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<br />-3- <br /> <br />B. THE OPERATOR WILL MAKE QUARTERLY INSPECTIONS OF THE SEDIMENT POND IN <br />ORDER TO ASSURE THE OPERABILITY OF THE DISCHARGE STRUCTURES AND <br />STABILITY OF THE EMBANKMENT. <br />STIPULATION N0. 3 <br />THE OPERATOR WILL MONITOR EFFLUENT FROM THE SEDIMENT POND AT THE PROPOSED <br />REFUSE DISPOSAL SITE FOR 7HE FOLLOWING PARAMETERS: <br />FLOW pH <br />Total suspended solids Total dissolved solids <br />Electro-conductivity Ca <br />Mg K <br />Na SAR <br />F1 So <br />Al Cr <br />Cu Fe <br />Mn Cl <br />C03 HC03 <br />MONI70RING DATA WILL 8E SUBMITTED 70 THE DIVISION QUARTERLY. <br />STIPULATION N0. 4 <br />BEFORE PLACEMENT OF 7HE CHANNEL LINING, THE OPERATOR MUS7 7ES7 THE ROCK <br />MATERIAL SELECTED ACCORDING TO ACCEPTED ASTM STANDARDS FOR RIPRAP <br />SUITABILITY: THESE RESULTS SHOULD BE SUBMITTED TO THE DIVISION. <br />CERTIFICATION BY A QUALIFIED ENGINEER IS REQUIRED FOR THE FOLLOWING: <br />A. FINAL GRADE AND ALIGNMENT OF THE RELOCATED CHANNEL; AND, <br />B. PROPER SIZING OF RIPRAP AND GRANULAR FILTER ALONG WITH APPROPRIATE <br />THICKNESS AND PLACEMENT OF THESE MATERIALS. <br />THESE CERTIFICATIONS MUST BE SUBMITTED TO THE DIVISION WITHIN 30 DAYS OF <br />FINAL CONSTRUCTION ON THE CHANNEL DIVERSION. <br />STIPULATION N0. 5 <br />THE OPERATOR MUST SUBMIT A PLAN TO DIVERT CHANNEL FLOW (DURING LOW FLOW <br />SEASON) THROUGH DIVERSION DITCHES OR OTHER APPROPRIATE METHOD WITH A SEDIMENT <br />CONTROL PLAN DESIGNED FOR THE TEMPORARY DIVERSION. THE DIVERSION SHOULD BE <br />DESIGNED TO CARRY A MINIMUM FLOW OF lOcfs. THIS PLAN MUST BE SUBMITTED TO THE <br />DIVISION AS A TECHNICAL REVISION 60 DAYS BEFORE CONSTRUCTION IN THE PRESENT <br />CHANNEL BEGINS. <br />STIPULATION N0. 6 <br />WITHIN 60 DAYS OF PERMIT ISSUANCE, THE PERMITTEE SHALL ERECT STREAM BUFFER <br />ZONE SIGNS ON ALL AREAS BORDERING THE MIDDLE FORK OF THE PURGATOIRE RIVER <br />'WITHIN AND DIRECTLY ADJACENT TO THE PERMITTED DISTURBED AREA. THESE SIGNS <br />MUST BE ERECTED AT THE EDGE OF THE DISTURBED/UNDISTURBED AREA OR 100 FEET FROM <br />THE EDGE OF THE STREAM, WHICHEVER IS LESS. <br />