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2900 - Site Mitigation Program
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PR0542041
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Last modified
6/1/2021 12:42:49 PM
Creation date
6/1/2021 12:38:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542041
PE
2950
FACILITY_ID
FA0024136
FACILITY_NAME
A-1 SAW AND MOTOR INC
STREET_NUMBER
54
Direction
N
STREET_NAME
CLUFF
STREET_TYPE
AVE
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
54 N CLUFF AVE
P_LOCATION
02
QC Status
Approved
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SJGOV\dsedra
Tags
EHD - Public
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Work Plan for Phase II Subsurface Investigation <br />54 North Cluff Avenue <br />Lodi, California 95240 <br />Partner Project Number 17-189718.1 <br />June 22, 2017 <br />Page I 2 <br />Objective <br />The main objective of the project will be to investigate the potential impact of petroleum hydrocarbons and <br />volatile organic compounds (VOCs) to soil as a consequence of a release or releases from the historical on- <br />site operations. <br />To investigate the identified features, Partner will conduct a Phase II Subsurface Investigation. The <br />investigation scope will include the advancement of six borings (B1 through B6) to facilitate the collection <br />and analysis of soil samples. Refer to the attached site plan for proposed boring locations. <br />If soil impacts are observed/recorded, the investigation scope may not be sufficient to evaluate the extent <br />and magnitude of subsurface impacts and additional laboratory analysis and/or sampling beyond the <br />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 />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 six borings throughout the subject property (with a bias towards areas of potential <br />releases) to a terminal depth of 15 feet bgs, collecting soil samples at two feet bgs and in five-foot <br />intervals from five feet bgs to the terminal depth. The borings will be advanced in the vicinity of the <br />hazardous materials storage, diversion drain, two oil/water separators, and shop sink; <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 />Each acetate liner will be cut using a hacksaw or pipe-cutter. The liner will be capped on either end <br />with Teflon tape and plastic caps. The capped liners will be labeled for identification and stored in an <br />iced cooler. The soil in the liner will be visually inspected for discoloration, monitored for odors, <br />PARTNER
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