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POGG1 2015-129 SOW
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POGG1 2015-129 SOW
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Last modified
8/9/2016 9:10:34 AM
Creation date
8/9/2016 9:10:34 AM
Metadata
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Template:
Grants
Applicant
Double Conservation District
Grant Type
Non-Reimbursable
Fiscal Year (i.e. 2008)
2015
Project Name
Inundation Mapping for Double Conservation District
Contract/PO #
POGG1 2015-129
Grants - Doc Type
Scope of Work
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August 4, 2014 <br />Project: Inundation Mapping for the Double El Conservation District <br />Vendor: Double El Conservation District <br /> Ms. Cheryl Churchwell, District Manager <br /> 504 Washington Avenue <br /> P.O. Box 215 <br /> Simla, CO 80835 <br /> Phone: (719) 541-2359 <br /> <br />Consultant: W.W. Wheeler & Associates, Inc. <br /> Ms. Danielle Tripp, P.E. <br /> 3700 S. Inca Street <br /> Englewood, CO 80110-3405 <br /> Phone: (303) 761-4130 <br /> <br />CWCB funding source: Severance Tax Operational Account <br /> <br />SCOPE OF WORK <br />W.W. Wheeler, Inc. (Consultant), at the direction of the Double El Conservation District (Vendor), will <br />perform a dam breach modeling study and flood inundation mapping for Ramah Dam located in El Paso <br />County in the Arkansas River Basin. The Ramah Dam is a part of the Ramah Detention Recreational <br />Reservoir on the Big Sandy Creek, and is owned and operated by the Vendor. <br /> <br />Consultant or Vendor will submit the final report and mapping to the Colorado Division of Water <br />Resources, Dam Safety Branch, for approval. Grant funds will not be disbursed until the project has been <br />approved by the Dam Safety Branch. <br /> <br />PROPOSED METHODOLOGY <br />The Consultant shall perform a clear day dam breach analyses in accordance with the State of Colorado <br />Rules and Regulations for Dam Safety and Dam Construction (1/1/2007), and the Dam Safety Guidelines <br />for Dam Breach Analysis (2/10/2010). Correspondence shall be with Mark Perry, P.E., of the Colorado <br />Division of Water Resources, Dam Safety Branch, to present preliminary dam breach parameters, water <br />surface profile modeling, and inundation mapping and to determine if field measurements are necessary <br />for critical bridges. <br /> <br />Inundation mapping for High Hazard dams shall show the calculated extents of the dam breach flood <br />wave. Include cross sections at critical locations showing lateral and vertical flood extents, flood wave <br />velocity, and flood wave arrival time. Inundation mapping shall be extended downstream to a location <br />where no potential for loss of life and/or no significant property damage exist. <br /> <br />Inundation mapping for Significant Hazard dams shall show the route of the dam breach flood wave, the <br />estimated time of arrival of the flood wave at critical sections and the estimated lateral extent of <br />inundation. The inundation mapping shall be extended downstream to a location where no significant <br />property damage exists. The inundation mapping requirements for Significant Hazard dams may be <br />modified for good cause, with the approval of the State Engineer. <br />
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