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2024-08-22_PERMIT FILE - C1981019A
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2024-08-22_PERMIT FILE - C1981019A
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Last modified
8/29/2024 9:35:44 AM
Creation date
8/22/2024 8:04:05 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
8/22/2024
Doc Name
Volume 1 Rule 4
Section_Exhibit Name
Rule 4 Performance Standards
Media Type
D
Archive
Yes
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RULE 4 PERFORMANCE STANDARDS <br /> <br />Rule 4 Performance Standards 4-12 Revision Date: 8/15/22 <br /> Revision No.: TR-155 <br />area exemption.Please see Volume 2C, Item 18 for the small area exemption demonstration (grass <br />filter) for the Gulch A watershed. <br /> <br />4.05.7 Discharge Structures <br /> <br />The sedimentation ponds at Colowyo are designed to treat the 10-year, 24-hour storm event in <br />accordance with Rule 4.05.6(3)(a) or fully contain the 100-year, 24-hour event. As such, the <br />general operation of the ponds that are designed to discharge will be a passive discharge system <br />where water is allowed to discharge automatically as necessary. Ponds designed to the 100-year, <br />24-hour storm event will fully contain the storm event and be managed as non-discharging <br />structures. Colowyo will sample discharges as appropriate to remain in compliance with <br />applicable CDPS Permit requirements. Pond dewatering through a manual headgate may be <br />performed as necessary to lower the water level depending on operational requirements. Manual <br />dewatering of ponds will meet applicable CDPS Permit standards. Discharge from sedimentation <br />ponds will be controlled by energy dissipaters and flow check devices where necessary. All <br />embankment ponds utilize separate principal and emergency spillways with the emergency <br />spillway located at a minimum of 1 foot above the elevation of the maximum water surface during <br />the discharge of the 10-year, 24-hour storm event through the principal spillway. The principal <br />spillways are designed for the 10-year, 24-hour storm event and the emergency spillways are <br />designed to pass the 25-year, 24-hour storm event in accordance with Rule 4.05.9(2)(c)(i). The <br />design requirements for existing ponds can be found on each of the pond as-built drawings or in <br />Volumes 2D and 2E Exhibit 7. All embankment sedimentation ponds will provide a non-clogging <br />dewatering device or conduit spillway to remove water storage from inflow. Design requirements <br />for all sediment ponds associate with the Collom Pit be found in Exhibit 7, Item 23. For <br />compliance purposes, in systems that incorporate ponds in a series, CDPS effluent quality <br />parameters will only apply to the last pond in the series that directly discharges into the receiving <br />stream or drainage. Out of pit designed ponds internal to the last pond in the series will be <br />inspected and maintained in the same manner as the “compliance” pond to ensure proper sediment <br />control and design performance. <br /> <br />The sumps along Haul Road A are required to have flow measurement devices at the outflow of <br />each sump. Each sump therefore will have a flume installed at the outflow to measure any flow <br />discharged from each sump. <br /> <br /> <br />
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