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2900 - Site Mitigation Program
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PR0009269
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/3/2020 4:47:12 PM
Creation date
3/3/2020 4:38:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009269
PE
2960
FACILITY_ID
FA0004006
FACILITY_NAME
LEPRINO FOODS
STREET_NUMBER
2401
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
21307050
CURRENT_STATUS
01
SITE_LOCATION
2401 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Mr. Robert Garcia • • 17 October 2003 <br /> Leprino Foods, Inc. 2 <br /> locations of subsequent borings are dependent on the groundwater gradients established by water <br /> table elevations in the Geoprobe® borings, it is important to get accurate groundwater elevation <br /> measurements in the borings. The Work Plan should state how LFC will determine that the <br /> groundwater level in the boring is stable. <br /> 4. Page 2,Boring Locations. The Work Plan proposes locating the initial two borings downgradient of <br /> RW-1 and RW-2, and if no odor is detected, one of the borings would be chosen to be completed as <br /> a monitoring well. If diesel odors are detected in the groundwater samples, additional downgradient <br /> borings would be completed at a spacing of about 100 feet until no odor is detected in the <br /> groundwater. At this point, a monitoring well would be completed. Under this strategy, two <br /> somewhat parallel lines of Geoprobe® sample points would be installed until a lack of diesel odor <br /> indicates the location of the well. This strategy does not account for the possibility of preferential <br /> flow of groundwater under one of the two sampling lines. Therefore, downgradient points should be <br /> sampled in both lines until no diesel odor is detected in either line, at which point the monitoring <br /> well location can be chosen. <br /> 5. Page 3, Soil and Groundwater Screening. The Work Plan proposes taking groundwater samples at <br /> the rate of one sample for every 200 feet downgradient of the fence line, or sampling about every <br /> other borehole,to provide information on downgradient attenuation. LFC should collect samples <br /> from every boring. After determining the location of the monitoring well, individual samples can be <br /> selected for analysis to assess the downgradient attenuation. <br /> 6. Page 3, Well Construction. The Work Plan proposes completing one boring as a monitoring well. <br /> The proposed well would be constructed of one-inch PVC inserted into the two-inch diameter <br /> Geoprobe® hole with a 0.5-inch sand pack, and have a five-foot screen with the top of the screen set <br /> two feet above the water table. Several of the well hydrographs in the 29 April 2003 annual <br /> monitoring report show that the water table has fluctuated from two to three feet since June 1994. It <br /> is possible that the monitoring well could become dry if the bottom of the screen is set only three feet <br /> below the water table. Therefore, a ten-foot screen should be installed with the top of the screen set <br /> two feet above the water table, as proposed <br /> By 5 November 2003,please submit a revised work plan that addresses the above comments. If you <br /> have any questions,you may contact me at(916) 255-3077 or at djuthg@rb5s.swrcb.ca.gov. <br /> A� 4ZA <br /> GERALD J. DJUTH,P.E., C.E.G. <br /> Associate Engineering Geologist <br /> cc: Ms. Lori Duncan, San Joaquin County Environmental Health Services, Stockton <br /> Mr. Brendan Shine, HSI GeoTrans, Westminster, Colorado <br /> x <br />
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