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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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ORDER NO.R5-2002-0148 11 - <br /> INFORMATION SHEET <br /> MUSCO FAMILY OLIVE COMPANY AND THE STUDLEY COMPANY <br /> WASTEWATER TREATMENT AND LAND DISPOSAL FACILITY <br /> SAN JOAQUIN COUNTY <br /> • Kleinfelder recommends use of off-site wells to establish background groundwater quality. Some <br /> data on off-site wells was presented in the RWD and is presented in the Tentative WDRs. The use <br /> of the wells is questionable because screened (perforated) intervals are unknown in most cases, the <br /> wells are not in close proximity to the facility (over 9,000 feet in one case, and the closest being <br /> approximately 800 feet), no information on the potential for any of the wells to have been <br /> individually contaminated is available, and the data quality for the little data that is available is <br /> unknown. <br /> • Staff do not agree with the unsubstantiated assumption that off-site wells are screened in shallow <br /> aquifers. There is nothing to base this assumption on, and in fact there is reason to consider it in <br /> error. Agricultural and industrial wells are rarely screened only in shallow zones because a reliable <br /> water source is important to their business operation. Fluctuating groundwater elevations and/or <br /> drawdown in pumping wells could dewater wells and stop irrigation or business operations if wells <br /> were of limited depth. <br /> • Kleinfelder implies that the onsite geology is heterogeneous and that more interpretation is necessary <br /> to fully understand the geology and the resulting placement of the monitoring wells. Staff agree. <br /> However, Kleinfelder does not address the fact that the geology in the surrounding area is also <br /> assumed to be heterogeneous, so that the use of wells from a large area around the facility is not <br /> appropriate because they are not expected to accurately describe the site conditions. <br /> Alternative No. 5 —Use of the Discharger's On-Site Production Well <br /> Staff's review of the hydrogeology reports revealed that the site conditions are not adequately <br /> characterized and understood to establish a final background groundwater quality value. Additional <br /> subsurface investigation and groundwater monitoring is required to better understand the site conditions. <br /> After reviewing the alternatives for determining a background groundwater quality value, staff <br /> determined use of the on-site production well was the best interim measure of groundwater quality that <br /> is in use at the site. This well is screened from 50 to 607 feet below ground surface, so the analytical <br /> data is a composite of the concentrations in the shallow and deeper aquifers. In addition, five sampling <br /> events were conducted at this well, leading to better statistical confidence. <br /> Staff used the same method to calculate the background values as described in Alternative No. 3. The <br /> average of the five monitoring events was calculated, and two standard deviations were added, in a <br /> method consistent with CCR Title 27 Section 20415. Staff recognize this method of calculating the <br /> background groundwater quality is not the optimum method but based on the information and data <br /> available, believe it is appropriate for an interim concentration limit. The background groundwater <br /> quality, and resulting effluent limits, are: TDS 2,047 mg/L, chloride 601 mg/L, and sodium 597 mg/L. <br /> Additional Hvdrogeologic Investigations <br /> The Discharger proposed additional investigations to better characterize the site and regional <br /> hydrogeology. The investigations are described in the 7 August 2002 Revised Background Water <br /> Quality Preliminary Evaluation Report,prepared by Kleinfelder. While the proposed studies may <br /> provide information on the regional groundwater quality, staff believe that additional studies should be <br /> focused on the Discharger's facility. Investigations of groundwater conditions in the region may not be <br />
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