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GENERAL37309
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Last modified
8/24/2016 7:57:29 PM
Creation date
11/23/2007 9:06:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
General Documents
Doc Date
10/25/2007
Doc Name
Review of Change Order No. 3 Monument Dam
From
Water Resources
To
Barr Engineering CO
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
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STATE OF COLORADO <br />OFFICE OF THE STATE ENGINEER <br />Division of Water Resources <br />Department of Natural Resources <br />1313 Sherman Street, Room 818 <br />Denver, Colorado 80203 <br />Phone (303) 868-3581 <br />FAX (303) 866-3589 <br />http://www. water. state. co. us <br />OF ~ ` <br />Rb.: <br />„s <br />~ ~ <br />,, je. <br />Bill Rirer, Jr. <br />Governor <br />Hams D. Sherman <br />Executive Director <br />(Vacant) <br />State Engineer <br />Mr. Phillip Solseng <br />Ban Engineering Co. <br />4700 West 77`s Street <br />Minneapolis, MN 55435 <br />October 22, 2007 <br />RECEIVED <br />ocr 2 5 2007 <br />utvww~~ ~~ naaamanon, <br />Mining and Safety <br />When replying, please refer to: <br />MONUMENT DAM <br />Construction File No.: C-1676A <br />Water Division 4, Dam ID: 400413 <br />Subject: Review of Change Order No. 3 <br />Modifications to the Approved Construction Documents <br />Deaz Mr. Solseng: <br />Thank you for submitting Change Order No. 3 for the Monument Dam Modifications in Gunnison <br />County for our review and acceptance in accordance with Rule 9.1.8 of the State of Colorado's "Rules and <br />Regulations for Dam Safety and Dam Construction." This change consists of modifying the following: <br />I. Reducing the length of the trench drains by approximately 60 feet. This modification lowered the <br />Factor of Safety from 1.01 to 1.00 under the extreme seismic case. <br />2. Using an on site source of riprap material consisting of a soft to medium hazd sandstone. The Los <br />Angeles Abrasion tests performed on two samples indicate that the material does not meet the <br />CDOT Standard Specification 506.02 of 50 percent loss after 1,000 revolutions. To compensate <br />for the softer material the D50 of the material will be increased from 6 to 12 inches and the <br />thickness will range from 12 to 18 inches. Also, the incorporation erosion protection is an <br />improvement over the existing condition in which the upstream slope had no erosion protection. <br />
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