HomeMy WebLinkAboutSite Planui
Q
Lo
M
M
M
0
y)
ch
ra
wa -
ap
1a
fes• .""'" /
r l ' •-•' '
ov \ \j { \ \ \\ \\ \ ,`
ivy '
r—
IL
i'• '' , ,,,,""'
1,\
1 -+- a{\. \; \1 , - arc\ ` ''' ---_------_- _ 1 _ ' \
J0 \ '.
FOOTINGJf'' _ \
1\ ,, -•-
x' \ SUETLAN i
DRAIN a _/
f! /
i
r'—\,, ,
UFF \`\ !\ `\
1 \ .
J 1 1 1 11®11\\
11 \, iai 1 \ `_. ''1 Y i _'—,., _ \ •\ \ \ \ \ \
Il ,\i '1 • --- ---` -\ `,. \\ \ • \
a
0-1.0 /' \ \ \ \ LUF \
GRAPE TO
syr
r41? ,
v-1
TO14 1
ZfRAIN
SILT
V 100'
PROPOSED
3 IEDROOM
t '
f
HOME
o '
f
FF.=409.5 WELL,
DECK
r l i 402.E
1,000 GAL.
SEfiIC TANK ' DJU5
i
GAP, 2ro
x 50
408.5 = ,
max'(
4 I ROWS, OF X05 LF --- U -- 1 -'
Idle \
L rACHi TRENCH { -- . _ ,-'- --
LIMIT OF CLEARING
FOR SIGHT LINES
SYSTEM x
i
N 12' DRIVE
V -1
F
lb
t
T
L THE HORSE, SYSTEM AND WELL ARE TO 5E STAKED
9
LOT 15 -PERCOLATION! TEST DATA
TOTAL DEPTH 30"
PRE50AK AT 3:04 PM
f +
5:36 - 14.15"
5:45 - 16" Ie.-50 1V.1511
9:55
10:00 - 11.-151,
10:05
10:15-19'1
10:20 - 19a15"
10:25 - 20"
10:30 - 20,15"
10:35 - 21.5"
10:40 - 2115"
10:45 - 22"
10:50 - 2225"
TEST HOLES RECORDED BY AMANDA ACHMATOW 4 R05ERT RU5aO 10:55 - 22.5"
ON NOVEMBER 19, 2002 11:00 - 23"
11:05 - 23.5"
TH 015 11:10 - 23.5"
102" TOTAL DEPTH 11:15 - 23.15"
0"-18" VERY DARK BROWN SANDY LOAM TOPSOIL 11:20 - 24"
18"-52" YELLOW 5ROWN SANDY LOAM WITH STONES 11:25 - 24"
52"-102" GRAY BROWN MOTTLED SANDY LOAM
NO BEDROCK 30 MIN / IB IN = 20 MIN/IN
NO WATER FERC. RATE = 20.1-30 MIN/IN
52" MOTTLING
TP + 15i5
109" TOTAL DEPTH
0"-14" DARK E3ROWN SANDY LOAM TOPSOIL
14"-48" YELLOW BROWN FINE SANDY LOAM WITH STONES
48"-60" GRAY, YELLOW eRO N FINE SANDY LOAM WITH GRAVEL #
MOTTLE
60"-109" YELLOW IBROWN COARSE SAND GRAVEL
NO BEDROCK
106" WATER
48" MOTTLING
TH 015C
105" TOTAL DEPTH
0"-10" DARK BROWN FINE SANDY LOAM TOPSOIL
10"-44" YELLOW BRCS SANDY LOAM WITH STONES
44"-105" COARSE SAND WITH GRAVEL 4 STONES
NO 5EDROCK
NO WATER
12" MOTTLING
TH 015D
9g" TOTAL DEPTH
0"-18" DARK 5ROuN SANDY LOAM TOPSOIL .
IS" -39" YELLOW BRO N FINE SANDY LOAM WITH STONES
39"-99" GRAY, BROWN, YELLOW 5RO,UN, SANDY LOAM WITH STONES
NO 5EDROCK
NO WATER
M[ )TTI IN ;r °
NON-UJOVEN FILTER FABRIC
6 SOIL COVER OVER STONE
MIK)
4" PVC PERFORATED PLASTIC
FINISH DISTRIBUTION PIPE (ASTM D 3033)
C-ARADE
ONE IN CLEAN 5ROKEN211
STONE' OR SCREENED GRAVEL
12"T—L INVERT
48" WIDTH
16"
MOTTLING
LINE
12" x: " LEACHINGTRENCH
NOT TO SCALE
SEPTIC 5Y5TEM DESIGN LOT 15
PRIMARY SYSTEM:
PERCOLATION RATE: 20.1 TO 30 MINJINCH
3 BEDROOM HOUSE
EFFECTIVE LEACHING AREA REQUIRED = 150 SF
USE A 12" DEEP x 48" WIDE TRENCH
EFFECTIVE LEACHING AREA OF TRENCH = 3 SF/LF
LENGTH OF TRENCH REQUIRED = (150 5F)/(3 5F/LF) 250 LF
SLOPE = 190
DEPTH TO RESTRICTIVE LAYER = 48"
H.F.=20 FF -I.5 PF-.=2DML,% REQUIRED = 60 LF
USE FOUR ROWS OF 65' AT 9' O.C.
LEACHING. AREA PROVIDED = 180 5F
RESERVE SYSTEM:
USE SAME DESIGN AS PRIMARY SYSTEM
SCALE: I"=10001