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2900 - Site Mitigation Program
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PR0517512
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Entry Properties
Last modified
11/1/2018 8:52:12 PM
Creation date
11/1/2018 3:15:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0517512
PE
2960
FACILITY_ID
FA0013476
FACILITY_NAME
FTG CONSTRUCTION MATERIALS, INC
STREET_NUMBER
925
Direction
W
STREET_NAME
ANDERSON
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
925 W ANDERSON ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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GROUND ZERO ANALYSIS, INC. Quality Control/Quality Assurance Plan <br />cylinder as well as its contents. During sampling, latex gloves will be worn to prevent cross <br />contamination with other samples. One pair of disposable gloves will be dedicated to each <br />sample collected. <br />Once the sample is collected, each end of the cylinder will be sealed with Teflon tape and then <br />capped with a polyethylene lid, taped, and labeled. The sample will then be individually sealed <br />in a ziplock bag and immediately placed in an ice chest containing dry ice or frozen chemical ice <br />for delivery to a state certified laboratory. Sample identification, storage and transportation will <br />be conducted as outlined in the previous section. <br />11.3 Sampling From Soil Piles Or Shallow Soil Pits <br />Soil samples will be collected and transported from excavated material in the manner described <br />in the previous section, however, a backhoe will not be utilized. If composite samples are <br />collected, four brass cylinders will be collected for every 50 cubic yards of material to be <br />samples unless otherwise specified by the lead regulatory agency. The samples will be <br />composited by the state certified analytical laboratory personnel prior to testing. <br />12.0 GROUNDWATER SAMPLING PROTOCOL <br />Prior to arriving at the sampling site, all sampling equipment will be washed with laboratory <br />grade detergent, and rinsed twice with tap water, and once with deionized water. This procedure <br />will be carried out on-site before sampling of other monitoring wells, if more than one well is to <br />be sampled with the same sampling device. <br />Immediately prior to sampling, the depth to water (DTW) in the well will be recorded. The <br />thickness of free phase LNAPL on top of the groundwater, if present, will be measured using an <br />interface probe. The procedure of monitoring is presented in Section 9.0 (Groundwater <br />Monitoring Protocol). If free LNAPL is detected, analysis of groundwater at the interface for <br />dissolve product will not be conducted. A product sample will be collected for source <br />identification, as needed. If free product cannot be removed, an interval specific sampling <br />device may be utilized to collect a sample from below the zone of free product. <br />Before collecting groundwater sample from a well, the well will be purged until indicator <br />parameters (temperature, conductivity and pH) stabilize. This will entail the removal of at least <br />three well casing volumes. Temporary storage of purged water is outlined in Section 10.0, <br />(Well Development Protocol). The indicator parameter measurements will be taken both before <br />and after purging of each well casing volume. Once the well is purged and indicator parameters <br />have stabilized, a sample will be collected after the water level approaches 80 percent of its <br />initial elevation. Where water level recovery is slow, the sample will be collected after <br />stabilization is achieved and enough water is present to fill sample container. <br />Cross contamination from transferring pumps (or bailers) from well to well will be avoided by <br />utilizing dedicated equipment. Where this is not feasible, thorough cleaning of equipment will <br />be performed between sampling rounds. Sampling will proceed from the least contaminated to <br />G: \GROUNDZE\QAQC\QAQC.doc <br />7 <br />
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