HomeMy WebLinkAboutSite Plan� I
'MST HOLES 11MCOROM 5Y AMANDA ACHMATOW -4 ROBERT RU&SO
ON NOVEM5ER 19, 2002
IH�k -
120" TOTAL DEPTH
00-11- DARK SANDY LOAM TOPSOIL
1"-120" FINE TO VERY FINE YELLOW SROUN, GRAY EMROUN, BROWN NO
BEDROCK
NO WATER
NO MOTTLING:
TH %
lien TOTAL DEPTH
0"-3" DARK BROWN SANDY LOAM TOPSOIL
3* -119' FINE TO VERY FINE YELLOW 5Re%K GRAY BROWN, 5ROU.JN
FINE TO VERY FINE SAND WITH SILT
NO BEDROCK
NO WATER
NO MOTTLING -2
120" TOTAL DEPTH
0"-120 DARK MROULN SANDY LOAM TOPSOIL
120-1200 YELLOW 15RO(LIN, CIRAY 13ROLLK BROWN FINE TO vvpy r -NE
SAND UJIT14 SAND
NO 5EDROC:K
NO WATER
NO MOTTLING
OTEST HOLE NEXT TO TOPSOIL PILE
1115 TOTAL DEPTH
0"-1171" FIh1E TO MEDILM YELLOW BROWN, PALE 15,RMN, VERY PALE
BROW SAND
NO 5WRj:)Cl<
.40 WATER
NO MOTTLING
CLA
Z
12' DRIVE
NON -WOVEN FILTER FABRIC
OVER STONE
4" PVC !°E1QF0RATED PLASTIC
DISTRIEWION PIPE (ASTM 0 3033)
34
STONE OR SCREENED GRAVEL
INVERT
_T
y
MOTTLING
LINE
9120410 A 0% W 1 1" A 0%! n& 10% wr4"% r- IL 11 P%2 I
NOT TO SCALE
OUTLET
m_J MIN
-T. 4 OUTLET FILTER
Fie 3DEVICE
4'-5 3/4*
LIQUID
3" WALLS LEVEL
CROSS SECTION MEW
1,000 GALLON SEPTIC TAW
NOT TO SCAJ_E
mom
.00te
..........
GAP...
� F.F.■418.5 � __ �
\ I
4K
, / _
;00
WELL
lie FiOOTMI
PRIOrcelto ORAN
3 DWROO14
FF.w42"
.000, UJETLANO
30
"ACK
11140 �
LOT & Ce2.AT1CN TEST DATA
TOTAL DEPTI4 - 300
FDFE50AK AT 9-25
9:52 115"
.3153 3"
X54-14'
9:55 15' SEPTIC SYSTEM DESIGN LOT
9:36
03:51 - 115, PRIMARY SYSTEM:
S:" - 18.5' rOLATION RATE: I TO 10 MKANCH
9:5'9 - t9.5' 3 5EDIROOM HOUSE
10:00 205" EFFECTIVE LEACHW-s AREA REQUIRED 4435 8F
10:01 21, USE A 120 DEEP X 480 WIDE TRENC14
10:02 215" EFFECTIVE LEAC44NG AREA OF TIRENCA4 a 3 Sr -A -F
10:03 - 22' LEWsT14 OF TFMNC-44 REQUIRED ■ (495 SFX 3 SF/LF) = 165 LF
10:04 - 23" DEPTH TO RESTRICT'I'VE LAYER = NONE
10:05 - 2331 M86 NOT REQUIRED
10:06 240 USE THREE ROM 012 60' AT S' OZ.
10:01 245" LEACHNG AREA PROVIDED a 540 8F
10 MN/ I N 1.4 MIN/! RESERVE SYSTEM:
PERr,' RATE I TO $0 MN/N USE SAME DESIGN AS FWJMAFZY SYSTEM
77
C -F 031-7
_\ *3 Igo
�I�I
LIMIT OF
C4N�RVATICN
EASEMENT
f
tp K
20 0 20 40-
-8 CAME t r m 2 ff
Date I
%w I w -mm
$4 ti VA
,ov
S i TE
F'Ap
w
J
✓n�
LOCATION MAP
SCALE: I"m 1000'
m
pje4't1 41
54 ' 0""J,
vc4 61_46,1
kCLA Engineers, Inc.
CIVIL STRUCTURAL - SANG
317 Main Street Norwich, Connecticut
Revision (860) 886-1966 Fax (880) 886-9165
Project No.
LOT 6 8 JAMES WAY CU -3335
Proj. Fmeneer
E.M.B.
DEERRtDGE SUBDIVISION Date:
MONTVLLE, CONNECTICUT WAY 2004
Sheet No.
SEPTIC SYSTEM LAYOUT 1