My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Res 2016-137/approving a Water Master Plan to guide the future maintenance and extension of the City’s Water Infrastructure
San-Marcos
>
City Clerk
>
03 Resolutions
>
2010's
>
2016
>
Res 2016-137/approving a Water Master Plan to guide the future maintenance and extension of the City’s Water Infrastructure
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/14/2016 10:22:57 AM
Creation date
10/17/2016 9:06:15 AM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Resolutions
City Clerk - Type
Approving
Number
2016-137
Date
10/3/2016
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
187
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
Alan Plummer Associates, Inc. <br />Water Master Plan Update 2016 <br />The total storage and storage per connection under proposed conditions (2035) is described by <br />Table 2-4. By 2035, two proposed projects will provide additional storage for future years. A 0.5 <br />million gallon (MG) elevated storage tank (EST) is recommended <br />to serve the proposed La Cima Development in northwest San Marcos. This tank will also serve <br /> <br />Pressure Plane. Additionally, a 0.51 MG tank located on a hill top (named Trunk Hill) will provide <br />elevated storage to the proposed Paso Robles Development and surrounding area. Future <br />project details are described further in Chapter 6. <br />In future conditions, Table 2-4 <br />requirements, however, the elevated storage requirement of 100 gallons per connection is not <br />met (lacking 0.88 MG EST) using the new TCEQ definition of a connection. Based on the <br />previous definition of a connection, the approximate number of connections in the 810 pressure <br />plane would have been 12,370. Using the previous definition for a connection, the City would be <br />required to have 1.24 MG of elevated storage, which is exceeded even under existing <br />conditions (1.71 MG existing EST in Table 2-3). Under future conditions, elevated storage is <br />estimated to be 2.35 MG, further exceeding the previous definition. <br />The 2003 Water Master Plan had proposed a 1 MG Northside EST, to be located just north of <br />would meet the TCEQ storage requirements according to the new service connection <br />calculation method. However, since all other hydraulic requirements are met (see Chapter 6) in <br />the 2035 future model, additional elevated storage in the 810 pressure plane is not included. <br />The City may wish to document the adequacy of the storage by applying for another ACR <br />variance with TCEQ. Going through the variance process related to these storage requirements <br />for the existing condition and the proposed EST capacity ane will save the City <br />additional large capital expenditures. <br />2-7 <br />m:\projects\0600\022-01\doc\report\draft\draftmasterplan-v15_hef.docx <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.