HomeMy WebLinkAboutSeptic Repair 67 Main Street 7.01M ie SOUTH WINDSOI, HEALTH DEPARTMENT
APPLICATION NO.
INVESTIGATION FOR SMGE DIS9LSAL SY T—"
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-- C�lT rspv s`6 yy- s->8/ LCCATIOA- 7
PERCOL=ON TESTS: (Record all. tests) 3=l-8'7 SOIL MOISTURE:
Date
•, ox etc,
�t Ct"
T
HOLE #1 80LE #2 HOLE .#3 HOLE #4
Time Reading Time Redding Time Rending Time Reath
ng
/0 6r 6 �/y
91h,
%y
II
li i yy
,t
ty
16 1S-
�l
TABULATION OF TEST RESI.ILTS
Hole Depth Presoak Minimum Percolation Rate
Location (I=) (Ers. ) (Mjns./Inch)
1
2
3
4.
C SERVATION FITS: (Record all pits) 5-1/-6? Ground Water Table:
Date Neer v x. Be osr Max. Ecc
OIL DESCRIF''IMTS
PIT A PIT B PIT C PIT D
Fl n e fi/{�l stcN d
n o r►,offle
h o W,
TABULATION OF OBSERVATION P171S
r
• Ground Soil
Pit LOcaticu Depth Ledge At Water At Mc y yi{T? A:
A
B
C
D
&UM1 74 SOUTH WINDS 0 R HEALTH -2- Investigation !or sewage, Dispos&L Sys*l
DEPARTMENT =. . ..
SPMIAL CONDITIONS
System design larger than 2,000 g.p.d.
Water supp]y watershed
ffigh ground water (less tbaa 14ft.) possible seasonal high
ground water
Watercourse, marsh or pond possible seasonal flooding
Limited suitable axes Slope over In
Marginal soil (30 - 60 mins./inch) Shallow ledge (less than 7 ft.)
Underlying tight soil (less tbaa I& ft) otheT
0
CONCLUSION
Suitable for sewage disposal v
Unsuitable far-sewage disposal
'J„x, ,AAW� Additional investigation required
Retest during wet season
r'�aeer`s plan required
DESIGN RECOH2 MCATIONS
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Investigated by �Q-� Title
Confirmed/Witnessed by Title
Comments;
3each.mark location Elevation
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