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PERMFILE49153
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PERMFILE49153
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Entry Properties
Last modified
8/24/2016 10:51:04 PM
Creation date
11/20/2007 1:54:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997054
IBM Index Class Name
Permit File
Doc Date
4/3/1998
Doc Name
AGILE STONE SYSTEMS
From
OFFICE OF STATE ENGINEER
To
MARK BROWN
Media Type
D
Archive
No
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RECEIVED <br />MQR - 2 1998 <br />ONISION ENGINEER <br />PUEBLO, COLORADO <br />Colorado Department of V~later Reso! irces <br />Attn. Steve Kastner, Assistant Division Engineer <br />219 West 5'" <br />Pueblo. CO 81006 <br />February 24 ?3!?? <br />Re: Agile Stone Systems, Inc. Cft4LRB 112 Permit Application <br />Dear Steve. <br />The fniiowrnrt excerpts were taken trom Agile Stone Systems. Inc. permit <br />referenced above. <br />EXHIBIT D rp:.11NING P~. ~'!'~ <br />x23 Current drilling and ground hydrology investigating indicate that the ground <br />water is around 40feet deep...' <br />#24 (paragraph 2j 'The prolert ~•:-ill ^ct decrease any water level or evater quality <br />reaching the Steers (Brows i sj spring <br />tt24 (paragiapl-~ 3) :Steers sp;i: ::•~-~!ar is prohahly cominn from Tallahassee <br />r <br />.,reek... <br />#29 io~ragraph j ~+n•; gio_•_~ _,~r.~, ,+~~d act ss a toter lust like the fdtrahon <br />systems ut r~~.!nicipalities stripping the sediments from the water' <br />EXHIBiT D <br />r.2 Ccnsurnptive'v°J::'cr U:~~ :,^', _ ~ '~,F~It~atingthroughthegravelbar~.~~ill <br />exit tl-~e gravel bar thr ~ugl-~ .'..:: gravel bas a ito :ho Arkansas Fiver possibly <br />via existing spnnas flown ~u fiom the north bank of tike Arkansas River sadh <br />and east of the railroad icop track area. <br />EX~I!BIT G <br />#4 Distant Wells 'The applicant volunteered dunng (Fremontl co!inty C'UP <br />hearings and was then requested to wnJuct capacity tests of all adjudicated wells <br />and springs withinp 1.5 miles of the piclect permit boundary <br />OBJECTION Only pump flow tests ~roere conducted NO well capacity testing <br />was done by the pennittee. <br />#4.0 Protect Water Use outwash aquifer may raise water levels in bedrock <br />wells located north of the Arkansas River and in the same structural block as the <br />FroJect ' <br />#5.1 (paragraph 3) 'High to very high hydraulic conductivities (400 to 2.000'/day) <br />characterize the outwash. <br />'/Vaier Information (paragraph 2j 6UU foot distance only applies if open water is <br />planned for the project and that the 60G' would only apply From the open ~~~ater to any <br />nearby wells ' <br />OBJECTIOfd: i believe my adjudicated spring is considered a well, therefor rf <br />high sediment wash water is dumped irdo the applicant's gravel pit, these statements <br />Indicate added turbidity In my spring will be caused by the gravel pit operation. <br />
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