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2900 - Site Mitigation Program
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PR0519189
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Entry Properties
Last modified
8/21/2019 2:09:56 PM
Creation date
8/21/2019 1:52:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0519189
PE
2950
FACILITY_ID
FA0014347
FACILITY_NAME
CURRENTLY VACANT
STREET_NUMBER
6425
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741031
CURRENT_STATUS
02
SITE_LOCATION
6425 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Figure 4 displays cross section views A — B (west UST); C — D (middle UST) and E — F (east <br /> UST). Using clean 8 inch hollow stem augers powered by a truck mounted drilling rig, slant <br /> borings will be drilled at each end of each tank from points A, B, C, D, E and F into native soil <br /> approximately 1 to 1.5 feet beneath each end of the three UST's. <br /> At point A the angle of the slant will be 400 from vertical, boring 24 to 25 feet which will place the <br /> sample point horizontally fifteen feet northwest of point A at a vertical depth below surface of 19 to <br /> 19.5 feet. A sample will then be obtained of relatively undisturbed native soil approximately 1 to <br /> 1.5 feet beneath the fill at the southern end of the western UST. <br /> At point B the angle of the slant will be 300 from vertical, boring 26.5 to 27 feet, placing the sample <br /> point horizontally 13 feet southeast of point B at a vertical.depth below surface of 23 to 24 feet. A <br /> sample will then be obtained of relatively undisturbed native soil approximately 1 to 1.5 feet <br /> beneath the fill at the northern end of the western UST. <br /> At point C the angle of the slant will be 440 from vertical, boring 24 to 25 feet, placing the sample <br /> point horizontally 16 feet northwest of point C at a vertical depth below surface of 18 to 19 feet. A <br /> sample will then be obtained of relatively undisturbed native soil approximately I to 1.5 feet <br /> beneath the fill at the southern end of the middle UST. <br /> At point D the angle of the slant will be 350 from vertical, boring 34.5 to 35.5 feet, placing the <br /> sample point horizontally 19.5 feet southeast of point D at a vertical depth-below surface of 28.5 to <br /> 29 feet. A sample will then be obtained of relatively undisturbed native soil approximately I to 1.5 <br /> feet beneath the fill at the northern end of the middle UST. <br /> At point E the angle of the slant will be 37°from vertical, boring 23.5 to 24 feet, placing the sample I <br /> point horizontally 14.5 feet northwest of point E at a vertical depth below surface of 18.5 to 19.5 <br /> feet. A sample will then be obtained of relatively undisturbed native soil approximately 1 to 1.5 <br /> feet beneath the fill at the southern end of the eastern UST. <br /> At point F the angle of the slant will be 250 from vertical,boring 31 to 32 feet, placing the sample <br /> point horizontally 14 feet southeast of point F at a vertical depth below surface of 27.5 to 28.5 feet. <br /> A sample will then be obtained of relatively undisturbed native soil approximately 1 to 1.5 feet j <br /> beneath the fill at the northern end of the eastern UST. I <br /> Samples will be obtained through the hollow stem augers using a California Split Spoon sampler <br /> that will hold three clean 2-inch by 6-inch brass sleeves. Once the augers have reached the desired <br /> sample depth the inner bit assembly will be removed and the sampler will be driven 1.5 feet into <br /> relatively undisturbed soil, filling the three brass sleeves. The top sleeve will not be used for <br /> sample analysis. The two bottom sleeves will be field screened using a photo-ionizing detector <br /> (PID) with a 10.6 ev bulb. The soil sample sleeve showing the highest PID response will be <br /> preserved for laboratory analysis as described below. The soil from the other two sleeves will be <br /> placed into a zip lock baggy which will then be sealed and examined for lithology, staining and <br /> later PID response. <br /> 2 R-603 UST WP 2/23/99 <br />
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