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SU0008978 SSNL
Environmental Health - Public
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SU0008978 SSNL
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Last modified
5/7/2020 11:33:47 AM
Creation date
9/9/2019 9:03:47 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008978
PE
2631
FACILITY_NAME
PA-1100122
STREET_NUMBER
16261
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
24519017
ENTERED_DATE
11/21/2011 12:00:00 AM
SITE_LOCATION
16261 E RIVER RD
RECEIVED_DATE
11/21/2011 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\R\RIVER\16261\PA-1100122\SU0008978\NL STDY.PDF
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EHD - Public
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LUCCA WINERY <br /> SOIL SUITABILITY & NITRATE LOADING STUDY MAY 2013 <br /> II. SOIL SUITABILITY STUDY FINDINGS <br /> A. Subject Property and Surrounding Study Area Information <br /> SSS§ 1.1. As noted on the San Joaquin County Parcel Viewer Maps, the current <br /> - surrounding land use is composed primarily of agricultural production land and very low <br /> density residential structures and ranchettes. Surrounding land has been in agricultural <br /> production for many decades. New development within the City of Ripon has occurred <br /> further to the west. The property is zoned AG-40 with no proposal for a zone <br /> reclassification. <br /> SSS§ 3.1, 3.2, 3.3, 3.4, 3.5, 3.6. Applications on file with EHD reveal that there have <br /> been twenty-three permits issued for repairs/additions to existing systems within a one- <br /> half mile surrounding the project site. A summary of the permit applications is provided <br /> in Appendix C. <br /> The project site has relatively level terrain; consequently, there will be no need to <br /> incorporate design considerations for slopes within the wastewater disposal area. <br /> B. Soil Physical Characteristics and Analytical Test Results <br /> SSS§ 5.2. The United States Department of Agriculture - Soil Conservation Service <br /> (USDA-NRCS) indicates the entirety of the on-site soils to consist of Delhi loamy sand <br /> (#142). As referenced by the NRCS, the surface layer is loamy sand about 26 inches <br /> thick. The remaining soil depth to 60 inches is also sand, which was also observed and <br /> confirmed by the percolation test results. <br /> NLS§ 1.1, 1.2. As noted on the A&L Western Agricultural Laboratory Soil Analysis <br /> Reports found in Appendix D, chemical analyses of the soil samples from the disposal <br /> area quantify the constituents that will influence nitrate loading from this project. The <br /> important parameters for nitrate loading assessment are the organic matter, pH, cation <br /> exchange capacity (CEC), and nitrate-nitrogen content. <br /> The nitrate-nitrogen concentrations are very low at both test depths of three feet and <br /> seven feet in comparison to normal agronomic concentrations. This suggests a low <br /> potential for future nitrate-nitrogen loading from indigenous nitrogen content within the <br /> soil. Further, based upon the reduction in the levels in nitrate-nitrogen from the shallow <br /> to deeper analysis would suggest denitrification within the soils through deep <br /> percolation. Since septic effluent is composed predominately of ammonium (NH4), the <br /> pH, along with the CEC, are significant influences on ammonium molecules. The pH of <br /> the soil is slightly acidic to balanced, which may promote ammonium formation and <br /> stability. The CEC measures the ability of the soil to theoretically trap and hold <br /> ammonium molecules. Cation Exchange Capacities of the soil samples are low at both <br /> depths. This suggests a greater potential for denitrification. <br /> Page 13 <br />
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