My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-02-11 CC Packet
Centerville
>
City Council
>
Agenda Packets
>
1996-2025
>
2015
>
2015-02-11 CC Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2015 4:00:06 PM
Creation date
2/6/2015 3:58:54 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
147
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
Draft North & East Metro Groundwater Management Area Plan 4-6 <br /> groundwater pumping but appear to have become stable over the last 6 to 10 years at obwell locations. <br /> An example is shown in Figure 4-4. Groundwater levels are expected to be stable or to rise if average or <br /> wet hydrological conditions prevail in the next several years and pumping rates remain stable. If dry <br /> conditions continue, we should expect additional water level drops in aquifers of the GWMA. <br /> Other historical groundwater measurements were compared to more recent measurements in the <br /> GWMA, such as water levels measured at the time of municipal well construction. Recent water levels <br /> measured in municipal wells in the northeastern part of the GWMA while they were not pumping are <br /> mostly above or close to the historical measurements made at the time of construction (Table 4-1). For <br /> the recent measurements, water levels in the pumping wells may not have fully recovered from <br /> pumping and may be lower than in the aquifer nearby. These data do not necessarily show that long <br /> term pumping influence is negligible at these locations, but the data suggest that pumping has not <br /> pushed water levels substantially outside of their historical range.The water-level measurements listed <br /> in Table 4-1 vary from 96 to 172 feet above the top of the Prairie du Chien in those wells, indicating that <br /> water levels are clearly within the safe yield thresholds (Figure 3-1). <br /> 896 -- -- -- - - - - --- ---- -- -- ----- --- --- ---- <br /> 894 - -- — -, —+ --- - - -- -- <br /> 892Ln -- <br /> ., l 1I <br /> w <br /> 890 -- _ — ,- - - - -- - - - - - - - -- <br /> Y t <br /> , ff <br /> LU 888 <br /> 1 i 1 f <br /> v � k <br /> ;, II <br /> 3 <br /> 886 - - - - -A- <br /> 884 ' <br /> , <br /> 882 - — ----- - —� — <br /> lan 70 Jan-75 Ian-go 3an-85 Jan-90 1an-95 Jan-00 Jan-05 Jan-10 Ian-15 <br /> Figure 4-4 Observation well hydrograph (2012),Jordan aquifer, southern Anoka County <br /> P64 <br />
The URL can be used to link to this page
Your browser does not support the video tag.