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HAMMER
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3202
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3500 - Local Oversight Program
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PR0545250
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Entry Properties
Last modified
1/30/2020 4:42:26 PM
Creation date
1/30/2020 3:54:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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GR Field Methods and Procedures <br /> labeled, placed in the cooler with blue ice for preservation. A chain-of-custody form is initiated in the field and <br /> accompanies the selected soil samples to the analytical laboratory. Stockpiled soils are covered with plastic <br /> sheeting after completion of sampling. <br /> Construction of Monitoring Wells <br /> Monitoring wells are constructed in the exploratory borings with Schedule 40 polyvinyl Chloride (PVC) casing. <br /> All joints are thread joined; no glues, cements, or solvents are used in well construction. The screened interval is <br /> constructed of machine-slotted PVC well screen which generally extends from the total well depth to a point above <br /> the groundwater. An 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 remaining annular <br /> space is sealed with neat cement or cement grout. <br /> Wellheads are protected with water-resistant traffic rated vault boxes placed flush with the ground surface. The <br /> top of the well casing is sealed with a locking cap. A lock is placed on the well cap to prevent vandalism and <br /> unintentional introduction of materials into the well. <br /> Storing and Sampling of Drill Cuttings <br /> Drill cuttings are stockpiled on plastic sheeting or stored in drums depending on site conditions and regulatory <br /> requirements. Stockpile samples are collected and analyzed on the basis of one composite sample per 50 cubic <br /> yards of soil. 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 analysis. <br /> Each discrete stockpile sample is collected by removing the upper 3 to 6 inches of soil, and then driving the <br /> stainless or brass sample tube into the stockpiled material with a hand, mallet, or drive sampler. The sample tubes <br /> are then covered on both ends with teflon sheeting or aluminum foil, capped, labeled, and placed in a cooler with <br /> blue ice for preservation. A chain-of-custody form is initiated in the field and accompanies the selected soil <br /> samples to the analytical laboratory. Stockpiled soils are covered with plastic sheeting after completion of <br /> sampling. <br /> Wellhead Survey <br /> The top of the newly-installed well casing is surveyed by a California-licensed Land Surveyor to mean sea level <br /> (MSL). <br /> Well Development <br /> The purpose of well development is to improve hydraulic communication between the well and surrounding <br /> aquifer. Prior to development, each well is monitored for the presence of separate-phase hydrocarbons and the <br /> depth-to-water is recorded. Wells are then developed by alternately surging the well with the bailer, then purging <br /> the well with a pump to remove accumulated sediments and draw groundwater into the well. Development <br /> continues until the groundwater parameters(temperature, pH, and conductivity) have stabilized. <br /> A-2 <br />
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