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SU0004350 SSNL
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PA-0200224
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SU0004350 SSNL
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Entry Properties
Last modified
9/9/2024 11:19:07 AM
Creation date
9/4/2019 10:06:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004350
PE
2632
FACILITY_NAME
PA-0200224
STREET_NUMBER
17399
Direction
E
STREET_NAME
AVENA
STREET_TYPE
RD
City
ESCALON
APN
20319006
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
17399 E AVENA RD
RECEIVED_DATE
6/6/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\SS STDY.PDF \MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\NL STDY.PDF
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EHD - Public
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Excess Lime <br /> F <br /> Organic Matter Estimated Nitrogen Release (E.N.R.) <br /> Phosphorus <br /> Potassium <br /> Magnesium. <br /> Calcium <br /> Sodium <br /> j pH <br /> Hydrogen <br /> Cation Exchange Capacity (C.E.C.) <br /> Percent Cation Saturation <br /> The soil sampling methods and copies of the laboratory results are presented in Appendix D. <br /> Surface Water <br /> Two (2) surface water samples were collected in the Avena Drain, upgradient and downgradient of <br /> the subject property, upgradient and downgradient of the subject property, and one (1) surface <br /> water sample was collected in Lone Tree creek, at the point where it touches one of the proposed <br /> manure -fertilized cropping fields. Sample locations are shown on the attached map Appendix. <br /> B. The sampling procedures are also presented in Appendix B. <br /> The samples were analyzed by A&L Western Agricultural Laboratories, Inc. for Kjeldahl Nitrogen, <br /> Ammonia Nitrogen, Nitrate Nitrogen, Total Phosphorus, and for Total Potassium. . <br /> FCopies of the laboratory results are attached Appendix B. <br /> � f <br /> Groundwater Depth and Gradient <br /> The depth to groundwater in the area is monitored by the Department of Water Resources (DWR). <br /> Based upon data available from DWR, the closest DWR wells exist to the north, northeast, and <br /> east. Groundwater was encountered in. these neighboring wells approximately 70-90 ft.below the <br /> ground surface. Copies of the groundwater measurements in these wells and in other wells in the <br /> area are presented in Appendix B. <br /> 4 <br /> The groundwater elevations as measured at four different dates are presented in four maps in <br /> Appendix B. Based on these maps, the groundwater flow direction is toward northwest. <br /> r f <br /> Refer to page 22 for Endnotes and Reference Sources <br /> ®Western Dairy Design Associates,Inc.2003 <br /> Page 18 <br /> i <br />
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