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FINAL SAMPLING AND ANALYSIS PLAN - Documents for Moffett Field

FINAL SAMPLING AND ANALYSIS PLAN - Documents for Moffett Field

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Process<br />

Table 11-1. Data Quality Objectives Summary<br />

Pre-Construction and Confirmation Sampling<br />

Response<br />

3. If the PCBs and lead concentrations in the post-construction confirmation<br />

concrete wipe samples exceed the regulatory limits listed in Worksheet 15, then<br />

the concrete floor will be decontaminated and re-sampled.<br />

If the PCB and lead concentrations in the post-construction confirmation<br />

concrete wipe samples are within the regulatory limits listed in Worksheet 15,<br />

then no further action is required.<br />

4. If the concentrations of PCBs, lead and asbestos in post-construction<br />

confirmation sediment samples (if sediment is present after pressure washing)<br />

are above the concentrations found in baseline/pre-construction samples,<br />

sediment will be removed and the stormwater trench will be rewashed.<br />

If the concentrations of PCBs, lead and asbestos in post-construction<br />

confirmation sediment samples (if sediment is present after pressure washing)<br />

are within the concentrations found in baseline/pre-construction samples, no<br />

further action is required.<br />

5. If the results of PCBs, TPHs, SVOCs, PAHs, asbestos, metals and pH in import<br />

soil samples are within the regulatory limits listed in Worksheet 15, then the soil<br />

is considered clean and will be imported to the site.<br />

If the results of PCBs, TPHs, SVOCs, PAHs, asbestos, metals or pH in import<br />

soil samples are above the regulatory limits listed in WS 15, then another import<br />

soil source will be identified and soil samples will be collected and analyzed.<br />

Regulatory limits <strong>for</strong> PCB, lead, and asbestos concentrations are presented in<br />

Worksheet 15.<br />

Step 6<br />

Specify<br />

per<strong>for</strong>mance or<br />

acceptance<br />

criteria<br />

Step 7<br />

Develop the plan<br />

<strong>for</strong> obtaining the<br />

data<br />

Laboratory data will be developed using EPA protocols, and the reported data will be<br />

evaluated using AMEC QA and quality control (QC) procedures.<br />

To minimize error samplers will be trained and samples will be collected in accordance<br />

with procedures described in this SAP.<br />

The laboratories will be evaluated by the Naval Facilities Engineering Services Center<br />

(NFESC) or will hold the Department of Defense (DoD) Environmental Laboratory<br />

Accreditation Program (ELAP) certification, and the Cali<strong>for</strong>nia Department of Public<br />

Health ELAP certification (<strong>for</strong> methods certified by Cali<strong>for</strong>nia). Laboratory standard<br />

operating procedures (SOPs) will comply with DoD Quality System Manual (QSM)<br />

version 4.1.<br />

The sampling design is presented in Worksheet 17.<br />

Final Sampling and Analysis Plan<br />

Installation Restoration Site 29, Hangar 1<br />

Former Naval Air Station, <strong>Moffett</strong> <strong>Field</strong>, <strong>Moffett</strong> <strong>Field</strong>,<br />

Cali<strong>for</strong>nia<br />

DCN: AMEC-8816-0005-0039<br />

April 2010<br />

Page 11-3

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