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ARCHIVED REPORTS XR0003464
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3500 - Local Oversight Program
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PR0544595
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ARCHIVED REPORTS XR0003464
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Last modified
6/24/2019 12:49:39 PM
Creation date
6/24/2019 11:21:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003464
RECORD_ID
PR0544595
PE
3528
FACILITY_ID
FA0002048
FACILITY_NAME
TESORO (Shell) 68221(WRR 6290)
STREET_NUMBER
2705
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12121008
CURRENT_STATUS
02
SITE_LOCATION
2705 COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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1.0 FIELD PROCEDURES <br /> 1.1 Locating-Underground Utilities <br /> Prior to the commencement of work on site, Delta researched the location of all underground utilities with <br /> the assistance of Underground Service Alert (USA) USA contacted the owners of the various utilities <br /> ' in the vicinity of the site to have the utility owners mark the locations of their underground utilities <br /> Work associated with the drilling and monitoring well installation was preceded by hand-digging of the <br /> soil borings to a minimum depth of 5 feet to avoid contact with underground fuel distribution lines, vent <br /> lines and other unmarked utilities <br /> 1.2 Drilling and Soil Sampling Procedures <br /> ' Soil borings and soil sampling were performed under the direction of a Delta field geologist The soil <br /> borings were advanced using a truck-mounted drill rig utilizing hollow-stem augers. <br /> Soil sampling was done in general accordance with procedure ASTM 1586-84 Using this procedure, <br /> a 2-inch inside-diameter California-type split barrel sampler is driven into the soil in advance of the <br /> augers by a 140-pound weight repetitively falling 30 inches Three new steam-cleaned brass tubes were <br /> inserted into the sampler before each 5--foot drive After an initial set of 6-inches, the number of blows <br /> required to drive the sampler an additional 12 inches is recorded The blow count value is used as an <br /> empirical measure of the relative density of cohesionless soils and the consistency of cohesive soils. <br />' Upon recovery of the sampler, the soil from the bottom brass tube was placed into a glass far and covered <br /> with aluminum foil for later screening with a photoionization detector (PID) The soil from the drive <br /> shoe of the sampler and from the top brass tube was used for classification The soil retained in the <br />' middle brass tube was saved for chemical analysis The ends of this brass tube were covered with teflon <br /> tape, capped with a plastic end cap, taped with duct tape, placed in a plastic ziplock bag and stored in <br />' a cooler at approximately VC for transport to the laboratory <br /> 1.3 Decontamination Protocol <br /> To reduce the chances of cross contamination between boreholes, all down-hole drilling equipment was <br />' cleaned between each soil boring To reduce cross contamination between samples, the split-barrel <br /> sampler was washed in a soap solution and double rinsed between each sampling event Wash water and <br />' rinsate solutions used for decontamination were contained in a 55-gallon drum for later disposal according <br /> to state and local regulations <br /> I <br />' RPT 112 JDM <br />
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