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2900 - Site Mitigation Program
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PR0545610
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Last modified
5/7/2020 12:41:13 PM
Creation date
5/7/2020 12:27:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545610
PE
2952
FACILITY_ID
FA0003920
FACILITY_NAME
JKC TRUCKING INC
STREET_NUMBER
3400
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3400 NEWTON RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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21 January 2004 <br /> AGE-NC Project No. 95-0135 <br /> Page 5 of 7 <br /> The SHSP will include: <br /> • Field activities, standard operating procedures (SOP); personnel requirements, potential <br /> hazardous substances, personnel w/ responsibilities, chemical, physical hazards, confined <br /> spaces and climatic. The risks arising from the work being performed: impact to workers, <br /> community and the environment;Exposure monitoring plan;personal protective equipment <br /> and engineering controls; Site controls including work zones and security measures/ <br /> decontamination procedures. <br /> • Overall work practices;with sanitation facilities/plans.Emergency response plan addressing <br /> hazardous material/waste releases; personnel training requirements; personnel medical <br /> surveillance program/record keeping. Requirements that all field personnel will be trained <br /> in hazardous materials communication and will have completed a 40-hour Health and Safety <br /> Course as specified in OSHA Hazardous Waste Operations and Emergency Response <br /> Standard [29 CFR 1910.120(e)], and 8-hour annual refresher courses as necessary. <br /> • Prior to digging activities, each proposed digging location will be clearly marked and an <br /> utility clearance obtained through Underground Service Alert. <br /> 3.2. CPT DRILLING AND SAMPLE COLLECTION <br /> AGE proposes to advance one paired CPT soil boring at the site as part of site assessment activities. <br /> The proposed CPT soil boring location is illustrated in Figure 2. The CPT boring will be advanced <br /> to characterize lithology, model potential contaminant migration pathways and assess the vertical <br /> extent of MTBE-impacted ground water. Based on the distribution of MTBE encountered to date <br /> during the ongoing investigation, AGE proposes to advance the CPT soil boring ten feet down <br /> gradient from MW-1 (see Figure 2). <br /> The first boring at the location will be a cone penetrometer (CPT) bore; the CPT will acquire a <br /> continuous lithologic record to define the hydrologic units. A second boring subsequently will be <br /> advanced immediately adjacent to the first bore to grab ground water samples in targeted zones based <br /> on interpreted lithologic data and assessment needs.The borings will be advanced to approximately <br /> 100 feet bsg, or until grab ground water samples no longer demonstrate hydrocarbon impact; total <br /> depths of borings may vary according to hydrogeologic conditions encountered during drilling <br /> activities. <br /> Ground water will be analyzed by a California Department of Health Services (DHS)-certified <br /> laboratory for: <br /> Advanced GeoEnvironmental,Inc. <br />
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