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ARCHIVED REPORTS XR0012541
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0543844
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ARCHIVED REPORTS XR0012541
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Last modified
10/23/2018 2:14:21 PM
Creation date
10/23/2018 11:24:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0012541
FileName_PostFix
XR0012541
RECORD_ID
PR0543844
PE
2959
FACILITY_ID
FA0006174
FACILITY_NAME
Best Express Foods Inc.
STREET_NUMBER
2651
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16912003
CURRENT_STATUS
02
SITE_LOCATION
2651 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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F <br /> 4 FIELD INVESTIGATION <br /> The first phase of the field investigation program �;as based <br /> Primarily on that proposed (and approved by both Anheuser- <br /> Busch, and the San Joaquin Local Health District) in the <br /> Contamination Assessment Plan, dated June, 1987 (ESE, 1987 ) . <br /> burin the <br /> 9 field investigation program, which took place <br /> ! during the week of Jul <br /> y 6,- 19a7, the first monitor cell, t-tt4-1 , <br /> located northeast Of the excavation :area was installed. St 's <br /> approximate location is shown in Figure 47.1 ,. with a scaled <br /> {� sketch oxesented in the ,"operdix. <br /> The second phase of the investigation took place from <br /> i ; <br /> September 3 through September 8, and included the installation <br /> Of 1114--•2 and 111-4-3, whose locations are similarly shown in <br /> Figure 4-1 . <br /> - D.lrirg w.Pll construction, soil and <br /> ground eater samples were <br /> "y cc,lluctec; for lithologic description and chemical analyses . <br /> E Sampling methodology and field investigation results are <br /> summarized in the following sections. <br /> 4 . 1 METHODOLOGY <br /> 4 . 1 . 1 PhaseI <br /> i. <br /> Dcring PI- ase I, one monitor •well was constructed using <br /> mud <br /> rotary techniques.q s. Mud rotary drilling was aelerted over <br /> hollow stem techniques because flowing sand, firer,- suspected in <br /> the area (based on ESE' s drilling e;?perience within, a 1.0 mile <br /> radius of the site ) . Because rotary drilling stabilizes the <br /> walls of the wells, pxeveAtin9 s.a <br /> ands <br /> from m flowing <br /> ng upwards-,r <br /> d <br /> c- <br /> , a,c <br /> was presumed that this technique would have the :�dvantaJe of <br /> assuring a true, depth di-wrete sample from the depth of <br /> interest.' 11ud-rotary similarly accommodates the installation <br /> y !. of a larger, 4 inch diameter well , which may prove <br /> advantageous if site remediation is required. The mud rotary <br /> a1 <br /> , <br /> r <br />
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