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WELL RADIUS
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PROPOSED
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NO FOOTING DRAIN
t, OFOESED FOR GA _
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FF.=4-10;5 DECK
SILT FENCE`
6" $OIL COVER
MIN.)
FINISH
GRADE
2"
1211
NON -WOVEN FILTER FABRIC
OVER STONE
4" PVC PERFORATED PLASTIC
DISTRIBUTION PIPE CAaTM D 3033
ONE INCH CLEAN BROKEN
STONE OR SCREENED GRAVEL
iA.RT
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO SCALE
f 3 ROWS OF &0 L1= `N\- f
y ,\ ACHING NCHES \ PROPOSED ~,-----
BEORDOi°r1
Y - R-411
THIOA
SYSTEM DESIGN LOT 10
RESERVE SYSTEM:
PERCOLATION RATE: 1 TOIO MIN./INCH
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQUIRED 4958ETH100USEA12" DEEP x 48" WIDE TRENCH
10P0 , AL--BEPTIC TANS \ ___ EFFECTIVE LEACHING AREA OF TRENCH = 3 5F/LF
LENGTH OF TRENCH REQUIRED -(4956F)/(3SF/LF)-165LF
TEST HOLES SSOEDBYAMANDAACHMATOW4ROBERTRUSLOPE 13516
1, !
ON NOVEMBER 18, 2002 DEPTH TO RESTRICTIVE LAYER - 50" -
i H.F.-14 F.F m 1.5 P.F.=1.0 MLSS REQUIRED - 21 LF
H 010.$ USE THREE ROWS OF rod' AT V O.C.
118" TOTAL DEPT9 LEACHI AREA OVI ED =540QiF
Iy
SETBACK0"-12" DAW BROWN SANDY LOAM TOPSOIL1AtESYSTEM ,/ 12"-32" YELLOW BROWN SANDY LOAM PRIMARY SYSTEM:
32"-64" MOTTLE, YELLOW BROWN COARSE SAND USE SAME DESIGN AS RESERVE SYSTEM
64"-118" GRAY GRAY BROWN YELLOW BROWN
SANDY LOAM19.-r NO BEDROCK
l \\ NO WATER
04" MOTTLING
TH10D
TH 01\ yLQT 10 - PEP-,L!2LAIIQ --N TEE Q—ATA-
112" T -OCTAL DEPTH TOTAL DEPTH - 21"
0"-2" DARK BROWN SANDY LOAM TOFWIL SOAK AT 11:06 - 11:15
2"-&0" YELLOW BROWN SAND 4 COBBLES \ „
80"-120" GRAY, YELLOW BROWN, BROWN GRAY 1:05 - 11.5 „
SANDY LOAM \ 1: OcJ - 14.5" 10' MIN NO BEDROCK
NO WATER I:11
1:13 - lro.5"
10' 80" MOTTLING \-. , MIN 1:15 - 18"
TH 010C
r 121" TOTAL DEPTH 1:19 - 20"
0"-14" DARK BROWN FINE ,SANDY LOAM TOPSOIL 1:21 - 21
14"-84" YELLOW BROWN COARSE SAND WITH 1:23 - 22"
COBBLES 4 STONES 8 MIN / 4 IN r 2 MIN/IN84 -96 DARK YELLOW BROWN COARSE SAND ,
COBBLES 4 STONES FERC. TE l TO 10 MIN
S6"-12-111 COA1 E GRAY, GRAY BROWN, DARK
YELLOW BROWN SAND
NO BEDROCK'
NO WATER
64" MOTTLING
TW #10D
108" TOTAL DEPTH [
o . Date0"-9" DANK BROWN SANDY LOAM TOPSOIL
9"-80" YELLOW BROWN SAND 4 COBBLES
WITH COBBLES
80"-108".GRAY, YELLOW BROWN, BROWN GRAY
SANDY LOAM WITH COBBLES
NOTE: NO BEDROCK
NO WATER
L THE HOUSE, SYSTEM AND WELL ARE TO BE 5TAKED 50" MOTTLING
BY A LICENSED SURVEYOR PRIOR TO THE START
LO Or CONSTRCUTION PERCOLATION RATE: 3 MIN/INCH
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A -k Engineers, Inc.
CIVIL - STRUCTURAL - SURVEYING
317 Main Street Norwich, Connecticut
Revision (860) 886--1.966 Fax (860) 886--9165
LOT 10 - 1627 OLD COLCHESTER
Project No.
CI. -3335
Proj. Engineer
DEERRIDGE 8"Wob"'DIVIS10""E.M.B.
Date:
VILL FEB. 2005
Sheet No.
SEPTIC SYSTEM LAYOUT