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EROSION AND SEDIMENT 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 BE 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 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:
MULCHES APPLICATION RATE
PER 1000 S.F.
STRAW/HAY 70-90 lbs.
WOOD CHIPS 185-275 lbs.
PLANTING SCHEDULE:
SEEDING DATES:
APRIL 1 -------- JUNE 15
AUGUST 1 ------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
FILTER
FABRIC
POST --
COMPACTED
BACKFILL
V-
NOTES
F REE FROM '4EEDS
AND COARSE MATTER
i
FREE OF COARSE MATTER
AIR DRIED, T111EAT WITH
12lbs NITROG�N / TON
f
ANGLE 10° UP SLOPE
FOR
STABILITY AND
�SELF CLEANING
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CL
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12.6/12.6 GA, WIRE
MESH
6 x 6 6/6 GA, WIRE
CU
"
LJ
r::�
SILT FENCE
NOT TO SCALE
KNOCKOUT INLET AND
OUTLET OPENINGS
CAST
--------------- -- --- ------------------
RIBS INSIDE-__,_;
ELEV.
CONCRETE COVERS-/
PLAN
-T
I
12.6/12.6 GA, WIRE
MESH
CAST
-- 4'
ELEV.
CONCRETE COVERS-/
PLAN
-T
4 x 4
12.6/12.6 GA, WIRE
MESH
6 x 6 6/6 GA, WIRE
MESH
17 1/2'
SUITABLE FILL
FILTER FABRIC -
r 4'
_1
4' PERFORATED
-�
0-5" DARK BROWN TOPSOIL, 5"-15" YELLOW ORANGE BROWN
ITNLE3'
VENT—.,��
y 3' VENY
OUTLET
•
(U Z
ID LEV .
i
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
i 4,
•
�n,INUOUS
HOT
1 4' OUTLET !
00ALT
SEAL
BAFFLE
LINED WITH
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
NOT TO SCALE
CHEDULE #4
1/8' PVC
LnT
GRAVEL, MOTT. 30", WATER @ 36", NO LEDGE
BAFFLE
I 60' GAS
f.l DEFLECTOR -J
4' �- --- S - 8 —� 1 - 3 •
CRU] S SECTION
1000 GALLON
P.COMPARTMENT
SEPTIC TANK
NOT TO SCALE
TEST
-- 4'
ELEV.
— --r-- i ---
-T
TOPSOIL
0-7" TOPSOIL, 7"-22" DARK YELLOWISH -BROWN FINE SANDY
�
— — 100 — --
LOAM, 22"-80" OLIVE LOAMY MEDIUM FINE SANDY LOAM,
100
SUITABLE FILL
FILTER FABRIC -
�2r
4' PERFORATED
-�
0-5" DARK BROWN TOPSOIL, 5"-15" YELLOW ORANGE BROWN
PIPE ----- -
INVERT ELEVATION
C)i
o
•
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_- c
1' STONE
HOLE #129:
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
i 4,
36"-86" GREY -BROWN FIRM MEDIUM FINE SAND, TRACE OF
TRENCH
GRAVEL, MOTT. 30", WATER @ 36", NO LEDGE
CROSS SECTION
HOLE #130:
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
NOT TO SCALE
36"-86" GREY -BROWN FIRM MEDIUM FINE SAND, TRACE OF
TEST
HOLE DATA
ELEV.
PER REFERENCE PLAN
TEST
HOLE #2
0-7" TOPSOIL, 7"-22" DARK YELLOWISH -BROWN FINE SANDY
SQUARE FEET
— — 100 — --
LOAM, 22"-80" OLIVE LOAMY MEDIUM FINE SANDY LOAM,
100
PROPOSED CONTOURS
COMPACT, MOTT. 22"-24", WATER @ 44", NO LEDGE
TEST
HOLE #47
0-5" DARK BROWN TOPSOIL, 5"-15" YELLOW ORANGE BROWN
531.5
INVERT ELEVATION
FINE SANDY LOAM WITH GRAVEL, 15"-75" TAN MODERATELY
COMPACT SAND AND GRAVEL, MOTT. 25", NO WATER, NO LEDGE
TEST
HOLE #129:
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
36"-86" GREY -BROWN FIRM MEDIUM FINE SAND, TRACE OF
GRAVEL, MOTT. 30", WATER @ 36", NO LEDGE
TEST
HOLE #130:
0-20" TOPSOIL, 20"-36" LIGHT BROWN FINE SANDY LOAM
36"-86" GREY -BROWN FIRM MEDIUM FINE SAND, TRACE OF
GRAVEL, MOTT. 30", WATER @ 36", NO LEDGE
PERCOLATION RATE:
INFORMATION PROVIDED PER REFERENCE PLAN
PERCOLATION RATE (P2) = 8.0 MIN. / INCH
PERCOLATION RATE (P2A) = 5.0 MIN. / INCH
MAP REFERENCE:
LOCHDALE ESTATES, PROPERTY OF BERNARD BARNETT & HAROLD D. BATT
FORSYTH ROAD AND JEFFERY MANOR DRIVE, MONTVILLE, CONNECTICUT
JANUARY 1992, TOTAL TECHNOLOGY, INC.
DESIGN DATA:
PERCOLATION RATE = 8.0 MIN. /INCH
3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA
USE 2-83' (48" WIDE) TRENCHES
EFFECTIVE LEACHING AREA ---1 66 LF @ 3.0 SF/LF = 498 SF
USE A 1000 GAL. 2 -COMPARTMENT TANK.
M.L.S.S. REQUIRED = 61.2'
M.L.S.S. PROVIDED = 83'
PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS:
1. REMOVE AND STOCKPILE TOPSOIL.
2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN
6" LIFTS AND COMPACTED TO 95% 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. PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH
NATIVE MATERIAL.
6. REPLACE TOPSOIL, SEED, & MULCH.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
_ STANDARDS.
2. BASE FOR LEVELS: ASSUMED
3, PROPOSE['), HOUSE AND SSEPTIIC SY'3TFV TO RF STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
4. ADDITIONAL TEST HOLE TO BE PROVIDED IN THE PRIMARY SEPTIC AREA
PRIOR TO EXCAVATION OF THE FOUNDATION.
5. LOT AREA = 1.42+/- ACRES
20 10 0 20
APHIC SCALE IN FEET
REVISIONS
DA Il I DESCRIPTION
DAVE: AUGUST 26, 1998
SC4LE: lr = 20'
SH ET 1 OF 1
LEGEND:
F. F.
FIRST FLOOR
ELEV.
ELEVATION
N/F
NOW OR FORMERLY
S. F.
SQUARE FEET
— — 100 — --
EXISTING CONTOURS
100
PROPOSED CONTOURS
It
BUILDING SETBACK LINE
+
TEST HOLE
531.5
INVERT ELEVATION
SEPTIC SYSTEM PLAN
_,A R
PRE�-ED FOR
L -,f �VELOPME
LOT #39 — — — — JEFFREY MANOR ROAD
MONTVILLE, CONNECTICUT
:`
CHANDL_F_R, PALMER 8. KING
.ior
Architecture, Engineering and Surveying
-889-3397 FAX 860-886-7801
110 BROADWAY NORWICH, CT 06360 860