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APPLICATION NO.
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TABU'LATIOH OF m EEULTS
PrgsoakDepthHole(Inchu )
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Location
Minimm .Percolgtion Rate
(Fins./Iach)(31‘s.)
Grcund water Table:OESWATION FITS:(Record all pits)”Zhgl'9i)3%
ANear Max.I)Below Max.,517
WW'EON O?OBSEVA‘TION PETS
Depth
Q/z.
Locaticn
SoilMcttung
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Uat'e r At
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At
é ’/¢
05-
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Time Reading Time Reading Time Reading Time Reading
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FORM #2 SOUTH wINDsOR HEALTH -2-Investigationtfar Sewage.nd5po 3a}..Syate
DEPARTMENT
SPECIAL CONDITIONS
system design larger than 2,000 g.p.d.water suyply watershed
Eigh grcund wgter (less than hi ft.)Possible seasonal high
grcund water
CONCLUSION
suitable for sevage disposal
Unsuitable for sewage disposal
Additional investigation required
Retest during wet season
Engineer’s plan required
DESIGN RECOMMZNDATIONS
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Inyestigated b y
Confirmed/Witnessed by $«la
Comments:
Bench.nark location Elevation
3
water:ourse,marsh or pond Possible seasonal flooding
Limited suitable area S1ope over 15%“
Marginal soil (3O -60 min3./inch)Shallow ledge (less than 7 ft.)
A /Umderlying tight soil (less than k ft)if:
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APPLICATEON HO.Pom £SOUTH wINDSOR HEALTH DEPARTMENT
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IIWETIGATICH F'OH SEWAGE DISPOSAL SYSTL‘!57.?ulcy
MON @117 f¥
mmow rm.(Record antes“)2 they son.MOISTURH:
Date ‘$@érW“J (W,medi,low,etc.
l
WW 3%J //mF'w
Grcund water Tabl-‘
(N#ar V x.,B IO?Wax.,Ft@SERVATIONFITS:(Reccrd all pits)
.mte
TABUIA'I'IOH O?OBSEVATION PETS
Depth Ledge AtPitLocatien
SoilMcttlingGroundwaterAt
HOLE #1.HOLE #2 ECLE #3 Em.ém
Time Reading Time Reading Time Reading Time Reading
9E1?
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WA.
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Prasoak Minimum.Percolat1on Rate
Hgle LAH{4#/43 {gcaticn (inches)Dapth (Ers.)(Fins./Iach)
PIT A m B ?IT C PIT D
C’RIU ‘~"iwy 5h‘l
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FORM #2 SOUTH wINDsoa HEALTH -2-\Investigation}?sewage.Disposal..sarateDEPARTMENT~“
SPEEIAL CONDITIONS
System design larger than 2,000 g.p.d.Hater supply watershad
Eigh ground water (less than h%ft.)Possibie seasonal high'..‘-""'—‘—"""-—'ground water
watercourse,marsh or pond Possible seasonal flooding
Limited suitable area S1ope over 15%“
Marga;son (3o -60 uns./1nch)shauow ledge (less than?rt.)
underlying tight soil (less than h ft)Other
CONCLUSION
Suitable for sewage
unsuitable for sewage disposal
Additional inyestigation
Retest during wet
Engineer's plan required
DESIGN RECOMMENDATIONS
Comments:
Bench.nark location Elevation