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2900 - Site Mitigation Program
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PR0539578
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Last modified
2/8/2019 4:31:36 PM
Creation date
2/8/2019 4:26:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0539578
PE
2960
FACILITY_ID
FA0022650
FACILITY_NAME
SPINGOLO TRUCKING
STREET_NUMBER
1011
Direction
N
STREET_NAME
BROADWAY
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
14324013
CURRENT_STATUS
01
SITE_LOCATION
1011 N BROADWAY AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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y � � <br /> 08 December 2005 <br /> AGE-NC Project No. 01-0828 <br /> Page 6 of 9 <br /> 3.5. PREPARATION OF REPORT OF FINDINGS <br /> Following each ground water monitoring event, a quarterly report will be prepared presenting the <br /> findings. Each report will include a description of work performed and the results of the ground <br /> ` water sampling and analysis. Laboratory reports for ground water analysis, testing methods, <br /> laboratory QA/QC reports, and sample chain of custody documentation will be presented in the <br /> quarterly report. Conclusions and recommendations will also be included, if applicable. The report <br /> will be in a format acceptable to the CVRWQCB, and will be reviewed and signed by a California <br /> Professional Geologist. <br /> L <br /> 4.0. FIELD PROCEDURES <br /> +... All field procedures will be overseen by an AGE representative under the supervision of a California <br /> Professional Geologist. Procedures for the well installation, development, and sampling are <br /> described below. <br /> v <br /> 4.1. PILOT SOIL BORING <br /> Utilizing a CME-75HT truck-mounted, hollow-stem drill rig equipped with 8.25-inch diameter <br /> hollow-stem augers, the pilot soil borings will be advanced to a depth of 65 feet bsg. Relatively <br /> `' undisturbed soil samples will be collected from each soil boring at 5-foot intervals using a California <br /> modified split-spoon sampler fitted with 2-inch diameter,6-inch long brass sleeves. Upon removal <br /> from the sampler,the sample sleeves will be separated with a knife.The exposed ends of the middle <br /> ` sleeve will be covered with Teflon sheets,capped,and sealed with tape.Soils sampled in the borings <br /> will be visually classified by an AGE geologist in accordance with the Unified Soil Classification <br /> 6w System(USCS).Additionally,soil samples will be field screened for the presence of volatile organic <br /> compounds using an organic vapor meter(OVM),equipped with a photo-ionization detector(PID). <br /> Soil sample descriptions and OVM readings will be recorded on a log for each boring. <br /> 6w <br /> Following sample collection,each preserved sample sleeve will be labeled with the boring location, <br /> depth,time,date,and sampler's initials.Appropriately sealed and labeled samples will be placed in <br /> a chilled container and transported under chain of custody to a DHS-certified laboratory for analysis <br /> for the constituents listed in Section 3.2. <br /> v <br /> 4.2. WELL COMPLETION AND WELL ELEVATION SURVEY <br /> The pilot borings will be completed as ground water monitoring wells utilizing 2-inch diameter, <br /> Advanced GcoEnvironmental,Inc. <br />
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