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2900 - Site Mitigation Program
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PR0521554
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COMPLIANCE INFO
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Last modified
5/18/2020 3:40:56 PM
Creation date
5/18/2020 3:19:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0521554
PE
2950
FACILITY_ID
FA0014640
FACILITY_NAME
GEORGE BOGETTI
STREET_NUMBER
2500
Direction
E
STREET_NAME
HWY 132
City
TRACY
Zip
95376
APN
25526013
CURRENT_STATUS
01
SITE_LOCATION
2500 E HWY 132
QC Status
Approved
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EHD - Public
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the subsurface materials. The EM-61 measures the induced radio frequency (RF) of the anomaly. <br /> Often, buried electrical and telephone utilities radiate their own electromagnetic field and can be <br /> readily detected using the RF receiver without inducing a current. By detecting the maximum signal <br /> strength at several locations, the surface trace of an underground utility can be determined. The EM-61 <br /> equipment is used to induce an RF signal in conductive objects buried to depths as great as 4.6 in (15 <br /> feet)bgs. <br /> 4.3 Soil Borings <br /> Caltrans designated the locations for surface sample collection and specified the sampling protocols. The <br /> direct-push and hand-auger soil boring locations were selected by Caltrans following the completion of <br /> the visual, GPR and EM surveys. The approximate soil boring locations are shown on Figure 2. <br /> 4.3.1 Soil Sampling Procedures <br /> Soil borings DPI through DP8 were advanced to a maximum exploration depth of 3.66 in (12 feet)bgs <br /> utilizing a truck mounted Geoprobe direct-push rig. Soil samples were collected from the borings <br /> utilizing a hydraulically driven soil sampler, equipped with acetate liners. Hand-auger boring HAI was <br /> advanced to a depth of 1.07 in (3.5 feet). Soil samples were collected from the hand-auger boring using <br /> a sliding hammer equipped with stainless steel sample tubes. After collection, the soil sample tubes <br /> were sealed with plastic end caps and silicon tape; labeled; and stored in a cooler chilled with ice <br /> pending delivery to the laboratory following standard chain-of-custody protocol for chemical analyses. <br /> 4.4 Laboratory Analyses <br /> Twenty-seven soil samples were submitted to Creek Environmental Laboratories for the following <br /> analyses under standard ten-day turn-around time: <br /> • Total petroleum hydrocarbons as diesel (TPHd) and motor oil (TPHmo) by Environmental <br /> Protection Agency(EPA)Test Method 8015 Modified. <br /> • Soil pH by EPA Test Method 9045 (two soil samples). <br /> • Four soil samples were analyzed for Title 22 metals by elements scan using ICAP EPA Test <br /> Method 6010 for Total Threshold Limit Concentration (TTLC) metals. The Waste Extraction Test <br /> (WET) sample preparation method was performed on three samples which exceeded ten times the <br /> soluble threshold limit concentration (STLC) for chromium followed by analysis using EPA Test <br /> Method 7000. <br /> Title 22 metals include antimony, arsenic, barium, beryllium, cadmium, chromium, cobalt, copper, <br /> lead, mercury, molybdenum,nickel, selenium, silver, thallium, vanadium, and zinc. <br /> One equipment blank was obtained by pouring deionized water over the sampling device and into a <br /> laboratory container. The equipment blank was analyzed for TPHd and TPHmo as a means for <br /> monitoring the efficacy of the decontamination procedures. <br /> Project No S8475-06-70 -6- July 9,2003 <br />
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