GENERAL34267 - Laserfiche WebLink

Home Browse Search

Stipulation No. 7 WITHIN 30 DAYS OF PERh1IT ISSUANCE THE PERMITTEE f4UST SUBMIT DESIGNS FOR THE MIDDLE CREEK DETENTION BASIN ADEQUATE TO CONTAIN THE FLOWS FROM THE 10 YEAR - 24 HOUR STORM AND IN CONFORMANCE WITH RULE 4.05.6. APPROVAL OF THE DESIGN MUST BE OBTAINED PRIOR TO CONSTRUCTION. Stipulation No. 8 WITHIN 30 DAYS OF PERMIT ISSUANCE COLORADO YAMPA COAL COh1PANY MUST SUBMIT TO THE DIVISION, TO BE INCORPORATED INTO THE PERMIT APPLICATION, A PLAN FOR DE WATERING THE DETENTION BASINS TO THE ELEVATION NECESSARY TO CONTAIN THE 10 YEAR - 24 HOUR STORM. THIS PLAN SHOULD INCLUDE THE RUNOFF CALCULATIONS FOR THE STURM AND THE POND ELEVATION NECESSARY TO CONTAIN THIS RUNOFF WITHOUT DISCHARGING THROUGH THE EMERGENCY SPILLWAY. SEDIMENT INFLOW NEEDS TO BE CONSIDERED IN THIS CALCULATION. Stipulation No. 9 THE PERMITTEE MUST SUBhiIT TO THE DIVISION, TO BE INCORPORATED INTO THE PERMIT APPLICATION, A PLAN FOR POND MAINTENANCE AND CLEAN OUT SO THAT THE POND WILL HAVE ADEQUATE VOLUME FOR STORAGE OF THE 10 YEAR - 24 HOUR STORM. THIS INFORMATION MUST BE SUBMITTED 30 DAYS OF PERMIT ISSUANCE. Stipulation No. 10 BECAUSE THE RETENTION OF WATER IN THE DETENTION BASINS WILL EXCEED 2 AC-FT, THE PERMITTEE MUST CONTACT THE STATE WATER COURT TO FILE AfV AUGMENTATION PLAN SHOULD THIS WATER BE NEEDED. THE PERMITTEE SHALL PROVIDE THE DIVISION WITH A COPY OF THE SUBMITTED AUGMENTATION PLAN WITHIN 60 DAYS OF PERf4IT ISSUANCE. Stipulation No. 11 WITHIN 60 DAYS OF PERMIT ISSUANCE, THE PERMITTEE f4UST SUBMIT TO THE DIVISION, TO BE INCORPORATED INTO THE PERMIT DOCUMENT, A PLAN FOR RECLAMATION OF THE ENERGY MINE NO. 3 AND MIDDLE CREEK DETENTION BASINS OR A PLAN FOR PREMANENT STRUCTURES PER RULE 4.05.9. Stipulation No. 12 PRIOR TO ANY DISTURBANCE IN THE ENERGY MINE N0. 3 AREA, THE PERMITTEE MUST SUBMIT TU THE DIVISION PROOF THAT THE ENERGY MINE N0. 3 DETENTION BASIN NPDES DISCHARGE POINT HAS BEEN REACTIVATED. Stipulation No. 13 WITHIN 30 DAYS OF PERMIT ISSUANCE, THE PERMITTEE MUST SUBMIT DESIGNS FOR DITCHES F1, F2 AND F3 AND THE TWO 24 INCH CULVERTS ASSOCIATED WITH DITCH F2.