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PERMFILE61006
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PERMFILE61006
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Entry Properties
Last modified
8/24/2016 11:07:43 PM
Creation date
11/20/2007 6:58:29 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
9/2/2004
Section_Exhibit Name
Exhibit 07 Letters on Ponds from WWC Engineering
Media Type
D
Archive
No
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Serving Ow- Clients Since 1980 <br />~~C Engineeri~~g <br />A DIVISION OF WESTERN WATER CONSULTANTS. INC. <br />Civil Environmental Mining Water Resources <br />611 .Skyline Road Laramie. Wyoming 3L'070 (307) 7d2-003! FAX 1307) 7?1 ?913 E-mail: infolar@wwcengineering.com <br />July 30, 2002 <br />Mr. Crellin Scott <br />Colowyo Coal Company L.P. <br />5751 State Highway 13 <br />Meeker, CO 81641 <br />RE: Colowyo Impoundment Evaluation, Section 16 Pond, 009A <br />Dear Mr. Scott: <br />WWC Engineering (WWC) has performed an evaluation of the Section 16 Pond at the <br />request of Colowyo Coal Company. The evaluation was performed following the outline of the <br />. Streeter Gulch Pond evaluation submitted to you in March 2002. The objective of this exercise <br />was to evaluate compliance of the Section 16 Pond with Secl:ion 4.05.9 of the Division of <br />Minerals and Geology regulations. <br />This submittal includes the following attachments. <br />l . Reclamation Blocks Section 16 Pond, 009A. This drawing depicts the post-mining <br />topography on which the pond evaluation was based, the Section 16 watershed outline <br />and the reclamation blocks by year from which the worst-case drainage scenario was <br />developed. State Highway 13 and Good Spring Creek are also indicated. <br />2. Sedimentation Pond Redesign Section 16 Pond, 009A. This drawing depicts the <br />post-mining topography and the SEDCAD 4 watershed dissection. <br />3. Pond Footprints Section 16 Pond, 009A. This drawing shoes the locations of post- <br />mining ponds. The post-mining ponds inchlde Pond H and Pond I \vhich have a <br />combined capacity of only 0.32 ac-ft. They are incised ponds that intercept an <br />insignificant amount of drainage area in terms of the design flood calculations (11.3 <br />acres out of a total drainage area of 265 S acres). <br />4. Section 16 Yond, 009A .4s-Built. This dra\vin~. provided by Colo\~~o Coal <br />Company. vras used to obtain the dimensional infa~mation necessary to model the <br />pond in SEDCAD 4. urt'f>'ic r_uc'.-ITru.cs <br />IS-l`l Tatra .-\~tnue lu7 E:nl Fir,111r. t1 illl dntlar Dri~c. Juila '?? <br />Shendnn. AAA ulninc X_'SUI Gillcuc VA~omin_S'71h Casper, AAS nmirg 8'G01 <br />Phunr I UIT fi7_'-U761 Phune 1 2U71 68'-ISiU Phanc 13D71 a7±-'7(17 <br />Pu> 1~07167J--L26~ I~n~ 1_ UT 68'-'_'_i7 F:rn Ii11711:7-118]8 <br />f: mail: inli»hr ~',r~cetngineering.cow E-m;nl: inlin.ll (?'m~~o:neintrring.eoN E-mail'. in li~r,pC`~r~cCrninrerim_.com <br />Pacer Bloek BuilJine <br />i \ve,l 6" :\cenue. Suite -lE <br />hlakna. ]lumona i9GUl <br />Phnne la061 all-1162 <br />Fay (x06)117--1?Si <br />E-(nail: infuhln C`~cwaneinecrine.com <br />
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