HomeMy WebLinkAboutSeptic Correspondence 00 Smith Street (2) COiVSULTING
ENGINEERS
and
SURVEYORS
Hayden C Griswold,Sr. -
Hayden.L. Griswold,Jr. - h.
P.E. & L.S. .. September 121, 1973 -
-Walter S.Fuss - _
P.E. ..
William D. O'Neill
P.-E.&L S. - V - - - - -
Glenn J. Mirtl Attorney Edward R. Kuehn - -
P.E.&L.S. 961B Farmington'Avenue
Leonard Jahnke Jr., M.S. West Hartford, Connecticut _
William F. Klock IRE: Seepage. Test, Parcel "E",
HowardM. Wexler
B.S. Gilbert-Smith street, South Windsor
Clear Attorney Kuehn:
Because the buildtng lot :known as
Parcel !!fin as shown on the Gilbert
. :subdivision is betng moved easterly,
Mr. Buck Page of the South Windsor
Engineering Department advised that
a now seepage test should ,be taken.
This teat was performed by our
office-0- and the: issll fa90 rat*;was ,
1, inich in 2. minutes
Very,! truly yours,
Had L. Griswold iswcatd, Jr.
HLG0jr/dW
bcc: Mr. Buck Page
1
GRISWOLD & FUSS. iNc:
� s
210 Main Street Manchester, Connecticut 06040 Telephone(203) 646-2469
948 Main Street Willimantic, Connecticut 06226 Telephone(203) 423-1191
`3 Pi:
Stein Road RR #1
.. Ellington, Conn.
06029
i Petersen & Hoffman
: . 68 Temple .5treat . .
Hartford, Conn. o
Attn: Mr. Mel Stead February 12 1972
_ Dear Mel:
The results obtained from two percolation tests
5• performed by your firma' on February 9, 1972 at the property of George A. Gilbert of Sm4tz Street, South Windsor are
tabulated below.
Each of tha two test holes shall be refer—
enced and designated as to location on your plot of the
premises.
E The test holes, each approximately i2 inchesiin
! j diameter and 30 inches deep, were excavated, and peg
s set at
a height of IS inches from tho bottom of each hole: Each hole
was filled with water to the depth, above bottom, indicated
in the second tabulation below with the rate of drawdown as.
shown.
Soil 0!!a ra�•teristics
Test Hole Depths Soil
Symbol below le
.., '
.,c Sam ,
D ° 011. to 1291 topsoil & silty clay loam
1211 to n
�• silt
2411, t0 30" gravel, silt, & fine sand
E 0" to 12" topsoil, silt, & fine sand
r� to30" silt and fine sand
a-
: Test Hole "D" (water depth 12 inches)
Tire Cran a in water s
Rate
elevation inches mute
2 P. rain A 1/2
4 min, 1 2
k - 7 miti 1
7 10 min. 1.13
1 1/3
10 - 14 min. 1 1�4
14 19 min.
9 _ 49 min,
Test Hole P.jr' NOer depth 12 inches)
- l *min 1 .
- 1 mini l
2 min-
9 — 21.
ki 2 - 3 i min
n 2 'l i
" 1$ min
Pe Yo rs
r i
octet 7�. I.4P .s,. r.; P, & ..�.
M
=axy
1
t
/
EFPCLTlVE LEAcl+li'kc. .4KeA OF 575 5P.FT. 1345CV CAN
A P T TC F MSN I" �N(J S (��flRQ7Nh IN
- TUE P _P05>=L7 O
i� T�c—cNc�1E5 To f!,E. ufe IL C5-- TOTAL-%NV- IZ5 "tA.FT.
�\ Or 4• Pl_RFofCA-r•O p.J.c. PIPE.
i1V5TAL.LAI"IONpF SYSTt=M VO Tt I'11E ' FLL.IFIGGTION-5
� � f"-bR PRIJATG SugSU�'F�C.E St=W'(oE' P1�P05,C.1_ SYS"TEMP
'S E—r Fcl<r%4 By TuE CpNt-%. Ua£'PAIz"lI -;SAT OP- LLEALTu.
!tiv
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CONry
GRISWOLD &, FUSS• INC.
_
CONSULTING ENGINEERS AND SURVEYORS
MANCHESTER, CONNECTICUT
NO. 2683 Q
A�O�FRFGISTERE `�� PI..DT PLAK
SS/ONAI
PREPARMD PAR
REVISIONS pn SAL D M MK EL50N
SMIT" STIZEET tiOUTW WIND50R, WN
BY SCALE JOB N0. DATE SHEET:NO.j' '74-zii o ..gory* w.1y?4 1 of ;