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2900 - Site Mitigation Program
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PR0505598
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Last modified
7/1/2020 10:25:12 AM
Creation date
7/1/2020 9:43:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505598
PE
2950
FACILITY_ID
FA0006889
FACILITY_NAME
AMERICAN SAVINGS & LOAN
STREET_NUMBER
150
Direction
W
STREET_NAME
TENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23505402
CURRENT_STATUS
01
SITE_LOCATION
150 W TENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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CRC Environmental Risk Management, Inc. <br /> May 9, 1995 <br /> Page 2 <br /> METHODOLOGY <br /> NORCAL used the vertical magnetic gradient (VMAG), and ground penetrating radar <br /> (GPR) methods to obtain subsurface information. We used the VMAG method to <br /> detect magnetic gradients associated with buried metal. We performed GPR surveys <br /> to obtain subsurface information in areas where MAG data could not be collected <br /> because of interference from above ground structures. The VMAG survey area and <br /> the GPR traverses are shown on Plate 1 . Electromagnetic line locating (EMLL) <br /> techniques, combined with GPR traverses were implemented to investigate the five <br /> borehole locations shown on Plate 1 . <br /> We used a Scintrex ENVI-MAG to obtain the vertical magnetic gradient data. This <br /> instrument features a built-in memory that stores the vertical magnetic gradient and <br /> survey grid information. GPR data were collected with a Geophysical Survey <br /> Systems, Inc. SIR-3 Subsurface Interface Radar System equipped with a 500 <br /> megahertz (Mhz) antenna. Our EMLL instrumentation consisted of a Radiodetection <br /> RD-400 line locator and a Fisher TW-6 inductive pipe and cable locator. <br /> DATA ACQUISITION <br /> NORCAL collected VMAG data on 5 foot intervals along north-south trending lines <br /> spaced 5 feet apart. The length of the lines ranged from 15 to 160 feet. GPR data <br /> were collected along north-south trending traverses spaced five feet apart over most <br /> of the western portion of the site, as shown on Plate 1 . GPR data were not collected <br /> over the magnetic anomalies because of limited signal penetration. <br /> DATA ANALYSIS <br /> GPR Profiles <br /> We examined the GPR records for reflection patterns characteristic of UST's and <br /> underground utilities, as well as changes in reflection characteristics that may indicate <br /> variations in the site materials. These variations may be associated with previous <br /> UST's and utility trench excavations. <br />
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