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<br /> -8- <br /> <br /> <br />EXHIBIT B <br /> <br />Special Conditions <br /> <br />1. Applicant will install and maintain erosion protection matching the typical details in the <br />original Drain 62 plan unless the District s engineer approves an alternative plan. <br /> <br />2. Any excavation that occurs within the drain right-of-way, including the channel side- <br />slope, will be graded to reestablish the existing channel section and seeded at the <br />conclusion of the installation. Applicant is responsible for the establishment of <br />vegetation after seeding. <br /> <br />3. Applicant will allow passage of storm water through the construction area during runoff <br />events and will not disrupt the designed function of the Drain. <br /> <br />4. In accordance with Section 7 of this Permit, Applicant is responsible for any side-slope <br />failures or slumping that occurs because of Applicant s Utilities and Applicant is <br />responsible for the costs of repairing damages that result from improper or poor pipe <br />installation, from pipe separation, or from failed erosion protection. <br /> <br />5. Applicant will replace any excavated material using a method of compacted horizontal <br />lifts. Replacement of material in layers will not exceed 9 inches in thickness between <br />compaction. Applicant will utilize appropriate mechanical compaction methods such as a <br />sheepsfoot. <br /> <br />6. Applicant will install cast iron flap gates at culvert outlets; specifically, Applicant will <br />install Waterman F-10 or Fresno Valves & Castings Series 6000 Model 10C unless the <br /> approves an alternative. <br /> <br />