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2002-03-04_REVISION - M1986015 (8)
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2002-03-04_REVISION - M1986015 (8)
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Last modified
6/15/2021 2:52:06 PM
Creation date
11/21/2007 6:15:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986015
IBM Index Class Name
Revision
Doc Date
3/4/2002
Doc Name
Amendment Application
From
Transit Mix of Pueblo Inc
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
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WATER INFORMATION <br />Exhibit G <br />Water Information <br />This exhibit presents an inventory of the existing water resources at the Puebla <br />East Pit and a discussion of water requirements of the mining plan and how those <br />requirements will be met. <br />The water resources at the Pueblo East Pit include two main components, surface <br />water and ground water. The surface water system in this area consists solely of the <br />Arkansas River. No appreciable tributaries join the river as it passes through the permit <br />area, although the St. Charles River joins the Arkansas about three or four miles <br />downstream of the permit area. The Arkansas river is a broad, swift flowing and <br />meandering river at this location. Based on 10 years of stream gage data (1989 - 1999) <br />from the USGS, the average annual flow in the River is over 630,000 ac-fUyr at this <br />location. <br />The ground water system is connected to the surface water system, yet it also has <br />its own distinct characteristics. The ground water system consists of the alluvial aquifer <br />associated with the Arkansas River. On average, the alluvium is approximately 4,920 <br />feet wide in the permit area. The aquifer is essentially shaped like a trough with the <br />thickest areas occurring near the river and thinning away from the river. The base of the <br />aquifer (which is also the top of the underlying shale bedrock unit) is fairly irregular <br />resulting in varying saturated thickness across the aquifer. The amount of ground water <br />flowing through the aquifer can be estimated using the Darcy equation, which is written: <br />Q = KiA; where Q =flow rate, K =hydraulic conductivity, i =gradient (based on <br />topography), and A =the cross-sectional area of the aquifer. Using an estimated <br />hydraulic conductivity of 3,000 gpd/ft2, the estimated underflow in the alluvial aquifer is <br />approximately 1,000 ac-ftlyr at this location. <br />Several production wells are completed in the alluvial aquifer in and near the <br />permit area. Based on a review of the State's master well list, a review of property <br />records and site visits to the area, the following five wells were identified that appear to <br />be within 600 feet of the affected area of Phase I of the mining plan (shown on <br />Exhibit C-2). Only the Helmsing and Prijatel wells are within 200 feet of any land that <br />will be used in a way that could potentially affect the integrity of the well. The Helmsing <br />well, by prior agreement, will be moved and the Prijatel well is no longer in use, <br />Pueblo East Pit Amendment Exhibit K Page 1 <br />
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