My WebLink
|
Help
|
About
|
Sign Out
10 ATTACHMENTS
City of Pleasanton
>
CITY CLERK
>
AGENDA PACKETS
>
2007
>
121807
>
10 ATTACHMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/12/2007 4:00:18 PM
Creation date
12/12/2007 3:54:28 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
12/18/2007
DESTRUCT DATE
15 Y
DOCUMENT NO
10 ATTACHMENTS
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
50
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).
View images
View plain text
City of Pleasanton 4.0 Water Agency Background <br />Final Water Supply Assessment <br />Stoneridge Drive Specific Plan Amendment and Staples Ranch Project <br />1977 and 1987-1992 droughts, although 1992 water levels in many monitoring wells were <br />significantly below the previous historic lows of the 1960s. <br />Today groundwater in both aquifer zones generally follows a westerly flow pattern, like the <br />surface water streams, along the structural central axis of the valley toward municipal <br />pumping centers. The majority of subsurface inflow, however, occurs across the northern <br />boundaries of the Main Basin-in particular the Dublin and western Camp sub-basins-and <br />flows in a southerly direction. (Zone 7, 2004) These sources of groundwater commingle in the <br />Bernal and Amador sub-basins and have a general flow toward municipal or gravel mining <br />company groundwater pumping wells or pits. (Zone 7, 2004) The relatively low hydraulic <br />conductivity of the aquitard layers impedes the vertical movement of groundwater between the <br />Upper and Lower Aquifer Zones. The exchange between the two aquifers, as indicated by the <br />groundwater monitoring data, varies depending upon the thickness and permeability of the <br />separating aquitard and the potential gradient. Even though the movement of water and salts <br />from the upper aquifer to the lower aquifer is slow, it is still the major sources of recharge to <br />the lower aquifer. (Zone 7, 2004) <br />The Main Basin has a storage capacity of more than 250,000 acre-feet. The Main Basin was <br />full in early 1900 and full again in 1983. Groundwater has been withdrawn down to historical <br />low storage in 1962 and 1966 with an estimated remaining storage of 128,000 acre-feet. <br />(Groundwater levels approached the "historic low" in some parts of the basin during the <br />droughts of 1977 and 1987- 1992.) In 1987, Zone 7 adopted a Groundwater Management <br />Policy that included maintaining groundwater levels high enough to provide emergency <br />reserves adequate for the worst credible drought. For planning purposes, Zone 7 maintains <br />this reserve above historical lows. The remaining half of the groundwater (that portion above <br />historical lows) is actively managed for supply reliability and is used for water supply storage, <br />and recovery during times of drought or emergency. (Zone 7, 2004) In 2002, as part of the <br />development of Zone 7's Well Master Plan, Zone 7 further defined "historic lows" as a <br />piezometric surface used to manage groundwater levels. <br />P:\Projecls - WP OnIyU1162.01 Staples Ranch WSA\FinaflFinal WSA.doc 5-10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.