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SU0007523 SSNL
Environmental Health - Public
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SU0007523 SSNL
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Last modified
5/7/2020 11:33:07 AM
Creation date
9/6/2019 11:05:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007523
PE
2622
FACILITY_NAME
PA-0800372
STREET_NUMBER
14551
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
RIPON
APN
20306017
ENTERED_DATE
12/29/2008 12:00:00 AM
SITE_LOCATION
14551 E LOUISE AVE
RECEIVED_DATE
12/29/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\L\LOUISE\14551\PA-0800372\SU0007523\SS STDY.PDF
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EHD - Public
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JR2 Page 3 <br /> Consulting, Inc. November 18, 2008 <br /> Emironmentol- Engineering• Geology Project Number 2008021 <br /> Ed Nicolay <br /> 14539 E. Louise Avenue <br /> Ripon, California <br /> Subject: Soil Suitability Study For <br /> 14539 E. Louise Avenue <br /> Ripon, California 95366 <br /> %W APN: 203-060-17 <br /> Mr. Nicolay: <br /> JR Squared Consulting has prepared a Soil Suitability Study(SSS) for the property located at <br /> the 14539 E. Louise Avenue, Ripon, California. This report was produced in accordance with <br /> the San Joaquin County, Environmental Health Department, Soil Suitability Study Requirement / <br /> Checklist. <br /> 1. INTRODUCTION AND PROPOSED DEVELOPMENT <br /> The purpose of this SSS is to identify the suitability of an area proposed for septic tank <br /> usage. The report shall include an evaluation of the following: <br /> 1. The intensity and extent of the existing and the proposed development project's <br /> use of septic tanks within and around the area. <br /> 2. The suitability of the soil for utilizing septic systems, including percolation rates <br /> and soil profiles. <br /> 3. The depth and gradient of the water table. <br /> 4. The history of past uses in the project area to assess potential problems. <br /> 1R SQUARED CONSULTING,INC. ENVIRONMENTAL-ENGINEERING GEOLOGY <br /> 6532 MCNEIL COURT,VALLEY SPRINGS,CA 95252 PHONE(209)772-3841 -FAx(209)7404303 <br />
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