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STIPULATION N0. 13: <br />AT LEAST 90 DAYS PRIOR TO INITIATION OF POND CONSTRUCTION THE PERMITTEE WILL <br />SUBMIT A TECHNICAL REVISION INCLUDING DESIGN INFORMATION FOR THE SIX PROPOSED <br />STOCK PONDS, DEMONSTRATING COMPLIANCE WITH THE REQUIREMENTS OF RULE <br />4.05.9(1). THE DESIGN INFORMATION MUST INCLUDE THE FOLLOWING: <br />1. AN OUTLINE OF THE DRAINAGE AREA FOR EACH POND. <br />2. A CONSERVATIVE ESTIMATE OF ANNUAL SEDIMENT VOLUMES FOR EACH POND. <br />3. PEAK FLOW CALCULATIONS AND ACCOMPANYING ASSUMPTIONS DOCUMENTING THAT <br />RUNOFF FROM A 25-YEAR, 24-HOUR STORM CAN BE PASSED THROUGH THE EMERGENCY <br />SPILLWAY OF COMBINATION OF PRINCIPAL AND EMERGENCY SPILLWAYS FOR EACH <br />POND. <br />4. DIMENSIONS AND LOCATION OF THE CUTOFF TRENCHES. <br />5. THE SOURCE AND TYPE OF MATERIAL TO BE USED IN THE CUTOFF TRENCHES AND THE <br />EMBANKMENTS. <br />6. THE ELEVATION OF THE EMBANKMENTS AND THEIR WIDTHS. <br />7. THE CREST INVERT ELEVATION OF THE EMERGENCY SPILLWAYS, THEIR HEIGHT AND <br />THEIR SHAPES. <br />8. THE SPECIFICATIONS (MATERIAL, GAUGE, SIZE, LOCATION, ELEVATION) OF THE <br />PRIMARY DEWATERING DEVISE AND THE LOCATIONS AND DIMENSIONS OF ANTI-SEEP <br />COLLARS. <br />9. A DESCRIPTION OF FOUNDATION PREPARATION AND FILL PLACEMENT ACTIVITIES AS <br />WELL AS THE EXPECTED CONSTRUCTION SCHEDULE. <br />-3- <br />