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2011-12-07_REVISION - M1986015 (8)
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2011-12-07_REVISION - M1986015 (8)
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Entry Properties
Last modified
6/15/2021 5:44:23 PM
Creation date
12/8/2011 7:09:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986015
IBM Index Class Name
REVISION
Doc Date
12/7/2011
Doc Name
Adequacy Response
From
Tuttle & Associates
To
DRMS
Type & Sequence
AM4
Email Name
TC1
Media Type
D
Archive
No
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• <br />• <br />• <br />Gary Tuttle <br />Thanks <br />Peter Hays <br />From: Hays, Peter [Peter.Hays @state.co.us] <br />Sent: Wednesday, May 11, 2011 11:15 AM <br />To: Rebecca Brock <br />Subject: RE: DRMS Soil Strength <br />Attachments: shear strength parameters.doc <br />Rebecca, <br />The official DRMS memo for typical soil strength parameters is attached. Please contact me with questions. <br />From: Rebecca Brock [mailto:RBrock @lymanhenn.com] <br />Sent: Tue 5/10/2011 11:28 AM <br />To: Hays, Peter <br />Subject: RE: DRMS Soil Strength <br />Hello Peter, <br />Have you had any luck locating the official memo on typical soil strength parameters? <br />Thank you! <br />Rebecca Brock, P.E. <br />Lyman Henn, a division of Brieriey Associates, LLC. <br />110 16th Street. Suite 700 <br />Denver, Colorado 80202 <br />Phone 303.534.5789 <br />Fax 303.534.1777 <br />From: Hays, Peter [mailto:Peter.Hays @state.co.us] <br />Sent: Friday, April 29, 2011 8:58 AM <br />To: Rebecca Brock <br />Subject: DRMS Soil Strength <br />Rebecca, <br />I couldn't located the official Division of Reclamation, Mining and Safety memo regarding typical soil strength parameter, <br />but the attached stability analysis section for a permit file is acceptable. <br />I will send you the official memo when I locate it. <br />Please contact me with questions. Thanks. <br />Peter S. Hays <br />Environmental Protection Specialist <br />Division of Reclamation, Mining & Safety <br />1313 Sherman St. Rm 215 <br />Denver, Colorado 80203 <br />303.866.3567 Ext. 8124 (Phone) <br />303.832.8106 (Fax) <br />peter.hays @state.co.us <br />12/6/2011 <br />Page 1 of 1 <br />
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