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ARCHIVED REPORTS_REMEDIAL INVESTIGATION REPORT 2000
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ARCHIVED REPORTS_REMEDIAL INVESTIGATION REPORT 2000
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Last modified
2/13/2020 8:47:33 PM
Creation date
2/13/2020 2:23:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REMEDIAL INVESTIGATION REPORT 2000
RECORD_ID
PR0009302
PE
2960
FACILITY_ID
FA0004002
FACILITY_NAME
MORTON-ALCO
STREET_NUMBER
55
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13737004
CURRENT_STATUS
01
SITE_LOCATION
55 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Treadwell&Rollo <br /> program conducted under the oversight of the SJCED. None of these wells was sampled as part <br /> of this investigation. <br /> 2.3.2 Area 16 <br /> On 2 May 2000, AGE used Enviroprobe Drilling to advance borings 16 B-6 and 16B-7 with their <br /> direct push rig at the locations shown on Figure 3. Treadwell &Rollo and DTSC personnel were <br /> on site to observe. The borings were advanced to 15 feet deep for soil sampling. Boring Logs <br /> prepared by AGE are presented at the back of Appendix B. Analytical results for soil are listed <br /> on Tables 1 through 4. <br /> Boring 16B-6 was advanced to 15 feet deep and a grab groundwater sample was collected. <br /> Boring 16B-7 was advanced to approximately 50 feet deep to collect a second aquifer grab <br /> groundwater samples. AGE's boring log for 16B-7 only shows the boring stratigraphy to 15 feet <br /> deep, however, and AGE representatives have stated that the geologist who logged the boring <br /> has left the firm, and they have not located additional information regarding the boring <br /> stratigraphy. Analytical results for groundwater are given in Tables 5, 6, and 7. There are <br /> currently 15 groundwater monitoring wells being sampled as part of an ongoing groundwater <br /> monitoring program. None of these wells was sampled as part of this investigation. <br /> 2.3.3 Area 21 <br /> On 19 and 20 April 2000, Spectrum drilling used their direct push rig to advance 5 soil borings at <br /> the locations shown on Figure 7. The borings were advanced to between 3 and 10 feet bgs for <br /> soil sampling. Boring Logs are presented at the back of Appendix B. Analytical results for soil <br /> are listed on Tables 1 through 4. <br /> Boring 21B-8 was advanced to approximately 28 feet bgs to obtain a grab groundwater sample. <br /> Analytical results for groundwater are given in Tables 5, 6, and 7. <br /> 22 • <br /> 25970309.DGD <br /> 24 August 2000 <br />
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