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C150313 Feasibility Study
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C150313 Feasibility Study
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Last modified
2/26/2014 11:21:09 AM
Creation date
2/26/2014 11:21:00 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150313
Contractor Name
Huerfano-Cucharas Irrigation Company
Contract Type
Loan
Water District
16
County
Huerfano
Pueblo
Loan Projects - Doc Type
Feasibility Study
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Cucharas Feasibility Study| Introduction 1 <br /> <br />INTRODUCTION <br />The Huerfano – Cucharas Irrigation Company (HCIC), located in southeast Pueblo County, owns and <br />operates the Cucharas No. 5 Dam and Reservoir. The dam is located in northern Huerfano County, <br />on the Cucharas River, approximately 16 miles northeast of the City of Walsenburg. In May of 1987, <br />while the reservoir was full to the spillway crest, the dam developed extensive seepage along the <br />toe abutments of the dam. It was discovered that the upstream concrete facing on the rock fill <br />dam had failed and was allowing large quantities of seepage flow to occur through the rock fill <br />embankment. The reservoir was lowered and the concrete facing repaired, but the State Engineer’s <br />Office (SEO) restricted storage to gauge height 100 feet or approximately 7,500 acre‐feet of storage. <br />The storage restriction has remained in effect since 1988 and there is a suspense date of October 1, <br />2010 imposed by the SEO to either rehabilitate the existing dam, replace it with a new dam or a <br />zero, no storage restriction will be imposed followed by an order to breach the dam and remove the <br />hazard it represents. The dam has performed adequately at the restricted level with only moderate <br />increases in seepage flow at higher storage levels being recorded, but the spillway is significantly <br />inadequate and there remain many unknowns concerning the condition of the embankment and <br />foundation. <br /> <br />The purpose of this feasibility study is to select a financially possible alternative that would prevent <br />a zero storage restriction from being imposed and maintain at least some storage in the reservoir as <br />a first phase in project development. This first phase was previously reviewed in a different format <br />and approved by the CWCB board. HCIC applied for a loan from the CWCB Water Project Loan <br />Program in the amount of 90% of the eligible project costs to fund the project. The remaining 10 <br />percent and loan repayment will be paid through special assessments to HCIC members. That first <br />phase loan was for $1,622,060. Through September 25, 2010 $467,000 has been spent. <br /> <br />The difference between the previously approved loan and the intent of the project now has shifted <br />to include future improvements that will add more water and modernize the dam back to full <br />capacity. More discussion on the future plans for the irrigation company is attached. <br /> <br />The second phase of the project would restore the Cucharas Reservoir back to a 40,000 acre‐foot <br />capacity. The vision of HCIC is to keep irrigated agriculture in place and enable it to become a <br />partner to provide water supplies for other uses that could keep a revenue stream intact that <br />justifies rebuilding the HCIC system back to full operational status. This vision would prepare HCIC <br />to provide raw water supplies for a local metropolitan water district. Agriculture would provide a <br />buffer supply and be a partner in the metro district. The second phase of the loan application would <br />be for one of two options; 1) replacing the existing dam with a completely new downstream Roller <br />Compacted Concrete (RCC) structure, or 2) rehabilitating the existing rock fill dam to meet current <br />dam safety criteria. <br /> <br />A) STUDY AREA AND PROJECT DESCRIPTION <br />The Cucharas No. 5 Dam is located in northeastern Huerfano County on the Cucharas River, <br />approximately 16 miles northeast of the City of Walsenburg. The dam is a 145‐foot high rock fill <br />dam that has undergone several enlargements since the original construction in 1914. The <br />reservoir has a capacity of 35,395 acre‐feet to the spillway crest elevation of 5766.0 feet <br />MSL, gauge height 120.5 ft. based on an October 2002 survey completed by Clyde B. Young &
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