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2900 - Site Mitigation Program
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PR0515030
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Last modified
9/3/2020 11:28:21 AM
Creation date
9/3/2020 11:19:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0515030
PE
2950
FACILITY_ID
FA0012018
FACILITY_NAME
QUALITY CLEANERS
STREET_NUMBER
3081
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
3081 N TRACY BLVD
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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2.0 SITE ASSESSMENT ACTIVITIES <br /> Mobilization for field assessment activities included: notification of Underground Services Alert <br /> (USA)regarding field operations at the Property;acquisition of a soil boring permit from the PHS- <br /> EHD; preparation of a site specific health and safety plan; and scheduling the field activities with <br /> the subcontractors and PHS-EHD regulators.A copy of the drilling permit is provided in Appendix <br /> A <br /> 2.1 SOIL AND GROUNDWATER SAMPLING <br /> On June 2, 1999 Ceres Associates drilled and sampled two soil borings at the Property. The soil <br /> borings were advanced by Vironex, Inc. using a direct-push drill rig and hand-advanced sampling <br /> equipment. <br /> 2.1.1 Sample Methodology <br /> Soil and groundwater samples were collected using Geoprobe® sampling equipment provided by <br /> Vironex,Inc.The Geoprobe®sampler utilizes direct push technology to collect soil and groundwater <br /> samples from specific subsurface depths without generating soil cuttings.The Geoprobe®sampling <br /> system employed during this investigation consisted of a two-foot long by 1.5-inch wide core barrel <br /> sampler which was used to discretely sample the soil borings.The core barrel sampler was lined with <br /> one 2-foot long acetate sample sleeve which was removed from the core barrel sampler for visual <br /> inspection after each sample interval was completed. Soil from the acetate sample sleeve was used <br /> for lithologic description and field screening purposes,as well as for containerizing the appropriate <br /> sample intervals for laboratory analysis. Once the selected sample interval was located, a 6-inch <br /> section of the sample tube was cut and separated from the remainder of the tube. The sample kept <br /> for laboratory analysis was sealed on both ends with Teflon®tape and plastic end caps,labeled with <br /> a unique identification number,placed in a Ziploc®plastic bag and stored in a chest cooled with ice <br /> for delivery to the laboratory. Soil not retained for chemical analysis was used for lithologic <br /> description and field screening purposes. <br /> Soil from each sample interval was field screened for the presence of volatile organic compounds <br /> (VOCs)using a Mini Rae photoionization detector(PID).Field screening was conducted by placing <br /> soil in a Ziploc®plastic bag and monitoring the atmosphere inside the bag with the PID.VOCs were <br /> not detected during field screening activities. <br /> "Grab"groundwater samples were collected by installing a temporary 3/4-inch diameter PVC well <br /> casing in each open borehole with groundwater being retrieved using polyethylene tubing equipped <br /> with a"check ball"fluid delivery system. "Grab"groundwater samples were placed in laboratory- <br /> provided 40 milliliter(mL),borosilicate glass vials equipped with Teflon®-lined septa.The sample <br /> containers were preserved with 0.5 mL of 18%hydrochloric acid(HCl) to reduce the potential for <br /> volatization or precipitation of chemicals of concern. The sample containers were then sealed and <br /> labeled, and placed in a chest cooled with ice for delivery to the laboratory. <br /> Q1Ceres Associates 3 Project CA518-2 <br /> WFB-CMO,Quality Cleaners,Tracy,CA June 8, 1999 <br />
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