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ARCHIVED REPORTS_FIELD NOTES AND PERMITS THROUGH 4_4_1997
Environmental Health - Public
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ARCHIVED REPORTS_FIELD NOTES AND PERMITS THROUGH 4_4_1997
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Last modified
3/31/2020 3:13:51 PM
Creation date
3/31/2020 2:24:29 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
FIELD NOTES AND PERMITS THROUGH 4_4_1997
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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tevineoFficke-Recon <br /> ENGINEERS,HVDROGEOLOGISTS 8 APPLIED SCIENTISTS <br /> depth of 76.5 feet bgs); however, note that well MW-100 was continuously sampled whereas soil <br /> samples from MW-11 were collected at 5-foot intervals. <br /> Additionally, well MW-100 was terminated at approximately 62 feet below ground surface (bgs), <br /> because of refusal of the sampler at a dense, hard clay unit and our concerns about the potential of <br /> screening a well across the underlying A/B aquitard. However, subsequent evaluation of the boring <br /> logs and the site geologic setting suggested that the hard clay unit was not the anticipated A/B <br /> aquitard. Consequently, wells MW-11 and MW-100 do not appear to completely screen the <br /> A -zone aquifer. <br /> As you know, a fully penetrating pumping well is generally preferred for performing and analyzing <br /> aquifer test data. In addition, the recent data collected from the MW-I I and MW-100 area <br /> indicated that the subsurface stratigraphy along the proposed alignment of the IRA extraction <br /> system could be variable, and as a result it was thought that the aquifer test as originally proposed <br /> may not have been representative of conditions throughout the system alignment. (Final <br /> recommendations for the aquifer testing program will be included as part of an interim data <br /> deliverable forthcoming in January 1997.) <br /> Therefore, before constructing any additional wells or conducting the aquifer test, we determined <br /> that it would be prudent to further explore the nature of the A-zone aquifer using CPT and PIPP <br /> sampling. A CPT boring (CPT-100) and PIPP sampler were driven on November 8, 1996 at a <br /> location adjacent to well MW-100. The data collected from CPT-100 indicate that, in this area of <br /> LC, the top of the A/B aquitard is present at approximately 75 feet bgs, and that a sand with a high <br /> estimated permeability is present at approximately 70 to 75 feet bgs. <br /> Based on these data, a fully penetrating A-zone well (MW-101) was installed on November 14, <br /> 1996, at a location equidistant from wells MW-11 and MW-100 (see Figure 1), to a final depth of <br /> approximately 75 feet bgs. <br /> Additional CPT/PIPP Sampling <br /> Because of the variable A-zone stratigraphy recorded at MW-100, MW-101, and CPT-100, <br /> additional CPT and PIPP sampling has been initiated along the proposed alignment of IRA <br /> extraction wells along the downgradient property boundary of LC, adjacent to Pacific Avenue. The <br /> purpose of the sampling is to further characterize subsurface stratigraphy and volatile organic <br /> compound (VOC) distribution across the downgradient property boundary in order to properly <br /> design the proposed aquifer test and the Phase I IRA extraction system. Of the 18 CPT/PIPP <br /> locations proposed along the downgradient boundary, 10 have been completed. The remaining <br /> eight CPT/PIPP locations will be completed after the conclusion of access negotiations with the <br /> various property owners and tenants. The remaining locations include three points at the Chevron <br /> station at the corner of Pacific Avenue and Benjamin Holt Drive, three points on the Payless <br /> RWQBSCH.LTR:SRL 2 <br />
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