AZ vs. CA:07 California Exhibits, Vol. VII; Nos. 326-370

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-5- 8. Conduit System (describe main conduits only) (a) Canal, Width on top (at water line) Approx. 75' Cross out two not used feet; width at bottom Approx. 50' feet; depth of water 8 feet; length 19,200 feet; grade variable, at present 0.15 feet per 1,000 feet; materials of construction earth Earth, rock, timber, etc. (b) Pipe line: Diameter..............inches; length.............. feet; grade............feet per 1,000 feet; total fall from intake to outlet............feet; kind................................................ Riveted steel, cement, wood-stave, etc. Note.-If a combination of different sizes or kinds of conduit is to be used, attach extra sheets with complete description, also show location of each clearly on map. 9. The estimated capacity of the diversion works is Approx. 1500 sec. feet State cubic feet per second or gallons per minute The estimated cost of the diversion works is Approx. $1,175,000.00 Give only cost of intake, or headworks, pumps, storage reservoirs and main conduits described herein Completion Schedule 10. Construction work began in 1878. Construction work will be completed within ten years after approval of this application. The water will be completely applied to the proposed use within 50 years after approval of this application. Description of Proposed Use See page 1 of Supplement b 11. Place of Use. Palo Verde Irrigation District a# U existed August -fSj 1931, and lands between said district and the Colorado River, a gross area of 104,500 acres; and 16,000 acres in that area known as the "'Lower