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2900 - Site Mitigation Program
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PR0541344
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Last modified
12/13/2019 12:30:38 PM
Creation date
12/13/2019 11:05:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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N <br /> 04 February 2000 <br /> AGE-NC Project No. 95-0167 <br /> Page 3 of 8 <br /> 33 , MONITORING WELL INSTALLATION <br /> 3 .3 . 1 . Soil Sampling Collection and Analysis <br /> Two soil borings will be advanced utilizing a truck mounted, hollow stem drill rig and 8 .25-inch <br /> hollow-stem augers (conventional auger drilling) as pilot borings for collection of soil samples and <br /> the installation of ground water monitoring wells. The purpose of the monitoring wells are to : <br /> • Assess the lateral petroleum hydrocarbon impacts to ground water off site. <br /> As shown on Figure 2 ground water monitoring wells are proposed to be located approximately <br /> within side walk of adjacent street. Upon installation, each monitoring well will be given a <br /> designation. <br /> Soil samples will be collected from each monitoring well pilot boring at five-foot intervals from five- <br /> feet bsg to the total depth of the boring. Field procedures for advancement of soil borings and <br /> collection of soil samples are presented in Section 4.2. 1 . A total of up to 6 soil samples, a minimum <br /> of three samples from each soil boring, will be submitted for laboratory analysis. Selected soil <br /> i <br /> samples will be analyzed by DHS-certified laboratory for the analytes noted in section 3 .2 . above. <br /> Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> c findings and recommendations. <br /> 3 . 3 .2, Monitoring Well Installation and Development <br /> Initially AGE proposes to install single screened ground water monitoring wells. These wells will <br /> i consist of a 15-foot screen section with five feet of screen extending above the current water table. <br />'I Following well installation, the well will be developed in order to maximize water flow into the well <br /> and minimize the amount of fine-grained sediment drawn into the well during pumping and <br /> c sampling. Procedures for well installation and development are presented in Section 4.2.2. <br /> 3 .3 .3 . Ground Water Sampling Collection and Analysis <br /> Following the installation of the monitoring wells, ground water monitoring and sampling activities <br /> will be conducted for all the monitoring wells on a quarterly basis for a minimum of one year (four <br /> sampling events). Additionally, monitoring activities will include recording depth to ground water <br /> measurements and collection of ground water samples. Ground water sample collection procedures <br /> are described in Section 4.3 . Ground water samples will be analyzed by a DHS-certified laboratory <br />
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