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2900 - Site Mitigation Program
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PR0535888
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Last modified
3/11/2019 10:04:28 AM
Creation date
3/11/2019 9:42:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535888
PE
2957
FACILITY_ID
FA0005277
FACILITY_NAME
A W HAYES
STREET_NUMBER
2005
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331010
CURRENT_STATUS
01
SITE_LOCATION
2005 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Ramcon Standard Procedures <br /> Standard Procedure 2 Drilling and Sampling Soil Borings <br /> second sample may be used for headspace analysis and lithologic description,and may be retained for later <br /> office evaluation or sieve-size analysis. Sieve-size analysis will consist of composite samples representative <br /> of the screened interval where appropriate. <br /> Samples are removed from split-barrel sampler and immediately sealed with Teflon sheeting,then capped <br /> with plastic caps. Where fuel hydrocarbons are of interest, plastic strapping/packing tape is utilized to <br /> secure the cap on the sample. The sample is immediately placed in an iced cooler. Where appropriate, a <br /> plastic bottle of deionized water is used to verify cooler temperature upon receipt at the analytical laboratory. <br /> Soil or Sample Description <br /> Soil samples are described in the field in accordance with ASTM D 2488-90. This procedure incorporates <br /> a practical procedure to essentially implement the Unified Soil Classification (USCS) system with hand <br /> samples. Where required, samples may be relinquished to a testing laboratory for sieve size, hydrometer, <br /> or additional testing to establish liquid limit values,etc. Pertinent structures and features including moisture <br /> content, bedding, rootlets, or other indications of secondary porosity are included in the description. <br /> Regolith or bedrock is described in accordance with American Association of Petroleum Geologists(AAPG) <br /> criteria. In either case,depth to first groundwater,odors or staining are included in the sample descriptions. <br /> Confining Layers,Drilling and Sampling below the Water Table <br /> Samples are typically collected at five-foot intervals. Drill cuttings are evaluated in the intervals between <br /> samples, and samples may be collected at zones of interest between sample intervals. These zones may <br /> include changes in lithology, discernable odor or staining, or moisture content changes. Unless the site <br /> lithology and hydrogeology is well documented and understood with respect to contamination,borings will <br /> not be drilled through contaminated zones,and through subsequent confining layers beneath the water table. <br /> In instances where the borings are the first historical data source on site, borings may terminate upon <br /> encountering more than three feet of clay or aquiclude beneath the water table. <br /> Heaving or Flowing Sands <br /> Where liquefaction of formation occurs below the water table impairing sample collection, potable water <br /> may be added to the augers to equalize the hydrostatic pressure and allow sample collection for lithologic <br /> description. If site hydrogeology is well understood and documented,the bit may be capped to allow drilling <br /> and subsequent monitoring well construction. The quantity of water added will be documented for removal <br /> during development or purging. <br /> Field Sample Headspace Organic Vapor Analysis: <br /> Soil samples collected from zones of interest are evaluated after sample description by field screening with <br /> an OVM. The samples are obtained from the sampler as described above. The organic vapor analyzer <br /> HAWPDATAIMIKEIPR0CEE=B0RE 1 av 2 of 3 <br />
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