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PR0535342
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4700 - Waste Tire Program
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PR0535342
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Entry Properties
Last modified
7/29/2020 5:32:38 PM
Creation date
7/22/2020 8:36:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4700 - Waste Tire Program
RECORD_ID
PR0535342
PE
4740
FACILITY_ID
FA0020390
FACILITY_NAME
RENEWED RESOURCES CORP
STREET_NUMBER
29425
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25312026
CURRENT_STATUS
02
SITE_LOCATION
29425 S MACARTHUR RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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GEOPROBE OPERATION <br /> CATEGORY: GEO 4.12 P"I"Is March 1998 <br /> 1 . Introduction <br /> 1 .1 Scope <br /> This document provides basic information on the operation and application of the <br /> Geoprobe Model 8-A hydraulic sampler for subsurface investigations. E&E uses the Geoprobe <br /> for hazardous waste site investigations. In addition, field procedures and limitations of the <br /> Geoprobe are discussed. This document is meant to be used in conjunction with other E &E <br /> standard operating procedures for field operations and incorporates all of the safety precautions <br /> that should be followed when planning a Geoprobe subsurface investigation. <br /> 1 .2 Objectives <br /> Geoprobes can collect one-time subsurface samples to determine the presence and/or <br /> extent of contaminants in soil gas, groundwater, and soils with a minimum disturbance of the <br /> ground surface. The Geoprobe Model 8-A is a hydraulically powered, van-mounted subsurface <br /> sampling device capable of collecting subsurface soil gas samples, subsurface soil samples, and <br /> groundwater samples. The information obtained from the Geoprobe investigation can be used to <br /> define the extent of contamination in the area and assist in determining the placement of <br /> monitoring wells. <br /> 1.3 Method Selection Considerations <br /> The Geoprobe provides a means of rapidly assessing the presence of contaminants in <br /> near-surface unconsolidated soils. The Geoprobe 8-A can penetrate much farther in dry, loose <br /> soil than in tightly bound clay and is not recommended for use in rocky soils or tightly com- <br /> pacted glacial till deposits. Other subsurface investigation methods should be considered for <br /> sampling in consolidated deposits. Use of the Geoprobe 8-A in these situations may result either <br /> in damage to the Geoprobe or injury to the operator. <br /> 2. Description <br /> The Geoprobe 8-A is a hydraulically powered probing device. The unit consists of a <br /> powered percussion hammer that is slide-mounted on a derrick and has a 3.5-foot stroke. The <br /> derrick assembly hydraulically folds and unfolds from the traveling or storage position in the rear <br /> compartment of the van. The derrick is also adjustable in both the fore and aft directions, as well <br /> as angle, to ensure the derrick is vertical. There are no side-to-side adjustments on E &E's <br /> commercial Geoprobes. <br /> The Geoprobe 8-A uses the weight of the van and a hydraulically powered percussion <br /> hammer to advance 3-foot-long rods into the ground. The probe rods are hardened steel with an <br /> inside diameter (ID) of 0.5 inch and an outside diameter(OD) of 1 inch. The operator controls <br /> the hydraulic hammer through the use of levers, and the helper assists by adding sections of rod. <br /> 1 <br />
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