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2900 - Site Mitigation Program
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PR0505722
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Last modified
1/30/2020 11:29:04 AM
Creation date
1/30/2020 9:56:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0505722
PE
2951
FACILITY_ID
FA0006961
FACILITY_NAME
KJAX
STREET_NUMBER
5451
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95202
APN
10122041
CURRENT_STATUS
02
SITE_LOCATION
5451 E HARDING WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Woodward-Clyde <br /> Soil boring B-3 was advanced to a depth of 43 feet bgs located within the north end of the <br /> former UST backfilled excavation (Figure 4). Since the first 18 feet of B-3 was.advanced <br /> through tank excavation backfill material, no samples were collected from surface to 16 feet <br /> bgs. Soil samples were collected at 16, 18, 20, 22, 24, 29, 34, 39, and 41 feet bgs. Soil <br /> samples selected for chemical analysis were collected from 17.5 to 18, 21.5 to 22, 25.5 to <br /> �. 26, 30.5 to 31, 35.5 to 36, 40.5 to 41, and 42.5 to 43 feet bgs. Elevated headspace readings <br /> were observed in all of the sample intervals of boring B-3. The VOC headspace <br /> measurements ranged from 2 to 18 parts per million (ppm). No free product was observed <br /> in any of the sample drive intervals from B-3. Soil staining was observed in sample interval <br /> 20 to 22, and 22 to 24. <br /> V <br /> Based on the VOC headspace readings and the presence of visible soil staining Ms. Diane <br /> M. Hinson (SJCEHD) agreed with WCFS recommendation to further assess the lateral extent <br /> of soil contamination at the site. Ms. Hinson approved the field investigation plan involving <br /> — additional borings and collection of one groundwater sample from below the site. On May <br /> 26, 1995 two additional borings (B-4 and B-5) were advanced south-southwest and northwest <br /> of the former UST excavation respectively. <br /> Soil boring B-4 was advanced to a depth of 31 feet bgs located southwest of the former UST <br /> V <br /> excavation. Soil samples were collected at 2, 8, 11, 16, 20, 25, and 29 feet bgs. Soil <br /> samples for chemical analysis were collected from 9.5 to 10, 17.5 to 18, 21.5 to 22, and <br /> 26.5 to 27 feet bgs. No visible contamination, or elevated headspace readings were observed <br /> during the advancement of B-4. <br /> V <br /> Soil boring B-5 was advanced to a depth of 31 feet bgs located northwest of the former UST <br /> -. excavation. Soil samples were collected at 2, 5, 10, 16, 19, 24, and 29 feet bgs. Soil <br /> samples for chemical analysis were collected from 3.5 to 4, 6.5 to 7, 17.5 to 18, 20.5 to 21, <br /> 25.5 to 26, and 30.5 to 31 feet bgs. No visible contamination, or elevated headspace <br /> readings were observed during the sample drive intervals, except at the 16 to 18 feet bgs. <br /> Low level headspace reading of 3 ppm was measured for the 16 to 18 feet bgs interval. A <br /> V <br /> summary of analytical results of soil samples collected from soil borings B-1 through B-7 <br /> is presented in Table 2. <br /> V <br /> V <br /> 8054/FEMAWAXPMR.RP1'/8-24-95 SAC 2-4 <br /> V <br />
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