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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 Re,i 2/95 <br /> Drilling and Sampling Soil Borings with Hollow-Stem Auger Drilling Equipment <br /> See Also Procedure: Typical Monitoring Well Detail, Sample Handling, Sample Equipment <br /> Decontamination <br /> Limitations: These procedures have been developed and adopted for utilization primarily <br /> for the assessment of fuel and motor oil constituents at underground storage <br /> tank or fuel spill sites. <br /> Conditions: The drilling location must be cleared of underground utilities by the property <br /> owners,representatives or USA alert. The location of overhead power lines <br /> may preclude all work. The first five feet of all borings will be hand augered <br /> to clear obstructions unless site utilities are well documented. <br /> Equipment: Iced Insulated Cooler Brass Sample Sleeves <br /> Plastic End Caps Teflon Sheeting <br /> Indelible Ink Marker Plastic Packing Tape <br /> Weighted Measuring Tape Logs and Field Note Book <br /> Electronic Water-Level Meter OVA <br /> Soil Borings <br /> Soil borings are advanced and sampled by truck-mounted drill rigs. The drill string will consist of pre- <br /> cleaned steel continuous flight hollow stem augers,drill rod and lead auger bit. The augers are rotated and <br /> advanced to the desired depth and lifted approximately 2-3 inches off bottom. A split-barrel,or California- <br /> modified sampler containing three,six-inch long,2%2 inch diameter brass sample sleeves is attached to one <br /> of two types of sampling mechanisms. With Central Mine Equipment Company (CME)-type equipment, <br /> the drill rod is withdrawn from the borehole and the sampler is attached to the end. The rod and sampler <br /> are re-inserted into the boring through the augers and run into the hole until bottom is tagged. The depth <br /> of the sampler is checked against the depth of the lead auger; they should be the same. When utilizing <br /> Mobile Drill-type equipment,the lead auger plug is withdrawn by wire line from the borehole bottom and <br /> retrieved to the surface. A sampler and down-hole hammer are attached and the apparatus is re-inserted into <br /> the borehole through the augers. The apparatus is run into the hole as described above. <br /> The sampler,once on bottom of the boring,is advanced with a cable or rope-cathead activated sampler with <br /> a 140-1b hammer and a 30-inch drop. The drops of the hammer,or blows are recorded. The first six inches <br /> to set sampler, second and third six-inch intervals are recorded, as blows per 6-inch. Typically 18-inch <br /> samplers with a 2.5 inch core bullet are utilized. Larger, longer split-barrel samplers up to 48 inches are <br /> utilized for continuous coring. Samples from the bottom(nose)and middle of the sampler are considered <br /> the most representative and undisturbed. The bottom,or deepest sample is used for laboratory analysis. The <br />
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