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Rick Griffin COMMUNITY DEVELOPMENT PA-0800307 (SA) eperation. 1. ST-AA t�,pe truoks are te be used, a letter- r-eques4iiig designation of the pfoposed tefminal will be r-equir-ed prior-to issuanee of building peFmits. 3 Th� PPA4 A RlnAd ZAn�. tlqpq ornsses the par-eei shall be delineated on the sit�plan and wet stamped. The FE44A Fleedway thiat efesses the paFeel shall be delilleated an the site plan andwet stamped by a licensedcivil e Depar-tment ef Fish and Ga.— demonstrates the fight to disehaFge stefinwater- inte the Cal awr-as River-thfough the existing - Upon safis��en elf tff_� .1'eve r-eq irements, the following Gonditions of AppFoval shall apply. Additional ,.1: ati RECOMMENDATIONS: 1. An encroachment permit from Caltrans shall be required for work within SR 26 right-of-way. P .q g Y 2. The Traffic Impact Mitigation Fee shall be required for this development. The fee is due and payable at the time of building permit application. The fee shall be automatically adjusted July 1 of each year by the Engineering Construction Cost Index as published by the Engineering News Record.) (Resolution R-00-433) 3. The Regional Transportation Impact Fee shall be required for this development. The fee is due and payable at the time of building permit application. The fee is based on the current schedule. (Resolution R-06-38) l 4. The Water Supply Facilities Impact Mitigation Fee shall be required for this development. The fee is due and payable prior to issuance of the building permit. The fee shall be automatically increased on January 1 of each year through the year 2015 at the rate of 4.55 percent. (Development Title Section 9-818.4 and Resolutions R- 91-327, R-94-185 and R-97-5) i 5. A copy of the Final Site Plan shall be submitted prior to release of building permit. 6. Verification shall be obtained from the Solid Waste Division (468-3066) that this development has met the requirements of the Waste Plan Format for Development Projects. Final Site Plan is required upon submittal of verification. 7. Drainage from the site shall be retained on-site by a retention basin and meet the requirements of San Joaquin County Development Standards. Retention ponds shall be fenced with six (6) foot high chain link fence or equal when the maximum design depth is 18 inches or more. Required retention basin capacity shall be calculated by a registered civil engineer, licensed contractor or an architect prior to release of Building Permit. (Development Title Section 9-1135.9) a