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PROJC01276
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Last modified
8/1/2013 11:28:07 AM
Creation date
10/6/2006 12:19:56 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C153517
Contractor Name
Lone Cabin Ditch and Reservoir Company
Contract Type
Loan
Water District
40
County
Delta
Bill Number
SB 87-15
Loan Projects - Doc Type
Contract Documents
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<br />" <br /> <br />EXHIBIT A <br /> <br />MEMORANDUM OF AGREEMENT <br /> <br />FROM: Ute Engineering and Surveying Company <br /> <br />TO: The North Fork Water Conservancy District <br /> <br />RE: Scope of Services for Engineering Feasibility Study <br /> <br />Ute will prepare an Engineering Feasibility Study of -the <br />following: <br /> <br />1. Repair of the slide area on the downstream slope of the <br />Lone Cabin Reservoir Dam. <br />2. Determine the location of a suitable borrow area. <br />3. Perform limited soils work to determine recommended dam <br />slope stability based on the soils in the recommended <br />borrow area. <br />4. Recommend optimum soil moisture and density. <br />5. Prepare preliminary design of a recommended repair. <br />6. Prepare preliminary cost estimates of the proposed <br />repair and related work. <br /> <br />Items of work will include elevations, required cross-sections, <br />estimates of quantities, and cost estimates. <br /> <br />Conclusions and recommendations will be made regarding the method <br />of repair we feel would be in the best interests of the Owner, a <br />cost estimate of the repair, and the estimated time required for <br />construction. <br /> <br />The intent of this proposal is to conduct the work stated <br />in sufficient detail to prepare preliminary extimates of <br />and prepare a preliminary design of the recommended <br />procedure. <br /> <br />above <br />costs, <br />repair <br /> <br />The proposal does not anticipate the Engineer performing items of <br />work such as drilling of ~ork sites, soils exploration or <br />classification other than that work required to determine the <br />recommended maximum backslope and optimum moisture and density of <br />the emb~nkment material, ,hydraulic studies, hydrology and/or <br />runoff studies, and spillway or flood flows in the reservoir <br />basin. <br /> <br />.'. <br /> <br />UTE ENGINEERING AN~ING COMPANY <br /> <br />~:~-~~_____'l-::{'l2re_ <br />E. LeRoy BI{ack <br /> <br />ELB: lml <br />D:HD <br />Loneenlil. pro <br /> <br />EXHIBIT A <br />
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