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Home My WebLink AboutPlan1000 GALL -ON___~~^ SEPTIC TANK A,S) TMl785\ TF=509.72 TF=507.00 INV IN VV 505.35 INV IN 50379 INV IN S 505.29 INV OUT 503.71 INV OUT 502.64 INV 505.57 INV IN 504.00 INV OUT 503.90 2x2 a' KNOCKOUT INLET & OUTLET OPENINGS oc o m 00 L RIBS INSIDE -4-_ uu J om ILL c] opz u J N2 CAST ComoR*rE novcRs 00 PLm 11c mo z m L 01Iff @ Li cs o 2V, 0 bb r° o'" T ' SUlf-ARILE FILL HL|Lw FABRIC U ' 4^ PE v i PIPE ----- 1' STOmL 4' ^` CROSS ECjlQN NOT To scm' LTEH FABRIC COMPACTED BACKFILL — FOR STAEBL]TY AND SELF CLEANING SILT FENCE No no scmc Iz 1.) CLEARING, GRUBB|NG, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TD THE PROPOSED HOUSE, DRNEWAY, AND SEPTIC SYSTEM. 2\ DISTURBED AREAS TO BE LOAMED, SE[DED, AND MULCHED. 3) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES DR SILT FENCE 4\ ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 11 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MC)NTV|LLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CA OCCUR. 6.\ THE DEVELCPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF D SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7\ OUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. MULCHES APPLICATION RATE NOTES SEEDING QATES: PEf 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 SITRAVV/HAY1.0-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: VVDD) CHIPS 1 -275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DR|ED, TREAT WITH 45% KENTUCKY BLUE GRASS l2lbs NITROGEN, / TON 10% PERENNIAL RYE PER MAP REFERENCE r) 12" TOPSOIL i2"- 36pl DARKVV|SH-BROWN FINE SANDY LOAM' LARGE STONES 6^-95^ OLIVE- EY MEDIUM -COARSE LOAMY SAND AND GRAVEL' LARGE STONES, COk4pA NO LEDGE. WAT 1 @ 34^. MOTTLING @38^ 0"-8" DARK BRIIVN TOPSOIL 8"-26" ORANGE_IBROWN COBBLY SANDY LOAM WITH SOME GRAVEL 26"-80" CRAY jN COMPACT FINE SAND WITH GRAVEL NO LEDGE, NO TER, MOTTLING @ 30" TESTHOLE #164 0"-10" TOPSOIL 10^-28^ LIGHT OWN FINE SANDY LAOM 28"-97^ GREY - OWN FIRM FINE SILTY SAND' TRACE OF GRAVEL NO LEDGE, NO TER, MOTTLING @ JO^ L TE THOLEL 65 TOPSOIL 12^-28^ L|CHT Bi WN FINE SANDY LOAM 28^-78" GREY -13 OWN FIRM FINE SILTY SANO, TRACE OF GRAVEL NO LEDGE, NO WIER, MOTTLING @ 30" INFORMATION REFERENCE PLAN PERC 3 l ~/ INCH PERC #38 = 8 MINUTES / INCH MAP REF SUBDIVISION PLA, LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATI _ORSYTH ROAD AND JEFFERY MANOR DRIVE, MONTV|LLE, CONNECTICUT JA!\UARY 1992, TOTAL TECHNOLOGY, INC. PERCOLATION RA 18 MINUTES/INCH REQUIRES 675 SF OF LEACHING AREA PROVIDEWIDE) TRENCHES /CONNECT ENDS) EFFECTIVE LEACH = 702 SF PROVIDE A lOOC ALLON 2 -COMPARTMENT TANK W LS.SREQUIRE= 42 x 1.5 x 1.5 = 94.5 M.L.S.S. PROVIDEJ= 112' 1.) REMOVE AND TOCKPILE TOPSOIL. 2.) PLACE BANK UN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO t% DENSITY. 3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 4.) FILL TRENCH., WITH 1 " WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, I ND FILL TO 2" OVER P OF PIPE. 6.) PLACE A 4' E STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH THE SYSTEW\, AND BACKFILL WITH NATIVE MATERIAL. 7.) REPLACE TOP OIL, SEED & MULCH. KIEL 1.) TOPOGRAPHI( INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING 2.) BASE FOP L.... ELS.- SUBDIVISION MAP. 3,) PROPOSED - USE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR ICENSED IN THE STATE OF CONNECTICUT. 5.)BENCHMARK BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION FF FIRST FLOOR ELEV ELEVATION S. F. SQUARE FEET 512 EXISTING CONTOURS 512 PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE 512.3 INVERT ELEVATION a' KNOCKOUT INLET & OUTLET OPENINGS oc o m 00 L RIBS INSIDE -4-_ uu J om ILL c] opz u J N2 CAST ComoR*rE novcRs 00 PLm Iz 1.) CLEARING, GRUBB|NG, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TD THE PROPOSED HOUSE, DRNEWAY, AND SEPTIC SYSTEM. 2\ DISTURBED AREAS TO BE LOAMED, SE[DED, AND MULCHED. 3) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES DR SILT FENCE 4\ ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 11 SLOPES. 5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MC)NTV|LLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CA OCCUR. 6.\ THE DEVELCPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF D SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7\ OUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. MULCHES APPLICATION RATE NOTES SEEDING QATES: PEf 1000 S.F. APRIL 1 - JUNE 15 AUGUST 1 - SEPTEMBER 15 SITRAVV/HAY1.0-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: VVDD) CHIPS 1 -275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DR|ED, TREAT WITH 45% KENTUCKY BLUE GRASS l2lbs NITROGEN, / TON 10% PERENNIAL RYE PER MAP REFERENCE r) 12" TOPSOIL i2"- 36pl DARKVV|SH-BROWN FINE SANDY LOAM' LARGE STONES 6^-95^ OLIVE- EY MEDIUM -COARSE LOAMY SAND AND GRAVEL' LARGE STONES, COk4pA NO LEDGE. WAT 1 @ 34^. MOTTLING @38^ 0"-8" DARK BRIIVN TOPSOIL 8"-26" ORANGE_IBROWN COBBLY SANDY LOAM WITH SOME GRAVEL 26"-80" CRAY jN COMPACT FINE SAND WITH GRAVEL NO LEDGE, NO TER, MOTTLING @ 30" TESTHOLE #164 0"-10" TOPSOIL 10^-28^ LIGHT OWN FINE SANDY LAOM 28"-97^ GREY - OWN FIRM FINE SILTY SAND' TRACE OF GRAVEL NO LEDGE, NO TER, MOTTLING @ JO^ L TE THOLEL 65 TOPSOIL 12^-28^ L|CHT Bi WN FINE SANDY LOAM 28^-78" GREY -13 OWN FIRM FINE SILTY SANO, TRACE OF GRAVEL NO LEDGE, NO WIER, MOTTLING @ 30" INFORMATION REFERENCE PLAN PERC 3 l ~/ INCH PERC #38 = 8 MINUTES / INCH MAP REF SUBDIVISION PLA, LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATI _ORSYTH ROAD AND JEFFERY MANOR DRIVE, MONTV|LLE, CONNECTICUT JA!\UARY 1992, TOTAL TECHNOLOGY, INC. PERCOLATION RA 18 MINUTES/INCH REQUIRES 675 SF OF LEACHING AREA PROVIDEWIDE) TRENCHES /CONNECT ENDS) EFFECTIVE LEACH = 702 SF PROVIDE A lOOC ALLON 2 -COMPARTMENT TANK W LS.SREQUIRE= 42 x 1.5 x 1.5 = 94.5 M.L.S.S. PROVIDEJ= 112' 1.) REMOVE AND TOCKPILE TOPSOIL. 2.) PLACE BANK UN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO t% DENSITY. 3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE. 4.) FILL TRENCH., WITH 1 " WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, I ND FILL TO 2" OVER P OF PIPE. 6.) PLACE A 4' E STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH THE SYSTEW\, AND BACKFILL WITH NATIVE MATERIAL. 7.) REPLACE TOP OIL, SEED & MULCH. KIEL 1.) TOPOGRAPHI( INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING 2.) BASE FOP L.... ELS.- SUBDIVISION MAP. 3,) PROPOSED - USE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR ICENSED IN THE STATE OF CONNECTICUT. 5.)BENCHMARK BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION FF FIRST FLOOR ELEV ELEVATION S. F. SQUARE FEET 512 EXISTING CONTOURS 512 PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE 512.3 INVERT ELEVATION DATE: 1(]/08/7[]01 SCALE- \ == 2(]` SHFFT 1 l 1 oc o m 00 L 03 uu J om ILL c] opz u cc~ N2 0 00 a- uu 11c mo z m L 01Iff @ Li cs o 2V, 0 bb r° o'" T ' DATE: 1(]/08/7[]01 SCALE- \ == 2(]` SHFFT 1 l 1 m uu J Lj ILL c] Z- 0u 0 uj a- uu cw z m L DATE: 1(]/08/7[]01 SCALE- \ == 2(]` SHFFT 1 l 1