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Stipulation No. 14 THE APPLICANT MUST INSTALL A STAFF GAGE CLEARLY MARKED WITH THE 60% CLEANOUT ELEVATION IN THE SEDIMENT POND. Stipulation No. 15 BEFORE THE PERMANENT POND DESIGN CAN BE CONSIDERED ADEQUATE, THE APPLICANT MUST JUSTIFY THE USE OF A CURVE NUMBER OF 72. THIS MUST BE DONE WITHIN THIRTY (30) DAYS OF PERMIT ISSUANCE. Stipulation No. 16 WITHIN THIRTY (30) DAYS OF PERMIT ISSUANCE, THE APPLICANT MUST PROVIDE THE DIVISION WITH DETAILED POND OUTFLOW CALCULATIONS DEMONSTRATING THAT THE 12-INCH DIAMETER PRINCIPAL SPILLWAY WILL NOT DE WATER THE MAJORITY OF WATER IN THE SEDIMENT POND BEFORE 24-HOURS FOLLOWING A DESIGN STORM. IF THESE CALCULATIONS SHOW AN INADEQUATE HOLDING TIME, THE PRINCIPAL SPILLWAY/DE WATERING DEVICE MUST BE REDESIGNED, AND RECONSTRUCTED WITHIN 60 DAYS OF PERMIT ISSUANCE. Stipulation No. 17 WITHIN THIRTY (30) DAYS OF PERMIT ISSUANCE, THE APPLICANT WILL SEAL THE POND WITH A NON-TOXIC BENTONITE SEAL TO PREVENT FUTURE INFILTRATION. Stipulation No. 18 WITHIN THIRTY (30) DAYS OF PERMIT ISSUANCE, THE APPLICANT MUST SUBMIT TO THE DIVISION FOR APPROVAL A DETAILED PLAN FOR MONITORING THE SEDIMENT POND pH AND TREATING THIS WATER IF NECESSARY. THE TREATMENT PLAN SHOULD INCLUDE THE TYPE AND AMOUNT OF REGEANT TO BE UTILIZED, METHOD OF APPLICATION, AND WHEN AND HOW THE PLAN WILL BE IMPLEMENTED. Stipulation No. 19 PRIOR TO THE DIVISION APPROVING THE SMALL AREA EXEMPTION, THE APPLICANT MUST COMMIT TO NO COAL STORAGE IN THIS AREA OR DEMONSTRATE THAT IN GRANTING THIS SMALL AREA EXEMPTION THERE WILL BE NO INCREASE IN SUSPENDED SOLIDS OUTSIDE THE PERMIT AREA.