HomeMy WebLinkAboutPlanN T 42 AG. 6- ZcrtheLJLaZE7eT. t CIFfiS. A31 - 7 sis= lI - - gleacoolquasltravEl '- 140 2 O+; 01 a n 5% fines ass JL7 acc,nta i,ning e s s tWs and cc)mpacte' to 95kiiae%- e ace -2 i n 6pti-1-1A,m den'sity. 3.All di -c- -crbe` and/or fillet areas shall be4Castironsl,,, --Il be extra heavy with leade,34int -s c -r evE-,/- t5T.5-h 'ig"n I -eve? --b-x per town standards. n6tAAtz SEPTIC SYSTEM DESIGN VVr_ 3 BEDROOM HOUSESEPTICTANKIZ-50 GALLONSPERCOLATIONRATE1M.1 NIFIELDREQUIREDFIELDPROVIDED: <6&O tYc (4-CHES- 73 WIDE) 2,4 - w 1 I — I it I TEST PIT ngTQfl
1011,
low 23
23" 4 9
49 68
TEST PIT #6
84* Coarse sand
TEST PIT #106" Topsoi 1626" Subsoil{" 1
260 112" Medium grey sand with
some silt
ko No ledge
rrzc) Water at 68"
vra61tkk
T -F
TEST PIT #2
0 611 Topsoi 1 and fill
6 16" original Topsoil
V, 16 25" Subsoil
6-6-0 Ti ght -grey- s i2
i"
Cr-
4 our- Z95 .70
Water at 24"
box
d TEST PIT #3
4 FIX ox 0 18" Topsoil
18 30" Subs,, -Al
3Q" 60n Medium sand with
some silt
Z sr_ 6p4lt_ 15 'T
z 111. S4Az mottling at 42"
NFMANWHENIMOP - 10" TopsoilIon - 26" Subsoil261* - 66" very fine grey sand
660 - 87" Medium coarse gravel
TEST PIT #5
0" 1011,
low 23
23" 4 9
49 68
TEST PIT #6
FF -
TEST PIT #4
32" Topsoil and subsoil0
32" - 56" Coarse sand
56" - 76" Medium sand
Water at 43"
Mottling at 43"
01
1'
IX'
THIS MAP IS COMPILED FROM OTHER MAPSr DEED DIMENSIONS AND OTHER
SOURCES OF INFORMATION; NOT TO BE CONSTRUED AS AN ACCURATE SURVEY 82
AND SUBJECT TO CRANGE AS A MORE ACCURATE SURVEY MAY DISCLOSE.
CF1P1r*IF1ED SUBSTANTIALLY CORRECT CLASS 'D' MAP
TT V__`3 T
Z'
rATCXAVa
L.L.S. t-1.2881
0 11"
1._ 0 "
30" 60"
TEST PIT #7
Water at 73"
Mottling at 31"
Topsoil.
Subsoil
11ery fine grey sand1
and silt
Coarse gravel
Water at 28"
mottling at 24"
Topsoil
Sandy loam
Very fine g-rey saj-.,d
and silt
Very fine grey sand
Wai-er at 60"'
Mottling at 30*
Off - 6" Topsoil
6% - 28 Subsoil
28" - 441TS Medium fine sand
44" 84* Coarse sand
No I..'edqe
Water at 84"
Kax;,Moira water at 441%
0 F
OT
T Lr1-1 C1 012
COt4,E..C-TIC-CST
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