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ARCHIVED REPORTS XR0012752
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0502410
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ARCHIVED REPORTS XR0012752
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Entry Properties
Last modified
11/19/2024 10:19:10 AM
Creation date
9/4/2019 9:08:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012752
RECORD_ID
PR0502410
PE
2960
FACILITY_ID
FA0005437
FACILITY_NAME
UNOCAL BULK PLANT #0788
STREET_NUMBER
8203
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25014003
CURRENT_STATUS
01
SITE_LOCATION
8203 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i <br /> PA <br /> i <br /> 1 <br /> r APPENDIX A - <br /> 3 <br /> r Il\1VESTIGATIVE PROCEDURES <br /> i' <br /> Exploratory Soil Boring and Monitoring Well Installation <br /> The soil borings were drilled using hollow-stem auger drilling equipment, and logged by <br /> a PACIFIC geologist using the Unified Soil Classification System and standard geologic ; <br /> w techniques. Soil samples for logging and chemical analysis were collected ata <br /> maximum depth interval of 7-1/2 feet by advancing a California modified split-spoon <br /> sampler with brass sample liners into undisturbed soil beyond the tip of the auger. The <br /> ~- sampler was driven a maximum of 13 inches using a 140-pound hammer with a 30-inch <br /> drop. Soil samples for chemical analysis were retained in the brass liners, capped with i <br /> s � aluminum foil and plastic end.caps, and sealed in clean glass jars. The samples were <br /> placed on ice and transported to the laboratory accompanied by the appropriate chain- <br /> of-custody documentation. The drilling equipment was steam-cleaned after each <br /> boring. j <br /> Selected borings were converted to groundwater monitoring wells by the installation of <br /> l 3-inch diameter flush-threaded Schedule 40 PVC casing with 0.020-inch factory-slotted <br /> t screen. Graded 12x20 sand pack was placed in the annular space across the screened f <br /> interval, and the wells were surge-blocked to remove void spaces in the sand pack. A <br /> bentonite and concrete seal was placed from the top of the sand pack to the ground 1. <br /> ' surface. A Iocking cap and protective vault box were installed on the top of each well. <br /> s Well elevations were surveyed by a licensed surveyor to an accuracy of 0.01 foot, <br /> relative to the USGS mean sea level datura. i <br /> Organic Vapor Analysis <br /> Soil samples collected during drilling were analyzed in the field for ionizable organic <br /> compounds using the HNU Model PI-101 photo-ionization detector with a 10.2 eV <br /> t ring approximately 30 grams from an <br /> " lamp. The test procedure involves measu ¥ <br /> undisturbed soil sample, placing this sub-sample in a clean glass jar, and sealing the jar <br /> r ---— - ----- ------ ---- -- -------- - <br /> ---------- <br /> with aluminum foil secured under aring-type threaded-lid.. -lid. Jar is warmed-for -- <br /> 1.-F <br /> approximately 20 minutes, then the foil is pierced and the head-space within the jar is <br /> r <br /> .. 310010,REPORT:' A- 1 September 30,1991 <br /> E <br /> s <br />
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