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41
INSTALL A CONTINUOUS _UNE
OF_ --SILT FENCE OR HAYBALES.--
MAINTAIN_ THROUGHOUT CONSTRUCTION
FOOTING
RIP—RAP RAIN
OUTLET INV.
GjARAGE
PROPOSED
3 BEDROOM
RF-SIDENCE TH#1 32 35
ENCE
SEPTIC TANK
X PROPOSED H#134
SCHEID. 40 SELECT FILL
CURTAIN
DRAJN
—364
"SELECT FILL MATER|AL" AND "SELECT BACKFILL MATERNL" PLACED WITHIN AND
ADJACENT TO, PROPOSED LEACH|NG AREAS SHALL BE COMPRISED OF CLEAN
SAND AND GRAVEL' FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES.
.�`
THE FILL MATERIAL SHALL MEET THE F(}LL(}VV|NG REQUIREMENTS UNLESS
OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE
LEACHING AREA:
1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3"
2. UP TO 45% OF THE DNY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE
RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE\,
1 THE WATCR|AL THAT PASSES THE #4 SIEVE IS THEN REVVBGHED AND THE
SIEVE ANALYSIS STARTED,
4. THE REMAINING SAMPLE SHALL MEET THE F[)LLC)VV|NG GRADATION CRITERIA:
SIEVE SIZE PER"."NT PASSING
#4 |DO%
#1O 70'�-100%
#40 /SEE NOTE BELOW)
�1O� ���-2O%
#200
NOTE: PERCENT PASS/NG THE #40 SIEVE CAN BE INCREASED TO NO GREATER
THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10%
AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE
PREPARATION OF THE LEACHING AREA UTILIZING '"SELECT MATERIAL" IS THAT OF
THE L|C�ENSED INSTALLER. THE INSTALLER SHALL TAKE THE NECESSARY STEPS
To PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM
OvERCOMP4CT)8N AND S1LT4T/{}N ONCE EXPOSED,
2X2 5/8 18 GA WIRE MESH
/.
4" PVC ELBOW
�
NOT TO SCALE
FILTER
-^�o
FABRIC
�GRADE STONE TO
ANGLE 10' UP SLOPE
ruo/
FOR
STABILITY AND
SELF
CLEANING
'^' " c
(FmD)
COMPACTED
Y
STONE DRAIN'
BACKFILL
1.) CLEARlNG, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED T[)
NOT TO SCALE
PROVIDE RISERS TO Wnmw
12^ OF FINISHED GRADE
AT INLET AND OUTLET
GA. WIRE MESH WIRE MESH PROVIDE
OUTLET
FILTER
POLYLOK
FI T' PL -122
LIQUID LEVEL
kN NUOUS HOT 4" OUTLET,,,
0 BAFFLE
7SCHED,. A
60 GA
|
FINISHED
-^�o
�GRADE STONE TO
SURFACE
00
r-
^61000 0 o
FABRIC TO ENCASE
'^' " c
(FmD)
Y
STONE DRAIN'
^
1.) CLEARlNG, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED T[)
\10
0
AREAS ADJACENT TO THE PROPOSED HOUSE' DRIVEWAY, AND SEPTIC SYSTEM.
2.\ DISTURBED AREAS TO BE LOAK4ED` SEEDED, AND MULCHED,
Lj 0 ,/-6" PERFORATED
PIPE
00
S|om[ TO
EXTEND TO
cp
00
WITHIN 6" OF FINISHED GRADE
SILT FENCE.
4.1 ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3/1 SLOPES.
FF
FIRST FLOOR
ELEV
ELEVATION
-' ---
S, F.
SQUARE FEET
.-Q!J ET -61N_ DRAIN\
-- —342 -- --
EXISTING CONTOURS
G.\ THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
.
�
NOT TO SCALE
OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION.
---- 346—
PROPOSED CONTOURS
''
-----B-----
BUILDING SETBACK LINE
00
00
��
m�
-��
TEST HOLE
375-2
INVERT ELEVATION
Q�
20' 10' o 20'
GRAPHIC SCALE IN FEET
DATE: JUNE 7, 2002
m
EROSION AND SEDIMENT N
PLA
00
r-
-.CQNTRQL
1.) CLEARlNG, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED T[)
00
0
AREAS ADJACENT TO THE PROPOSED HOUSE' DRIVEWAY, AND SEPTIC SYSTEM.
2.\ DISTURBED AREAS TO BE LOAK4ED` SEEDED, AND MULCHED,
00
3.) ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR
SILT FENCE.
4.1 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 S[) THAT THE
INSPECTION CAN OCCUR.00
G.\ 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
00
NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
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PLANTING SCHEDULE
k4lo
TEMPQRt�RY VEGETATIVE COVER _5,E�EDING DATES,
OU
APRIL 1 - JUNE 15
MULCHES APPLICATION RATE NOTES AUGUST 1 - SEPTEMBER 15
PER 1000 S.F.
11111
STRAW/HAY 70-90 lbs, FREE FROM WEEDS SEED MIXT RE,
4-4
AND COARSE MATTER, 45% RED FESCUELn
0
45% KENTUCKY BLUE GRASS
WOOD CHIPS 185-2275 lbs. FREE OF COARSE MATTER 10% PERENNIAL RYE
cc
AIR OR|EO, TREAT WITH
12|bo NITROGEN TON
TESTHOLE DATA
PER REFERENCED PLAN
4-4
TESTHOLE #13
0"_10" TOPSOIL
10"-27" SUBSOIL
27"-92" SANDY TILL
NO LEOGE, MQ WATER, MOTTLING @ 27"
0"-9" TOPSOIL
9"-38" SUBSOIL
38°-78" SANDY TILL
{} WATER,
NO LEDGE` N�TER. MOTTLING 038"
TESTHOLE #134
— 10" TOPSOIL
Lij
10"-27" SUBSOIL
27"-77" SANDY TILL
NO LEOGE, NO WATER' MOTTLING @ 27"
Uj
CL
z
0"-10" TOPSOIL
t
z
10"-,32" SUBSOIL
27"-80" SANDY TILL
NO LEDGE, NO WAT[R, MOTTLING @ 32"
LjJ
_j
CL
CL
C,4
LO
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z
PERCOLATION RATE
INFORMATION PROVIDED PER REFERENCED PLAN
DEPTH - 3O", PRESOAKED @2:3O
3:12 31)
J:22 EV"
3:32 12"
3/42 14"
3:47 15"
PERCOLATION RATE: 5 MINUTES / INCH
MAP REFERENC
SUBDIVISION PLAN' STONY BROOK ACRES, PREPARED FOR VV|LLV\M M. HRACYK &
ANNE k4. DAN|BW|CZ SALEM TURNPIKE/RTE #82\` CHERRY LANE & NOBLE HILL
ROAD. k4ONTNLLE. CONNECTICUT. SHEETS 1 OF 7' 8c 2 OF 7. DATED APRIL 24,
1997, REVISED THROUGH 08/07/97. SCALE 1"=5O'. BY CHANDLER, PALMER, 8c
K|NG,
LD
DESIGN -DAT
PERCOLATION RATE = 5 MINUTES/INCH
3 BEDROOM RESIDENCE, PLUS 100± GALLON TUB, REQUIRES 680 SF OF
LEACHING AREA
PROVIDE 3 - 75' (48" VV|DE) TRENCHES
EFFECTIVE LEACHING AREA = 575 BF
PROVIDE A 1250 GALLON 2 -COMPARTMENT TANK
K4.LS.S. REQUIRED = 20/HF\ x 2.0(FF) x 1.2/PF\= 48 LF
K4.L.S.S. PROVIDED = 75 LF
1. REMOVE AND STOCKPILE TOPSOIL.
2.l PLACE BANK RUN GRAVEL /LESS THAN 5% F|NES1 PLACED IN 8" LIFTS AND
COMPACTED TO 95% QENS|TY,
3.l 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 DF PIPE.
5.\ CAP ENDS OF PIPES.
8.1 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,
1.\ TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
<
STANDARDS.
2.l BASE F[)F� LEVELS: SUBDIVISION WAP.
'
'
J.> PRIOR T[) THE START OF CONSTRUCTION PROPOSED HOUSE AND SEPTIC .
<
SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE
STATE OF C{JNNECT|CUT,
4.l LOT A��� = 5.18�� ACRES '
Co
5.l BENCHMARK TO BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF
CE
20' 10' o 20'
GRAPHIC SCALE IN FEET
DATE: JUNE 7, 2002
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