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2023-10-31_REVISION - M1973021 (2)
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2023-10-31_REVISION - M1973021 (2)
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Entry Properties
Last modified
11/1/2023 10:09:52 AM
Creation date
11/1/2023 9:14:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Date
10/31/2023
Doc Name Note
Attachment B - Final Phase III Drainage Report
Doc Name
Request for Technical Revision
From
Holcim - WCR, Inc.
To
DRMS
Type & Sequence
TR9
Media Type
D
Archive
No
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Table 1-1. Major Drainageway Characteristics Summary <br /> Major Drainageway Drainage Area (square miles) <br /> Strain Gulch 0.5 <br /> Turkey Creek 51 <br /> Bear Creek 164 <br /> Strain Gulch is the only major drainageway directly adjacent to the Site. Where Strain Gulch <br /> meets the upstream extent of the property boundary, it has a drainage area of approximately <br /> 330 acres, which is routed through a 72-inch culvert beneath the north quarry and processing <br /> area. This culvert discharges into the existing stream channel at the eastern property boundary <br /> and north of the entrance haul road. Downstream of the Site, in the Town of Morrison, Strain <br /> Gulch flows into Bear Creek. There are no known issues or improvements needed for this <br /> drainageway. <br /> Turkey Creek, a tributary to Bear Creek, begins in the mountains in the southern portion of the <br /> Bear Creek watershed and has a drainage area of 51 square miles. The basin elevations range <br /> from 5,566 feet at Bear Creek Lake to 10,700 feet at Black Mountain. Turkey Creek flows east <br /> along US-285, south of the Site, and into Bear Creek Lake from the south. <br /> Bear Creek, which begins in the mountains southwest of Denver, is a tributary of the South <br /> Platte River. The total drainage area is 261 square miles, of which 164 square miles are <br /> upstream of Morrison. The basin includes parts of Jefferson, Clear Creek, and Park Counties, <br /> and ranges in elevation from 5,780 feet at Morrison to 14,264 feet at Mt. Evans. Bear Creek <br /> flows into Bear Creek Lake just east(downstream) of the Dakota Hogback geologic formation at <br /> Morrison. This facility is a major flood control reservoir constructed and operated by the U.S. <br /> Army Corps of Engineers (UDFCD 2009). <br /> None of the major drainageways have known FHAD study areas or Outfall System Planning <br /> studies that will affect the proposed mine plan for the Site. Both Bear and Turkey Creeks have <br /> floodplains delineated as shown in the Federal Emergency Management Agency (FEMA) Flood <br /> Insurance Rate Map (FIRM) (see Appendix A) but that are well outside of the Site boundary. <br /> No known channel improvements are expected because minimal impacts are anticipated for the <br /> major drainageways. There are no known irrigation facilities that will be influenced by Site <br /> drainage patterns. <br /> 1.4 Sub-Drainage Basins <br /> There are nine sub-basins on Site as shown on the existing Drainage Area Maps (see Appendix <br /> B). The subbasins either report to a permitted outfall or are off-site basins included to compare <br /> with proposed conditions. Table 1-2 shows a summary of the sub-basins characteristics. <br /> 1670 Broadway,Suite 3400,Denver,CO 80202-4824 hdrinc.com <br /> (303)764-1520 <br />
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