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SU0004383 SSNL
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SU0004383 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:45 AM
Creation date
9/9/2019 10:54:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004383
PE
2632
FACILITY_NAME
SA-01-78
STREET_NUMBER
26290
Direction
S
STREET_NAME
UNION
STREET_TYPE
RD
City
MANTECA
ENTERED_DATE
5/19/2004 12:00:00 AM
SITE_LOCATION
26290 S UNION RD
RECEIVED_DATE
10/30/2001 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\U\UNION\26290\SA-01-78\SU0004383\NL STDY.PDF
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EHD - Public
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\r ..s <br /> FFLOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> enced, the groundwater is located at approximately 9 ft below grade acc7evidencEa <br /> hand-borings and the Lines of Equal Depth map published by the Flood <br /> Since the groundwater elevation is comparatively high in elevation,there was no <br /> perched water table condition or saturated soil conditions during the hand borings, until the zone <br /> of saturation was encountered between eight and nine feet below grade. Groundwater recharge <br /> appears to be occurring in this area based on the Lines of Equal Depth and the proximity to the <br /> San Joaquin River. <br /> The Environmental Health Department has stipulated the existing well located at the dairy barn <br /> be tested for the agrichemical Dibromochloropropane (DBCP) and nitrate. The well water test <br /> results indicate a concentration of nitrate at 4 ppm. This nitrate concentration is very low <br /> considering the intensity of the farming and dairy operations which have taken place in this <br /> region over the last several decades. Both DBCP and a related compound ethylenedibromide <br /> (EDB)where Below Detection Limit(BDL), which is equivalent to non-detect(ND). <br /> On-site well logs, and well logs from the Machado Dairy directly to the north illustrate the <br /> underlying soil consists of intervening clay and sand strata. It is hypothesized that there is <br /> sufficient clay strata to attenuate the downward migration of nitrate from this region which offers <br /> an explanation for the low nitrate concentration found in the dairy barn well. <br /> The groundwater directional flow is to the west as indicated on the attached Lines of Equal <br /> Elevation. The groundwater gradient is estimated to be: 10 ft_ 10,560 ft= 0.001 ft/ft. <br /> As referenced on the attached"Summary of Improvements,"there have been several <br /> improvements made to the Quaresma Dairy to prevent nutrient water runoff. Of the <br /> improvements made,the two irrigation water return systems offer the greatest protection against <br /> runoff leaving the subject property, or eventually percolating to underlying groundwaters. <br /> Additionally, there is no possibility for sewage to enter surface waters or the underlying <br /> groundwater provided adequate "distance"requirements are observed. <br /> III. MASS BALANCE OF NITRATE-NITROGEN LOADING <br /> SOIL ANALYSIS <br /> Both soil physical characteristics and soil chemical parameters were examined for the Nitrate <br /> Loading Study. Information on the surface soil characteristics can be found in the USDA Natural <br /> Resources Conservation Service (formerly the Soil Conservation Service) Soil Survey of San <br /> Joaquin County. The nutrient application soils consist predominately of Trahem clay loam(258) <br /> and Veritas fine sandy loam(266). The percolation test was conducted in the Veritas fine sandy <br /> loam soil which explains the relatively rapid perc rate. <br /> 4 <br /> Vaffey Ag Research <br />
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