HomeMy WebLinkAboutSeptic Repair 287 Long Hill Road L"l0�TZGATICt� PCR SE*,a CE DISPMrAL STS,M4
te
?MCR,1TZ01f T:5T9: (Record &a tests) /�-/ -5� SOTL MOISTMAX:
Date med.p Iovy .:
TAT .REAMI''M
HCLE l Z= acLE 3 ,*4
Tama Reading Time ReadSng '"ime R*sci�ng me 3esdi�.
TAWMATIOW Cy TrT RWLItT9
p oso" !KinSmua .percalatioa Rst
Hale (�n_ch�s) (pro-so"
(IKias./loch)
1
2
k
c3samn,mmCN PITS: (.Record all pits) Gr=nd ;aster Tablet.
Date
Son CM
PT" + F= D P'iT C
�-7 � F,"� f
qZj
TA3m"now Cr CS`lo7Anow F'm
_ Ground Sol:
Pit t
Pit
k
3
C T
D
F,=4 JR SOUTH w I N D S 0 R HEALTH -2- Iavesti ►��oa :or :jaga. Dlspoeal. Sys-
DEPARTMENT
"M L C=I=ORS ,
System design larger than 2,000 g.p.d. ;later supply Waters
ELgh ground :natar (less than 41 At. Possible sesscas,
,around Water
watercourse, marsh ar panel ?possible seasonal flooditsg
Limited suitable area Slope over ISV
Marsiaat soil (30 - 60 mins./iaeh) Shallov ledge (less than 7 ft.)
=derlying tight soil (i.ess than '+ ft)_ Other
Suitable for sewage disposal
4�e Y,
Utsuitabls for sewage disposal
Additioasl. investigation required
Retest during wet seeson
.aeer's play requixsd .
�cR R�coc���oas .
Iavestigate�, bq �� .��� Tst�
Coat{i'med/Witaessed
Comments: .
Sench.mark location Uevation
SUU TH Yr j 1Vy•7UR n81L 111 ai a.a .-.a�a•-a ra• a ._• �..�a"a4i vU •av•
ZR985TIGA7."Iof ?OR Smaz DmpceAL SYSTSM
Owes LOC =OA e--2
PlcOI.1T=01 TESTS: (Record all. tests) 9-25--z k SOIL MOISTiT?.r:
Date ov, eu
TEST 4FADII�GS
fiOLE l B= #2 RCLIZ EOLS ,
Time Resdiag Time Reading T%me R*sding Time Res l.,,%
rv2� (p
r 0 Z7 ff
fo a 13
-
103�
1037 :1l
3k -L2
TABULATION. OF '.?'' ST RS.ILTS
Depth a pr*soak
�lloa ?�inimum .percolstioa °azs
Hole L (rnc3� f Ers. ) (Mias./Inch)
1
2
3
C II34A.ION FITS: (Record all pits) Ground hater Table
. j'Lt! -toe fOil
be.-K r4,-f f4 SOTL
PT: A rj F= IBLed
c Frr
,� 7Q s'arw ' ttiIj f31 0---3 Z �i f � ftij 'r • .
FF fdSir�b .j26�v 9�►u,, c�l �
3 Y r s- 9 r ay n,. wvf ff"r f il4t 'raw
`9rmy f<<Ij fuud �� Swwj
�'
C40
TABUTA".TI0N OF 08SEVIAMIQA
Groff Soil
Pit Loeaticst Lad _At water At t_n-
A
3
c
D
FrAC4 #2 SOUTH WINDSOR HEALTH for :•.sage• nlspoaal. gys:
DEPARTMENT
SM L COMD=OHS
Sytatsm design larger than 2,000 g.p.d. Nester mW17 watershed
3L&h grind water (less tban 14 ft.) Possible seasaasl high
ground water
w&teraoarse, marsh or p=d possible seasonal flooding
T.12ited suitable axes Slope over IS%*-
Marginal soil (30 - 60 mins./inch) Sballov ledge (less tbaa T ft.)
Underlying tight soil (less than 4 ft) Other
Suitable for sewage disposal
Unsuitable for sewage disposal j
Additional investigation required
Retest during Bret season
r, .aaer's plan required ,EGG
D=mT RBCOt44mfm=0m
Jxrestigated b.v Title
Confirmed/witnessed by
Comments:
Benchmark location r^.levation
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