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2012-09-06_REVISION - M2008070 (25)
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2012-09-06_REVISION - M2008070 (25)
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Last modified
6/15/2021 2:25:46 PM
Creation date
9/13/2012 12:29:01 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008070
IBM Index Class Name
Revision
Doc Date
9/6/2012
Doc Name
AM-01 DESIGN & OPERATIONS PLAN, PROPOSED WASTE DISPOSAL FACILITY
From
WESTERN GRAVEL
To
DRMS
Type & Sequence
AM1
Email Name
THM
Media Type
D
Archive
No
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Design and Operations Plan <br />Western Gravel E & P Waste Disposal Facility <br />October 24, 2011 <br />Page 8 of 51 <br />Arch forms the northwest basin boundary that separates the Piceance Basin from the Uinta Basin located to <br />the west. <br />The Fort Union, Wasatch, and Green River Formations are Paleocene and Eocene age lacustrine rocks that <br />were deposited in ancestral Lake Uinta, located in northwest Colorado and northeast Utah. These three <br />formations are present in the Piceance Basin. Based upon published information, the facility is located in the <br />vicinity of the Wasatch Formation and overlying Green River Formation contact. The Fort Union Formation <br />underlies the Wasatch. Bedrock at the site has been identified as Wasatch Formation. Wasatch in the area <br />has been characterized as claystone, siltstone, mudstone and shale of mostly fluvial origin up to 4,000 feet in <br />thickness. Underlying Fort Union, Wasatch, and Green River Formations in the Piceance Basin are late <br />Cretaceous age rocks belonging to the Williams Fork Formation. <br />Economically significant deposits include the Garden Gulch and Parachute Creek Members of the Green <br />River Formation that overly the Wasatch contain significant oil shale deposits. Both Garden Gulch and <br />Parachute Creek Members are located in mountainous terrain to the southwest. Garden Gulch Member is <br />located approximately 1/2 mile and Parachute Creek Member approximately one mile from the site. <br />Geologic information is provided in Appendix B. <br />2.3.2.2 Unconsolidated Materials <br />Unconsolidated materials at the site consist of alluvial clay overlying terrace sands and gravels that are <br />located on bedrock benches above the White River. Alluvial deposits associated with the river are mainly <br />silty sand and rounded gravel and cobbles composed of sandstone, quartzite, basalt, and granite fragm ents. <br />Gravel deposits at the site are currently being mined and processed (e.g. crushed, screened) for commercial <br />use. Maximum thickness of the Quaternary age gravel and clay deposits at the site is approximately 15 feet <br />to 20 feet. <br />Based upon United States Department of Agriculture (USDA) published data, shallow soil at the site is <br />classified Borollic Calciorthids -Guben complex that is found on terraces and 6 to 50 percent slope s. This <br />complex extends east and west along a terrace that overlooks the White River to the north. This well drained <br />complex typically ranges to depths up to 60 inches below ground surface (bgs). Both the Borollic <br />Calciorthids portion of the complex and Guben portion are characterized as various type loams. However, <br />Borollic Calciorthids is composed of finer materials (e g Channery loam, clay loam, loam, silt clay loam) <br />than the Guben (e.g. extremely to very gravelly sandy clay loam, very gravelly clay loam, extremely gravelly <br />sandy loam, very cobbly sandy loam). The capacity of the most limiting soil layer to transmit water is <br />moderately high in the Borollic Calciorthids and moderately high to high in the Guben. Flooding and/or <br />ponding do not occur in this complex. <br />Shallow soil to the south is classified as Yamac loam that occurs on 2 to 15 percent slopes. Yamac consists <br />of fine loams (e.g. loam, clay loam, silt loam) and extends to depths of approximately 60 inches bgs. Yamac <br />is well drained and the capacity of the most limiting layer to transmit water is moderately high to moderate. <br />Flooding and/or ponding do not occur in Yamac loams. <br />Tremble loam is located in lowlands along the White River and north side of the property but outside the <br />COD. Moderately well drained Tremble consists of loam and sandy loams that occur along stream terraces, <br />flood plains, and valley floors that exhibit zero to three percent slope. Tremble soils can extend to depths of <br />approximately 60 inches bgs. Capacity of the most limiting layer to transmit water is high. Unconsolidated <br />materials information is provided in Appendix B. <br />NWCC, Inc. <br />
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