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EHD Program Facility Records by Street Name
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YOSEMITE
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1985
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2900 - Site Mitigation Program
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PR0543949
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Entry Properties
Last modified
7/27/2020 6:28:30 PM
Creation date
7/27/2020 4:22:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0543949
PE
2960
FACILITY_ID
FA0024995
FACILITY_NAME
TED PETERS TRUCKING COMPANY
STREET_NUMBER
1985
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
20014019
CURRENT_STATUS
01
SITE_LOCATION
1985 W YOSEMITE AVE
P_LOCATION
04
QC Status
Approved
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i <br /> Classification System. Laboratory quantification wil be conducted on samples at the interval <br /> showing substantial signs of petroleum hydrocarbons. The specific samples which will be <br /> submitted to the laboratory will be determined by the n site supervising geologist. <br /> .s . <br /> All soil samples collected and not submitted to the lab ratory for analysis will be screened in the <br /> field with a PID (Thermodine 580B) for the presence f volatile aromatics. Due to high rainfall <br /> far the past two years, it is expecte t a -m©re-th �avo_soil_.samples will_be.collected before <br /> the first water interface or capillary fringe is encounter d. <br /> i <br /> Grab water samples will be collected through a two inch well casing, temporarily installed in <br /> each soil boring. It is our experience in the past, that a representative water sample can be <br /> collected from this shallow water interface through the temporary casing. The overall depth of <br /> the soil boring is not expected to be greater than 15 f t. Ten feet of Schedule 40 P.V.C. blank <br /> followed by five feet of a Schedule 40 P.V.C. screened interval creening interval will be <br /> of.01" slot size and placed so that all fie feet of scree will be below the static water level The <br /> exact depth and or location of the well creep will determined in the field by the on site <br /> geologist, during the drilling of each soil boring. <br /> A detailed soil boring log with the screened interval location will be completed for each sample <br /> point installe <br /> A minimum of two discrete soil samples ill be colle ted from the soil boring from appropriate <br /> ons representing the ve geo ogic strata and by field indications of contamination. One <br /> sample from the vadose zone and one at the capillary fringe. Each of the samples will be <br /> collected with a clean stainless steel driven core sa ler. A new, clean 2 inch x 6 inch brass <br /> sample tube will be used to contain the sample collectA. Upon completing the collection of the <br /> undisturbed sample, the brass tube containing the soi I sample will be sealed with Teflon tape, <br /> clean plastic end caps, duct taped, labeled and placet in a chilled ice chest To ensure sample <br /> integrity all hand augering equipment and the drive sa pler will be decontaminated with a steam <br /> cleaner between each sample point. A sample Chain-3f-Custody (COC) will be initiated and all <br /> samples will be labeled and entered into the (COC) al the time of collection. The samples will <br /> be placed into a ice chest with ice and blue ice to maintain a level of 4 degrees celsius while in <br /> transit to the laboratory. Samples submitted to Sherwood Analytical Laboratory in Hilmar, <br /> California; DHS Certification #1400 will be requested to be analyzed for TPH- Gasoline, (EPA <br /> Method 8015 Mod, B.T.X.E.- Benzene, Toluene, Et yl Benzene, Total Xylene (EPA Method <br /> 8020) and Oxygenates MTBE., TAME, DIPS, ETBE, TBA, (EPA Method 8260) <br /> The following summary table indicates the detection limits requested from the laboratory. <br /> TED PETERS TRUCKING 1 MAP FIECA WORKPLAN <br /> 3 <br />
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