX 168 103Y' 9 178' 112' I'D" BOX ...._�- WELL LOCATION 74' 80' ZONING COMPLIANCE TABLE REQUIRED PROVIDED FRONT YARD SETBACK 50' 55' SIDE YARD SETBACK 15' 38' REAR YARD SETBACK 50' 168' 4 LEGEND 7b - PROPERTY LINE �- STREET LINE 7y vc BUILDING SETBACK LINE V0 \.At EXISTING CONTOUR' ` PROPOSED CONTOUR DEEP TEST PIT LOCATION"- �' '' SECT A -A PERC TEST PIT LOCATION INLAND WETLANDS FLAGS BLU PRINTS UNL 75503 PERF. DIST PIPE ..LEVEL CUT 90• ELBOW TO PROVIDE 3"' PIFF. �- TO NEX T L6EW TRENCH MODIFIED HIGH LEVEL 1261 15" 1.25" OVERFLOW "D" BOX NOT TO SCALE NOTE: CLEANOUT HANHOLES AND ALL BAFFLED INSPECTION MANHOLES SRAI.L BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. SYNTHETIC FABRIC- F=1 ABRICFI LT1+R FEWCE IU'O.C. MAX. (ENVLP0FENCE(MIr2AF4) ,-(T'77 ' Ot2 APPROVE© EOLkLI.) WOOD I POSTS ` ,,�� •, COMPACTEO t BACKFILL WO r . ,11C �1hti. GRA DE -All 1 10- - 4? MIN. pCf'TN "•`�� Gc:Z0U N G SEDIMENT FENCE DETAIL. 4.25" I ' I" DIAMeTO STONE 12' FOR -FILTER. FAORIC 11-10 UNIT COVER - i 6 •' I SIDE 8Y SIDE INFILTRATOR SECT, 4 5.75" THE STANDARD INFILTRATOR No Scale 3 I, HOLE DUG TO A 40" DEPTH 12" PRESOAK AT 1:30 PM 12" REFILL AT 2:45 PM TIME READING 2:45 27.5" 2.55 32" 3.05 34.5" 3:15 36.5" 3:25 38.5 3:35 DRY MIN PERC RATE: 5.0 MIN/INCH SANITARY.ELEVATION DATA �1 SANITARY INVERT AT FOUNDATION: 84.00 O2 38'-4" DIA SCHEDULE 40 ASTM D1785 OR EQUAL PIPE (MIN SLI PE=1/4" PER FT) O3 1250 GALLON TWO COMPARTMENT SEPTIC TANK INV. 82.75 IN INV. 82.50 OUT' O4 12'-4" DIA SDR 35 PVC PIPE 5� MODIFIED HIGH LEVEL EVERFLOW "D" BOX INV. 80, 87. -IN INV. 80.70 TO 8 NV. 80.95 OVERFLOWN TO 9 V 8-'1:- 4 Dila SDR- 35TPVC. -PIPE `- O "D" BOX INV. 79.87 IN INV. 79.70 OUT 8 9 56.25' LONG(9- 6.25' LONG SECTIONS) 12" HIGH SIDE x SIDE INFILTRATORS INFILTRATOR INVERT: 81.28 O8 80.28 O BOTTOM OF INFILTRATOR ELEVATION: 80.70 `8 79.700 GENERAL NOTES 1. BOUNDARY INFORMATION AND INLAND WETLAND LIMITS TAKEN FROM THE APPROVED SUBDIVISION PLAN. THE BOUNDARY IS CERTIFIED CLASS A-2. 2. THE DEEP TEST PIT DATA ON THIS PLAN WAS WITNESSED AND RECORDED BY RAYMOND ANDREWS, UNCAS HEALTH DISTRICT, AND GARY J. WINALSKI, PE, ON MARCH 29, 1999. THE PERCOLATION TEST WAS WITNESSED AND RECORDED BY GARY J. WINALSKI ON MARCH 29, 1999. 3. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM, THE TEST PITS LOCATED AND A BENCHMARK SET BY DIETER AND GARDNER, THE ELEVATION DATUM IS ASSUMED. 4. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL LOCATION. 5. ANY TOPSOIL OR ORGANIC MATERIAL ENCOUNTERED BELOW THE TOP OF THE INFILTRATORS SHALL BE REMOVED AND REPLACED WITH FILL SUITABLE FOR SEPTIC SYSTEMS INSTALLATION. FILL SHALL BE FREE OF ORGANIC MATERIAL AND SHALL HAVE LESS THAN 5% FINES PASSING THE #200 SIEVE. 6. PERFORATE PVC FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. THE SOLID WALL PVC FOUNDATION OUTLET DRAIN SHALL BE LOCATED NO CLOSER THAT 10' FROM THE SEPTIC SYSTEM AND SHALL MEET TABLE 2-C OF THE CODE. A RODENT PROOF COVER SHALL BE PROVIDED ON THE FOUNDATION OUTLET DRAIN AT "DAY LIGHT." 7. OWNER/APPLICANT: MARK WHETHERBEE 24 MILTON RD. QUAKER HILL, CT. 06375 (860) 447-1196 8. ENGINEER: GARY J. WINALSKI 9 HERITAGE DRIVE STONINGTON, CONN 06378 (860) 535-2283 SANITARY DESIGN CRITERIA A. PROPOSED FOUR BEDROOM HOME WITH FULL WALKOUT BASEMENT'. NO TUB GREATER THAN 100 GALLONS IN SIZE. B. 1250 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RAVE: 1.0 TO 10.0 MIN/INCH - _ - D,____MINIMIJ-N- LEA CHI NIG S�'STFM Sn NOTE: DOES NOT APPLY, ALL RESTRICTION GREATER THAN 60" IN DEPTH E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 SF F. 12" HIGH SIDE x SIDE INFILTRATORS SELECTED FOR LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 5.9SF MINIMUM LENGTH OF SIDE x SIDE INFILTRATOR REQUIRED: 660 SF/ 5.9 SF/LF = 111.86' G. EFFECTIVE LEACHING AREA PROVIDED: 2 ROWS- 56.25' LONG 12" HIGH SIDE x SIDE INFILTRATORS 2 x 56.25' x 5.95 F/LF = 663.75 SF H. 100% RESERVE AREA REQUIRED AND PROVIDED -- CIF..° - :t 4 NO. 9671 �� flr�S fp i�1 PROPOSED ENGINEERED SEPTIC SYSTEM DESIGN l} PLOT PLAN LOT 6 - 18 GLEN CRAG PLACE MONTV I LLE CONNECTICUT SCALE: 1"=30' APRIL 1999_ t MADE IN U.S.A. STANDARD INFILTRATOR 3 I, HOLE DUG TO A 40" DEPTH 12" PRESOAK AT 1:30 PM 12" REFILL AT 2:45 PM TIME READING 2:45 27.5" 2.55 32" 3.05 34.5" 3:15 36.5" 3:25 38.5 3:35 DRY MIN PERC RATE: 5.0 MIN/INCH SANITARY.ELEVATION DATA �1 SANITARY INVERT AT FOUNDATION: 84.00 O2 38'-4" DIA SCHEDULE 40 ASTM D1785 OR EQUAL PIPE (MIN SLI PE=1/4" PER FT) O3 1250 GALLON TWO COMPARTMENT SEPTIC TANK INV. 82.75 IN INV. 82.50 OUT' O4 12'-4" DIA SDR 35 PVC PIPE 5� MODIFIED HIGH LEVEL EVERFLOW "D" BOX INV. 80, 87. -IN INV. 80.70 TO 8 NV. 80.95 OVERFLOWN TO 9 V 8-'1:- 4 Dila SDR- 35TPVC. -PIPE `- O "D" BOX INV. 79.87 IN INV. 79.70 OUT 8 9 56.25' LONG(9- 6.25' LONG SECTIONS) 12" HIGH SIDE x SIDE INFILTRATORS INFILTRATOR INVERT: 81.28 O8 80.28 O BOTTOM OF INFILTRATOR ELEVATION: 80.70 `8 79.700 GENERAL NOTES 1. BOUNDARY INFORMATION AND INLAND WETLAND LIMITS TAKEN FROM THE APPROVED SUBDIVISION PLAN. THE BOUNDARY IS CERTIFIED CLASS A-2. 2. THE DEEP TEST PIT DATA ON THIS PLAN WAS WITNESSED AND RECORDED BY RAYMOND ANDREWS, UNCAS HEALTH DISTRICT, AND GARY J. WINALSKI, PE, ON MARCH 29, 1999. THE PERCOLATION TEST WAS WITNESSED AND RECORDED BY GARY J. WINALSKI ON MARCH 29, 1999. 3. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE AND SEPTIC SYSTEM, THE TEST PITS LOCATED AND A BENCHMARK SET BY DIETER AND GARDNER, THE ELEVATION DATUM IS ASSUMED. 4. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL LOCATION. 5. ANY TOPSOIL OR ORGANIC MATERIAL ENCOUNTERED BELOW THE TOP OF THE INFILTRATORS SHALL BE REMOVED AND REPLACED WITH FILL SUITABLE FOR SEPTIC SYSTEMS INSTALLATION. FILL SHALL BE FREE OF ORGANIC MATERIAL AND SHALL HAVE LESS THAN 5% FINES PASSING THE #200 SIEVE. 6. PERFORATE PVC FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC SYSTEM. THE SOLID WALL PVC FOUNDATION OUTLET DRAIN SHALL BE LOCATED NO CLOSER THAT 10' FROM THE SEPTIC SYSTEM AND SHALL MEET TABLE 2-C OF THE CODE. A RODENT PROOF COVER SHALL BE PROVIDED ON THE FOUNDATION OUTLET DRAIN AT "DAY LIGHT." 7. OWNER/APPLICANT: MARK WHETHERBEE 24 MILTON RD. QUAKER HILL, CT. 06375 (860) 447-1196 8. ENGINEER: GARY J. WINALSKI 9 HERITAGE DRIVE STONINGTON, CONN 06378 (860) 535-2283 SANITARY DESIGN CRITERIA A. PROPOSED FOUR BEDROOM HOME WITH FULL WALKOUT BASEMENT'. NO TUB GREATER THAN 100 GALLONS IN SIZE. B. 1250 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. C. DESIGN PERCOLATION RAVE: 1.0 TO 10.0 MIN/INCH - _ - D,____MINIMIJ-N- LEA CHI NIG S�'STFM Sn NOTE: DOES NOT APPLY, ALL RESTRICTION GREATER THAN 60" IN DEPTH E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 SF F. 12" HIGH SIDE x SIDE INFILTRATORS SELECTED FOR LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 5.9SF MINIMUM LENGTH OF SIDE x SIDE INFILTRATOR REQUIRED: 660 SF/ 5.9 SF/LF = 111.86' G. EFFECTIVE LEACHING AREA PROVIDED: 2 ROWS- 56.25' LONG 12" HIGH SIDE x SIDE INFILTRATORS 2 x 56.25' x 5.95 F/LF = 663.75 SF H. 100% RESERVE AREA REQUIRED AND PROVIDED -- CIF..° - :t 4 NO. 9671 �� flr�S fp i�1 PROPOSED ENGINEERED SEPTIC SYSTEM DESIGN l} PLOT PLAN LOT 6 - 18 GLEN CRAG PLACE MONTV I LLE CONNECTICUT SCALE: 1"=30' APRIL 1999_ t MADE IN U.S.A.