HomeMy WebLinkAboutSeptic Repair 00 Strong Road South Windsor Health Department
INF' STIGATION FOR SEWA E Di4 O AL SY TFM
T,
OWNER LOCATION �J� y Ad tO
PERCOLATION TESTS: (Record all tests) SOIL MOISTURE:
70 be- ott"Ie DATE (high, med, low, etc)
TEST READINGS
HOLE#1 HOLE#2 HOLE #3 HOLE #4
Time Reading Time Reading Time Reading Time Reading
TABULATION OFTEST RESJJLTS
Hole Location Depth Presoak Minimum Percolation Rate
(inclies), ILL ( ins./Inch)
1.
2.
3.
4.
OBSERVATION PITS: (Record all pits) 7—a 8"OU Ground Water Table: GDP'
(Date) (Near Max,Below Max)
SOIL DESCRIPTIONS
PIT A PIT B PIT C PIT D
Moo 3b�, ivfd tr too 7 C rl�
G--a iA, �Z � ,
South Windsor Health Department
TABULATION OF OBSERVATION PITS
Pit Location Dept _.h Ledge At Ground Soil
Water at: Mottling
A.
B. �.�, P
C.
D. 72 72 y�
SPECIAL CONDITIONS -
System design larger than 2,000 g.p.d. Water Supply watershed
High ground water(less than 4 "2 ft.) L- Possible seasonal high ground water
Watercourse,marsh or pond Possible seasonal flooding
Limited suitable area Slope over 15%
Marginal soil (30-60 mins./inch) -to ie c&wd 11C-fcol Shallow ledge(less than 7 ft)
Underlying tight soil (less than 4 ft) Other
CONCLUSION
Suitable for sewage disposal
Retest during wet season
Unsuitable for sewage disposal Engineer's plan required
Additional investigation required
DESIGN RECOMMENDATIONS
Investigated by Title
Confirmed/Witnessed by Title
Comments:
Bench mark location Elevation
town manager/molloy/deptula 99/investigation for sewage disposal system
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