HomeMy WebLinkAboutSeptic Repair 00 Main Street (5) INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM
OWNER Is, LOCATION
PERCOLATION TESTS: (Record all tests) Id SOIL MOISTURE: n
"fJK� — w/- lw.-. pyvloul DATE (high, med, low, etc)
a/
TEST READINGS
HOLE #1 is I,7> HOLE#2 HOLE#3 HOLE #4
Time LReading Time Reading Time ReadinEr A Time Reading'
7) 3 YZ
Y7 Y L
TABULATION OF TEST RESULTS
Hole Location Depth Presoak Minimum Percolation Rate
inches (Hrs.)_ ins./Inch
I
2.
3.
4.
• 1
OBSERVATION PITS: (Record all pits) Iv -v Ground Water Table:
(Date) (Near Max,Below Max)
SOIL DESCRIPTIONS
_ PIT A PIT B PIT C PIT D
dtt We W , Aledt& �6 ?lam 36
0—I17 - T6n « �y y2- .
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Co./De t. ;
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Phone# Phone# +
Fax# Fax# '
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TABULATION OF OBSERVATION PITS
Pit Location Depth L Ledge At Ground Soil
Water at Mottling
A.
B.
C.
D.
SPECIAL CONDITIONS
System design larger than 2,000 g.p.d. Water Supply watershed
High ground water(less than 41n ft.)" ,�� Possible seasonal high ground water
Watercourse,marsh or pond Possible seasonal flooding
Limited suitable area Slope over 15%
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 Retest during wet season
Unsuitable for sewage disposal Engineer's plan required
Additional investigation required
DESIGN RECOMMENDATIONS
S'Y f `57 c� r►'�� Iuy
Investigated by ��� Title
Confirmed/Witnessed by Title
Comments:
Benchmark location Elevation
town manager/molloy/deptula 99/investigation for sewage disposal system