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SU0008831_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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O
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120 (STATE ROUTE 120)
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14280
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2600 - Land Use Program
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PA-1100127
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SU0008831_SSNL
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Last modified
11/19/2024 4:00:00 PM
Creation date
9/8/2019 12:32:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008831
PE
2622
FACILITY_NAME
PA-1100127
STREET_NUMBER
14280
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
APN
24502023 39
ENTERED_DATE
7/21/2011 12:00:00 AM
SITE_LOCATION
14280 E HWY 120
RECEIVED_DATE
7/21/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\14280\PA-1100127\SU0008831\SS STDY.PDF
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EHD - Public
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TABLE OF CONTENTS <br /> SOIL SUITABILITY STUDY............................................................................................1 <br /> Introduction................................................................................................................1 <br /> Proposed Development.............................................................................................1 <br /> SiteDescription..........................................................................................................1 <br /> PastUses of the Site..................................................................................................1 <br /> Existing and Proposed Septic Tank Usage..............................................................2 <br /> ExistingSeptic System ..................................................................................2 <br /> Proposed Septic System................................................................................2 <br /> On-Site Septic Permit History........................................................................2 <br /> Existing Septic Tank Usage in the Vicinity.....................................................2 <br /> Septic Permit History in the Vicinity...............................................................2 <br /> Expected On-Site Maximum Septic Tank Usage...........................................3 <br /> GroundWater Information.........................................................................................3 <br /> Depthand Gradient........................................................................................3 <br /> Potential Ground Water Contamination Issues..............................................3 <br /> On-Site Wells.................................................................................................3 <br /> WaterSample................................................................................................4 <br /> Soil Profile and Geologic Information......................................................................4 <br /> SoilBorings....................................................................................................5 <br /> Discussion of Soil Lithology........ ..................................................................6 <br /> PercolationTest.........................................................................................................6 <br /> Preparation and Presaturation of Percolation Test Holes..............................6 <br /> Percolation Test Procedure............................................................................6 <br /> Percolation Test Results................................................................................7 <br /> Discussion of Percolation Test Results..........................................................7 <br /> Discussion of Septic System Sizing...............................................................7 <br /> CONCLUSIONS AND RECOMMENDATIONS...............................................................8 <br /> LIMITATIONS..................................................................................................................9 <br /> SELECTED REFERENCES ..........................................................................................10 <br /> LOGE 1135 <br />
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