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SU0008708 SSNL
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2600 - Land Use Program
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PA-1100053
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SU0008708 SSNL
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Entry Properties
Last modified
5/7/2020 11:33:38 AM
Creation date
9/9/2019 9:01:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008708
PE
2622
FACILITY_NAME
PA-1100053
STREET_NUMBER
18375
Direction
N
STREET_NAME
RAY
STREET_TYPE
RD
City
LODI
APN
01116040
ENTERED_DATE
4/11/2011 12:00:00 AM
SITE_LOCATION
18375 N RAY RD
RECEIVED_DATE
4/11/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\RAY\18375\PA-1100053\SU0008708\SS STDY.PDF
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EHD - Public
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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation test appear to be suitable for use <br /> with an on-site septic system. A satisfactory soil percolation rate of 11.9 min/in was <br /> observed in the test location. A new residence may be constructed on the homesite <br /> parcel at some point in the future. With a satisfactory test, the area 100 feet in radius <br /> from the test location could be used to construct a septic system drain field. <br /> The depth of ground water based on recent aquifer levels is approximately 20 to 30 feet. <br /> Groundwater flows down in a southerly direction; a flow rate could not be calculated. <br /> A water sample was collected from the domestic water well on the Site. Nitrate was <br /> detected at a concentration of 53.7 mg/L-NO3 in the water sample, above the US EPA's <br /> Maximum Contaminant Level (MCL) of 45 mg/L. DBCP was not detected in the sample. <br /> Based on the level of nitrate detected, it is recommended that the occupants avoid <br /> drinking or cooking with the well water until the level can be reduced to below the MCL. <br /> The EHD should be contacted for recommendations on a long-term nitrate reduction <br /> strategy. <br /> We believe the Site suitable for development with the use of standard septic systems <br /> utilizing leach lines and sumps or a filter bed. <br /> �" LOGE 1112 Page 8 <br />
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