HomeMy WebLinkAboutSeptic New 0000 Burnham Street �= s` SOUTH WINDSOR HEALTH DEPARTMENT APFLICATIflY �40•
IRPESTIGATICR FOR SEWAGE DTSPCSAL SYT, 0 ?- F- t IL.Icl
owes C per•ropi LOCATION 63L111j"41 4 Alf LLc4c, 6vd g 1
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PPXCIATION TESTS: (Record all. tests) 3--3o-I Y SOIL MOISTURE:
Date) TMEF-17 med., o eu
TEST READINGS
HOLE #1 =2 #2 nCLE 3 SOLE ,
Time Resdiag Time Reading Time Resding Time Readiai
& f3%
133 2 2
TABULATIOR OF TAT R=7-TS
f Mini=:m .percolation ft. ze
Depth Presoak /Inch)
Sol* ` 3 s Lo== (T=) MM• ) (Maas.
2
3
CBcgRgAn*I0?f PM: (.Record all pits) Ground Wester Table:
- Near max a Be ov Sax.,
Date
PIT A FZ± B PIT C I PIT D
�, aril/r®rvCt'7j �Fll�
�,` b,� a,(3Jf(iDvilYtbt.sj
��i/$,rr �sncrf3 gran gy yy„Gj�ND d iacSu
•� it N/)/-
yX
f�
TABOIATIOR OF OBSEMAMTOR P%"S
Ground Soil
Pit Location Depth L_d_g._t Water.At Me:t��y
B
C
D
�. Cve
FMA.'- #2 SOUTH W I N DS O R HEALTH -2- for ,ra�; m,ap�aa�•gya�,
DEPARTMENT '
SIFMIAL CONDITIONS
System design larger than 2,000 g.p.d. Water supply 4stershed
gigh ground water (less than 14 ft.) possible seasonal high
ground water
Watercourse, marsh or p=d Possible seasonal flooding
Limited suitable area Slope over ISV
Marginal soil (30 - 60 =iris-/inch) Shallow ledge (less than 7 ft.)
erlyiag tight soil (less than 4 ft) Other y e Kc&5-5) .
VrvWul�a ff
'—�- CONCLUSION
Suitable for savage disposal
U tsuitable for sewage disposal
Additional investigation required
Retest during Wet season
' Engineer's plan required
i
DESIGN RXOV�QMATIONS ,
Investigated by Title
Confirmed/Witnessed by Title
Comments:
Benchmark location Elevation