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REV103037
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REV103037
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Entry Properties
Last modified
8/25/2016 1:13:47 AM
Creation date
11/22/2007 1:02:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984041
IBM Index Class Name
Revision
Doc Date
1/26/1990
Doc Name
APPLICATION FOR AMENDMENT OF 112 PN M-84-041 EXHIBIT G-WATER INFORMATION
Type & Sequence
AM2
Media Type
D
Archive
No
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~ 1111111111111111111 ~ s~,, `-~'~-~a <br />APPLICATION FOR AMENDMENT OF 112 PERMIT NUMBER M-84-041 <br />EXHIBIT G - WATER INFORMATION <br />The area contains no active streams, springs or lakes. The rock <br />(gypsum) has a very low porosity and permeability and has not been <br />found to contain any ground water. Some small caves have been <br />found in the rock which apparently follow old fracture lines. <br />These caves will carry run-off water at times, but have not, as <br />yet, been found to hold water. <br />Due to the steep slopes and sparse vegetation, storm run-off is <br />very rapid. Some of the drainage pattern of the area will be <br />modified as a result of the mining operation. The drainage ditch <br />in the haul road (A) to (B) will intercept drainage from above it <br />on the west slope of the ridge resulting in a more concentrated <br />flow at point (A). A sedimentation-check pond will be constructed <br />near point (A) to buffer the effects of this concentration and to <br />reduce sediment loading. The sedimentation-check pond constructed <br />adjacent to the county road in conjunction with the first mining <br />area will continue to be maintained. Sedimentation-check pond <br />dams will be constructed in the gulches to the south of areas (C) <br />and (E) which collect the drainage from that area. <br />Sedimentation-check ponds are indicated on the maps by (J). <br />The new haul road will cross Road Gulch at approximate station <br />2+00. The 100 year, 24 hour storm flow for the drainage area of <br />Road Gulch has been computed using the Soil Conservation Service <br />TR-20 hydrological analysis. This flow was computed at 1045 cubic <br />feet per second. It has been computed that a 9 foot diameter <br />corrugated metal pipe on a grade of 0.035 feet/foot will carry a <br />flow of 1125 cubic feet per second. The summary sheet of the <br />computer printout and the drainage area map is attached, and the <br />entire printout is available on request. <br />The only water which may be used in association with the <br />processing of the gypsum is for dust control within the operation <br />and on the roads. This water will amount to less than 100,000 <br />gallons per year and will be acquired from the Town of Gypsum and <br />transported to the site by tank truck. <br />EXHIBIT H - WILDLIFE INFORMATION <br />The area contains no known threatened or endangered species <br />of wildlife as designated by Federal or State agencies. Due <br />to the minimal vegetation on the site, the resident wildlife <br />population on the site is very small. A few deer and elk have <br />been observed traversing the area in the winter, however, there is <br />no evidence that more than a few individual animals "winter" in <br />the general area of the site. <br />It is anticipated that the mining and subsequent reclamation <br />revegetation of the site will improve the wildlife habitat by <br />providing more feed to the area than now exists. <br />JEROME F. GAMBA & ASSOC. <br />CONSULTING ENGINEERS <br />
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