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ARCHIVED REPORTS_XR0011735
Environmental Health - Public
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PR0515450
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ARCHIVED REPORTS_XR0011735
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Last modified
10/10/2020 11:30:50 PM
Creation date
6/23/2020 3:55:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011735
RECORD_ID
PR0515450
PE
2960
FACILITY_ID
FA0012153
FACILITY_NAME
SOUTH SHORE PARCEL
STREET_NUMBER
0
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
WEBER AVE
QC Status
Approved
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EHD - Public
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Appendix C Ground Penetrating Radar Investigation <br /> Phase II ESA Multi-Modal Station"Six-Block Project" <br /> January 6,2003 <br /> Page 5 of 9 <br /> . An approximately three-foot by three-foot circular depression was noted at the property and an adjacent <br /> area was investigated None of the radargrams collected in the vicinity of the depression contained <br /> features of interest <br /> 822, 830, 840, and 848 E Miner Avenue, and 227 N Aurora Street <br /> The properties comprising the northeast comer of Block 2 were investigated on May 22 and 29, 2002 <br /> using 54 GPR Imes Nine potential locations for seven bonngs were selected Radargrams 17, 18, and 19, <br /> collected from 822, 830, and 840 E Miner Avenue, respectively, are characterized by strong radar signal <br /> attenuation with depth, suggesting a significant clay-rich soil layer is located in the area along E Miner <br /> Avenue A buried object clearly evident in Radargram 19 was avoided during final boring location <br /> selection Possible buried objects in Radargrams 17 and 18 were also identified and avoided Radargrams <br /> 20 and 21, from 848 E Miner Avenue and 227 N Aurora Street, respectively, depict relatively <br /> undisturbed areas of the subsurface of the northeast corner of Block 2 <br /> 210 N Grant Street <br /> On May 14, 2002, 28 GPR lines were walked in the parking area of 210 N Grant Street to investigate this <br /> portion of the property for possible buried tanks or other items of concern Radargrams 22 and 23 show <br /> cross-sections of an observed asphalt patch including and collinear with several sewer vault covers Both <br /> radargrams depict disturbed subsurface conditions in the vicinity of the asphalt patch Several buried <br /> objects, Including a possible large-diameter pipe in association with the sewer system, are indicated in <br /> Radargram 23 An additional 36 lines were walked at the property to investigate six potential locations for <br /> five bonngs One potential boring location was located inside the warehouse on the eastern portion of the <br /> property and was eliminated due to limited access The other five potential locations were found to be <br /> . feasible locations for borings <br /> 13.6 Block 3 <br /> 920 and 930 E Miner Avenue, and 911 E Channel Street <br /> The Block 3 properties were investigated by a total of 107 GPR lines on May 15, 2002 The properties at <br /> 920 and 930 E Miner Avenue were extensively investigated to obtain data relating to areas of potential <br /> concern identified during concurrent fieldwork These areas were primarily identified by slumping and <br /> patching of the asphalt and concrete at the properties Radargram 24 shows a typical line at 920 E Miner <br /> Avenue with a possible vertical conduit The uniform subsurface area in the upper portion of Radargram <br /> 24 is also evident in Radargrams 25 and 26 from. 930 E Miner Avenue, indicating that this is likely a <br /> native subsurface feature, not an anomaly such as an area of fill Radargram 25 shows a bounded <br /> disturbance that may be indicative of an area of fill in association with asphalt patching A line walked <br /> over a concrete patch inside the building at 930 E Miner Avenue is shown in Radargram 26 The patch is <br /> identified by the lack of rebar, and the area beneath the patch is bounded and is significantly different <br /> than the adjacent subsurface, again suggesting an area of fill Radargram 27 is a representative line from <br /> inside the warehouse at 911 E Channel Street, showing a tight rebar pattern in the concrete pad Seven <br /> potential boring locations at Block 3 were identified and investigated by GPR, as well Review of the data <br /> indicated that there were no identified features warranting relocation of any of the potential bonng <br /> locations <br />
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