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PR0523853
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Last modified
2/6/2020 9:21:06 AM
Creation date
2/6/2020 8:24:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523853
PE
2965
FACILITY_ID
FA0012794
FACILITY_NAME
STOCKTON PORT DISTRICT
STREET_NUMBER
0
Direction
W
STREET_NAME
HOUSE
STREET_TYPE
RD
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
W HOUSE RD
QC Status
Approved
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EHD - Public
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Sampling and Analysis Plan (SAP) will be developed for the field activities. All field activities <br /> will be conducted using standard Geomatrix field protocols. Analytical services for soil and <br /> water chemical analyses will be performed by Precision Enviro-Tech(PET), the Port's <br /> contracted analytical laboratory. <br /> TASK 1 —DESCRIPTION OF HYDROLOGIC SETTING <br /> Geomatrix will conduct a technical analysis of the hydrology of the Roberts Island site. This <br /> task will review existing reports and data concerning the surface and subsurface hydrology of <br /> the site and will include a site reconnaissance to identify any pertinent hydrologic features that <br /> might affect the hydrology of the site. The review will include previous reports written on <br /> behalf of the Port for site assessments of nearby dredge placement areas, reports by the Army <br /> Corps of Engineers (ACOE) regarding dredge placement sites on Roberts Island, and published <br /> reports on the hydrology and hydrogeology of Roberts Island and/or nearby delta lands <br /> (including Rough and Ready Island and the Port of Stockton). <br /> The deliverable for this task will be a description of the hydrologic setting including regional <br /> surface water(rivers, sloughs, canals, drainageways), groundwater(stratigraphy, groundwater <br /> occurrence, water quality, and usage), and groundwater/surface water interactions. <br /> TASK 2—EVALUATION OF VADOSE ZONE <br /> This task will provide the background data needed to evaluate the ability of the existing soils to <br /> mitigate potential releases of dissolved metals and other constituents in the dredged material. <br /> Five soil borings will be drilled across the 40-acre disposal site (Figure 1). Each boring will be <br /> advanced, using a hollow-stem auger rig, until the boring reaches the water table (estimated to <br /> be within about 10 feet of the surface). Continuous core samples will be taken using a sleeved, <br /> split-spoon sampler. Samples will be collected where significant breaks in lithology are noted. <br /> It is estimated that three samples per boring will be submitted for physical analysis (grain size <br /> and permeability), and four samples per boring will be submitted for chemical analysis (pH, <br /> cation exchange capacity, and organic carbon content). The physical analyses will be done to <br /> provide a relative measure of the hydraulic conductance of the vadose zone. Although <br /> infiltrometer testing was recommended by the RWQCB,when the dredge materials are <br /> introduced onto the surface, the surface infiltration capacity will be significantly changed from <br /> pre-placement conditions and reduce the quantitative value of the infiltrometer tests. We <br /> believe the physical testing will provide sufficient information to estimate the amount of water <br /> JAMARKET\PROPOSAL\2000 Props\6988-POS\Amended work plan.doc 2 <br />
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