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Last modified
10/23/2018 11:25:27 AM
Creation date
10/4/2018 12:29:24 PM
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Contracts
Company Name
NINYO & MOORE
Contract #
A-2018-189
Agency
PUBLIC WORKS
Council Approval Date
8/21/2018
Expiration Date
8/20/2021
Insurance Exp Date
5/1/2019
Destruction Year
2026
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RFP No. 18-043 Al - Environmental Site Assessment <br />Work Plan <br />• Ninyo & Moore will prepare a detailed work plan for the Phase II ESA. The work plan will be prepared <br />in accordance with the regulatory requirements and will include a health and safety plan. The HASP <br />will be prepared in accordance with CCR Title 8, Section 5192 and 29 CFR 1910.120. The work plan <br />will be submitted to the City for review and approval prior to submittal to the RWQCB. The chemicals <br />of potential concern (COPCs) will likely be TPH and VOCs. <br />Focused sampling consisting of advancing 12 soil borings proposed in areas around the site where <br />known and suspected release of contaminants has taken place. The borings are proposed to collect <br />soil vapor, soil, and potentially grab groundwater samples. Proposed locations of the soil borings and <br />the wells will be based on the results of the Phase I ESA. The soil borings will be proposed to be <br />advanced until groundwater is encountered. <br />Pre -Field <br />• After approval of the work plan, Ninyo & Moore will obtain all necessary permits required to <br />implement the Phase 11 ESA activities and coordinate access with the City and on-site personnel. <br />• During the pre -field activities we will locate and mark all proposed boring locations with white paint, <br />then notify Underground Service Alert three business days in advance of the sampling. <br />• Prior to conducting subsurface activities, we will perform a geophysical survey to evaluate for the <br />presence of subsurface equipment, utilities, structures, and conveyances. The survey will be <br />conducted concurrent with the site investigation. A combination of electromagnetic induction, <br />magnetometry, ground -penetrating radar and a utility locator with line tracing capabilities may be <br />used during the survey. Proposed boring locations may be adjusted based on suspected utility <br />conflicts identified. <br />Soil and Groundwater Investigation <br />• The subsurface investigation will include advancement of 12 direct -push soil borings by a licensed <br />drilling subcontractor. as shown on the attached Figure 1 (Appendix C) to first encountered <br />groundwater, which is estimated to be at approximately 10 feet bgs. The presence of petroleum <br />hydrocarbons (and associated thickness) will be recorded on the boring logs. The investigation will <br />be conducted under the direct supervision of a California -registered professional geologist. <br />• Soil samples from exploratory borings will be collected at approximately 5, and 10 feet bgs for <br />analytical testing. A portion of each soil sample collected will be placed in a clean glass jar or zip -tight <br />bag, placed in a warm area for approximately 15 minutes, and measured for VOCs using a calibrated <br />photo -ionization detector. The readings will be recorded on the boring logs. <br />• The soil samples will be delivered to a State of California certified environmental analytical laboratory <br />under standard chain -of -custody and with the samples properly preserved. The COPCs and their <br />associated analytical methods are listed below: <br />o TPH by EPA methods 8015B/5035. <br />o VOCs by EPA methods 826013/5035. <br />• Select grab groundwater samples may be collected from each boring using a Hydropunch® module <br />to evaluate the extent of the dissolved plume at the site and sampled for the same constituents as for <br />soil samples noted above. The depth to groundwater will be recorded and the groundwater will be <br />inspected for the presence of free product using an interface probe. <br />Soil Vapor Survey <br />• A soil vapor survey will be conducted at the site to determine whether significant VOCs are <br />emanating from the subsurface and off -gassing from the groundwater table and migrating into indoor <br />air of future site building structures. Following completion of the 12 borings into dual -nested soil <br />vapor probes, the probes consisting of temporary implants will be sampled at approximately 5 and 9 <br />feet bgs (above the water table) in general accordance with the DTSC/RWQCB (2015) Advisory for <br />Active Soil Gas Investigations soil gas sampling protocol. Soil vapor samples will be analyzed for the <br />full suite of VOCs by EPA Method 82608 by a California certified on-site mobile laboratory. <br />Ninyo & Moore I City of Santa Ana - (A1) Environmental Site Assessment 1 05-00713 1 June 5. 2018 <br />
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