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Home My WebLink AboutPlanlitas 0 0 0 �f 0 0) a) as 0 cv c ca r -{ Q 4-j CIL a> W cs (n cn (13 d U) m UO Cf) 0 0 Ln rs m INLET BAFFLE rn I 4" L.P. P.V.C. PIPE SEAL TYP. 3 PLACES PLAN VIEW 1500 GALLON SEPTIC TANK NOT TO SCALE i lei BQ OM SYSTEM I / ELEV.= 540.6 i 4" L.P. P.V.C. PIPE SEAL 6" SOIL COVER NON -WOVEN FILTER FABRIC (MIN.) ---\ /_ OVER STONE _ 4" PVC PERFORATED PLASTIC DISTRIBUTION PIPE (ASTM D 3033) ONE INCH CLEAN BROKEN STONE OR SCREENED GRAVEL INVERT 6" _T v MOTTLING UNE A ew I r• w r►1_N1^ 011`PfCk1^" NOT TO SCALE 4" CLEAN FILL LOAM & SEED CROSS-SECTION DETAIL NOT TO SCALE I i I I I t I I I It I I t I Q P I P I I I I I I I I I I I I t ► P I u I � I ( I W I 112' 30'-4-F tr I I I I I ICV � t I 1 t I I i l i I I TH t P J%12I t t PROVIbE CONTINUOUS LINE OF HA S OR SILT FENCE I 1 I I P I o THROU� OUT CONSTRUCTION I I P I t t :I P L- f 1 �P.00, lb 1 �J i i i i i PROPOS BITUMINOU - DRNEWA 0-3' TOPSOIL 4"-25" BROWN SANDY LOAM 2x2 5/8 16 GA. 25"-53" GREY MED COMP SAND / 53"-92" OLIVE BROWN SILTY SAND WIRE MESH 4" PVC ELBOW NO LEDGE NO LEDGE 1-1 /2' In lei BQ OM SYSTEM I / ELEV.= 540.6 i 4" L.P. P.V.C. PIPE SEAL 6" SOIL COVER NON -WOVEN FILTER FABRIC (MIN.) ---\ /_ OVER STONE _ 4" PVC PERFORATED PLASTIC DISTRIBUTION PIPE (ASTM D 3033) ONE INCH CLEAN BROKEN STONE OR SCREENED GRAVEL INVERT 6" _T v MOTTLING UNE A ew I r• w r►1_N1^ 011`PfCk1^" NOT TO SCALE 4" CLEAN FILL LOAM & SEED CROSS-SECTION DETAIL NOT TO SCALE I i I I I t I I I It I I t I Q P I P I I I I I I I I I I I I t ► P I u I � I ( I W I 112' 30'-4-F tr I I I I I ICV � t I 1 t I I i l i I I TH t P J%12I t t PROVIbE CONTINUOUS LINE OF HA S OR SILT FENCE I 1 I I P I o THROU� OUT CONSTRUCTION I I P I t t :I P L- f 1 �P.00, lb 1 �J i i i i i PROPOS BITUMINOU - DRNEWA i i py GARAGE "PVC PORCH _ SL1B=545.6 __ B ♦� /i l I \ JSTM 1755) PROPPSEq 4 BEDROOM i PROPOSED RESIDENCE WELL LOGTION r � F. F. 546.9 � `PORCH FILTER BARRIER INSTALLATION & MAINTENANCE I. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION. 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE POST 1.5 FEET INTO THE GROUND. 3. LAY THE BOTTOM 6" OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMINING AND BACKFILL 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE "WEEKLY. mh -,:* 0, 1 IN Wl Z �1 A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF STOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMRWTED BY CONSTRUCTION OPERATIONS IT SFWLL BE LOOSENED TO A DEPTH OF 2 INCHES BEFORE THE FERTUZER, LIME AND SEED IS APPLIED. 10-10-10 FERTILIZER AT A RATE OF 7.5 POUNDS PER 1000 S.F. LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED. RYE GRASS APPLIED AT A RATE OF 1 LB. PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAW FREE FROM WEEDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 1000 S.F. AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER ENTIRE SURFACE SO CLEAT MARKS ARE PARALLEL TO THE CONTOURS. TOPSOIL WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES ARE GRADED TO A SLOPE NO GREATER THAN 2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL CUT SLOPES. TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS BEEN SPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL AS DEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR 7.5 LBS. PER S.F. WORK LIMESTONE INTO THE SOIL TO A DEPTF? OF 4 INCHES. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS COMPACTED THE SOIL. RET1U. COMPACTED AREAS. APPLY THE FOLLOWING GRASS SEED MIX: -SEED MARE 1a,/Am LBS./1000 S.F. KENTUCKY BLUEGRASS 2X) 0.45 CREEPING RED FESCUE 20 0.45 PERENNIAL RYEGRASS 5 0.10 45 1.00 THE RECOMMENDED SEEDING DATES ARE: APRIL 1 - JUNE 15 AND AUGUST 1 - SEPTEMBER 15 FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED FREE STRAW IMMEDIATELY FOLLOWING SEEDING. IF A PERMANENT VEGETATTVI; STAND CANNOT BE ESTABUSHED 20' 0 20' W. SCALE: 1 "=20' No. I DATE GENERAL NOTES • 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2. BASE FOR LEVELS: SUBDIVISION MAP. 3. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4. LOT AREA - 5.90f ACRES 5. ALL WORK AND MATERIAL (SEPTIC TANK. DISTRIBUTION BOX, PIPE), SHALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEM. 6. SEWER UNE FROM FOUNDATION WALL TO SEPTIC SHALL. BE 4" SCHEDULE 40 PVC - ASTM D 1785 AND JOINTS PER HEALTH DEPT. CODE. 7. TRENCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH AND HAVE A CENTER TO CENTER SPACING OF 9 FEET. 8. PIPE FROM SEPTIC TANK TO DISTRIBUTION UNES SHALL BE 4" SOLID PVC CONFORMING TO ASTUD-3034 AND SDR -35. 9. FOUNDATION DRAIN PIPE FROM HOUSE TO OUTLET SHALL CONFORM TO TABLE 2-C OF THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND STANDARDS FOR INSTALLATION WITHIN 25 FEET OF A SEWAGE: DISPOSAL SYSTEM. 10. THERE ARE PRESENTLY NO KNOWN WATER WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. 11. A VERTICAL BENCHMARK WILL BE PROVIDED WITHIN 100 FEET OFTHE PROPOSED HOUSE LOCATION PRIOR TO THE START OF CONSTRUCTION. 12. CLEAR AND GRUB THE AREA WHERE THE SEPTIC SYSTEM AND HOUSE ARE TO BE CONSTRUCTED. ALL TOPSOIL IS TO BE STRIPPED AND STOCKPILED FOR FUTURE USE. 13. ALL FILL MATERIAL SHALL BE CLEAN EARTH FREE OF STAMPS, ORGANICS, CONSTRUCTION DEBRIS AND TOPSOIL 14. TOPSOIL SHALL BE RE-APPLIED OVER ALL FILL AREAS AND ALL DISTURBED AREAS TO PROVIDE A MINIMUN DEPTH OF FOUR INCHES. 15. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. 16. IF BLASTING IS REQUIRED A PRE -BLAST SURVEY WILL BE REQUIRED. CALL BEFORE YOU DIG: 1-800-922-4455. 17. ADDITIONAL TEST HOLES TO BE PROVIDED IN THE PRIMARY AND RESERVE AREAS. ►/ l ■ :4a ■ z - SUBDIVISION PLAN, AWSON'S WAY SUBDIVISION, PREPARED FOR RTT DEVELOPMENT, INC., CHAPEL HILL ROAD & FORSYTH ROAD, MONTVIL.LE. CT, PREPARED BY CME/CPK DESIGN GROUP, 110 BROADWAY, NORWICH, CT. DATED: 1/01/03, REVISED TO: 6/20/2003. TEST HOLE DATA PER REFERENCE PLAN 0-4" TOPSOIL 0-3' TOPSOIL 4"-25" BROWN SANDY LOAM 2x2 5/8 16 GA. 25"-53" GREY MED COMP SAND / 53"-92" OLIVE BROWN SILTY SAND WIRE MESH 4" PVC ELBOW NO LEDGE NO LEDGE 1-1 /2' In WATER 0 75" NO MOTTLING MOTTLING A 53" 1-1/4- -1/4" I TH#610 0-3" TOPSOIL 1-3/4" 0-4" TOPSOIL 23"-37" GREY MED COMP SAND 4"-38' BROWN SANDY LOAM 37"-92' OLIVE BROWN SILTY SAND 38"-85" GREY MED COMP MED SAND NO LEDGE NO LEDGE WATER 0 71 " NO WATER NO MOTTLING ao 2" 2 PROVID� ANTI -TRACKING PAD STANDARD D -BOX W/ELBOW } ' NOT TO SCALE I FILTER FABRIC of, IAIUM POST >_ \ WIRE MESH FENCING 1 4 J C� � �6w / COMPACTED BACKFILL AFTER } PLACEMENT OF SILT FENCE SILT FENCE DETAIL NOT TO SCALE i i py GARAGE "PVC PORCH _ SL1B=545.6 __ B ♦� /i l I \ JSTM 1755) PROPPSEq 4 BEDROOM i PROPOSED RESIDENCE WELL LOGTION r � F. F. 546.9 � `PORCH FILTER BARRIER INSTALLATION & MAINTENANCE I. DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION. 2. POSITION THE POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE POST 1.5 FEET INTO THE GROUND. 3. LAY THE BOTTOM 6" OF THE FABRIC IN THE TRENCH TO PREVENT UNDERMINING AND BACKFILL 4. INSPECT AND REPAIR BARRIER AFTER HEAVY RAINFALL 5. SEDIMENT DEPOSITS ARE TO BE REMOVED WHEN THEY REACH A HEIGHT OF ONE FOOT BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS NOT REGULATED BY THE INLAND WETLANDS COMMISSION. 6. INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWICE "WEEKLY. mh -,:* 0, 1 IN Wl Z �1 A TEMPORARY SEEDING OF RYE GRASS WILL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF STOCKPILES. IF THE SOIL IN THE STOCKPILES HAS BEEN COMRWTED BY CONSTRUCTION OPERATIONS IT SFWLL BE LOOSENED TO A DEPTH OF 2 INCHES BEFORE THE FERTUZER, LIME AND SEED IS APPLIED. 10-10-10 FERTILIZER AT A RATE OF 7.5 POUNDS PER 1000 S.F. LIMESTONE AT A RATE OF 90 LBS. PER 1000 S.F. SHALL BE USED. RYE GRASS APPLIED AT A RATE OF 1 LB. PER 1000 S.F. SHALL PROVIDE THE TEMPORARY VEGETATIVE COVER. STRAW FREE FROM WEEDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 1000 S.F. AS A TEMPORARY MULCH. APPLY MULCH AND DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER ENTIRE SURFACE SO CLEAT MARKS ARE PARALLEL TO THE CONTOURS. TOPSOIL WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN COMPLETED AND THE SLOPES ARE GRADED TO A SLOPE NO GREATER THAN 2.5 TO 1. PROVIDE SLOPE PROTECTION ON ALL CUT SLOPES. TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS BEEN SPREAD, ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL AS DEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 10-10-10 FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR 7.5 LBS. PER S.F. WORK LIMESTONE INTO THE SOIL TO A DEPTF? OF 4 INCHES. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS COMPACTED THE SOIL. RET1U. COMPACTED AREAS. APPLY THE FOLLOWING GRASS SEED MIX: -SEED MARE 1a,/Am LBS./1000 S.F. KENTUCKY BLUEGRASS 2X) 0.45 CREEPING RED FESCUE 20 0.45 PERENNIAL RYEGRASS 5 0.10 45 1.00 THE RECOMMENDED SEEDING DATES ARE: APRIL 1 - JUNE 15 AND AUGUST 1 - SEPTEMBER 15 FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED FREE STRAW IMMEDIATELY FOLLOWING SEEDING. IF A PERMANENT VEGETATTVI; STAND CANNOT BE ESTABUSHED 20' 0 20' W. SCALE: 1 "=20' No. I DATE GENERAL NOTES • 1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 2. BASE FOR LEVELS: SUBDIVISION MAP. 3. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4. LOT AREA - 5.90f ACRES 5. ALL WORK AND MATERIAL (SEPTIC TANK. DISTRIBUTION BOX, PIPE), SHALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEM. 6. SEWER UNE FROM FOUNDATION WALL TO SEPTIC SHALL. BE 4" SCHEDULE 40 PVC - ASTM D 1785 AND JOINTS PER HEALTH DEPT. CODE. 7. TRENCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH AND HAVE A CENTER TO CENTER SPACING OF 9 FEET. 8. PIPE FROM SEPTIC TANK TO DISTRIBUTION UNES SHALL BE 4" SOLID PVC CONFORMING TO ASTUD-3034 AND SDR -35. 9. FOUNDATION DRAIN PIPE FROM HOUSE TO OUTLET SHALL CONFORM TO TABLE 2-C OF THE CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND STANDARDS FOR INSTALLATION WITHIN 25 FEET OF A SEWAGE: DISPOSAL SYSTEM. 10. THERE ARE PRESENTLY NO KNOWN WATER WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. 11. A VERTICAL BENCHMARK WILL BE PROVIDED WITHIN 100 FEET OFTHE PROPOSED HOUSE LOCATION PRIOR TO THE START OF CONSTRUCTION. 12. CLEAR AND GRUB THE AREA WHERE THE SEPTIC SYSTEM AND HOUSE ARE TO BE CONSTRUCTED. ALL TOPSOIL IS TO BE STRIPPED AND STOCKPILED FOR FUTURE USE. 13. ALL FILL MATERIAL SHALL BE CLEAN EARTH FREE OF STAMPS, ORGANICS, CONSTRUCTION DEBRIS AND TOPSOIL 14. TOPSOIL SHALL BE RE-APPLIED OVER ALL FILL AREAS AND ALL DISTURBED AREAS TO PROVIDE A MINIMUN DEPTH OF FOUR INCHES. 15. ALL EXISTING UTILITIES TO BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. 16. IF BLASTING IS REQUIRED A PRE -BLAST SURVEY WILL BE REQUIRED. CALL BEFORE YOU DIG: 1-800-922-4455. 17. ADDITIONAL TEST HOLES TO BE PROVIDED IN THE PRIMARY AND RESERVE AREAS. ►/ l ■ :4a ■ z - SUBDIVISION PLAN, AWSON'S WAY SUBDIVISION, PREPARED FOR RTT DEVELOPMENT, INC., CHAPEL HILL ROAD & FORSYTH ROAD, MONTVIL.LE. CT, PREPARED BY CME/CPK DESIGN GROUP, 110 BROADWAY, NORWICH, CT. DATED: 1/01/03, REVISED TO: 6/20/2003. TEST HOLE DATA PER REFERENCE PLAN 0-4" TOPSOIL 0-3' TOPSOIL 4"-25" BROWN SANDY LOAM 3"-31 " BROWN SANDY LOAM 25"-53" GREY MED COMP SAND 31'-84" GREY MED COMP MED SAND 53"-92" OLIVE BROWN SILTY SAND NO LEDGE NO LEDGE NO WATER WATER 0 75" NO MOTTLING MOTTLING A 53" THj612 TH#610 0-3" TOPSOIL 3"-23" BROWN SANDY LOAM 0-4" TOPSOIL 23"-37" GREY MED COMP SAND 4"-38' BROWN SANDY LOAM 37"-92' OLIVE BROWN SILTY SAND 38"-85" GREY MED COMP MED SAND NO LEDGE NO LEDGE WATER 0 71 " NO WATER NO MOTTLING POSSIBLE MOTTLING O 35" PERCOLATION RATE INFORMATION PROVIDED PER REFERENCE PLAN PERCOLATION RATE: LOT #35/8-000 - 7.0 MIN/INCH DESIGN DATA PERCOLATION RATE - 1-10 MIN./INCH 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA PROVIDE 2 - 110' LEACHING TRENCHES EFFECTIVE LEACHING AREA - 220 LF X 3.0 SF/LF - 660 SF PROVIDE 1.500 GAL 2 -COMPARTMENT TANK M.L.S.S. 26 X 2 X 1.2 = 67.4 LF M.LS.S. PROVIDED - 100 LF �11 1. REMOVE AND STOCKPILE TOPSOIL 2. PLACE BANK RUN GRAVEL. LESS THAN 5% FINES) PLACED IN 6" UFTS AND COMPACTED TO 95% DENSITY. 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 4. FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE 5. CAP ENDS OF PIPES. 6. PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM AND BACKFILL WITH NATIVE MATERIAL. 7. REPLACE TOPSOIL.. SEED do MULCH. - - PROPERTY UNE g SETBACK UNE - - - - 544 - - - - EXIST. CONTOURS EDGE OF ROAD EDGE OF DRIVEWAY ® PRIMARY SEPTIC SYSTEM o e J RESERVE SEPTIC SYSTEM 044 PROPOSED CONTOUR UNE CLA Engin L, serInc. CIVIL STRUCTURAL - SNG 317 Main Street Norwich, CT 06360 REVISION/- v (860) 886---1966 Fax (860) 886-0165 Project No. Joe & Tracy Solesky CU -3599 Proj. Engineer ALLISON'S WAY SUBDIVISION J.F.M. #6 ALLISON'S INA` Date:/22/05 MO LES CT Sheet No. Septic Design - Lot *35/8-000