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2900 - Site Mitigation Program
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PR0542365
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Last modified
6/1/2021 5:13:46 PM
Creation date
6/1/2021 4:25:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542365
PE
2960
FACILITY_ID
FA0024341
FACILITY_NAME
FORMER QUICK-N-SAVE #2
STREET_NUMBER
2057
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16515309
CURRENT_STATUS
01
SITE_LOCATION
2057 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Mr. Alan Buehler, P.G., RWQCB <br />May 18, 2018 <br />Work Plan for Additional Site Investigation Project No. 2092-2057-01 <br />2057 South El Dorado Street, Stockton, CA <br />Page 4 <br />Collect soil samples from boring CPT-8. <br />The proposed scope of work has been subdivided into four tasks, as outlined below. <br />Details are provided for the activities associated with each task. All work will be <br />conducted under the direct supervision of a State of California Registered Geologist or <br />Civil Engineer and will be conducted in accordance with standards established by <br />December 2015 LUFT Manual and SJCEHD guidelines. <br />Task 1: Pre-Field Activities <br />Following approval of this document by the RWQCB, the following activities will be <br />completed: <br />Obtain right-of-entry agreements, as necessary, to enable advancement of borings <br />CPT-5 through CPT-8. <br />Obtain drilling permit(s) from SJCEHD, <br />Retain and schedule a licensed C-57 drilling contractor, <br />Update the Health and Safety Plan for the Site, <br />Mark drilling locations and contact Underground Service Alert (USA) to locate <br />underground utilities in the vicinity of the work site, and <br />Notify the RWQCB, SJCEHD, USA, and the affected property owners of the <br />scheduled field activities. <br />Task 2: Field Activities <br />Task 2A: CPT Soil Borings and Groundwater Sampling <br />Stratus will oversee a California licensed drilling contractor advance borings CPT-5 <br />through CPT-8 to an approximate depth of 120 feet bgs. The proposed locations of the <br />borings are shown on Figure 3. The actual locations of the borings will be based on <br />accessibility and the location of underground utilities, as determined by the geologist in <br />the field. CPT consists of advancing a cone-tipped cylindrical probe (1.7 inches in <br />diameter) into the ground while simultaneously measuring the resulting resistance to <br />penetration. A computer generated CPT log is plotted in the field, providing a continuous <br />log of Site lithology. The CPT log will be uploaded to the State Water Resources Control <br />Board's GeoTracker website. Upon completion of CPT profiling, the boreholes will be <br />pressure grouted from the bottom of the borehole up to surface grade. <br />Following the CPT work, groundwater samples will be collected from separate borings, <br />located approximately 2 feet from the initial CPT-5 through CPT-8 borings. A minimum <br />of five groundwater samples will be collected adjacent to CPT-5 through CPT-8. <br />KAQuick N Save #2 \Work Plans\Q-N-S#2-WP-2018.doc STRATUS
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