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DR MARTIN LUTHER KING JR
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2900 - Site Mitigation Program
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PR0542174
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WORK PLANS
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Last modified
2/3/2020 2:56:59 PM
Creation date
1/29/2020 10:42:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542174
PE
2950
FACILITY_ID
FA0024221
FACILITY_NAME
PAYLESS SHOES SOURCE
STREET_NUMBER
434
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
16715031
CURRENT_STATUS
01
SITE_LOCATION
434 DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
QC Status
Approved
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Work Plan for Phase II Subsurface Investigation <br /> 434 Dr.Martin Luther King Jr.Boulevard <br /> Stockton,California 95206 <br /> Partner Project Number 17-191672.3 <br /> August 22,2017 <br /> Page 13 <br /> Objective <br /> The main objectives of the project will be to identify the potential location of on-site USTs,former tankholds, <br /> and/or other associated features and to investigate the potential impact of petroleum hydrocarbons and <br /> fuel-related volatile organic compounds (VOCs) to soil and/or groundwater as a consequence of a release <br /> or releases from the historical on-site gasoline service stations. <br /> To investigate the identified REC, Partner will conduct a Phase II Subsurface Investigation.The investigation <br /> scope will include a geophysical survey and the advancement of five borings (B1 through B5) to facilitate <br /> the collection and analysis of soil and/or groundwater samples. <br /> If soil and/or groundwater impacts are observed/recorded, the investigation scope may not be sufficient to <br /> evaluate the extent and magnitude of subsurface impacts and additional laboratory analysis and/or <br /> sampling beyond the proposed scope may be required <br /> Scope <br /> Sampling procedures will generally conform to the requirements of the San Joaquin County Environmental <br /> Health Department(SJCEHD),the SWRCB, and the United States Environmental Protection Agency(EPA). A <br /> state-certified laboratory will analyze the samples and the project will be performed under the responsible <br /> charge of a qualified Partner representative. Laboratory results will be compared with San Francisco Bay <br /> Regional Water Quality Control Board (RWQCB) Environmental Screening Levels (ESLs). <br /> Partner will perform the following tasks for the Phase II Subsurface Investigation: <br /> • Perform a review of available regulatory agency files pertaining to the subject property; <br /> • Prepare a site-specific health and safety plan; <br /> • Notify Underground Service Alert(USA)a minimum of 48 hours prior to drilling activities to clear public <br /> utilities; <br /> • Secure the necessary drilling permit from the SJCEHD. Permit acquisition will involve submitting a <br /> completed application and site plan to the SJCEHD for review and approval and remitting the necessary <br /> fees.The turnaround time of the SJCEHD to issue the permit is expected to be no more than two weeks; <br /> • Notify the applicable regulatory agencies a minimum of 48 hours prior to drilling/backfilling activities; <br /> • Clear boreholes of utility lines through a geophysical survey. Boring placement will be modified as <br /> necessary based on the geophysical survey results to avoid damaging underground features. <br /> • Advance a total of five exterior borings in the vicinity of the former fuel USTs and/or associated features <br /> (based on data from the geophysical survey and/or historical records) to a terminal depth of 30 feet <br /> bgs or groundwater, whichever is shallower, collecting soil samples in five-foot intervals from five feet <br /> to the terminal depth and a grab groundwater sample at the terminal depth <br /> • Soil samples will be collected using a two-foot long by 1.5-inch diameter sampler with a two-foot long <br /> acetate liner and sampling point. The sampler will be advanced by a direct-push drill rig using four- <br /> foot long (three-foot long for the limited-access rig) by 1.25-inch diameter hollow rods with the inner <br /> rods in place. At approximately one foot above the desired sampling depth, an inner rod was removed <br /> and the sampler was advanced to the desired sampling depth to allow undisturbed soil to enter the <br /> sampling liner. The sampler will be retrieved from the subsurface and the soil-filled liner will be <br /> removed; <br /> PARTNER <br />
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