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L <br />0 <br />n <br />L! <br />L <br />C <br />C. The Contractor shall submit to the engineer data including: <br />1. Basic materials. <br />2. Test records. <br />3. Size and spacing of flare components. <br />4. Structural calculations signed by a California registered Civil or <br />structural engineer for the flare and anchor bolts using seismic zone <br />4 and special wind region with exposure C. Calculations shall be <br />prepared based on a flare stack 10 feet taller than that supplied to <br />allow a future flare stack extension to be welded to the flare stack. <br />5. Anchor bolt locations and details. <br />6. Operation and Maintenance, manuals for all flare and associated <br />equipment and controls. _ <br />0 <br />North County LFG Collection System 2 FLARE STATION ENCLOSED GROUND FLARE <br />San Joaquin County Public Works Section 11550 <br />A. The flare shall be designed for long-term operation n accordance with the <br />Performance Requirements. <br />B. The control system provided shall include all safety devices indicated on the <br />drawings; or otherwise required by the manufacturer to ensure proper system <br />operation. <br />C. The flare stack shall be designed so that a flare stack extension of 10 feet <br />can be easily welded or bolted to the lower stack without modifications to <br />the anchor system or lower stack. <br />0 <br />North County LFG Collection System 2 FLARE STATION ENCLOSED GROUND FLARE <br />San Joaquin County Public Works Section 11550 <br />