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ARCHIVED REPORTS XR0012594
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3500 - Local Oversight Program
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ARCHIVED REPORTS XR0012594
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Last modified
6/24/2019 1:02:19 PM
Creation date
6/24/2019 10:07:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012594
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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IN <br /> , <br /> M. <br /> FIELD PROM)URCS <br /> This section describes field procedures used by Delta personnel in the performance of the tasks iave'.ved with <br /> this project. <br /> 1.0 SOIL BORING AND SOIL SAMPLING PROTOCOL <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). LSA contacted the owners of the various utilities in <br /> the vicinity of the site to have the utility owners mark the location of their underground utilities. Work <br /> associated with the boring and monitoring well installation was preceded by hand angering to a depth of <br /> 5 feet to avoid contact with underground fuel distribution lines and unmarked utilities. <br /> Drilling and soil sampling were performed under the direction of a Delta geologist. The geologist logged <br /> -- each boring by visual examination or the soil samples and soil cuttings. Soils were classified according to <br /> -- the Unified Soil Classification System(USCS). The soil boring logs indicate the depth of the various strata <br /> and other pertinent information. <br /> Soil borings were advanced by a truck-mounted drill rig using hollow-slam auger. To reduce the chances <br /> _ of cross-contamination between boreholes,all downhole drilling equipment was steamed-cleaned between <br /> *r each boring. To reduce cross-contamination between samples.the split-barrel sampler was washed in a soap <br /> 'r solution and double rinsed between each sampling event. <br /> "- Soil sampling was performed in accordance with ASTM 1556-34. Using this procedure a 2-inch inside- <br /> Oiameter,California-type sampler lined with three 6-inch long brass tubes,was driven irtC;)the soil by a 140- <br /> pound weight falling 30 inches. The number of blows required to drive the sampler 18 inches was recorded <br /> on the soil boring logs. Upon recovery,a portion of the soil sample was placed into a soil sample 4o1lection <br /> jar and sealed for later screening with a photoioniwtion detector(PID). Another portion of the soil sample <br /> was used for classification and description. The soil sample collected in the leading brass tube within the <br /> California-type sampler was capped, packaged, and preserved according to accepted Environmental <br /> Protection Agency(EPA) procedures for possible laboratory analysis. <br /> The portion of the soil sample retained for organic vapor screening was placed into a clean standard soil <br /> sample collection jar. Each jar was filled.approximately one-half full,then the mouth of the jar was covered <br /> with aluminum foil and capped with a lid. Jars were placed out of direct sunlight for at bast 20 minutes, <br /> allowing time for the air in headspace and soil to equilibrate. The probe of the PID was inserted through <br /> _ the aluminum foil.and the highest observc;d reading recorded on the soil boring log. <br />
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