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Last modified
1/26/2010 10:12:36 AM
Creation date
10/5/2006 5:03:05 AM
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Template:
Floodplain Documents
County
Weld
Basin
South Platte
Title
Joint Southern Weld County Water System
Date
2/23/1989
Prepared For
Weld County
Prepared By
Consultants
Floodplain - Doc Type
Community File
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<br />necessury to run the water through pr"essure reducing valves occusion<ll1y in <br />order to keep pressures dOl'" to a reasonuble 1 imit. A maximum pressure of ?OO <br />ps lis deve loped in the system through the use of these valves. 1 tis a Iso <br />necessary to pl'ovide the water to the members at a pressu"e which is high <br />enough to either increase the pressure within each distribution system, or at <br />the very least to equal it, While the distribution system pressures vary <br />widely from llJ,"mber to mc,nber, the HCln!A facilities are generally capilule of <br />supplying a delivery pressure of 50-GO psi, and in most cases the pressure <br />exceeds 80 psi. Since the NCDWA facilities would extend only as far as the <br />master meters, each me:nber would be able to determine the pressure within its <br />Olm system. <br /> <br />The NCDHA would require approximately 21 acres for present and anticipated <br />future facilities. This land would have to be neur the water source, Flatiron <br />Reservoir. It is estimated that this parcel would be large enough to handle <br />the initial treatment plant and storage reservoir construction plus future <br />expansions of each thr.ough 2020. <br /> <br />The transmission lines would be placed along public roads for the most part. <br /> <br /> <br />Lines would be located in Larimer and Weld Counties. Permits would probably <br /> <br />be required to construct th," trunsmission lines within either county or state <br /> <br />R.O. U. 'so Special permits \\"ould be required at major irrigation supply ditch <br /> <br /> <br />and state highw<lY crossings. Special crossing permits would also be necessary <br /> <br /> <br />at all railro<ld crossings and possibly at major county highways. <br /> <br />After preliminary analysis, it is estimated that approximately 125,000 linear <br /> <br />feet of easements across private right-of-way would be r~quired. These <br /> <br /> <br />e<lsements have heen JssUlnc(j in <lreas where the total cost of the project would <br /> <br />9 <br /> <br />J , <br />
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