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ARCHIVED REPORTS_XR0008802
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WALNUT GROVE
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8960
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2900 - Site Mitigation Program
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PR0506456
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ARCHIVED REPORTS_XR0008802
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Last modified
6/22/2020 8:17:26 AM
Creation date
6/22/2020 8:00:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008802
RECORD_ID
PR0506456
PE
2950
FACILITY_ID
FA0007437
FACILITY_NAME
M & K GAS STATION
STREET_NUMBER
8960
Direction
W
STREET_NAME
WALNUT GROVE
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115029
CURRENT_STATUS
02
SITE_LOCATION
8960 W WALNUT GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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IGROUND ZERO ANALYSIS, INC. <br /> FIELD PROCEDURES <br />' Site Safety Plan <br />' The Site Safety Plan describes the basic safety requirements for field activities at the site The Site <br /> Safety Plan is applicable to personnel of Ground Zero Analysis, Inc (Ground Zero) and to <br /> subcontractors of Ground Zero Personnel scheduled to work at the site are briefed on the contents of <br />' the Site Safety Plan before work begins A copy of the Site Safety Plan is kept at the work site and is <br /> available for reference by appropriate parties during work at the site The onsite representative of <br /> Ground Zero is the designated Site Safety Officer <br /> Drilling Methods <br />' Before drilling begins, Ground Zero notifies Underground Service Alert of our intent to drill so <br /> that approximate locations of underground utility lines and structures can be marked The soil <br /> borings are typically started by hand augering to a depth of five (5) feet to minimize the possibility <br />' of damaging underground utilities <br /> The borings are advanced using a direct push rig (GeoProbe 5400 or equivalent) or a hollow stem <br />' auger rig (CME 55 or similar drill ng) equipped with continuous flight, hollow stem augers The <br /> augers and/or rods are steam cleaned before use in each boring to minimize cross-contamination <br /> of the borings The drill cuttings, if produced, are stored in type 17-E, 55-gallon steel drums or <br />' stockpiled onsite and covered with plastic before disposal at an appropriate facility <br />' Logging of Boring <br /> Soil cuttings and samples are logged using the Unified Soil Classification System The soil from at <br /> least one sleeve at each interval is placed in a sealed plastic bag The soil vapor is then analyzed in the <br />' field using a flame ionization detector (FID) or similar instrument to evaluate the presence of <br /> hydrocarbon vapors in the sample A portion of the sample is also extruded for examination of the <br />' texture, color, moisture, plasticity, and consistency of soil The physical characteristics and <br /> subjective evidence of hydrocarbons, such as soil staining, obvious product odor, and FID <br /> readings are noted in the field and on the Boring Logs <br /> 1 Soil Sampling in Borin s <br />' Soil samples for analysis and identification are typically collected at approximately 5-foot intervals <br /> from the borings during drilling Soil samples are collected by advancing the boring to a point dust <br /> above the sampling depth and then driving a California-modified, split-spoon sampler containing <br />' clean brass sleeves through the hollow center of the auger into the soil The sampler is driven 18 <br /> to 24 inches with a standard 140-pound hammer repeatedly dropped 30-inches The number of <br /> blows needed to drive the sampler each successive 6-inches is counted and recorded to evaluate <br /> the relative consistency of the soil Sampling equipment is cleaned between each use with a steam <br /> �� cleaner or with clean tap water and laboratory-grade detergent <br />
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