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GC 2010 PRRIP
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Last modified
2/21/2013 11:55:32 AM
Creation date
1/25/2013 4:59:45 PM
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Water Supply Protection
Description
Platte River Recovery Implementation Program (PRRIP) Governance Committee (GC) Meeting agendas, contracts, emails, budgets, related reports, minutes, notes, etc. 2010
State
CO
NE
WY
Basin
South Platte
Water Division
1
Date
1/1/2010
Author
Platte River Recovery Implementation Program (PRRIP)
Title
Platte River Recovery Implementation Program (PRRIP) Governance Committee (GC) Meeting documents for 2010
Water Supply Pro - Doc Type
Meeting
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A S S 0 C I A T E S <br />EXHIBIT "A" TO <br />LETTER AGREEMENT BETWEEN CLIENT AND OLSSON, DATED February 18, 2010 <br />DESCRIPTION OF BASIC PROFESSIONAL SERVICES <br />This is an exhibit attached to and made a part of and attached to the Letter Agreement for <br />Professional Services dated February 18, 2010, ( "Agreement ") between The Nebraska <br />Community Foundation of Lincoln, Nebraska ( "Client "), representing all signatories to the Platte <br />River Recovery Implementation Program, and Olsson Associates ( "Olsson ") providing for <br />as indicated below. <br />GENERAL <br />Olsson shall perform for Client professional services in all phases of the Project to which this <br />Agreement applies in accordance with the Agreement and as hereinafter provided. These <br />services will include serving as Client's professional representative for the Project, providing <br />professional consultation and advice and furnishing customary services incidental thereto. <br />These services build on the prior work summarized in the "CNPPID Reregulating Reservoir, <br />Elwood and J -2 Alternatives Analysis Project Report" (Phase I study) completed by Olsson. <br />PART 1 - J -2 Return Reservoir Alternative Field Investigation BASIC SERVICES <br />1.01 Land Survey <br />A. LiDAR spot elevation data will be provided to Olsson by the Client. Olsson shall utilize <br />the LiDAR data to update the ground surface elevations and contours through the J -2 <br />Return Alternative 2, Areas 1 and 2. Olsson shall compare the LiDAR elevations to the <br />ground survey data collected in items B and C below to evaluate the vertical accuracy of <br />the data. <br />B. Seven cross sections will be collected between Phelps Canal flume and the proposed <br />Area 1 intake structure to be used in the future phase for Phelps Canal capacity <br />analysis. The cross sections will be recorded relative to state plane coordinates and <br />NAVD 88 vertical datum. <br />C. Section corners will be researched and found in the field for the set corners near J -2 <br />Return Alt 2 Area 1 and 2. The section corners will aid in the development of landrights <br />during future phases. <br />1.02 Geotechnical Investigation <br />A. A geotechnical field investigation will be performed in order to identify subsurface <br />conditions and collect samples for laboratory analysis to assist in the future design <br />phase for J -2 Alternative 2 Areas 1 and /or 2. The intent is to collect samples and drill <br />borings while the crop ground is still frozen to minimize damage to the ground and <br />interference with spring planting. The laboratory work will be conducted and the results <br />recorded however the geotechnical analysis will be conducted in future phases. <br />Page 1 <br />
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