HomeMy WebLinkAbout1986-11-6 - 1519 John Fitch Boulevard - Septic As Built and Soil ReportOwner
MIE‘VWW
f7 ;"ff‘iynA/i “/5 wi/c-)Qs:fLOCATIONM-iw mwe/rv l (4 u‘g
PERCOIMmN Tm:(Record an.tests)/-<5.<§(mte .A(high)med-t,m"etc.
Pit
A
B
C
D
Depth
%”,ti UV.
incaticn
2g:«£z 1%??é;%z§v ,aé£m¢i /Jeri/ta.2w fag
[Kw Id Hm"Ll/yruzt:
f U 1'i I:h 1951‘?“hm q
Ledge At
\AH
§I
water At $oi;Mcttling A~
7C)
iS‘M j‘gkw Fih/Lj/ud
SOIL MOISTURE:
TM READINGSHOLE#1 ROLE #2 ECLE‘.#3 HOLE =Q+
Time Reading Time Reading Time Reading Time Reading,’£i
iL"
a 11
//
/S/II
Iii "
TABU'LATION OF TEST EBULTS
Depth Presoak Minimum.Percolation RateHoleLoca$1on (inches)(Ers.)(Mins./Inch)
Ul(RC/J a (t¢¢#“7%ig/k‘f’#i 5‘5 [YM/Q’le 5K fvé f/U/m'bu ei‘2
3
h.
OBSERVATIOK PETS:(Reccrd all pits)/—黥9’Grcund water Table:v,’*-\\\xmte(Near Mex”Balm:Maggi,Etc
H§OIL DESCRIPTIO§S
PIT A PT}:B PET C i PIT D
§~/>’n ’7eyv 515V
/->'‘-..97 ”2m;w,5&-w.cl
°
'97 —77 '/*Maxi (aw?5"‘10,
7’7wé5'4 w (“g-LT)?jZZnCXI
@.LL/zit/”'14 gz K]
[WL‘P/f/t
r
MWT‘EON O?OBSEVATL’GN FITS
DEPARTMENT
S?ECIAL CONDITIONS
system design larger than 2,000 g.p.d.supply watershed
Eigh ground wgter (less than h§ft;Possible seasonal high
ground water
Watercourse,marsh or pond Possible seasonal floodin g
imited suitable area over
Marginal soil (30 -60 min5./inch)Shellow ledge (less than
Underlying tight soil (less than h ft)
CONCLUSION
L///’suitable for sewage disposal
Unsuitable for seuage disposal
Additional investigation reqpired
Retest during wet season
Engineer's plan required
DESIGN RECOMMZHDATIONSW‘C’6éé$%¢ag 42%L A¢H;é%4%g;1o¢é¢dékwu1 naégu&:2:oe¢re
z2ét’624w{y xuL4 w/A,%
éaaggaai/fgg‘_¢2é%/4303 .Ky’z¢%§¢%£;e¢2457pévé%L zcpsg;?¢;~ia(,l>‘an!t 1W a?.4 (VL/Ara.‘
Investigated by Title TMM J¢aazaews
Confismed/witnessed by tle
Comments:
Bench_mark location Elevation
)
é’.
gEi
1
l
Uri/M 4Ti+u4 3lvd~
NOTES ‘
(Av—f”“L0 5’Caéz,
SOUTH WINDSOR HEALTH DEPARTMENT
LOCATION 3l§dwml3hx¢LIV/slay .WHE/gaye/Q
OWNERTYPE OF wORK cL ‘‘m’x (0‘um."5
DATE I?‘2 '3é PERMIT PIPEINSTALLERJ‘ylmwicr
INSPECTOR "DRAWN BY
ti
4
_ -1
ELEV. IN
Ur-1 L.IN L_L_VL_L_ V L-MIN
XI u , I-Ic'"
4
r I I I-
.
f10 jo
IT
4&Hr— - \VA L K W A y
Y.CO G-L .—ryF>.
I,-i en
LOWER LEVEL PLAN (Hew)
E L E V. (HE\4)
ELEV. NF-wL
4 1 � / ? 47 71- AJ
W.614- -ry IC
Phim-rf-D
ITYR)
ft.
\v wojG- IVAU-
8e pAqNTeD
r-_-xjA2-T I W,
K
I , Bi ACKE'..7
4�'A
3Z 2'
\Oy
or 4L k
7
7'
OMPA Evill PJK1044
I r 1 1,4
%
4-"
fwtrT. P.,rT -
itt(—I A L�L - i-i T) c-
Tktok\ As Yo�(A, rb*,s
I
E L E V. (�4E\v)
W/P
A L-
1�T) tVA 6-r"
lZEIN41fol PA4K t44
F-XiST,
F1.5.14. ATc7oT1rT- pr_ s
A —f
W 71 -44
5-
;7s
L. A r6 6-C l'bT i c N It 0;,A
�rri w r:: A C, �A - /�F-XI'51MAC4 laucK
F_'TA I L- Ar3V*4 E- 150'
C
5" lzu e:.c- fzv
r_*xle__7T)"6q WALK WAY / � '
LWHITE 6TWE'., �� /
Pf_'QVrOUS
G t-A
0 ;1- 1
I
0 3 Cl A vwl-lf P.-
0
S
e
�Al
Ak,
A L-LC11.15 /59 -FT
GAS A LA
HF-A,,_T�A F q , e'
C,,q,4 —Lot- PAI :7
Low`-; VASVA
0A
)(A ?L.A
-T� � TAT i �, 5 V \ A'- L_ 4
jj,ALE--V ;-t. =7JTLC-V l�,NA-f-LC-S C.AS,'T'
CIA
A L_ 0 A A, SiZ /N L-AIA 1%
Lcw t,,\A,
c) 10 WA Tf- �L
7c"l
'2A LD f T f
A c,1A
TRH t4 H Z'(7.
L_L.71111�j T vc Nl"\
JOH 4F ITCH El_FV& FCK, A, s RJ T F5 � 5,�)U-T H W I -P 3-, G-Tt-� -1?�
FR AD C) I T T S Tl
1p,
ly