HomeMy WebLinkAbout2000-10-12 - 1280 Main Street - Septic Soil Report..AAvul‘ll UUF“£LlllUllL
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PERCOLATION TESTS:(Record all tests)‘SOIL MOISTURE:Lo ‘“kl
(high,med,low,etc)
lawn U7 TEST READINGS
IABULATIQN OF TEST RESULTSzzé"¢i71
Minimum Percolation RateMinMncmPresoak
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Location
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2
3.
TABULATIQN QF OBSERVATION BITS
LedgeAl Soil
Mottling
GroundWater atDepthPitLocation
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HOLE #4HOLE#1 Q 17 r HOLE #2 HOLE #3
Time Reading Time Reading Time Reading Time iReading
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OBSERVATION PITS:(Record all pits)g.—{7"lL—w0 Ground Water Table:WJYI/‘z
(Date)(Near Max,Below Max)W1 »
SOIL DESCRIPTIONS it (/1
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PIT A PIT B PIT C PIT D
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System design larger than 2,000 g.p.d.Water Supply watershed
/-Possible seasonal high yound waterHighgroundwater(less than 4 ”2 ft.)
Watercourse,marsh or pond Possible seasonal flooding
Limited suitable area Slope over 15%
Marginal soil (30-60 mins./inch)Shallow ledge (less than 7 ft)
Underlying tight soil (less than 4 ft)//Other
Suitable for sewage disposal
Unsuitable for sewage disposal
Additional investigation required
Retest during wet season
Engineer’s plan required
1f 4/«Qawgw MW was ;
Investigated by Title
Confirmed/Witnessed by Title
Cements:
Bench mark location Elevation
town manager/molloy/deptula 99/invcstigation for sewage disposal system