HomeMy WebLinkAboutPit/Perc 178 Chapel Street Town of South Windsor
\\ INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM
�`Owner: D VVQ Date: g I f Z 7h y
Location: Soil Tests Observed By S
PERCOLATION TESTS
Hole#, I Pit# Hole# L Pit Test Pit i Depth
Presoak �2'.ZU hours Presoak V .3o hours Ledge Seepage
Depth �" Mark De tphh 'ZZ'� Mark MottlingZQ,' Roots
Depth $' S' Observation
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Rate min/in Rate min/in
Test Pit 2 Depth Test Pit _ _ Depth ,rb "
Ledge _ Seepage Ledge Seepage
Mottling 2 Roots Mottling Roots
Depth Observation Depth Observation
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Promsy Location Date
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LOCATION DRAWING
Special Conditions Conclusions
System design larger than 2,000 g.p.d Suitable for sewage disposal
Water supply watershed
Possible seasonal high groundwater Unsuitable for sewage disposal
Watercourse, marsh or pond
Possible seasonal flooding Additional investigation required
Limited suitable area
Excessive slope (over 25%) Retest during wet season
Marginal soil (less than 5 ft)
Shallow ledge (less than 5 ft) Monitor groundwater thru wet season
Underlying tight soil (less than 4 ft)
Other _ Engineer's plan required
Testing For: New Lo /System Repair/B100a/Other
Design recommendations
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Investigated by: Title: L1 ✓
Date_