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PERMFILE120828
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PERMFILE120828
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Entry Properties
Last modified
8/24/2016 10:19:25 PM
Creation date
11/25/2007 8:48:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
m2004044
IBM Index Class Name
Permit File
Doc Date
6/15/2004
Doc Name
Application Part 2 - Exhibits J-S
From
Aggregate Industries - WCR Inc.
To
DMG
Media Type
D
Archive
No
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Ulm loams (5-9% slopes) are located in a thin linear band running from south to north <br />below the Brantner Ditch in the fill area. This map unit consists of a heavy loam topsoil <br />seven inches thick underlain by silty clay, clay, and clay loam to four feet. The Ulm series <br />is not listed as hydric by the U.S. Army Corps of Engineers (1987). <br />Nunn clay loam (1-3% slopes) is found in a narrow linear band topographically below the <br />Ulm loams and above the Brighton Ditch at the toe of the terrace slope. Nunn soils are <br />formed in alluvial material and typically have a loam surface horizon six inches thick. The <br />surface horizon is underlain by clay, loam and silty loam to four feet. Nunn series soils are <br />not listed as hydric (USAGE, 1987) <br />Wet alluvial land is located immediately east of and topographically below the Brighton <br />Ditch along the east boundary of the site. This soil type is found on or near level <br />bottomlands next to stream channels. The materials that make up this soil type are <br />extremely variable and include stratified layers of dark-colored silt, loam, and clay. The <br />layers are generally less than six inches thick and are underlain by sand, fine sand, and <br />some gravel at depths of one to three feet. <br />STUDY METHODS <br />Aggregate Industries provided Savage and Savage with a map that identified and located <br />the area of interest and adjacent surrounding areas. Upon arrival at the site, the study area <br />boundaries were driven and walked, and the character of the area was established. <br />After establishing the boundaries and reference points for mapping purposes, a <br />jurisdictional wetland delineation was conducted. The survey and delineation were <br />conducted in accordance with the requirements of the U.S. Army Corps of Engineers <br />Wetlands Delineation Manual (USAGE, 1987). To determine the areas are subject to <br />Corps jurisdiction, three criteria were evaluated: (1) evidence of a hydrologic regime <br />reflecting saturation or periodic inundation by surface or ground water of sufficient <br />duration and frequency, (2) soils which are considered hydric by classification or field <br />characteristics indicating anaerobic conditions, and (3) a prevalence of vegetation typically <br />adapted to areas of wetland hydrology and soils. <br />Dominant individual plant species were identified, and their wetland indicator status was <br />assessed at each potentially jurisdictional wetland (USFWS, 1988). Evidence of the <br />hydrologic regime at the sample point was collected and evaluated. Soil units were <br />identified from the Soil Conservation Service (USDA, 1974). Color photographs of the <br />potential wetlands were taken and are being maintained in the permanent data file, with <br />relevant photographs included in the Figures section of this report. <br />Tucson Project Fill Area: Jurisdictional Wetland Delineation and Determination Page 3 <br />
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