My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Ord 1987-020
San-Marcos
>
City Clerk
>
02 Ordinances
>
1980 s
>
1987
>
Ord 1987-020
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/15/2007 2:20:39 PM
Creation date
8/15/2007 2:20:39 PM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Ordinances
City Clerk - Type
Agreement
Number
1987-20
Date
2/9/1987
Volume Book
86
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
88
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />1. <br /> <br />SUMMARY <br /> <br />This report was prepared to evaluate several wastewater system <br />alternatives for the Cottonwood Creek watershed area, south and <br />southeast of San :Ylarcos. The system was to be designed with <br />consideration given to the needs of two major proposed developments in <br />the watershed. These developments are Lowmans t Ranch MUD and <br /> <br />Cottonwood Creek Park. <br /> <br />The report evaluates several alternatives for <br /> <br />wastewater service, estimates the costs of these alternatives, and <br />allocates the proportional cost snare of the facilities to each of the <br />developments and the City of San :\1arcos. This report also describes <br />the environmental setting for the study area. <br /> <br />Because of the natural slope of the study area, gravity flov...- interceptors <br />can be used to collect the wastev"ater effectively. Because of this', the <br />first alternative considered included a system of gravity flow <br />interceptors and combinations of pump stations, force mains, and <br />treatment plant locations. .~ternatives were evaluated to compare <br />pumping the collected wastewater to the existing WWTP versus building a <br />new WWTP. Locating the lift stations in several different locations was <br />evaluated which enabled the use of different sized force main lines. The <br />cost of each alternative was evaluated to determine the best alternative <br /> <br />solution. <br /> <br />The flows used to size the wastewater facilities were based on projected <br />population growth in the basin. Alternatives 1 through 5 were based on <br />a projected 53 percent buildout of the Lowmans' Ranch and Cottonwood <br />Creek Park developments for the year 2005. Alternative 6 was developed <br />assuming that the population of the Lowmans 1 Ranch and Cottonwood <br />Creek Park developments would increase to achieve 100 percent buildout <br />by the year 2005. The flow for the rest of the basin was adjusted to <br />allow the total basin flow to remain the same for all alternatives. The <br /> <br />JO!'iES ð: NEUSe: <br /> <br />i <br />.J <br />
The URL can be used to link to this page
Your browser does not support the video tag.