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2900 - Site Mitigation Program
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PR0516739
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Entry Properties
Last modified
2/14/2019 10:33:08 AM
Creation date
2/14/2019 10:27:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516739
PE
2950
FACILITY_ID
FA0012765
FACILITY_NAME
GLEASON PARK PROPERTIES
STREET_NUMBER
0
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
CALIFORNIA ST
QC Status
Approved
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EHD - Public
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City of Stockton Redevelopment Agency B34604.01a <br /> February 16, 2001 Page A -2 <br /> foot increments as the boring fills with ut. SON for groundwater monitoring well installation <br /> are described in a subsequent paragraph( f pertinent to this investigation). <br /> Soil cuttings generated during drilling will be containerized in United States Department of <br /> ' Transportation(DOT)-approved drums. Typically,the stockpiled soil is characterized by collecting <br /> and analyzing composite samples from the stockpile. Twining can recommend an appropriate <br /> method for disposition of the cuttings based on the analytical results. Disposal will be the <br /> ' responsibility of the client. <br /> Standard Operating Procedures for Hand Augering and Soil Sampling <br /> Subsurface assessment permits,if required,are filed with the appropriate regulatory agencies prior <br /> to conducting field operations. Sampling equipment is thoroughly cleaned before,during,and after <br /> ' each use according to Twining's"Standard,Operating Procedures for Equipment Decontamination". <br /> Hand auger soil borings are between 1.5 and 3.0 inches in diameter depending upon the size of the <br /> auger. These soil borings are advanced by turning the hand auger handle repeatedly which causes <br /> the auger bit to cut into the soil. After approximately 6 inches of advance,the bucket of the auger <br /> fills with soil cuttings and it is then remo ed from the borehole and the cuttings are emptied. The <br /> ' auger is then replaced in the borehole to advance another 6-inch interval. In this manner the <br /> borehole is extended to the designated sampling depth. <br /> ' Soil samples are collected from hand auger soil borings by lowering a soil sampler equipped with <br /> a stainless-steel retention sleeve into the andisturbed soil at the bottom of the borehole. The soil <br /> sampler is then driven approximately 6 i ches using a slide hammer. <br /> ' The soil borings are abandoned by grouting with a 6-sack cement slurry containing 3 to 5 percent <br /> bentonite, or backfilling with clean soil. Abandonment procedures depend upon the boring depth, <br /> ' depth to groundwater, project objectives, and regulatory requirements. <br /> Soil cuttings generated during hand aug ' gaze either replaced in the borings, <br /> Standard Operating Procedures for Groundwater Monitoring Well Sampling <br /> Standard operating procedures (SOPs) used by The Twining Laboratories, Inc. (Twining) when <br /> ' sampling groundwater monitoring wells are presented below. Twining observes these procedures <br /> in order to obtain consistent, reliable data. <br /> Groundwater sampling will be perform& following development, or when the post-development <br /> water level in the well has returned to the static level. before purging and sampling is performed, <br /> the depth to water and the total well depth,will be measured. If floating hydrocarbons are suspected, <br /> ' a bottom-filling clear bailer,or hydrocarbon-detecting paste bailer,or interface probe may be used <br /> to record floating hydrocarbon thickness. Depth to water will be measured with an electric sounder, <br /> according to Twining's "Standard Operating Procedures for Measuring Depths to Water and <br /> ' Calculating Groundwater Elevations". <br />
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