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SU0008100_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2600 - Land Use Program
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PA-1000031
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SU0008100_SSNL
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Entry Properties
Last modified
10/27/2020 2:24:49 PM
Creation date
9/6/2019 11:05:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008100
PE
2625
FACILITY_NAME
PA-1000031
STREET_NUMBER
17239
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
ESCALON
APN
20321016
ENTERED_DATE
2/16/2010 12:00:00 AM
SITE_LOCATION
17239 E LOUISE AVE
RECEIVED_DATE
2/12/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\L\LOUISE\17239\PA1000031\SU0008100\NL STDY.PDF
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EHD - Public
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LIMITATIONS <br /> This report has been prepared for the exclusive purpose of processing of a land 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 /> This report is not an environmental assessment and makes no claim 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 /> LOGE1016 Page 15 <br />
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