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SU0002694 SSNL
Environmental Health - Public
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SU0002694 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:25 AM
Creation date
9/4/2019 5:31:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002694
PE
2633
FACILITY_NAME
SA-99-19
STREET_NUMBER
27815
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
27815 E DODDS RD
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\D\DODDS\27815\SA-99-19\SU0002694\NL STDY.PDF
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EHD - Public
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Water analysis: <br /> The water table elevation varies from approximately 30 fejt above sea level at the south cast corner of <br /> the site to approximately 0 feet above sea level at the north west corner of the site. The depth to the water <br /> table from the surface increases from south to north. The depth being approximately 95 feet below the <br /> surface at the south east corner of the site to a depth of approximately 130 feet at the north west corner of <br /> the site.The ground water gradient is to the north west. This information was taken from data published <br /> by the San Joaquin County Flood Control And Water Conservation District titled Groundwater Report, <br /> Fall, 1994. <br /> The water quality varies slightly in the area,as referenced from water sample results at appendix IlI- <br /> A-D. Water sample test results that were taken near the site and at the site read as follows: <br /> Location: Sample# Test: Nitrate TDS <br /> Abandoned domestic well <br /> at site- TV] 13 mg/L 224 mg/L <br /> DW#I at sit,first test- TV2 13 mg/L 192 mg/L <br /> Abandoned irrigation <br /> well- TV3 13 mg/L 224 mg/L <br /> Domestic well,ECK Ranch, <br /> south west to the site and water <br /> gradient relative.to the site- TVW-1 9 mg/L 256 mg/L <br /> Domestic well, to <br /> Ranch, <br /> north east to the site and water <br /> f gradient relative to the site- TVW-2 I 1 mg/L 356 mg/L <br /> Domestic well,Taro Ranch, <br /> upgradient to the site TVW-3 13 mg/L 237 mg/L <br /> DW#i at the site,second test- TVW-4 13 mg/L 218 mg/L <br /> OID irrigation well, <br /> downgradient to the site- TVW-5 10 mg/L 154 mg/L <br /> The water quality changes only slightly as it travels under the facility,reference water sample TVW-3 <br /> 1 to the TVW4 sample,appendix I11-13. Note that the water at the OID irrigation well has a slightly better <br /> test results. This could be due to extensive pumping which is drawing from high quality upgradient water <br /> which in turn dilutes the nitrates and TDS contents. <br /> Based only on the test results from six wells and the fact that we are not sure what depths from which <br /> the water samples have been collected,it is impossible to conclude with any degree of accuracy the source <br /> of the contaminates that are affecting the water quality. <br /> There are three major artificial water influences to the water table in the area: <br />{ First, there are a number of rice fields.They have a constant head of water during the summer growing <br /> season forcing elements down into the soil profile. Considering that there is no appreciable wet-dry cycle <br /> during the rice growing season and the constant wetting of the soil from winter rains,there is a constant <br /> flow of surface water penetrating into the water table. Consequently,any mobile elements, including <br /> nitrate,will be carried down to the water table given long periods(years)to farming rice. <br /> Second;the Farmington Reservoir. This body of water is approximately I mile to the north east,north <br /> cast gradient to the site,and at the same water table elevation contour line. This force of water into the <br /> upper aquifer will influence any plumes in the down gradient direction to travel faster and wider than <br /> naturally. <br /> Third;the Woodward Reservoir_This body of water is approximately 2 miles upgradient from the site. <br /> It will have a greater influence to the shallow aquifer that passes under the site. Considering the potential <br /> i permeability rate in the area,there can be as many as 35,000 acre feet of water that percolates into the <br /> ground water.This force of water into the upper aquifer will also influence any plumes in the down <br /> gradient direction to travel faster and wider than naturally <br /> This soil analysis is based on criteria from the Agricultural Waste Management Field Handbook, fart <br /> 651,and Sail Survey of San Joaquin County, California. <br /> e Western Design/David Avila I999 <br /> 13 <br />
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