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PERMFILE132975
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PERMFILE132975
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Entry Properties
Last modified
8/24/2016 10:33:42 PM
Creation date
11/26/2007 12:43:07 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 49 Specifications for Runoff Ponds & Freshwater Ponds
Media Type
D
Archive
No
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ARCO COAL COIIIPANY <br />MT.GUNNISON NO. 1 MINE <br />EARTIiWORK PACKAGE <br /> <br /> <br />ADDENDUM NO. 2 <br />January 5, 1981 <br />The following shall become as fully a part of the above-named Drawings, <br />Specifications and Bid Documents as if therein written and shall take full and complete <br />precedence over anything therein contained to the contrary. <br />Ench bidder shall indicate on the proposal form his acknowledgment of thi <br />Addendum. <br />Each bidder shall be responsible for reading each item of this Addendum to <br />ascertain to what extent and in what manner it a[fects the work to be performed. <br />1. Sectioi <br />Ponds; <br />2. <br />3. <br />02200. Paee 02200- <br />w <br />for Ru <br />wa <br />E. Density tests performed on compacted soils to determine compliance with <br />these specifications shall be performed at the direction and expense of the <br />Owner. Nuclear Density Tests will be acceptable for homogeneous fill areas <br />if at least one Sand Cone Density Test is performed for every ten Nuclear <br />Density Tests. The Sand Cone Density Test must be taken adjacent to the <br />preceding Nuclear Density Test. <br />Classifications and compaction curves to be used with the Nuclear Density <br />Test shall be taken and submitted prior to construction. The classification <br />will also include a description of soil properties, including color, as well as <br />the information required under part D of this section. <br />02 <br />02520-7 Typical Anti-Seep Collar Construction Deta~1 for Pipe Without <br />Cradle. <br />02520-8 Typical Anti-Seep Collar and Concrete Cradle Detatl Pipe with <br />Cradle. <br />02520-9 Longitudinal Construction Detatl of Anti-Seep Collar and Cradle. <br />All Plan Sets for Runoff Ponds and Freshwater <br />the following changes to the Plans: <br />Adjust location of all stem guides on stems of sluice gates as follows: The un- <br />supported length of the stem is to be equally divided. The unsupported length of <br />the stem is not to exceed 8 feet. <br />4. Fresh <br />m <br />Outlet Works Details; Make <br />Dra <br />Change <br />In the plan view at the top of Drawing No. C-010, Project No. MG-02-04, the <br />• dimension for the distance the Rip Rap extends south of the control tower shall be <br />changed from 5'-0" to 15'-0": <br />
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