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ARCHIVED REPORTS XR0003082
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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KETTLEMAN
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301
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003082
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Entry Properties
Last modified
10/10/2018 10:26:09 AM
Creation date
10/10/2018 9:34:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003082
FileName_PostFix
XR0003082
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
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TMorelli
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EHD - Public
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• <br />GR Field Methods and Procedures <br />FID probe is inserted into the headspace inside the tube through a hole in the plastic cap Head -space <br />screening results are recorded on the boring log Head -space screening procedures are performed and <br />results recorded as reconnaissance data GR does not consider field screening techniques to be <br />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 chloride <br />(PVC) casing All joints are thread -joined, no glues, cements, or solvents are used in well construction <br />The screened interval is constructed of machine -slotted PVC well screen which generally extends from <br />the total well depth to a point above the groundwater An appropriately -sized sorted sand is placed in <br />the annular space adjacent to the entire screened interval A bentonite transition seal is placed in the <br />annular space above the sand, and the remaining annular space is sealed with neat cement or cement <br />grout <br />Wellheads are protected with water-resistant traffic -rated vault boxes placed flush with the ground <br />surface The top of the well casing is sealed with a locking waterproof cap A lock is placed on the <br />well cap to prevent vandalism and unintentional introduction of materials into the well <br />. Measurement of Water Levels <br />The top of the newly -installed well casing is surveyed by a California -licensed Land Surveyor to mean <br />sea level (MSL) Depth -to -groundwater in the well is measured from the top of the well casing with <br />an electronic water -level indicator Depth -to -groundwater is measured to the nearest 0 01 -foot, and <br />referenced to MSL <br />Well Development and Sampling <br />The purpose of well development is to improve hydraulic communication between the well and the <br />surrounding aquifer Prior to development, each well is monitored for the presence of floating product <br />and the depth -to -water is recorded Wells are then developed by alternately surging the well with a <br />vented surge block, then purging the well with a pump or bailer to remove accumulated sediments and <br />draw groundwater into the well Development continues until the groundwater parameters <br />(temperature, pH, and conductivity) have stabilized <br />Storing and Sampling of Drill Cuttin s <br />Drill cuttings are stockpiled on and covered with plastic sheeting and samples are collected and <br />analyzed for disposal classification on the basis of one composite sample per 100 cubic yards of soil <br />Stockpile samples are composed of four discrete soil samples, each collected from an arbitrary <br />location on the stockpile The four discrete samples are then composited in the laboratory prior to <br />analysis <br />• A-2 <br />
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