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3500 - Local Oversight Program
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PR0545335
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Last modified
2/11/2020 7:40:24 PM
Creation date
2/11/2020 11:15:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545335
PE
3528
FACILITY_ID
FA0003603
FACILITY_NAME
TESORO (SPEEDWAY XP) 68152
STREET_NUMBER
401
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04513019
CURRENT_STATUS
02
SITE_LOCATION
401 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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u e <br /> FIELD METHODS AND PROCEDURES <br /> FIELD PROCEDURES <br /> The following section describes field procedures that will be completed by Delta personnel in the <br /> performance of the tasks involved with this project. <br /> 1.0 HEALTH AND SAFETY PLAN <br /> Fieldwork performed by Delta and subcontractors at the site will be conducted according to guidelines <br /> established in a Site Health and Safety Plan (SHSP). The SHSP is a document describes the hazards <br /> that may be encountered in the field and specifies protective equipment, work procedures, and <br /> emergency information. A copy of the SHSP will be at the site and available for reference by <br /> appropriate parties during work at the site. <br /> 2.0 DRILLING AND SOIL SAMPLING <br /> Soil borings and soil samples will be performed under the direction of a qualified Delta <br /> representative. Soil borings will be drilled using a truck-mounted rotary drilling rig and hollow-stem <br /> augers. The soil borings will be drilled to approximately 50 to 65 feet below the ground surface. <br /> Soil sampling will be conducted in accordance with ASTM 1586-84 using a 2-inch inside-diameter <br /> California-type sampler driven into the soil by a 140-pound weight falling 30 inches. After an initial <br /> set of 6 inches, the number of blows required to drive the sampler an additional 12 inches, known <br /> as penetration resistance or the "N" value, is recorded. The "N" value is used as an empirical <br /> measure of the relative density of cohesionless soils and the consistency of cohesive soils. The <br /> sampler is lined with three 2-inch by 6-inch brass sample tubes. Samples will be collected at 5-foot <br /> intervals or as directed by the geologist. <br /> All soil samples are examined in the field by a geologist and described by color, grain size, moisture <br /> content and are classified in accordance with the Unified Soil Classification System. A portion of <br /> the soil sample is placed into a plastic bag and sealed for headspace analysis of the organic vapors <br /> using a photoionization detector (PID). The soil sample collected in the leading brass tube within the <br /> California-type sampler will be labeled, sealed, and stored on ice pending sample selection and <br /> transport to the laboratory for analysis. Representative portions of the samples will be retained for <br /> further examination and for verification of the field classification. Logs of the borings indicating the <br /> depth and identification of the various strata, the "N" value, and pertinent information regarding the <br /> method of maintaining and advancing the borehole will be made. <br /> LRP 129.SJH <br />
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