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ARCHIVED REPORTS XR0012679
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0012679
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Entry Properties
Last modified
9/14/2020 2:47:43 AM
Creation date
7/18/2019 3:18:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012679
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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w� <br /> _. ask .zS..= {,fry''. __ .. � — � �+:-*- a� _,�s+`4 s •- - vs � r F ;i>`"�t .. _ ��' <br /> O.E.B. - Stacktan Plating Inc. <br /> Octobar 10, 1991 <br /> i� Page -5- <br /> of gasoline contamination (Tank Pull Testing Results, Stockton <br /> Plating Inc. , 104 E. Scott Street, prepared by Condor Earth <br /> Technologies Inc. , January 2, 1991) . The San Joaquin County <br /> F, Environmental Health Department approved placement of the <br /> proposed soil borings around the TK1--90 site and at the same time <br /> t requested that additional investigation be conducted at the TX1- <br /> �i <br /> 86 site. Therefore, two additional soil borings were placed <br /> around former tank site TK1-86. <br /> 3.0 INVESTIGATION <br /> I <br /> �! Prior to drilling activities, a soil boring permit was <br /> obtained from the San Joaquin County Environmental Health t <br /> I Department. Soil borings .(SB1 through SB6) were drilled by <br /> Spectrum Explorat=ion, Inc., of Stockton, California, on September <br /> }, <br /> 20th, 23rd and 24th, 1991 (Figure 3) . Condor representatives <br /> were on site to direct the investigation, make field observations <br /> and collect soil samples. Harlin Knoll of the San Joaquin County <br /> Environmental Health Department was on site periodically to <br /> observe the drilling activities. <br /> C..., <br /> v <br /> 3.1 Soil Borings <br /> .. The borings were drilled using 6-inch O.D. hollow-stem <br /> continuous-flight augers. All soil borings were drilled to the <br /> estimated. capillary fringe at 50 feet below the ground surface. <br /> Soil samples were collected at 'i-foot intervals using a <br /> `TC61ifornia-modified split-spoon sampler fitted with clean br ss <br /> i.. IMN <br /> CONDOR <br />
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