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2900 - Site Mitigation Program
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PR0508132
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Entry Properties
Last modified
10/4/2018 3:05:06 PM
Creation date
10/4/2018 2:59:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
Scanner
DSedra
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EHD - Public
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GR Field Methods and Procedures <br />Field Screening of Soil Samples <br />A PID is used to perform head -space analysis in the field for the presence of organic vapors <br />from the soil sample. This test procedure involves removing some soil from one of the sample <br />tubes not retained for chemical analysis and immediately covering the end of the tube with a <br />plastic cap. The PID probe is inserted into the headspace inside the tube through a hole in the <br />plastic cap. Head -space screening results are recorded on the boring log. Head -space screening <br />procedures are performed and results recorded as reconnaissance data. GR does not consider <br />field screening techniques to be verification of the presence or absence of hydrocarbons. <br />Construction of Monitoring Wells <br />Monitoring wells are constructed in the exploratory soil borings with Schedule 40 polyvinyl <br />chloride (PVC) casing. All joints are thread joined; no glues, cements, or solvents are used in <br />well construction. The screened interval is constructed of machine -slotted PVC well screen <br />which generally extends from the total well depth to a point above the groundwater. An <br />appropriately -sized sorted sand is placed in the annular space adjacent to the entire screened <br />interval. A bentonite transition seal is placed in the annular space above the sand, and the <br />remaining annular space is sealed with neat cement or cement grout. <br />Wellheads are protected with water-resistant traffic -rated vault boxes placed flush with the <br />ground surface. The top of the well casing is sealed with a locking waterproof cap. A lock is <br />placed on the well cap to prevent vandalism and unintentional introduction of materials into <br />the well. <br />Measurement of Water Levels <br />The top of the newly -installed well casing is surveyed by a California -licensed Land Surveyor <br />to mean sea level (MSL). Depth -to -groundwater in the well is measured from the top of the <br />well casing with an electronic water -level indicator. Depth -to -groundwater is measured to the <br />nearest 0.01 -foot, and referenced to MSL. <br />Well Development and Sampling <br />The purpose of well development is to improve hydraulic communication between the well and <br />the surrounding aquifer. Prior to development, each well is monitored for the presence of <br />floating product and the depth -to -water is recorded. Wells are then developed by alternately <br />surging the well with a vented surge block, then purging the well with a pump or bailer to <br />A-2 <br />
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