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2900 - Site Mitigation Program
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PR0515581
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Last modified
2/21/2020 3:34:10 PM
Creation date
2/21/2020 1:25:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0515581
PE
2950
FACILITY_ID
FA0012231
FACILITY_NAME
MARINA TOWER
STREET_NUMBER
300
Direction
N
STREET_NAME
HARRISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
300 N HARRISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Mr. Jeff Wong TreadvvelUMIo <br /> 22 November 1999 <br /> Page 2 <br /> SCOPE OF WORK <br /> Our proposed scope of work includes reviewing past site use, previous investigation and <br /> remedial work in the area, and conducting a soil and groundwater investigation. The proposed <br /> soil and groundwater investigation is designed to assess whether hazardous materials are present <br /> in the site soil and/or groundwater resulting from current and past activities at the site and <br /> adjacent properties. Figures 2 illustrates the proposed soil boring locations for the site. The <br /> sampling locations have been selected to target historic operations that may have used hazardous <br /> materials, and to provide general site coverage. <br /> Sampling and Analyses <br /> Soil borings will be advanced using a Geoprobe direct push rig. Soil samples will be retained in <br /> stainless steel or acetate sleeves, covered with Teflon tape and plastic end caps. Groundwater <br /> samples will be collected in a pre-cleaned stainless, Teflon, or disposable polyethylene bailer, <br /> and decanted into the appropriate laboratory supplied containers. All samples will be retained in <br /> a cooler on ice and sent to a state certified laboratory using chain of custody procedures. <br /> Treadwell & Rollo proposes to advance 11 soil borings with a Geoprobe rig at the Marina Tower <br /> Parcel. Five borings will be 4-feet deep, four borings will be 8-feet deep, and two will be 25 to <br /> 30 feet deep. Soil samples will be collected continuously for logging purposes, and selected <br /> samples (approximately 2 per boring)will be submitted to an analytical laboratory for chemical <br /> analyses. Grab groundwater samples will be collected from the two deepest borings to help <br /> evaluate potential groundwater contamination. <br /> The borings will be backfilled with a neat cement bentonite slurry after the samples have been <br /> collected. All drilling and sampling equipment will be steam-cleaned prior to each use. The soil <br /> cuttings and decontamination rinsate will be contained in drums on site and disposed of under a <br /> separate scope of work once the analytical results are known. <br /> The exact number of samples to be analyzed for each particular analysis will depend on <br /> conditions encountered during drilling. Following is a proposed analytical program for the site. <br /> • Soil samples collected from each boring will be analyzed for total lead, and selected <br /> samples will also be analyzed for total cadmium, chromium, nickel and zinc. Depending <br /> upon the results, soluble analyses for metals may be recommended. <br /> • Selected samples will be analyzed for total petroleum hydrocarbons (TPH) as gasoline, <br /> diesel and motor oil by EPA Method 8015M, and benzene,toluene, ethyl benzene, and <br /> xylenes (BTEX)by EPA Method 8020. <br />
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