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QUALITY CONTROL CERTIFICATION
GROUP
REV -WED DATE
PROJECT MANAGER
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CAST CONCRETE COVERS
PLAN
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ESH
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PROVIDE RISERS
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FINISH GRADE AT
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PROVIDE
4" OUTLET
FILTER
POLYLOK
3" VENT -f OUTLET PL -122
4" OUTLET BAFFLE LINED W/ 1/8" PVC
60' GAS DEFLECTOR
CROSS SECTION
1000 GALLON
2 COMPARTMENT
SEPTIC TANK
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EROSION AND S',I-_—DIMENT CONTROL PLAN
1.) CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO
AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM.
2.) DISTURBED AREAS TO 13E LOAMED, SEEDED, AND MULCHED.
3.) ALL TOPSOIL. TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.) ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES,
5.) PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF MONTVILLE
SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE
INSPECTION CAN OCCUR.
6.) THE CONTRF,CTOR 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 VIEGEL&MM COVER
MULCHES APPLICATION RATE
PER 1000 S.F.
STRAW/HAY 70-90 lbs.
WOOD CHIPS 185-275 lbs
TESTHOLE DATA
PER MAP REFERI'NCE
PLANTING SCHEDULE
NOTES SEEDING DATES:
APRIL 1 - JUNE 15
AUGUST 1 - SEPTEMBER 15
FREE FROM WEEDS
AND COARSE MATTER
FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
12lbs NITROGEN / TON
TESTHOLE #3
0"-8" TOPSOIL
8"-20" SUBSOIL
20"-39" MOTTLE:) TILL
39"-94" SANDY ')'ILL
MOTTLING 0 22", NO WATER, NO LEDGE
TESTHOLE #4
0"-7" TOPSOIL
7"-20" SUBSOIL
20"-76" SANDY TILL
MOTTLING ® 20"; WATER @ 44", LEDGE ® 76"
TESTHOLE #103
0"-8" TOPSOIL
8"-24" SUBSOIL
24"-72" SANDY TILL
MOTTLING a 24", NO WATER, LEDGE 0 72"
TESTHOLE #10
0"-10" TOPSOIL
10"-30" SUBS011
30"-84" SANDY TILL
MOTTLING ® 30", NO WATER, NO LEDGE
PERCOLATION RAZE
PER MAP REFERENCE
DEPTH 41"
PRESOAK (P 9:5C
12:42 7-1/2"
12:52 8-1/4"
1.02 9"
1:12 9-1/2"
1:22 10"
1:32 10-112"
1:42 11"
RATE = 20 MINI,IES / INCH
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
MAP REFERENC E
SUBDIVISION PLAN, STONY BROOK ACRES, PREPARED FOR WILLIAM M. HRACYK & ANNE M.
DANIEWICZ, SALEM TURNPIKE (RTE #82), CHERRY LANE & NOBLE HILL ROAD, MONTVILLE,
CONNECTICUT, B` CHANDLER, PALMER & KING, NORWICH, CT, DATED APRIL 24, 1997 WITH
REVISIONS TO 8/11/98.
DESIGN _DATA
PERCOLATION RATE = 20 MINUTES/INCH
3 BEDROOM RESIDENCE REQUIRES 675 SF OF LEACHING AREA
PROVIDE 2-113' (48" WIDE) TRENCHES IN SERIES
EFFECTIVE LEACf-ING AREA = 678 SF
PROVIDE A 1000 GALLON 2 -COMPARTMENT TANK
M.L.S.S. REQUIRED = 48 x 1.5 x 1.5 = 108LF
M.L.S.S. PROVIDE[") = 113LF
M
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS TIHAN 5% FINES) PLACED IN 6" LIFTS AND
COMPACTED TO 35% DENSITY.
3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
4.) FILL TRENCH `S WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN
TRENCH, AND FI_w TO 2" OVER TOP OF PIPE.
5.) CAP ENDS CF- PIPES,
6.) PLACE A 4' 'oflDE STRIP OF N'ON-WOVEN FILTER FABRIC ON TOP OF THE ENTIRE
LENGTH OF THE '3YSTEM), AND BACKFILL WITH NATIVE MATERIAL.
7.) REPLACE TOPSOIL, SEED & MULCH.
NOTES
1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS,
2.) BASE FOR LEVELS: SUBDIVISION MAP,
3.) PROPOSED HI)USE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND
SURVEYOR LICEN''ED IN THE STATE OF CONNECTICUT.
4.) LOT AREA = 2.38t ACRES
I
FF FIRST FLOOR
ELE'J ELEVATION
SF SQUARE FEET
— —394— — EXISTING CONTOURS
38 PROPOSED CONTOURS
STONE WALL
EXISTING TREELINE
BUILDING SETBACK LINE
o ti PROPOSED SILT FENCE
• PROPOSED LIMITS OF CLEARING
u PROPOSED BURIED UTILITIES
387.8 INVERT ELEVATION
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DATE: 03/15/2004
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SHEET
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