HomeMy WebLinkAboutSeptic Repair 00 Griffin Road (2) ;,= ayvn .ems..,....... � . - � .�+.sv. ....•
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MWES=GATTON wR SEWAGE DMIMMAL SYS"I".
Y^�3
pL�ACCi,1TI0R TF^�I'S: (Record &U. tests) � SOIL MOISTURE:
Data (bight med.,
TEST READINGS
IMZ #1 Z= #2 MLLp. .
Timms Reading Time Reeding Time 4*sa9ing Time , Resdir
.2, 'ly
�G7 23 -
z� ,13�/y
a2� Ivry
L 3 a S
23 1 Z- - TA33MATIOA OF TEST RESULTS
a
3
Sr/y Depth peso" M. =Xum .Percolation Raze
/O A,,A+-
2
3
MSOMMATION__PITS: (Record all pits Grcund •dater Table:
(Date)
D Mxr.w.IO-IN'a
PIT A P3T 8 -14(Z P'r'P C PIT D
-�-� ,v,J
fah st ¢mom tlf
a
8441e f
ogo
WUTA".TIOR OF 08SEMA. !IOR n"S
Ground Soil
Pit LoeatI= nth Lad__ Vats
3
8
JP=4 #2 SOUTH• W I N D S O R HEALTH - lavestlaut ou for ;; a Disposal.s
DEPARTMENT
SIMM CONDITIONS
stem design Larger tbaa 21000 g.p.d. Water su lP lata=shed
gh ground Water (loss tban 44 ft.) Possible se"cnal high
I - ground water
�tarccursep marsh or pared Possible seasecal floodZng
ted suitable area Slope over IS%-.
soil (30 - 60 mias./inch) Shallow ledge (less than T ft.)
Underlying tight soil (less than !& ft)_ other
CONCLMIt4R
Suitable for sewage disposal
Unsuitable for sewage disposal '
Additional investigation, required
1� Retest during wet season
Engineer's play required .
DESIGN RWa4f.M AT:rO33
Z'9r a73
f
Investigated by s� Title
Coari:Med/Witnessed by G ,u Title
►ach,mss!c location Elevation