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COMPLIANCE INFO_1993-2008
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COMPLIANCE INFO_1993-2008
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Last modified
4/16/2024 10:28:20 AM
Creation date
7/3/2020 11:18:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993-2008
RECORD_ID
PR0400042
PE
4452
FACILITY_ID
FA0000120
FACILITY_NAME
OLIVERA FOOD INC
STREET_NUMBER
944
STREET_NAME
BOWMAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19128019
CURRENT_STATUS
01
SITE_LOCATION
944 BOWMAN RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\cfield
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FilePath
\MIGRATIONS\SW\SW_4452_PR0400042_944 BOWMAN_1993-2008.tif
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EHD - Public
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opinion that groundwater next to the pond is roughly at the same elevation as the bottom of the <br /> pond. This groundwater is in equilibrium with the atmospheric pressure exerted on the pond <br /> surface. If the pond were liberating great quantities of water, it would have drained in a short <br /> period of time, which has not been the case. The "heavy" soil structure of the vadose and <br /> phreatic zones, which lower the hydraulic conductivity and transmissibility, is probably <br /> preventing a greater pond water infiltration rate into the surrounding groundwater. <br /> Boring 3-South was drilled 100 feet south of the large pond. Clay content test results for the <br /> five feet, vadose and phreatic zones are 24%, 14%, and 29%, respectively, and zero percent <br /> gravel content. Again, the static water level was measured at six feet below grade, which <br /> roughly corresponds with the bottom of the pond. <br /> As referenced earlier, Boring 4-East was drilled by hand to a depth of five feet where the soil <br /> became very stiff and compact. A sample was taken at this depth for hydrometer testing which <br /> indicates a 21% clay content and zero percent gravel content at this depth. <br /> GROUNDWATER ANALYSES <br /> The first analytical investigation of the groundwater was to measure the electrical conductivity, <br /> pH and temperature of Boring 1-North, Boring 2-West, an adjacent irrigation well, and the on- <br /> site domestic well. Additionally, for comparison purposes, these three parameters were <br /> measured from the wastewater in the small pond and large pond. The data are tabulated below: <br /> Parameter Small Pond Large Pond Irrigation Well Domestic Well Boring 1-North Boring 2-West <br /> Ec 11250 9830 2620 2280 2390 4410 <br /> pH 6.79 8.30 9.42 9.36 9.32 10.12 <br /> Temp.°F 92.6 84.5 72.0 70.5 73.4 76.1 <br /> Tle next groundwater parameters measured were Total Kjeldahl Nitrogen (TKN), Total <br /> Dissolved Solids (TDS) and Nitrate (NO3). These three parameters were measured in the <br /> groundwater from 1.) A domestic well to the west of the ranch, 2.) An on-site domestic well, and <br /> 3.) A domestic well to the east of the ranch. These samples were used for comparison purposes <br /> 3 <br /> ..4' �` l�ulity (Contro1 <br /> l jnspxtion <br /> s `F <br />
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