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SR0082636_SSNL
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2600 - Land Use Program
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SR0082636_SSNL
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Entry Properties
Last modified
3/10/2021 4:00:57 PM
Creation date
10/22/2020 4:56:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082636
PE
2602
STREET_NUMBER
23223
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22615027
ENTERED_DATE
9/23/2020 12:00:00 AM
SITE_LOCATION
23223 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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18 September 2020 AdvancedGeo <br /> Project No. 20-6116 An Employee-Owned Compony <br /> Page 9 of 15 <br /> The water levels were measured from a fixed reference point at the surface of the boring <br /> using a Solinst water level meter. The final measurements were observed by the EHD <br /> inspector. Based on the field measurements collected, the percolation rate for the parcel <br /> was calculated; the Percolation Test Rate Field Sheet is provided in Appendix D. <br /> 6.5. COMPLETED PERCOLATION TEST FORM <br /> After completion of the successful tests, the EHD inspector reviewed the field data and <br /> signed the required EHD Percolation Test Rate Sheets. Field measurements recorded <br /> during the test are included on the Percolation Test Rate Field Sheets provided in <br /> Appendix D. <br /> 6.6. POTENTIAL PROBLEMS PREDICTED <br /> On site soils within the shallow percolation test hole demonstrated adequate percolation <br /> rates. <br /> 6.7. PERCOLATION TEST FINDINGS <br /> The shallow percolation tests performed provided satisfactory percolation test rates. The <br /> percolation rate of 1.54 minutes per inch (MPI) for P-1 and 1.13 MPI for P-2 were <br /> calculated from data collected during the percolation tests; the smallest reading over the <br /> one-hour period was used to calculate the percolation rate. The use of the proposed <br /> septic system should follow the San Joaquin County OWTS Standards. <br /> 7.0. CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> Soil chemical properties were supplied by regionally sourced material for the surrounding <br /> area. <br /> 7.1. CHEMICAL AND PHYSICAL PROPERTIES OF SITE SOILS <br /> The dominant soil composition in the general area of the property was inferred from <br /> information provided by the United States Department of Agriculture's Soil Geographic <br /> Database (USDASGD). The USDASGD soil survey indicates the soil type for the eastern <br /> portion of the subject property is predominantly composed of Tinnin loamy coarse sand <br /> having 0 to 2 percent slopes (#255). The Tinnin loamy coarse sand is composed of <br /> alluvium derived from granitic rock sources. Soils are described as well drained, with a <br /> high to very high permeability, and salinity ranging from 0.0 to 2.0 millimhos per <br /> centimeter (mmhos/cm). The Tinnin loamy coarse sand typically has the same chemical <br /> properties between surface grade and 75 inches bsg. <br />
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