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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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Mr. Alan Buehler, P.G., RWQCB 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 5 <br />Sampling depths will be determined at the time of the investigation and will <br />preferentially target coarser-grained saturated strata, but also take into account sampling <br />depths at borings CPT-1 through CPT-4. At boring CPT-8, Stratus will collect soil <br />samples from approximately 15, 23, 31, and 39 feet bgs, from the area north of the UST <br />at 2070 South El Dorado Street. <br />HydropunchTm sampling equipment will be used to collect the groundwater samples at <br />the desired depth intervals. The HydropunchTm sampler will be pushed to the bottom of <br />the sampling interval using 2-inch diameter steel rods. The steel rods are then <br />subsequently retracted approximately four feet, exposing the screen, allowing for the <br />collection of depth-discrete groundwater samples. The groundwater samples will be <br />collected using a clean bailer, transferred to laboratory-supplied glass vials, properly <br />labeled, and placed in an ice-chilled cooler. Soil samples will be collected with a piston <br />sampler equipped with two stainless steel sleeves. The bottommost intact sleeve of soil <br />will be capped, labeled, and stored in an ice-chilled cooler. The samples will be <br />transported under strict chain-of-custody protocol to a California-certified analytical <br />laboratory for analysis. Upon completion of groundwater sampling, the respective <br />boreholes will be pressure grouted from the bottom of the borehole up to surface grade. <br />Task 2C: Waste Management <br />Soil and wastewater generated during the activities will be placed in DOT approved <br />55-gallon drums and temporarily stored onsite. A composite sample will be collected <br />from the soil cuttings and will be analyzed to determine an appropriate disposal method. <br />A licensed contractor will dispose of the soil and wastewater at an appropriate facility. <br />Task 3: Laboratory Analysis <br />Soil and groundwater samples will be forwarded to a state-certified laboratory for <br />chemical analysis. The samples will be analyzed for GRO using USEPA Method <br />8015/8260, and for BTEX, 1,2-DCA, MTBE, TBA, DIPE, TAME, and ethyl tertiary <br />butyl ether (ETBE) using USEPA Method 8260. Analytical data will be uploaded to the <br />GeoTracker website. <br />Task 4: Site Assessment Report <br />Following completion of the field activities, a report will be prepared, documenting the <br />implemented work. The report will include, at a minimum, a scaled site plan, tabulated <br />soil and groundwater analytical results, certified analytical reports, CPT logs and related <br />information, confirmation of Geotracker data uploads, and an in-depth evaluation of the <br />data and a discussion of findings. <br />KAQuick N Save #2 \Work Plans \Q-N-S#2-WP-2018.doc <br /> STRATUS
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