HomeMy WebLinkAboutSeptic Inspection 289 Ellington Road FORM#2 State of Connecticut Department of Public Health APPLICATION NO.
INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM
Owner �6 G1 � /�2' y�? Location j:—:tjr�� AVeJ
PERCOLATION TESTS:(Record all Tests) I l — 12' 6 SOIL MOISTURE:
(hig ed.,low,etc.)
L TEST READINGS
d r Y
HOLE -HOLE HOLE
Time Reading uneReading une Reading Time Rea
36 �.
a ly 3/Y
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TABULATION OF TEST RESULTS
Hole Location Depth Presoak Time Percolation Rate
OBSERVATION PITS:(Record all pits) /,/q7 r06 Groundwater TabT
.(Date) ear Below max.,etc.)`.
SOIL DESCRIPTIONS
PTT PTT L PTT 3 PTT
o fell 0 —1 v - o
br- .J'a vd
rr /� 416 . s wok cZ
TABULATION OF TEST RESULTS
Pit Location Depth Ledge Ground Water Mottling
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49
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FORM#2 Con'd State of ConnecUcu peT ment.of Public Health Investigation for Sewage Disposal System
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LOCATION DRAWING C c
SPECIAL CONDITIONS
CONCLUSIONS -
System design larger than 2;000 gp.d Suitable for sewage disposal
Water supply watershed
4'escible3easonal high groundwater ✓ Unsuitable for sewage disposal
Watercourse,marsh or pond
Ante seasonal flooding _ ✓ . Additional investigation required
Limited suitable area
Excessive Slope(over 255/o) Retest during wet season_
Marginal soil(30-60mins/inch)
Shallow ledge.(less than 5$.) Monitor groundwater thru wet season
Underlying tight soil(less than 4 ft.)
Other Engineer's plan required -
DESIGN RECOMMENDATIONS
Investigated by Title
Confi med/witnessed by Title
_. Comments:-
I/I/00