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ARCHIVED REPORTS_XR0010540
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545704
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ARCHIVED REPORTS_XR0010540
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Last modified
5/28/2020 11:08:53 AM
Creation date
5/28/2020 11:03:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010540
RECORD_ID
PR0545704
PE
3526
FACILITY_ID
FA0009999
FACILITY_NAME
AT&T California - UEX54/UE9AJ
STREET_NUMBER
242
Direction
N
STREET_NAME
SUTTER
STREET_TYPE
ST
City
Stockton
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
242 N SUTTER ST
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
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EHD - Public
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. Appendix A - Historical Background <br /> AGE-NC Project No 02-0964 <br /> Page 3 of 7 <br /> • Ground water elevation at the site is approximately 30 feet below well grade Ground water <br /> at the site is inferred to flow north-northeast <br /> • TPH-g,TPH-d and BTEX compounds have not been detected in ground water samples from <br /> wells MW-2 and MW-3 <br /> • During the third quarter 2004 sampling event, TPH-g was detected in well MW-1 at a <br /> concentration 27,000µg/1 BTEX compounds were detected in well MW-1 at concentrations <br /> of 160 µg/1 benzene, 24 µg11 ethylbenzene, 2,676 µg/1 toluene and 1,300 µg/1 xylenes <br /> • MTBE was detected in the monitoring well sample from well MW-2 at a maximum <br /> concentration of 9 3 µg/1 <br /> On 09 to 11 April 2003, five soil borings (CPT-1 to CPT5)were advanced on- and off-site utilizing <br /> CPT technology, at each boring location, lithologic data was collected from the initial CPT boring, <br /> an immediately adjacent twin boring was then advanced at each CPT location to collect grab ground <br /> water samples from selected depths The objective of the investigation was to model the geologic <br /> and hydrogeologic frameworks and to assess potential dissolved petroleum-migration pathways <br /> beneath the site Soil borings for sounding were as follows <br /> • CPTI was established in the vicinity of monitoring well MW-1 and soil borings A and I to <br /> a depth of 150 feet below surface grade (bsg), <br /> • CPT2 was established in the vicinity of soil borings B and 7 to a depth of 160 feet bsg, <br /> • CPT-3 was established west of boring C to a depth of 160 feet bsg, <br /> • CPT-4 was established south of monitoring well MW-1 and soil borings E and G to a depth <br /> of 150 feet bsg, and <br /> • CPT5 was advanced at the northeast corner of the intersection of California Street and Miner <br /> Avenue to total depths of 160 bsg <br /> Ground water and soil samples were collected from CPT boring locations at the following intervals <br /> • CPT-I was sampled between 96 and 100 feet bsg,between 120 and 124 feet bsg and between <br /> 146 feet and 150 feet bsg, <br /> • CPT-2 was sampled between 93 and 97 feet bsg,between 120 and 124 feet and between 146 <br /> and 150 feet bsg and between 181 and 185 feet bsg, <br /> • CPT-3 was sampled between 56 and 60 feet bsg, between 104 and 107 feet bsg, between <br /> 120 and 124 feet bsg and between 143 and 147 feet bsg, <br /> • CPT-4 was sampled between 101 and 105 feet bsg, between 120 and 124 feet bsg and <br /> between 141 and 145 feet bsg and <br /> Advanced GeoEnvironmental <br />
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