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SU0008067 SSNL
Environmental Health - Public
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2600 - Land Use Program
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PA-1000007
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SU0008067 SSNL
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Last modified
5/7/2020 11:33:20 AM
Creation date
9/5/2019 11:17:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008067
PE
2631
FACILITY_NAME
PA-1000007
STREET_NUMBER
17266
Direction
N
STREET_NAME
HILLSIDE
STREET_TYPE
DR
City
LODI
APN
05324005
ENTERED_DATE
1/25/2010 12:00:00 AM
SITE_LOCATION
17266 N HILLSIDE DR
RECEIVED_DATE
1/25/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HILLSIDE\17266\PA-1000007\SU0008067\NL STDY.PDF
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EHD - Public
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I <br /> LIMITATIONS <br /> This report has been prepared for the exclusive purpose of processing of a i <br /> . p p g and use <br /> application at San Joaquin County. It is authorized for use only by the client, the <br /> property owner, and the County agencies involved. The standard of care employed is <br /> typical for this type of work in this area. <br /> Test findings and statements of opinion are not a guarantee or warranty. Site <br /> conditions, agency policies, and regulations are subject to change and may invalidate <br /> portions of this report. Information in this report is derived from many sources; Live Oak <br /> cannot warrant the accuracy or completeness of information provided by those sources. <br /> CS This report is not an environmental assessment and makes nof <br /> c arm to identify <br /> "recognized environmental conditions" or health and safety concerns for the Site. The <br /> San Joaquin County Environmental Health Department should be contacted regarding <br /> actions to be taken to ensure an acceptable drinking water supply. <br /> The estimated flow values discussed in the Nitrate Loading Study should not be used <br /> for the design and sizing of the septic system. The design and sizing of the septic <br /> system should utilize the San Joaquin County Environmental Health Sewage Standards <br /> which incorporate peak and surge flow factors. <br /> LOGE1005 <br /> Page 15 <br />
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