HomeMy WebLinkAboutSeptic Correspondence 1030 Ellington Roa p
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NOTES SOUTH WINDSOR HEALTH DEPARTMENT
LOCATION 1p30
OWNER In
-
TYPE OF WORK
DATE PERMIT PIPE
INSTALLE R e tA,
INSPECTOR DRAWN BY V" ,
s of SOUTH WINDSOR HEALTH DEPARTMENT
Il49F�TIGATICl4 FOR SEWAGE DIS"I JAL SYS:r'4
owoar LOCATION 1 D 30 F_i U kA ad-
PP.I�DIATION (Record all. tests) y-l'g, SOIL MOISTURE:
Date med., ow, e�c
TEST READINGS
ROLE #1 80LE #2 HCLE #3 mu #14
Time Readitsg Time Reading Time Reading Time Readins
`o i° i Z
tv1/z
TAEULATION OF TMIRT RESULTS
�p Presoak Minimum .Percolation Rate
Role Lo_== (Tnche3) Ers• (?�ias•�Iach)
2
3
4
CBSERVA^_'ION PM: (Record all pits) Ground 'aster Table
Oate tear ;rtex., Low ;Sax., zi
OIL DErCRIFTICN�3
PIT A PIT H F?T C PIT D
0 ^i 7`0'p
f.2-+a�5f— lne ff����{iraGr
.2 �-� ect Yid J-a qd
!� d
TABULAn. ON OF OHSEMAnOR Fi'"S
Ground Soil.
Pit Location /) nth L=dB_ At Water At 1�!c=
A
C
D
Cv-!
F`OI�d SOUTH WINDS 0 R HEALTH ..2_ Iavestigr� you for ;x,wage Dis3 :,. a:1:.wsx
DEPARTMENT
S?FMIAL CONDITIONS
Sys-i.e.m design larger than 2,000 g.p.d. Water supply Watershed
ffigh ground water (less than 41 ft. ) Possible seasonal high
ground Water
Watercourse, marsh or pond Possible seasonal flooding
Limited suitable area Slope over I5%'-
Marginal soil (30 - 60 mins./inch) Shallow ledge (less thaw 7 ft.)
Underlying tight soil (less than 4 ft) Other
CONCLUSION
Suitable for sewage disposal
Unsuitable for sewage disposal
Additional investigation, required
Retest during wet season
119eer's plan required
DESIGN RMOROMMATIONS
Investigated by Title
Confi=ed/Witnessed by Title
Comments;
Benchmark location Elevation