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2900 - Site Mitigation Program
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PR0506810
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Last modified
3/4/2020 9:46:53 AM
Creation date
3/4/2020 9:44:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506810
PE
2950
FACILITY_ID
FA0004576
FACILITY_NAME
MITCHLER, E F CO
STREET_NUMBER
400
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14712005
CURRENT_STATUS
01
SITE_LOCATION
400 S LINCOLN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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1%./ NWO, <br /> 17 July 1997 <br /> AGE-NC Project No. 97-0324 <br /> Page 5 of 6 <br /> 1. Prepare a site health and safety plan in accordance with Occupational Safety and Health <br /> Guidance Manual for'Hazardous Waste Site Activities (Prepared by National Institute for <br /> Occupational Safety and Health Administration,U.S. Coast Guard and U.S. Environmental <br /> Protection Agency, 1985). <br /> 2. Notify the PHS-EHD 48 hours prior to commencement of any work, while securing proper <br /> city/county soil boring permits. <br /> 3. Boring locations will be marked at least 48 hours in advance for an Underground Service <br /> Alert (USP.) check of underground utilities or pipes. _. <br /> 4. Advance three probe borings using a van-mounted Geoprobe equipped with a 1.125-inch <br /> diameter probe rods. Probe borings will be advanced to depths of 25 feet bsg. Probe boring <br /> locations are illustrated on Figure 2. If field conditions indicate that impacted soil and or <br /> ground water is present, additional probe borings may be advanced. <br /> 5. Decontaminate sampling equipment in an Alconox solution and rinse twice with water prior <br /> to each sampling run. <br /> 6. Obtain discrete soil samples at five foot intervals beginning at five feet using a Geoprobe soil <br /> sampler assembly loaded with and a two-foot polyethylene soil sampling sleeve. <br /> 7. Preserve a section of the sleeve by covering both ends with Teflon sheets, capping, and <br /> sealing with tape. Label and Iog samples on a chain-of-custody form. <br /> 8. Collect a ground water samples from each probe boring. The ground water sample will be <br /> collected using a Geoprobe water sampling assembly. The samples will be collected in 40- <br /> ml, EPA approved VOA vials or preserved plastic containers. <br /> 9. Store the samples under ice and transport the samples in a chilled container to a State- <br /> certified laboratory for analysis. <br /> 10. Screen soil sample duplicates for the presence of volatile organics using a photo-ionization <br /> detector (Pl D) pre-calibrated to isobutylene. <br /> 11. Log borings in accordance with the Unified Soil Classification System. <br /> 12. Backfill each probe boring using a cement slurry in the entire depth of the probing. <br /> 13. Selected soil samples and ground water samples will be analyzed for total petroleum <br /> hydrocarbons Quantified as gasoline (TPH-g), volatile aromatics (benzene, toluene, ethyl <br /> benzene and total xylenes: BTE&X) and methyl tertiary butyl ether(MTBE) in accordance <br /> with the appropriate EPA methods. If field observations indicate that other petroleum <br /> hydrocarbons are present, additional analysis may be necessary. <br /> 14. Selected soil samples collected may be analyzed for the following metals; cadmium, <br />
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