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Centennial WSD 1996 WCPlan
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Centennial WSD 1996 WCPlan
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Last modified
10/20/2011 3:03:18 PM
Creation date
9/30/2006 9:01:31 PM
Metadata
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Template:
Water Conservation
Project Type
Water Conservation Plan
Project Name
Centennial Water & Sanitation District Water Conservation Plan
Title
Water Management Study
Date
8/10/1995
County
Arapahoe
Water Conservation - Doc Type
Complete Plan
Document Relationships
Centennial WSD 1996 WCPlan Approval Ltr
(Message)
Path:
\Water Conservation\Backfile
Centennial WSD 1996 WCPlan Implmtn Plan
(Message)
Path:
\Water Conservation\Backfile
Centennial WSD 1996 WCPlan Proof of Notice
(Message)
Path:
\Water Conservation\Backfile
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<br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br /> <br />1 <br />I <br />I <br />I <br />I <br />I <br />j <br />nJ <br />I <br />I <br />I <br /> <br />3-4 <br /> <br />In discussions with the planning staff from Mission Viejo, interpretation of the Census <br />data has indicated that an occupancy level of 2.78 people per household is a good planning level <br />estimate. District water survey results, reported in Chapter 5, indicate an average occupancy <br />of 2.9 per household based on the 238 surveys returned. As a result, we recommend using 2.8 <br />people per household as an average population density instead of the figures previously cited in <br />earlier District planning studies and by DRCOG, ranging from 2.6 to 2.7. The District may <br />want to further analyze population density by incorporating future 'household surveys with water <br />use billings records if more accurate estimates are desired. <br /> <br />Residential wastewater projections should be based on 100 percent of the interior <br />residential water usage, or 80 gpcd. Based on simple analysis of recent data, exterior residential <br />usage accounts for about 46 percent of total water demand, and interior usage accounts for the <br />remaining 54 percent. <br /> <br />Data Development and Analysis <br /> <br />The District has produced several useful graphs displaying actual flows and demands <br />versus projections. These graphs are shown as Figures 3-1 and 3-2. In addition, Figure 3-3 <br />depicts water use versus wastewater' flow, highlighting the dramatic increase in outside water <br />use during the wann spring, summer, and autumn months. As shown on Figure 3-4, Marcy <br />Gulch WWTP Hydraulic Loadings and Projections, actual flows for the plant were exceeding <br />existing projections. <br /> <br />Based on BC recommendations, District staff are collecting and analyzing water usage <br />data for the various customer classes. Currently, the District bills residential customers on a <br />bimonthly basis with meter readings taken one month for Metro District I and the following <br />month for Metro District 2. In order to use this data to develop water demand curves for the <br />residential sector, the District averages the bimonthly data reading for each Metro District and <br />translates it into average monthly residential use. . The District bills and_ records irri~ationand <br />coniriJ.eiciallfuilusfrial meterS on a monthly basis. Data curves for all of the customer classes <br />are shown on Figure 3-5. <br /> <br />The total of these three use curves provides a reasonable estimation of total water usage <br />that can be compared to water production. Since residential demand is based on a two-month <br />running average of water usage, the final demand curve will not coincide exactly with monthly <br />water production data. The bimonthly averaging effect will slightly affect the peaks and valleys <br />of the residential and total demand curves. <br /> <br />21-6657 <br />
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