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ARCHIVED REPORTS_XR0012703
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545202
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ARCHIVED REPORTS_XR0012703
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Last modified
1/27/2020 10:29:37 AM
Creation date
1/27/2020 9:43:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012703
RECORD_ID
PR0545202
PE
3528
FACILITY_ID
FA0003124
FACILITY_NAME
7-ELEVEN INC. STORE #20304
STREET_NUMBER
455
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
455 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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0019 <br /> '3 Herding Lawson Associates <br /> Appendix B <br /> All soil samples will be retained in brass tubes and the <br /> ends will be sealed with aluminum foil, plastic caps, and <br /> tape. samples will be stored in a cooled ice chest until <br /> delivery to a state-certified laboratory for testing. The <br /> sampling equipment will The cleaned between samples in a so- <br /> lution of Alconox and water and then rinsed with deionized <br /> water. The augers will be steam-cleaned between borings. <br /> Soil cuttings from the borings will be stored in Department <br /> of Transportation (DOT) certified drums. Chemical testing <br /> on samples from the borings will determine appropriate dis- <br /> posal methods for the soil. We will also collect a"grab-wa- <br /> ter sample from each boring with a stainless steel bailer. <br /> The water from the bailer will be poured into 40-milliliter <br /> f vials and stored in a cooled ice chest. Soil and ground-wa- <br /> ter samples will be analyzed from the borings as described <br /> Mi <br /> in Task 3. After evaluation of these data, along with the <br /> soil-gas data, we will locate between three and five moni- <br /> toring wC.: ls in an attempt to establish the "zero line.,, <br /> The monitoring wells will consist. of" 4-inch-diameter PVC <br /> casing with flush-mounted joints. The wells will be con- <br /> structed with 3 to 5 feet of screened section (0.02 inch <br /> i perforations) and 3 to 5 feet of solid PVC well casing (4- <br /> inch-diameter Schedule 40 PVC) . The bottom of the PVC cas- <br /> ing will be ca ; <br /> pped. The annular area between the casing and <br /> boring will be backfilled with No 3 Monterey sand or equiv- <br /> alent to at least 2 feet .above the screened section. A 6 <br /> to 32-inch layer of bentonite will be placed on top of the <br /> sand, and the remainder will be backfilled with a ce- <br /> ment/bentonite seal. The wells will be housed in alocking, <br /> traffic resistant box. A licensed surveyor will establish <br /> the surface elevation for each well. <br /> After the cement/bentonite grout has set for at least 32 <br /> hours, each well will be developed by bailing until the <br /> ground water is visually clear and free of sediment. During....- <br /> _ ......, <br /> development we we will monitor the turbidity, t- <br /> emperature, <br /> PH, and conductivity. Normally 3 to 5 well volumes are re- <br /> quired for development. Soil and water will be stored in <br /> 4 55-gallon drums and will become the <br /> property of 7-Eleven <br /> (the cost of their disposal is not included in this pro <br /> pogal) . Approximately 24 hours after well development, we <br /> Will accurately measure the depth to water in each well and <br /> r <br /> check for the presence of free product. Water samples will <br /> then be collected. Existing wells will also be purged and <br /> sampled at this time. <br />
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