Laserfiche WebLink
- 8- <br />WYOMING FUEL COMPANY MUST PROVIDE: <br />1. LINING OF DIVERSION DITCH E UPON CONSTRUCTION WITH COMPETENT ROCK RZPRAP <br />WITH A DSO OF NOT LESS THAN SIX INCHES, OR <br />2.' A DESIGN FOR A DITCH COLLECTION SYSTEM, WHZCN WILL ELIMINATE THE NEED <br />FOR TEMPORARY IMPOUNDMENT NO. 1 AND THEREBY REDUCE THE DESIGN FI.oW FOR DITCH <br />E TO THE 10-YEAR, 24-HOUR STORM PEAK FLOW. THIS DESIGN SHALL INCLUDE ALL <br />ASSUMPTIONS, METHODS AND CALCULATIONS NECESSARY TO ASSURE COMPLIANCE WITH <br />. 4.05.3, AND SHALL BE PROVIDED TO THE DIVISION WITHIN 30 DAYS OF PERMIT ISSUANCE. <br />There is an apparent discrepancy between the design information provided for Ditch E <br />in Appendix Q and the existing topography. The cut to establish the ditch alongside <br />the pit highwall will be greatly in excess of three feet, as shown in the design <br />drawing. There will also be considerable material to be moved and no mention is given <br />of the method of disposal of the excavated material. Therefore, the Division imposes <br />the following stipulation: <br />WYOMING FUEL COMPANY WILL PROVIDE A REVISED DESIGN DRAWING OF DIVERSION DITCH <br />E (CROSS-SECTION) WHICH SNOWS THE GREATEST DEPTH OF CUT NECESSARY TO ESTABLISH <br />GRADE AND DESCRIBE THE INTENDED DISPOSITION OF MATERIAL EXCAVATED IN THE <br />CONSTRUCTION, PRIOR TO ANY WORK BEING DONE ON DIVERSION DITCH F.. <br />With the acceptance of the above stipulations, the applicant will be in compliance <br />with all sections of 9.05. <br />Monitoring <br />Wyoming Fuel Company has provided a surface water quality and quantity monitoring <br />station, below all areas of disturbance, in the ephemeral drainage identified as <br />the North Fork of Bolton Draw. [Wyoming Fuel Company has also provided a surface <br />water monitoring site at the culvert under the M&T access road (proposed haul road). <br />The flow data collected during May, 1980 is shown bn Table 13, page 53, Appendix <br />C, Volume I. The two surface water quality reports are located in the Water Quality <br />Reports section of Appendix C, Volume II. Both of the water quality samples were <br />obtained on May 19, 1980. The water quality samples were apparently obtained at <br />times when no flow measurements were made. The flow measurements given do not provide <br />sufficient information to determine the seasonal fluctuation of f1 ow, Wyoming Fuel <br />Company has committed to providing weekly flow estimates during the runoff season <br />(page 80, Volume I). As a crest stage recorder is on site, it is possible to obtain <br />an estimate of the peak flow generated by the Summer convective storm season. This <br />could be accomplished by cleaning the staff after each reading, recharging the cork <br />and monitoring the gauge monthly from May through September. This information would <br />be valuable in showing the seasonal fluctuations in flow and may be useful in <br />verifying peak flow estimates. For this reason, the Division imposes the following <br />stipulation: <br />WYOMING FUEL COMPANY MUST PROVIDE A REPORT TO THE DIVISION ANNUALLY OF WATER <br />QUANTITY MEASUREMENTS MADE AT THE SITE. THESE MEASUREMENTS WILL INCLUDE <br />MONTHLY PEAK FLOWS AS MEASURED BY THE CREST STAGE RECORDER FROM MAY THROUGH <br />SEPTEMBER, AS WELL AS THE WEEKLY WEIR MEASUREMENTS MADE DURING THE RUNOFF SEASON. <br /> <br />