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REV13944
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REV13944
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Entry Properties
Last modified
8/25/2016 1:25:06 AM
Creation date
11/21/2007 10:47:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988037
IBM Index Class Name
Revision
Doc Date
4/26/1996
Doc Name
UNITED NORWOOD PIT PN M-88-037 AMENDMENT AM-001
From
UNITED COMPANIES
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
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<br />1 Local Geology, Groundwater and Drainage <br /> United Companies, Inc. Norwood Pit is located on a high plateau <br /> on the southwest flank of the Uncomphagre Plateau between the San <br /> Miguel River and its associated canyon and Naturita creek and its <br />' canyon. Maverick draw drains the central portion of the plateau <br /> trending to the northwest. The slope of the gravel pit area is <br /> generally flat on top of a bench above the San Miguel River, <br /> which is located approximately 900 feet below in the canyon to <br />' the northeast. The slope of the south west side of the pit <br /> grades slightly downward to Maverick Dra w at about 2 degrees. <br />' The bench has an elevation differential of about 40 feet from <br /> southwest to northeast at 7240 - 7280 feet above sea level and is <br /> classified as semi-arid. <br />' <br />The Norwood Pit site primarily drains into the Nelson Ditch, with <br />' lesser amounts probably reaching the San Miguel River and <br />Maverick Draw. There is no flood potential on the property. The <br />' currently operating pit in Phase I has been mined 50 feet below <br />ground level and with no groundwater being found. There is no <br />' intention to mine deeper than 50 feet in the proposed future <br />Phases II - IV. <br />' Observations were made on the cut faces of the existing pit, as <br />well as, the rest of the mentioned property in order to obtain <br />' information on the depths of the soil layers and their <br />characteristics. The east end of current mining in Phase I has <br />' approximately 10' of unconsolidated fill material which is <br />composed of the natural overburden material described below. <br />' Following the fill materials is 4" of greenish brown well-graded, <br />rounded, sand and gravel. This material is understood to be the <br />remnants of natural fines from an asphalt plant located in the <br />' area in the past. The natural ground level contains 6" of dark <br />reddish brown silty clay with fine sand, which contains fractures <br />' making it blocky, is stiff to very stiff, and is slightly moist <br />to dry. The natural overburden material is present form 6" to 3' <br />' 6 <br />
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