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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0516772
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/1/2020 12:44:39 PM
Creation date
6/1/2020 12:23:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0516772
PE
2965
FACILITY_ID
FA0012793
FACILITY_NAME
MUSCO OLIVE LAND APP/TITLE 27
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
01
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2002-0148 - 10- <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> Well TOC Elev. Screen Depth TDS Cl Na NO3 as N <br /> ft. msl (ft. bgs) (mg/L) (mg/L) (=g L) (mg/L) <br /> W-2 (1985)(S) 261.93 20-50 740 107 265 5 <br /> MW-3(S) 308.75 9.5-19.5 2,900 476 780 0.9 <br /> MW-5(S) 292.05 25-45 2,200 605 580 ND <br /> MW-6(S) 329.39 40-55 2,600 830 780 16 <br /> MW-10(S) 259.68 11.5-21.5 2,600 1,300 800 22.5 <br /> MW-11(S) 273.68 35-40 2,000 645 625 15.9 <br /> MW-13(S) 372.00 10-25 2,950 1,450 790 41.5 <br /> MW-4(D) 333.72 234.5-249.5 1,200 151 340 3.6 <br /> MW-7(D) 266.00 154.5-169.5 2,350 485 540 5.9 <br /> MW-8(D) 288.56 208.5-228.5 1,300 200 285 9.6 <br /> MW-9(D) 291.83 126.5-141.5 Well was dry <br /> MW-12(D) 269.25 85-100 2,200 555 535 24 <br /> EC denotes electrical conductivity. TDS denotes total dissolved solids. CI denotes chloride. Na denotes sodium NO3 as N <br /> denotes nitrate as nitrogen. ND denotes not detected. Well MW-2(1985)is an existing well installed in 1985. Depth zone <br /> indicated in well name(S)indicates shallow,(D)indicates deep. <br /> 45. The depth to groundwater is highly variable across the site and in some areas exists in confined <br /> conditions. Two saturated zones have been identified to date: a shallow water table zone and a <br /> deeper confined zone. At this time it is unclear if shallow zones in the upland areas are <br /> hydraulically connected to water table zones in lowland areas. The possibility of existence of a <br /> water table zone in the northern areas of the site (where the confined zone is identified) has not <br /> been fully evaluated. Depth to groundwater vaned from 14 to 175 feet below ground surface. <br /> Land surface elevations vary from 259 to 443 feet above mean sea level. <br /> 46. Groundwater flow directions generally mimic the topography. Overall the flow direction is to the <br /> northeast, however, topographic variations can significantly change the local flow direction. <br /> 47. While the Discharger has shown that local groundwater is of generally poor quality, the on site <br /> monitoring wells show that the Discharger's activities may have impacted the underlying <br /> groundwater. The Groundwater Monitoring Well Installation Report identified the chemistry of <br /> the groundwater in the shallow and deep zones as distinctly different, with shallow zones tending <br /> to have higher concentrations of sodium, chloride, and total dissolved solids. <br /> 48. The RWD clearly shows that the Discharger intends to apply significantly more salt than will be <br /> taken up by the crops. In order to determine whether the Musco's proposed project is protective of <br /> the underlying groundwater, specific background groundwater values for various constituents must <br /> be determined. Other than supplying the above data, the Discharger has not proposed a method or <br /> rationale for calculating background concentrations. In the tentative WDRs, staff proposed <br /> background concentrations using monitoring wells MW-1 and MW-8. The Discharger has <br /> provided comments as to why the use of these two wells is inappropriate, and staff agree that <br /> further refinement of the site-specific groundwater quality is necessary. As described in the <br /> Information Sheet, staff have fully reviewed the above data sources, and have determined that <br />
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