Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2011_PS-1102000 thru PS-1102500_ - PS-1102138

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their respective officers, agents, employees, successors and assigns (collectively, the "State"), safe and harmless, of and from all claims and damages related to the Central Valley Flood Protection Board's approval of this permit, lincluding but not limited to claims filed pursuant to the California Environmental Quality Act. The State expressly reserves the right to supplement or take over its defense, in its sole discretion. EIGHTEEN: The Central Valley Flood Protection Board, Department of Water Resources, and San Joaquin County Flood Control and Water Conservation District shall not be held liable for any damages to the permitted encroachment(s) resulting from flood fight, operation, maintenance, inspection, or emergency repair. NINETEEN: Construction work shall commence not prior to July 1, 2011 and shall be completed prior to November 1, 2011 unless approved in writing by the Central Valley Flood Protection Board. TWENTY: The permittee shall contact the Department of Water Resources by telephone, (916) 574- 0609, and submit the enclosed postcard to schedule a preconstruction conference. Failure to do so at least 10 working days prior to start of work may result in delay of the project. TWENTY-ONE: A temporary beach mark, set to a known datum, shall be placed at the project site during construction. TWENTY-TWO: Trees and brush cleared for construction shall be completely burned or removed from the floodway. TWENTY-THREE: The abandoned pipe shall be removed from the levee section. TWENTY-FOUR: The new pipe shall be installed through the levee section at a right angle to the centerline of the levee. TWENTY-FIVE: The new pipe shall be placed in an open cut with side slopes of 1 horizontal to 1 vertical or flatter. TWENTY-SIX: The new pipe shall be placed in the center of an open trench that is 2-feet wider than the diameter of the new pipe. TWENTY-SEVEN: Pipe installed in the levee section and within 10 feet of the levee toes shall be new steel and corrosion-proofed externally with a coating of coal-tar enamel; asphalt-saturated felt wrap; cement mortar; or PVC or polyethylene tape wrapped to a thickness of 30 mils, or equivalent. TWENTY-EIGHT: A positive-closure device that is readily accessible during periods of high water shall be installed on the watennrard side of the levee. TWENTY-NINE: A suitable siphon breaker and protective housing shall be installed on the apex of the pipe and shall be located off the levee patrol road. THIRTY: Only impervious material shall be used for bedding or backfill within the levee section. THIRTY-ONE: The invert of the new pipe through the levee section shall be above the design flood Page 3 of 5 DWR 3784(Rev.9/85)