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EL DORADO
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2900 - Site Mitigation Program
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PR0542208
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Entry Properties
Last modified
3/13/2026 11:24:49 AM
Creation date
7/24/2019 4:30:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542208
PE
2960 - RWQCB LEAD AGENCY CLEAN UP SITE
FACILITY_ID
FA0024243
FACILITY_NAME
CALIFORNIA TANK LINES
STREET_NUMBER
3105
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512028
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
3105 S EL DORADO ST STOCKTON 95206
Tags
EHD - Public
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I� <br /> I Updated Human Health Risk Assessment <br /> Natural Attenuation Analysis and Additional Site Investigation Work Plan <br /> California Tank Lines, Inc. since 1954 <br /> �I 3105 South El Dorado Street, Stockton, California <br /> The updated HHRA will include an evaluation of the following potential exposure pathways. <br /> • On-Site ingestion of surface soil; C <br /> • On-Site dermal contact with surface soil; <br /> • Off-Site ingestion of groundwater; vj�' J ti <br /> • Off-Site dermal contact with groundwater: and <br /> • On-Site inhalation of indoor air. <br /> An adult worker and child resident will be selected as potential receptors. A cumulative <br /> carcinogenic risk will be calculated for each receptor to account for potential risks from all <br /> potential exposure pathways. In the similar manner, a cumulative hazard quotient will be <br /> r calculated for each receptor. <br /> The HHRA will be updated in conformance with the June 16, 2009 Interim Guidance, <br /> Evaluating Human Health Risks from Total Petroleum Hydrocarbons (TPH), Human and <br /> f Ecological Risk Division, California Department of Toxic Substances Control. <br /> 2.3 Natural Attenuation Assessment <br /> Taber Consultants will prepare an assessment of the potential for natural attenuation to <br /> effectively degrade impacted ground water in the vicinity of MW-4. This assessment will use <br /> soil and groundwater analytical results from samples secured in the CPT study in September <br /> 2008. <br /> re- rrY r,; <br /> 2.4 Soil Borings p • ,1 �[^ . "� <br /> Taber Consultants propose to advance two (2) Geoprobea borings to an approximate ' n 0 "za e <br /> depth of 50-feet bgs, in the locations shown on Figure 3. Borings will be advanced to the north <br /> and south of monitoring well MW-4 to further delineate the extent of groundwater impacts in 7 a�J <br /> these areas. ° ` jO/b .., <br /> To provide a preliminary indication of petroleum hydrocarbons in the borings, a portable <br /> photo-ionization detector (PID) will be used to monitor for the presence of organic vapors in drill <br /> cuttings collected from the boring at five-foot intervals. This field screening method will consist <br /> of filling a sealable plastic bag to about one-third capacity with soil and sealing the container. <br /> After allowing sufficient time for the soil vapor to equilibrate with the container's headspace, the <br /> bag will be slightly opened or pierced to allow for the insertion of the PID probe. The <br /> concentrations of organic vapors detected by the PID will be recorded on the boring log. Field <br /> screening will also include documenting visual indications for the presence of petroleum <br /> hydrocarbon impacts, such as staining, discoloration, and/or chemical sheens. Soil lithology will <br /> be logged using the Unified Soils Classification System (USCS) method. <br /> 3 Taber Project No. 051087 <br /> I <br /> i <br />
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