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2900 - Site Mitigation Program
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PR0508343
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/2/2018 1:27:56 AM
Creation date
11/1/2018 4:29:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0508343
PE
2960
FACILITY_ID
FA0008041
FACILITY_NAME
JOHN TAYLOR - STOCKTON
STREET_NUMBER
1819
Direction
S
STREET_NAME
ARGONAUT
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16320008
CURRENT_STATUS
01
SITE_LOCATION
1819 S ARGONAUT ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Mr. Eric Jenks • - 2 - • 13 March JJ00 <br />The laboratory reported that some of the samples analyzed for diesel components showed an unidentified <br />non -diesel hydrocarbon that eluted in the diesel range. JTF should fingerprint one of these samples to <br />identify this compound. You may either obtain a new groundwater sample from the monitoring wells <br />proposed near the east end of the former liquid tank farm, or you may fingerprint one of the previous <br />samples that showed this non -diesel constituent that are stored at the analytical laboratory. <br />Grab groundwater samples obtained near the concrete drainage swale identify ammonia, nitrate, <br />1,2-dichloropropane, and 1,2,3-trichloropropane at concentrations above initial screening levels. There <br />is a storm drain downslope from the drainage swale. Most municipalities separate the storm drainage <br />system from the sanitary sewer system. In these instances, storm drainage is routed to a ditch, drainage <br />canal, creek or other untreated discharge point. Please investigate the discharge point(s) of the storm <br />drain system at the site and report the findings in the monitoring well installation report. If the system is <br />not connected to the sanitary sewer network, soil and water samples will be required from the discharge <br />point. <br />GeoSyntec used drinking water standards as the screening tool to gauge the relative impact a detected <br />compound has on water quality. While this is a reasonable method to gauge health impacts to humans <br />via drinking water, the California Water Code mandates that all beneficial uses of water be protected. At <br />the JTF site in Stockton, beneficial uses of water include municipal, domestic and industrial water <br />supply and protection of freshwater replenishment sources. The specific water quality standards that <br />provide for this protection are identified in A Compilation of Water Quality Goals, published by the <br />Central Valley Regional Water Quality Control Board. Many of these goals are lower than the drinking <br />water standards, since small aquatic life cannot safely absorb the quantities of pollutants that the human <br />body can. The State Water Resources Control Board recognizes that the quality of waters should be <br />preserved, particularly when constituent concentrations in unpolluted water are lower than the water <br />quality objectives. This is described in the Antidegradation Policy, Statement of Policy With Respect to <br />Maintaining High Quality of Waters in California (Resolution 68-16). The corollary to the <br />antidegradation policy Policies and Procedures for Investigation and Cleanup and Abatement of <br />Discharges Under Water Code Section 13304 (Resolution 92-49) states that the Antidegradation Policy <br />applies to cleanup of contaminated sites, and that the background pollutant concentrations are the <br />primary cleanup goal. <br />Several pollutants identified in the grab groundwater investigation at the JTF Stockton site are below <br />drinking water standards, but greater than water quality goals and are therefore pollutants of concern <br />here. These include chlorpyrifos, atrazine, diuron, and dacthal, in addition to 1,2,3 -TCP, 1,2-DCP, <br />MTBE, bentazon and benzene identified above the screening level by GeoSyntec. <br />Monitoring Well Work Plan <br />The work plan portion of the report proposes five shallow groundwater wells bounding the identified <br />source areas on three sides. As Ms. Carolyn Kneiblher and I discussed during our 29 February 2000 <br />telephone conversation, it is not yet clear which direction groundwater flows, and an upgradient- <br />monitoring well may be required once the direction is established. The proposed wells are positioned to <br />provide constituent information from at least three of the identified source areas regardless of <br />groundwater direction. <br />
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