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INSPEC39850
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INSPEC39850
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Last modified
8/24/2016 9:44:19 PM
Creation date
11/18/2007 11:13:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1978056
IBM Index Class Name
Inspection
Doc Name
Inspection Report
From
DMG
To
Tusco Inc.
Inspection Date
1/23/2004
Media Type
D
Archive
No
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(Page 2) <br />MINE ID # OR PROSPECTING ID #: rn-~a~R-nsF <br />INSPECTION DATE: m/~~ina INSPECTOR=S INITIALS: TAS <br />1. A site inspection was made of the Durham Pit in response to a citizen complaint received from Michael D. Bliss and <br />Robert D "Bud" Bliss on December 19, 2003 (see attached correspondence). The Bliss property in question is immediately <br />north of the Durham Piton the north side of the Poudre River. The complaint lists possible (future) Flood related impacts <br />due to Varra Companies's activities of constructing a dike along the south bank and within the Floodway of the Poudre <br />River.; and possible impacts to a number of groundwater wells on the Bliss property located within Sections 3, 9, & 10 <br />TSN, R65W, 6`" PM Weld County. Discussions were held with Michael & Robert Bliss prior to the inspection. Present <br />during the inspection was Brad Janes. <br />2. This inspector notes that both concerns noted above are being addressed per the Division's adequacy review of the <br />operator's pending amendment application. Mr. Bliss has also sent objections to the pending amendment application and <br />is expected to participate in the scheduled January 30, 2004 pre-Hearing Conference in Greeley. <br />3. The Division previously approved and issued a mining and reclamation permit for the Durham Pit to M S <br />Corporation/Michael Miller on September 26, 1984. The permit was subsequently transferred from M S <br />Corporation/Michael Miller to Varra Companies, Inc. on October 21, 1999. The approved mining plan specifies the <br />following conditions for construction of the flood control dike in question: "The dike wi//be constructed approximately 100 <br />feet wide as measured from the too of the river side of the dike to the toe of the dike on the lake's edge. The dike will be <br />raised to a point approximately 9 feet above the bed of the Cache La Poudre River. The too of the dike will be <br />aooroximately 30 feet with the slope toward the lake at approximately 5.•1. The dike on the river side will be 2:1. The <br />dike will be seeded in the first approariate season fol%wing its mmnletion. The river side of the dike will be riprapped <br />with broken concrete and other suitable material. The interior portion of the dike will also be re-enforced with similar <br />material before being covered with overburden and topsoil." <br />4. A series of cross sectional profiles and corresponding measurements were taken of the south bank of the Cache La <br />Poudre River at several undisturbed locations including the Fern Street Bridge, and immediately downstream of the <br />eastern permit boundary. Representative cross sectional profiles and corresponding measurementr were also taken at <br />nine (9) locations along the existing flood control dike, and within the Durham Pit permit boundary. The measurements <br />were taken with rudimentary survey equipment by this inspector and Mr. Janes. Attached are cross-sectional diagrams <br />and a map showing the location where the various cross sections were measured. The results confirm that the <br />undisturbed or "natural" elevation of the south bank of the Cache La Poudre River averages 7.5' above the bed of the <br />river channel; and the crest of the existing flood control dike averages 15.7' above the bed of the river channel. For the 9 <br />cross sections taken along the length of the flood control dike, the crest of the dike ranged from 13.5' to 21.0' atwve the <br />bed of the river channel. There were no measurements recorded where the crest of the Flood control dike was 9' or less <br />above the bed of the river channel as specified in the approved mine plan. The Division considers the height of the flood <br />control dike to be a problem that will require both temporary and long-term corrective actions. Please see pages 4 & 5 <br />for corrective actions. The 9 cross sections also indicate that finish grading and riprap installation will be needed along a <br />majority of the entire length of the flood control dike prior to final reclamation. Based upon Floodplain/Floodway <br />designation maps provided by the City of Greeley, it appears that the existing flood control dike occurs within the <br />Floodway of the Cache La Poudre River. (See attached copy of the floodplain/Foodway designation map). <br />
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