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Last modified
8/16/2009 2:44:51 PM
Creation date
3/7/2007 11:07:28 AM
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Board Meetings
Board Meeting Date
1/23/2007
Description
CF Section - New Loans - Wood Lake Mutual Water and Irrigation Co. - Angel lake Outlet Repair
Board Meetings - Doc Type
Memo
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<br />. <br /> <br />. <br /> <br />. <br /> <br />Wood Lake Mutual Water and Irrigation Company <br />January 23-24, 2007 <br /> <br />Agenda .Item 9g <br /> <br />control for the outlet and service spillway, and the outlet operator and gate would also be <br />replaced. <br /> <br />Alternative 3, Line the Existing Outlet Conduits - This option considered lining the outlet <br />conduit and the spillway conduit with either an HDPE (high density polyethylene) Liner or using <br />and In-situ Form (in-place) lining process. Inspection of the outlet indicated that installing a <br />liner pipe within the existing conduits was not possible. In addition, other structural and riprap <br />work be required at the inlets and outlets to bring the conduits up to current standards. <br /> <br />Selected Alternative 2, Replace the Existing Outlet Works - The Company has chosen <br />Alternative 2 which is the full replacement of the outlet works and service spillway. Work <br />included in Alternative 2 is as follows: <br /> <br />1. Breach the dam embankment and remove existing outlet works. <br />2. Replace existing outlet with 30-inch diameter concrete pipe bedded on concrete. <br />Control structures include the intake structure with gate, gate tower with control gate, <br />and energy dissipation outlet structure. <br />3. Install toe drain at the dam embankment toe to intercept seepage. <br />4. Construct service spillway, incorporated into the outlet works, to pass 1 OO-year storm. <br />5. Place riprap and bedding on the upstream face of the dam in the breach area and at the <br />energy dissipation structure. <br /> <br />The Total Project cost is estimated to be: <br />1. Engineering Design <br />2. Construction <br />3. Contingency (15%) <br />TOTAL <br /> <br />$ 30,000 <br />177,000 <br />27,000 <br />$234,000 <br /> <br />Schedule - If the loan is approved by the CWCB, design would be completed in March 2007 for <br />submittal to the SEa for design review. Construction would start in September 2007 and be <br />completed in December 2007. A 2-inch waterline owned by North Weld Water District will <br />have to be moved as it interferes with the project construction. A right-of-way permit will be <br />required for excavation in Weld County Road 74. The Corps of Engineers will be contacted <br />concerning 404 permitting, but it is anticipated that the proposed work will not require formal <br />permitting, and will fall under the nationwide permit. <br /> <br />Financial Analvsis <br /> <br />The total estimated cost of the project is $234,000. WLlC qualifies for an agricultural interest <br />rate. Staff is recommending a maximum loan amount of $210,600 (90% of the estimated <br />project cost) for 30 years at an interest rate of 2.50%. WLlC will pay the 10% local share <br />($23,400) of the project cost from existing cash balances and an increase in assessments. <br /> <br />Table 1 is a summary of the financial aspects of the project. A CWCB Loan of $210,600 would <br />have an annual payment of $10,062 (not including the 10% reserve requirement) at the loan <br />terms of 2.50% for 30 years. The WLlC will maintain a reserve fund of $10,062 for the loan <br />from existing Certificates of Deposit (CD's), as discussed below in Creditworthiness. <br /> <br />30f5 <br />
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