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SR0082876 (4)
Environmental Health - Public
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4300 - Water Well Program
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SR0082876 (4)
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Last modified
10/19/2022 2:50:59 PM
Creation date
10/19/2022 2:06:02 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0082876
PE
2903
FACILITY_ID
FA0026235
FACILITY_NAME
RAISING CANES RESTAURANTS LLC
STREET_NUMBER
4707
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816004
ENTERED_DATE
11/12/2020 12:00:00 AM
SITE_LOCATION
4707 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Tri Regional Recommendation Page 5 of 24 <br /> Appendix A <br /> • Completing a Quality Assurance/Quality Quality Assurance/Quality Control plan in- <br /> Control plan including chain-of-custody cluding chain-of-custody procedures for <br /> procedures for field sampling and analysis. field sampling and analysis. <br /> Specific to the groundwater investigation,the 3.2 Preliminary Investigation and Evaluation Re- <br /> workplan is to include the following: port(PIER) - &2654, §2723 <br /> • A proposal to complete a sensitive receptor The soil and groundwater data collected from im- <br /> survey to show water supply wells and sur- plementing the Site Investigation Workplan is to be <br /> face water bodies within 2,000 feet of the presented in the PIER and used to create the Site <br /> site. With field observation and verification Conceptual Model. Information developed for this <br /> of any wells within 500 feet of the leaking report will be used to determine what additional <br /> underground storage tank site and attempt- work is needed at the site. The PIER is to contain: <br /> ing to obtain depth of annular seal for those <br /> wells. Summarized background information devel- <br /> oped from the Site Investigation Workplan <br /> • A rationale for installing monitoring wells and results of the completed sensitive recep- <br /> including well location,total depths, screen for survey. <br /> intervals, and annular seal depth. <br /> • The area of investigation is to be accurately <br /> • A construction diagram for any proposed delineated on maps and cross sections to <br /> monitoring wells including the well diame- scale to depict the lateral and vertical extent <br /> ter, casing and screen type, annular sealing of impacted soil and groundwater identified <br /> method and depth. to date. <br /> • The drilling method to be implemented and Cross sections must include stratigraphy <br /> decontamination procedures used between based upon boreholes,trenches,monitoring <br /> borings. wells, or any other supporting information, <br /> and must show analytical results and con- <br /> The method of well development, and the struction details for all monitoring wells to <br /> criteria for selecting the proposed method. demonstrate the degree of impact to ground- <br /> water and site soils. <br /> • Disposal plans for soil and purge water. <br /> • Tables summarizing analytical data and <br /> • Plans for completing a location survey of the methodologies used to collect and analyze <br /> installed monitoring wells. the samples. <br /> • Free product measurement method. • Depth to groundwater,and calculated <br /> groundwater elevation. <br /> • Water level measurement procedure. <br /> • Groundwater quality contoured on a site <br /> • Well purging procedure. map for each groundwater unit investigated. <br /> • Sample collection procedures. • A graphical and narrative site conceptual <br /> model(SCM) showing the extent of known <br /> • Analytical methods to be used and appropri- soil contamination and groundwater degra- <br /> ate detection limits. (Analytical laboratories dation relative to the leaking UST system <br /> are to report all peaks identified from the and potential receptors. The SCM should be <br /> soil and groundwater testing, and provide updated as characterization data becomes <br /> chromatograms as necessary). available, and used to make determinations <br /> for future investigations. <br />
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