HomeMy WebLinkAboutSeptic Repair 2615 Ellington Road Y.-im PC SOUTH WINDSOR HEALTH EPARTMENT APPLICAT=ON 1.10.
• INVEMGATIOR FOR SMGE DLSPOSAL SY M - AIC'eV
Owner LOCATION A611- Ra< -
PBACOTA=0N TF5'I'S: (Record all. tests) � 8' SOIL MOISTURE:
Olizt
med., low, etc.
TEST READINGS
ROLE #1 a= #2 ROLE #3 SOLE- ;
Time Reading Time Reading Time R+.ading Time Reading
TABULATION OF TMT RMTLTS
Depth Presoak Minimum .Percolation Rate
Hole Location {Inches) Ers. ) (Mina.jIach)
1
2
3
OBSERVATION PITS: (record all pits) Grcund Water •Table:
5t Near Max., Be ov Max.
02L DMCRZP. 01:1 3
PIT A PTA B P?T C PIT D
4r 5,;I47_,Sa.,d I . ' •- ftl 4 y f
11?-37- ,p,ep-r-C
TABULM ION OF OBSERVATION PITS
Ground Sail
Pit Locaticu Depth Ledge At Water At Mcttl n3
A
B
C
D
94 #2 SOUTH WINDSOR HEALTH -2- Investigation_Yor Sedge, Disposal.Syste
DEPARTMENT
SPECIAL CONDITIONS
System design larger than 2,000 g.p.d. Water supply watershed
ELgh ground water (less than 14 ft. ) Possible seasonal high
ground water
Watercourse, marsh or pond Possible seasonal flooding
Limited suitable area Slope over I5V
Marginal soil (30 - 60 mins./inch) Shallow ledge (less than 7 ft.)
Underlying tight soil (less than 4 ft) Other
CONCLUSION
Suitable for sewage disposal
Unsuitable for sewage disposal
Additional investigation required
F
I
Retest during wet season
Engineer's plan, required
__E'I• J1c1 DESIGN FMOMMMMATIONS
Investigated by Title
Confirmed/Witnessed by Title
Coomments;
3ench.mark location Elevation