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GeoEngineers 10/17/2016
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GeoEngineers 10/17/2016
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Last modified
11/16/2016 11:02:41 AM
Creation date
11/16/2016 11:02:30 AM
Metadata
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Template:
Contracts
Contractor's Name
GeoEngineers
Approval Date
10/17/2016
End Date
12/31/2016
Department
Facilities
Department Project Manager
Mike Palacios
Subject / Project Title
Smith St Mill Property Phase II ESA
Tracking Number
0000321
Total Compensation
$39,300.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
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Page 1 of 3 <br /> EXHIBIT A <br /> Work Order Form <br /> ENVIRONMENTAL SERVICES PROJECT SCOPE AND ESTIMATE <br /> Project Title: Phase II ESA—Former Smith Street Sawmill W.O. # 1 <br /> 1. Project Scope: <br /> CONSULTANT will perform a Phase II environmental site assessment(ESA)for the approximate 4.7-acre Former <br /> Smith Street Sawmill property located at 3600 Smith Avenue (Snohomish County Tax Parcel Numbers <br /> 00-5760-019-000-05, 00-5760-019-000-06, 00-5760-043-000-02, 00-5760-012-000-03, 29-0529-003- <br /> 008-00,29-0529-002-012-00,29-0529-003-030-00 and 29-0529-003-010-00) in Everett,Washington.The <br /> Phase II ESA is requested to assist City staff in evaluating potential environmental liabilities associated with <br /> ownership and potential redevelopment of the subject property. <br /> The proposed Phase II ESA scope of services includes collection of soil and groundwater samples at the subject <br /> property in areas associated with potential sources of contamination identified in the Phase II ESA report. <br /> Those sources include possible past heating oil use, sawmill equipment operations, sawmill maintenance, <br /> historic fuel storage, a below-grade sump in the sawmill maintenance building, electrical transformers, <br /> imported fill of unknown origin, building material waste, and possible contamination migration from off-site <br /> known or suspected sources of contamination. No wood treatment activities were reported to have taken place <br /> at the subject property in the past. <br /> The general scope of the Phase II ESA is a geophysics investigation to check for possible underground storage <br /> tanks (USTs), collection of surface and subsurface soil samples from excavated test pits, and collection of <br /> subsurface soil and one-time grab groundwater samples from direct-push soil borings.We understand that the <br /> buildings and debris will generally be cleared from the property before the Phase II ESA field investigation.Test <br /> pits provide an opportunity to observe soil conditions in the upper 10 to 12 feet and collect soil samples from <br /> locations where contaminants are suspect.We are proposing to also use direct push exploration and sampling <br /> to assess deeper soil than the test pits explorations can likely attain and to obtain more representative <br /> groundwater samples. The Phase II ESA scope presented below is a screening-level assessment to target <br /> potential source areas;supplemental investigations may be needed to delineate contaminant impacts(if any) <br /> to soil or groundwater or to develop remediation cost estimates. Tasks associated with the Phase II <br /> investigation are as follows: <br /> Field Investigation <br /> Coordinate site access with site and City representatives. Coordinate the geophysics, drillers and backhoe <br /> subcontractors for planned investigation activities. <br /> 1. Prepare an exploration sampling and analysis plan (SAP) and site health and safety plan (HASP) prior to <br /> the start of field work.The exploration plan will be distributed to the City for review and comment before <br /> beginning exploration field activities. <br /> 2. Subcontract a geophysics investigation to check for possible USTs. <br /> 3. Mark proposed exploration locations in the field and notify public utilities to mark utilities in the vicinity of <br /> the proposed exploration locations.Subcontract with a private utility locate service to identify underground <br /> utilities on the property prior to sampling. <br /> 4. Observe and document one day of subcontracted direct-push drilling, approximately 6 to 8 borings to <br /> maximum depth of 15 feet below ground surface (bgs). Discrete soil samples will be obtained at <br /> approximately 2-foot depth intervals from the direct-push exploration continuous cores. <br />
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