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3500 - Local Oversight Program
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PR0545206
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SITE HISTORY
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Last modified
1/24/2020 4:50:32 PM
Creation date
1/24/2020 4:34:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545206
PE
3528
FACILITY_ID
FA0006198
FACILITY_NAME
REYNOLDS & BROWN
STREET_NUMBER
724
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
724 E GRANT LINE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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y <br /> ;A <br /> LNORCAL <br /> L <br /> Eie 1d Survev <br /> The field survey was performed using a Geophysical Survey Systems, Inc. <br /> SIR-3 ground penetrating radar 'system with 120 Megahertz and 500 Megahertz <br /> antennas. GPR data were obtained from traverses over the suspected tank and <br /> pipeline locations in order to identify the tank boundaries and define the <br /> limits of the fill excavation. The length of several of the traverses was <br /> limited due to nearby debris and obstructions. The traverse locations are <br /> shown on the enclosed site map. Each traverse was surveyed with the 500 <br /> Megahertz antenna. Several of the traverses were also surveyed with the 120 <br /> Megahertz antenna for comparison of the results in regards to depth of <br /> penetration and resolution. <br /> Upon completion of the field work, we reviewed the GPR profiles and proposed <br /> _test boring locations based on recommendations by Kennedy/Jenks/Chilton site <br /> representative, Mr. Dan Graff. We then obtained additional GPR data over <br /> the recommended boring locations from traverses oriented perpendicular to <br /> the previous ones. The perpendicular traverses were to insure that <br /> pipelines and other possible drilling obstructions did not exist at the <br /> precise drilling location. <br /> Results <br /> Typically, buried tanks are manifested on the GPR records as a strong <br /> reflecting horizon. However, depending upon the -site conditions, the depth <br /> L of burial etc. , the tank may be only faintly defined. In these situations <br /> indirect evidence of the tank may exist on the GPR reoords in the form of a <br /> characteristic radar signature from the material overlying the tank. This <br /> L signature corresponds to the disturbed nature of the fill. Also, in many <br /> cases the electrical properties of the fill contrasts with those of th® <br /> surrounding native material producing a noticeable change on the radar <br /> L profile. <br /> The GPR records obtained at this site do not exhibit definitive indications <br /> of buried tanks or disturbed strata that could represent fill material <br /> L covering the tanks as subsurface definition is limited. The records do, <br /> however, resolve several pipelines related to the tanks and nearby pumps. <br /> The GFR depth of penetration with the 500 Megahertz antenna at this area <br /> appears to be limited to a few feet. The 120 Megahertz antenna did not <br /> provide significantly greater penetration. The GPR records obtained with <br /> this antenna do not indicate strong reflecting horizons indicative of buried <br /> tanks. However, these records are affected by interference patterns due to <br /> L cultural features such as buildings and fences in close proximity to the GPR <br /> traverses. <br /> It appears that certain site conditions exist that do not allow the clear <br /> detection of underground tanks by conventional radar methods. These <br /> conditions are typically: 1) a brackish water table that is .shallower than <br /> k <br /> S <br />
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