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2900 - Site Mitigation Program
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PR0539520
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Last modified
2/21/2020 4:50:46 PM
Creation date
2/21/2020 2:11:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0539520
PE
2950
FACILITY_ID
FA0022603
FACILITY_NAME
LIMITED PHASE II ESA
STREET_NUMBER
10842
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19333028
CURRENT_STATUS
01
SITE_LOCATION
10842 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Work Plan for Phase II ESA September 11, 2014 <br /> Pap6 Properties, Inc. 10842 S Harlan Rd, French Camp, CA <br /> SCOPE OF WORK <br /> Appropriate investigative methodologies will be employed to assess the potential impacts to the subject <br /> property. <br /> 1.5 Drill Borings and Sample Soil and Groundwater <br /> • The proposed boring locations will be marked in white paint and Underground Service Alert and <br /> the property owner will be notified at least three (3) business days prior to drilling. <br /> • A drilling permit for the soil borings will obtained from the LOP. <br /> • Four (4) soil borings will be drilled at locations shown on Figure 2. The borings will be 2-inches <br /> in diameter and will be installed with direct-push (Geoprobe)technology by a drilling contractor <br /> with a current C-57 license. The drilling contractor will hand vacuum to five (5) feet for utilities <br /> prior to utilizing direct push. Up to two (2) additional borings may be installed, depending upon <br /> site conditions and the opinion of the geologist onsite. <br /> • The soil borings will be continuously sampled and field screened for the presence of petroleum <br /> hydrocarbon vapors using a photoionization device (PID). <br /> • Soil samples will be collected in each boring at intervals of five (5) feet,to a depth of up to 24 <br /> feet. The ends of each soil sample will be secured with plastic caps and the sampled will be <br /> labeled. <br /> • If groundwater is encountered, one grab groundwater sample will be collected from each boring <br /> using a low-flow pump. Water samples will be collected in new, clean VOAs provided by the <br /> laboratory. <br /> • Soil and water samples will be submitted to a State-certified laboratory for analytical testing. <br /> • Each boring will be backfilled with neat cement grout in accordance with LOP requirements and <br /> concrete patch will be applied to the top four(4) inches of the boring. <br /> • Investigative-derived wastes will be placed in DOT-approved steel drums, sealed, and labeled <br /> pending results of the analytical report. If the contents are determined to be hazardous,they <br /> will be transported to an appropriate TSDF by a licensed hazardous-waste disposal contractor. <br /> 1.6 Laboratory Analysis <br /> • Soil samples will be analyzed for Total Petroleum Hydrocarbons (TPH) as Diesel by EPA Method <br /> 80156, with Silica Gel Cleanup. <br /> • Water samples will be analyzed for Naphthalene and BTEX by EPA Method 8260B. <br /> QUALITY ASSURANCE/QUALITY CONTROL PLAN (QA/QC) <br /> 1.7 Field QA/QC <br /> • Sampling instruments will include a stainless steel hand auger, stainless steel Power Probe with <br /> probe sections lined with dedicated non-reactive plastic sleeves and sample vessels. <br /> • Sampling staff will wear clean, disposable nitrile gloves for each sample collected to reduce the <br /> risk of cross-contamination. <br /> ® PA004.02PH11(14) <br /> 2 1:\Pape\004 Kenworth\02.French Camp\2014\Phase II ESA Work Plan.docx <br /> �nLLUOrf. <br />
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