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2019-11-27_PERMIT FILE - M2019058 (20)
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2019-11-27_PERMIT FILE - M2019058 (20)
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Last modified
1/6/2025 7:37:03 AM
Creation date
12/2/2019 12:10:01 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2019058
IBM Index Class Name
Permit File
Doc Date
11/27/2019
Doc Name Note
Appendix 1 - Environmental Resource Report
Doc Name
Application
From
Colorado Sand Company LLC
To
DRMS
Email Name
MAC
BFB
Media Type
D
Archive
No
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Appendix-5 <br /> Keenesburg Project RETTEW Project No.114782000 <br /> Colorado Sand Company LLC April26,2019 <br /> Supplement to the Corps of Engineers Wetland Delineation Manual: Great Plains Region, Version 2.0. This <br /> approach recognizes the three parameters of hydrology, vegetation, and soils to identify wetlands. <br /> Palustrine emergent (PEM) wetlands were documented within Ennis Draw at Sample Point W-1 in the <br /> northeast quarter of Section 12,T2N-R64W, at Sample Point W-2 in the southwest quarter of Section 7, <br /> T2N-R63W,at Sample Point W-3 in the southwest quarter of Section 12,T2N-R64W. Upland Sample Points <br /> U-1 and U-2 were collected to document conditions in upland habitat adjacent to Sample Points W-2 and <br /> W-3. Sample Points W-1,W-2,W-3, U-1 and U-2 are depicted on Appendix A, Figure 2. Hydric soils were <br /> observed in multiple soil test pits that were dug throughout the drainage. Wetland Determination Data <br /> Forms were completed to document conditions and are provided in Appendix C. Photographs of the <br /> wetlands within Ennis Draw are provided in Photographs 45—50,63—65,and 68 in Appendix B.Wetlands <br /> were identified but not delineated during the field investigation;areas not investigated as part of the field <br /> investigation may contain additional wetlands.Wetlands and streams are regulated by the United States <br /> Army Corps of Engineers(USACE). <br /> 2.2 Ground Water <br /> The project area falls within the South Platte River Valley. Surficial aquifers here generally contain the <br /> shallowest ground water and consist of Quaternary deposits of alluvial gravel, sand, silt, and clay or <br /> Quaternary deposits of eolian sand and silt (USGS, 1995). The stream valley of the South Platte River is <br /> eroded into the surface of the underlying bedrock formations. The sedimentary rocks that underlie the <br /> alluvium of the South Platte River Valley on the plains generally consist of shale and sandstone of <br /> Cretaceous age that are easily eroded to form broad,gently sloping valleys with meandering streams and <br /> moderately thick alluvium (USGS, 1995).The surficial aquifer of the South Platte River ranges in thickness <br /> from about 20 to 200 feet and ranges in width from about 1 to 15 miles (USGS, 1995). <br /> The project area is within the Denver Basin aquifer system,which underlies an area of about 7,000 square <br /> miles that extends south from Greeley to near Colorado Springs (USGS, 1995). The Denver Basin aquifer <br /> system is not well connected to other major aquifers in the area,and the surficial aquifer along the South <br /> Platte River Valley is the only other major aquifer near the Denver Basin (USGS, 1995). Shallow, <br /> discontinuous surficial aquifers overlie parts of the Denver Basin aquifer system, primarily along small <br /> streams that extend south from the South Platte River. The system consists of four aquifers that are <br /> present in five geologic formations (Illustration 1). The project area is located along the borders of the <br /> Arapahoe and Laramie-Fox Hills aquifers. <br /> Unconfined and confined conditions are present in the bedrock aquifers of the Denver Basin.The aquifers <br /> are unconfined primarily near outcrops where the water table may be at relatively shallow depths. The <br /> aquifers are confined in deeper parts of the basin where confining units restrict vertical movement of <br /> water and cause water levels in wells to rise above the top of the aquifer(USGS, 1995). Depth to water in <br /> wells completed in the north half of the Denver Basin aquifer ranges from 0 to 250 feet. Water in the <br /> aquifer system generally has a low dissolved-solids concentration and, in most areas, meets drinking- <br /> water regulations established by the U.S. Environmental Protection Agency for public water supplies <br /> (USGS, 1995). <br /> The Division of Water Resources (DWR) online web viewer was used to identify water wells within and <br /> adjacent to the project area. Four DWR permitted water wells are depicted on Appendix A, Figure 2. The <br /> DWR water well (permit No. 75237) in Section 1 is currently permitted for watering livestock. Per DWR, <br /> there is a high probability that this well can be re-permitted for drinking water and sanitation uses with <br /> limits of 15 gallons per minute(gpm)and 1/3 acre feet per year.The water well in Section 12(permit No. <br /> 159505) and the water well in Section 7(permit No. 75234)are both used for watering livestock. <br /> 2 <br />
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