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3500 - Local Oversight Program
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PR0545292
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Last modified
2/10/2020 7:45:24 PM
Creation date
2/10/2020 4:54:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545292
PE
3528
FACILITY_ID
FA0003631
FACILITY_NAME
ONE CANLIS
STREET_NUMBER
24
Direction
S
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14914024
CURRENT_STATUS
02
SITE_LOCATION
24 S HUNTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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06. <br /> 2.2.1 Soil Sampling <br /> Undisturbed soil samples were collected from SB-6 and SB-8. Soil samples were not collected <br /> from SB-7. In SB-6, soil samples were collected every five feet beginning at a depth of 20 feet <br /> bgs and until groundwater was encountered at 36 feet bgs. In SB-8 (remote fill location), soil <br /> samples were collected at 5 feet and 8.5 feet bgs. The sample collected at 8.5 feet consisted of <br /> soil from the interface of the buried concrete slab. <br /> Soil samples were collected by driving the Geoprobe sampler to the desired depth, retracting the <br /> piston tip into a sample tube lined with a one-inch diameter acetate sleeve and driving an <br /> additional two feet to displace the soil sample into the sleeve. The soil samples were then <br /> extracted from the borehole to the surface using the Geoprobe rig. A field geologist logged all <br /> k,.. soil samples for hydrogeologic and lithologic characteristics according to the Unified Soil <br /> Classification System. <br /> 2.2.2 Groundwater Grab Sampling <br /> Groundwater was encountered in SB-6 at a depth of 36 feet bgs. The soil boring was advanced <br /> to a total depth of 40 feet bgs. To collect the groundwater grab sample, a groundwater sampling <br /> device consisting of a steel inner core well screen nested inside a steel outer sampler sheath <br /> was inserted from 36 to 40 feet bgs. From this temporary well, a groundwater grab sample was <br /> collected by lowering a polyethylene tubing and check valve system down the hollow center of <br /> ,.., the drilling rod and into the groundwater column. Using an oscillating motion, groundwater was <br /> pumped to the surface and into laboratory supplied glassware. <br /> Each of the push-point soil borings was abandoned by filling them with a cement/bentonite grout. <br /> The grout was pumped from the surface to the bottom of the hole using a grout pump and tremie <br /> tube system. Surface pavement was restored to its existing condition. <br /> 2.2.3 Laboratory Analyses of Soil and Groundwater Grab Samples <br /> All soil and groundwater grab samples were contained, labeled, packaged and stored in an iced <br /> cooler for transport under chain-of-custody documentation to NEL Laboratories, a state of <br /> California Department of Health Services certified hazardous waste testing laboratory (#1192) <br /> located in Burbank, California. <br /> L <br /> From SB-6 (southwest corner of UST excavation), the soil samples collected from 20, 25, 30 <br /> .. and 35-feet bgs were submitted for laboratory analysis. Each of these soil samples was <br /> 7 <br /> w,. <br />
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