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PROJ00237
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Last modified
3/27/2014 11:46:32 AM
Creation date
10/5/2006 11:45:00 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153400
Contractor Name
Larkspur, Town of
Contract Type
Loan
Water District
8
County
Douglas
Bill Number
SB 79-537
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Water Supply Required <br /> <br />To satisfy the annual consumption of the future design population, <br /> <br />Larkspur must have the legal rights and physical capability of producing <br /> <br />38 acre feet or 12.3 million gallons of water per year. , <br /> <br />The maximum day demand rate can be experienced on many consecutive days <br /> <br />during the warm summer months. If the water supply wells produced only the <br /> <br />average day rate, the excess demand on maximum days would have to be supplied <br /> <br />I <br /> <br />from storage, thus requiring a very large storage capacity. To reduce the <br /> <br />necessary storage volume, the water supply wells are normally constructed to <br /> <br />I <br /> <br />yield the maximum day demand rate. To accommodate the maximum day demands of <br /> <br />I <br />I <br /> <br />the design population, the water supply wells will have to yield just under <br /> <br />50 gpm. <br /> <br />The peak hour demands (experienced for a few hours on the days of <br /> <br />maximum usage) and the 500 gpm fire flows must be supplied from storage. <br /> <br />I <br /> <br />Wastewater Loads <br /> <br />I <br />I <br /> <br />The Colorado Department of Health has jurisdiction over the design, <br /> <br />construction and operation of water and wastewater systems in the state. <br /> <br />The Department and the Water Quality Control Commission have established <br /> <br />Standards and criteria for a number of aspects of community wastewater systems. <br /> <br />I <br /> <br />One of those criteria requires that, where no data is available to indicate <br /> <br />I <br /> <br />otherwise, the wastewater generated by a community shall be assumed to be <br /> <br />100 gpcd (gallons per capita per day). <br /> <br />I <br />I <br />I <br /> <br />For the present and future design populations, the hydraulic wastewater <br /> <br />loan in gallons per day will be: <br /> <br />Average <br /> <br />100 gpcd <br /> <br />Present <br />Population <br />150 people <br /> <br />15,000 gpd <br /> <br />Future <br />Popul at ion <br />225 people <br /> <br />22,500 gpd <br /> <br />Load <br /> <br />I <br /> <br />10 <br />
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