My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE48911
DRMS
>
Back File Migration
>
Permit File
>
500000
>
PERMFILE48911
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:50:50 PM
Creation date
11/20/2007 1:49:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982055
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
SECTION 2.04 Environmental Resources
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
55
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
• Wells and springs in the Vermejo and Raton Formations generally <br />yield less than 10 gallons per minute from individual water-bearing <br />layers, but coal seams yields may be as much as 35 gallons per <br />minute. Pumpage usually results in large drawdowns. Specific <br />capacities in 17 wells range from 0.006 to 0.43 gallons per minute <br />per foot of drawdown with a mean of 0.11 gallons per minute per foot. <br />Low specific capacities exist because sandstones in the coal- <br />• <br />bearing formations are tightly cemented and water-bearing coal seams <br />have only secondary permeability. Mean laboratory permeabilities <br />for core plugs taken from well USGS 78-1 (T33R67SO4) are 4X10-5 ft/day, <br />horizontal, and 1X10-4 ft/day, vertical (Howard, in prep., p. 33). <br />Results of aquifer tests of Raton and Vermejo strata are listed in <br />Table 1. <br />Tab 1e 7.4-1--Aquifer Tests in Raton Basin <br />Sp.elfle Capfelty tlydrfullt COnductlvicY rrfn~if~lrity 1 <br />19~llOn~ per slnuu per L9ot1 1l u t per d~Yl flat t9u~r• per d~yl ~ <br />Aqu Stet NuIDb~L OL NuNWt Ot NumWr at <br />Tut• Afnu N~~n TUtf A.n9• N~~n Tf ~t• f~n9• Nun <br />Alluvlua 7 f.f-7f 15.7 10 0.01 f-lff0 lff f O.lf-570 f3.f <br />Pot wn CanYOn 7 0.007-0. 0![ 0.0]3 MO T1JTL NO TLSTf <br />V~rm~7o-Rttm 17 O.OOf-0.17 0.11 ]f 0-f S.f 1.57 )f f-f 0.7 10.5 <br />Coil end <br />cat non~e~0u• NOT L/yL IlIC 1] 0-S. ff l.ff 13 0-]t .0 f.lf ~ <br />.n.l• <br />LfnO ttOn~ NOR SfLCIyIC 1] 0-S.f7 0.57 1] 0-1l.7 f.f0 <br />S S lucon~ <br />•M cn~l• NOT e)LCSlIC f 0-fi.f 7.75 f 0-l0.7 lf.f <br />Trin Sdfd 1 O.Of3 1 0.075 1 1.75 ' <br />O~kac~ 1 1.0 NO TLSTS NO TLLT9 <br />Ground water varies from bicarbonate to sulfate in composition. <br />Most of the ground water is sodium bicarbonate with 500-1500 mg/L <br />dissolved solids. At higher elevations, some of the ground water is <br />calcium bicarbonate with less than 500 mg/L of dissolved solids. In <br />stream valleys some oP the ground water is sodium sulfate with 500- <br />1500 mg/L of dissolved solids. <br />65 <br />
The URL can be used to link to this page
Your browser does not support the video tag.