HomeMy WebLinkAboutAs-BuiltDEEP TEST HOLE & PERCOLATION TEST DATA`, HOLE DUG 3-21-86 . KPi 1 y, -, / 0 3 " TOPSOIL3108MEDIUM -COARSE SANDY GRAVELNOLEDGE, NO GROt`NDWATER, NO MOTTLING ! COLA T' N RAT - 4 . MT' SANITARY DESIGN CRITERIAN52 4` , New 3 Bedroom House LOAJDesignPercolationRate = 1.1 - 5 Minutes./Inch . Leaching Area Required = 375 SF Effective "^ Design: 1000 Gallon Septic Tank with 1 Row of 40 LF of41x4'x 4' Leaching Galleries (Designed for H-20; Loading)with 12" of l" stone surrounding all sides. Leaching Ar_ea Provided: Lengths: 42 LF x 8 SF/LF - 336 SFxEncs2LFx8SF/LF 2 credit = 48 SFTOTAL = 384 SF Effective100% Reserve Area Provided U xA
e
IL
r rIAY
41S' a 1
i}
SITE
I 'Et
DATA TAHLE - RA -120 ZONE
REQUIRED RROn ,,ITDED
IMAX FLOOR AREA RATIO 0.15 0.09
MAX LOT AREA 120000 SF 15, 321 SF
MIN LOT l' ,01',4TAGE Z%.ND
WT WIUITI
MIN. 1q2 l T YARD D. 'P`l71
200 FT
75 FT*,31
120 FT
8 FT
MIN SID, YTA-RD WIT,_f. f . T FT 21 FT
TU:T'AL WTDn T SI DL YARDS so FT 8 2 I
R.DZITZ YA1ZD DEPTH 40 'FT
X k fi C iT f a
SEWAGE DISPOSAL NEW SYST Il
17PRIANC-4 . 4
F
a
r.
t.
N, P PLAN
A O
j Arl
tf AALANN
TY F
jpF ., E'_' shyi< K E
0 P E' _R
Aj
r
Ij`\NV' T B ¢j N E, /
jj[
U
k:.
r
C _.
K ISI , M U L L E Ni g {Yy }}. P.C.
Surveyors Engineers
152 Route if PO.Box 134 Uncasvi l le p Connecticut
N ` Q0d