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QUALITY CONTROL CERTIFICATION
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1.)
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CAPACITIES A B C
FABRIC
PROPOSED HOUSE
ANGLE 10' UP
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SURVEYOR LICENSED IN THE STATE.
1500 GAL 69" 59" 56"
FOR STABILITY AND
LOT AREA == 1.05
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TOPOGRAPH,C INFORMATION ON
COVERS
1.)
PLAN
BASE FOR '_EVELS:
SUBDIVISION
CAPACITIES A B C
3.)
PROPOSED HOUSE
1250 GAL 61" 51" 48"
SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICENSED IN THE STATE.
1500 GAL 69" 59" 56"
4.)
LOT AREA == 1.05
PROVIDE RISERS TO WITHIN
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AT INLET AND OUTLET
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EROSION AND !'EDIMENT CONTROL PLAN
1.) CLEARING, 71RUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM,
2.) DISTURBED AREAS TO. BE LOAMED, SEEDED, AND MULCHED,
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AMID FILL SLOPES ARE NOT TO EXCEED 3;1 SLOPES,
5.) PRIOR TO :;ITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAI4 OCCUR,
6.) THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
TEMPORARY VEGETATIVE COVER PLANTING SCHEDULE
MULCHES APPLICATION RATE NOTES SEEDING DATES;
Pf"R 1000 S.F, APRIL 1 - JUNE 15
STRAW/HAY 70-90 lbs. FREE FROM WEEDS AUGUST 1 - SEPTEMBER 15
AND COARSE MATTER
SEED MIXTURE
WOOD CHIPS 135-275 lbs. FREE OF COARSE MATTER 45% RED' FESCUE
AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS
12lbs NITROGEN / TON 10% PERENNIAL RYE
0
TESTHOLE #7A
0"--9" TOPSOIL
9"-38" SUBSOI _
38"-96" GRAVEL WITH LARGE ROCKS
NO LEDGE, NO WATER, MOTTLING 0 54"
TESTHOLE #7B
0"-10" TOPSOI[.
10"-42" SUBS0L
42"-98" GRAVEL WITH LARGE ROCKS
NO LEDGE, NO WATER, MOTTLING 0 60"
TESTHOLE #7C
0 8" TOPSOIL
8"-38" SUBSOI _
38"-88" GRAVEL WITH LARGE ROCKS
NO LEDGE, NO WATER, MOTTLING 0 48"
TESTHOLE- 7D_
O"-11 " TOPSOIL
11"-40" SUBSCIL
40"--90" GRAVEL WITH LARGE ROCKS
NO LEDGE, NO WATER, NO MOTTLING
PERCOLATION R
PER REFERENCI7- PLAN
PERCOLATION RATE: PERC 5 MINUTES / INCH
MAP REFERENCI
1) SUBDIVISION PLAN PREPARED FOR RTT DEVELOPMENT, INC., FO.RSYTH ROAD AND
CHAPEL HILL R')AD, MONTVILLE, CONNECTICUT, SCALED: 1" = 100', DATED: NOVEMBER
11, 1998, BY [;HANDLER, PALMER & KING, NORWICH, CONNECTICUT,
DESIGN DATA
PERCOLATION RATE = 5 MINUTES/INCH
4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA
PROVIDE (3) (75)' (48" WIDE) TRENCHES CONNECT ENDS
EFFECTIVE LEACHING AREA = 735 SF
PROVIDE A 1250 GALLON 2 -COMPARTMENT TANK
M.L.S,S, REQUIRED = 24 X 2.0 X 1,0 = 48'
M.L.S.S. PRQVICE-D = 75'
PREPARE AREA OF PROPOSED _S)STEM AS FOLLOWS
1.) REMOVE ANIS STOCKPILE TOPSOIL,
2.) PLACE BANI( RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 957. DENSITY,
3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
4,) FILL TRENCHES WITH I" 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 & MULCH.
NOTES
TOPOGRAPH,C INFORMATION ON
THIS PLAN COMPLIES WITH T--2 MAPPING STANDARDS,
1.)
2.)
BASE FOR '_EVELS:
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 == 1.05
f ACRES
INVERT ELEVATION
5.)
BENCHMARK TO BE
SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION.
20 10 0 20
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GRAPHIC SCALE IN FEET
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ELEVATION
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EXISTING CONTOURS
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PROPOSED CONTOURS
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--
TEST HOLE
.560.5
INVERT ELEVATION
20 10 0 20
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GRAPHIC SCALE IN FEET
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