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PERMFILE70777
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PERMFILE70777
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Entry Properties
Last modified
8/24/2016 11:20:08 PM
Creation date
11/20/2007 11:31:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006080
IBM Index Class Name
Permit File
Doc Date
3/7/2007
Doc Name
Response
From
Loveland Ready Mix Concrete, Inc.
To
DRMS
Media Type
D
Archive
No
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.:~ . <br />1'ovECa,~d ~Eady-dV(~x C'on~zEt£; ~n~. <br />CONCRETE, SAND & GRAVEL <br />Phone (970) 667-2680 Fax (970) 667-0036 <br />P.O. Box 299 -Loveland, Colorado 80539-0299 <br />Mazch 5, 2007 <br />Mr. Tom Schreiner <br />Division of Reclamation, Mining, and Safety <br />Department of Natural Resources <br />13 ] 3 Sherman St., Room 215 <br />Denver, CO 80203 <br /> <br />D .... . , ~16n. <br />fvL.d~r ~,;.. ;',iy <br />RE: 2"a Adequacy Review Comments for "Bokelman-Walters", Regular 112 Application <br />Class: Permit File No. M-2006-080 <br />Deaz Mr. Schreiner: <br />This letter addresses the two review comments in your letter dated Mazch 1, 2007. <br />6.4.12 EXHIBIT L -Reclamation Costs <br />Loveland Ready Mix Concrete, Inc. (LRM) realizes that in order to qualify for the 20% bonding <br />option for the slurry wall construction, LRM must commit to the following: <br />1. Submit a copy of the slurry wall installation QaQc procedures to be followed during <br />slurry wall construction. <br />2. Submit a final construction report with details of the slurry wall installation effort, <br />geologic conditions encountered, and any specific design modifications performed during <br />construction do to unforeseen field conditions. <br />3. Submit Certification from a registered professional engineer that the slurry wall has been <br />installed according to the design specifications and QaQc procedures, and that the slurry <br />wall will function up to the leakage criteria of the State Engineer's Office for a water <br />storage facility. <br />LRM commits to providing all of [he above, and will submit this information in the form of a <br />technical revision to the permit prior to exposure of groundwater at this site. <br />Page 1 of 2 <br />
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