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2900 - Site Mitigation Program
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PR0543833
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Last modified
6/11/2021 4:49:59 PM
Creation date
6/11/2021 3:19:38 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0543833
PE
2960
FACILITY_ID
FA0024925
FACILITY_NAME
DIAMOND FOODS
STREET_NUMBER
1050
Direction
S
STREET_NAME
DIAMOND
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
155320190
CURRENT_STATUS
01
SITE_LOCATION
1050 S DIAMOND ST
P_LOCATION
01
QC Status
Approved
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April 30, 2018 <br />Page 9 <br />Pilot Study Workplan <br />Diamond Foods Inc. <br />4.0 PROPOSED SCOPE OF WORK <br />To evaluate the effectiveness of calcium polysulfide at reducing hexavalent chromium site, ATC <br />proposes to conduct additional testing in which a calcium polysulfide solution would be injected into <br />temporary soil borings. <br /> <br />4.1 PLANNING AND PERMITTING <br />Upon approval of the work plan by the RWQCB, ATC will obtain the necessary permits from the San <br />Joaquin County Environmental Health Department (SJCEHD) for advancement of the proposed <br />borings. ATC assumes the scope of work can be performed under the existing NOI and MRP. <br />The Site Specific Health and Safety Plan will be updated to include activities proposed in the work plan. <br />ATC will schedule and supervise a private utility locator to locate underground lines in the area of the <br />proposed drilling. In addition, ATC personnel will conduct a site walk and mark the surface of the site <br />for Underground Services Alert (USA). As required, USA will be contacted at least 48 hours prior to <br />initiating drilling activities to allow time for utility companies to identify underground lines, pipes, or <br />cables that may be affected by the drilling activities. ATC will schedule field personnel, procure <br />injection solution, and perform any other necessary field preparation and job start-up activities. <br /> <br />4.2 SOIL BORING ADVANCEMENT AND INJECTION ACTIVITIES <br />ATC will supervise the advancement of eight soil borings by a C-57 licensed drilling company. ATC <br />proposes to advance four borings near the nested observation wells and four borings near monitoring <br />well MW-5. The proposed boring locations are shown on Figure 3. <br />The borings will be advanced utilizing a truck-mounted Geoprobe® narrow diameter drilling rig <br />employing direct push technology. Soil samples will not be collected from the borings. ATC will <br />arrange for a tank truck with 4,700 gallons of a 29% calcium polysulfide solution to be delivered at the <br />site. The solution will be diluted with additional clean water to approximately 10% calcium polysulfide <br />and then injected directly into the water formation at each point through a temporary screen. In six of <br />the borings, temporary screens will be set at depths from approximately 40 to 55 feet below ground <br />surface. In two of the borings adjacent to the observation wells, the temporary screens will be set at <br />depths from approximately 55 to 75 feet below ground surface. The depth may be adjusted slightly <br />depending on the actual depth to water at the time of injection. The injection will occur simultaneously <br />at 2 or 4 points at a rate of 5-10 gallons per minute. The depth to water and pH will be monitored in the <br />nearby wells during injection activities. The borings will be grouted to the surface following completion <br />of injection. <br /> <br />4.3 POST-INJECTION MONITORING <br />ATC proposes to conduct three post-injection monitoring events at intervals of one, three and six <br />months following injection. These monitoring events are intended to establish an effective treatment <br />area of influence and to determine if a rebound in hexavalent chromium concentrations occurs. In each <br />monitoring event groundwater samples will be collected from the observation wells and monitoring wells <br />using the low-flow sampling methods. Groundwater samples will be analyzed in accordance with the <br />requirements of M RP R5-2015-0012-003.
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