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SPDSS_Task33-2_Phase3_StreambedConductanceTestingWorkPlan
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SPDSS_Task33-2_Phase3_StreambedConductanceTestingWorkPlan
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Last modified
4/17/2013 9:16:30 AM
Creation date
6/9/2008 11:25:35 AM
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Decision Support Systems
Title
SPDSS Task 33.2 - Phase 3 Field Study Work Plan for Streambed Conductance Testing and Water Level Measurment
Description
This document presents the Field Study Work Plan design, Task 33.2 of Phase 3 of the South Platte Decision Support System (SPDSS).
Decision Support - Doc Type
Task Memorandum
Date
8/3/2005
DSS Category
Groundwater
DSS
South Platte
Basin
South Platte
Contract/PO #
C153953
Grant Type
Non-Reimbursable
Bill Number
SB01-157, HB02-1152, SB03-110, HB04-1221, SB05-084, HB06-1313, SB07-122
Prepared By
CDM
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Section 3 <br />Field Data Collection Procedures <br />This section describes field activities to be undertaken under Tasks 34 and 39. All <br />work will be done according to a CDM-approved health and safety plan to be <br />prepared as part of the Task 34 field preparation and access activities. The health and <br />safety plan will provide applicable health and safety procedures, emergency contacts, <br />and the route to the hospital from the general areas to be studied. All field data will <br />be recorded an a manner consistent with procedures provided in Appendix A. <br />3.1 Task 34 Field Work for streambed Conductance Data <br />Collection <br />All 30 sites will be characterized as follows: <br />^ A temporary benchmark will be established and all transect measurements <br />referenced to it. <br />^ Across-section of the channel geometry will be measured. <br />^ A preliminary boring will be sampled at each site to determine initial site <br />conditions and depth of streambed sediments. <br />^ After the depth of the streambed sediment is determined (if present), a temporary <br />piezometer will be driven to a depth of approximately 3 feet below the stream <br />bottom, or to refusal, and used to determine the vertical hydraulic gradient across <br />the streambed sediment. <br />^ Based on the results of the preliminary boring, a transect across the channel of up <br />to three core holes, each to a depth of up to 3 feet below the stream bottom, will be <br />sampled. <br />^ A temporary piezometer will installed at the hydraulic conductivity testing <br />location, within approximately 2 feet of one of the coring locations, and hydraulic <br />conductivity testing will be performed. <br />^ The temporary benchmark will be surveyed by a Colorado licensed surveyor <br />following the field program. <br />Depending on physical constraints at the particular transect, testing and coring may <br />be done from a boat or bridge if necessary. All transects will be photographed. All <br />testing methods will be performed in accordance with published methods or <br />applicable American Society for Testing and Materials (ASTM) methods. Details of <br />the methods to be used are presented below. Section 2.1 discusses the selection and <br />locations of sampling sites. <br />`~ ~ <br />3-1 <br />FINAL SPDSS T33 WORK PLAN &3-OS.DOC <br />
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