SANTA 4FO.43 0 (3.50) FS-271 F8-173 2 3/2375) 1/15/51 90-6071 1 eyed : JOB NO. 640 - ki, he 1 Aa For: CONTRACT NO. sHeeT wo. {jee COMPLETION REPORT FOR AS-BUILT DRAWING NUMBERS AND DATES: F3~-1,62 ENERGY COMMISSION FE OPERATIONS OFFICE The Complete Construction of or_20 “Not for use by A-E DATE OF THIS REPORT: LOCATION RUMIT ISLAND - SITE "Cc" AT-( 29—1 1-507 2] 15 January 1951 Fresh and Salt Water Systeme, Elevated 23 March 1951 Water Tower, and Acid Tank Building Bullding No.: 10h and 120, and Tank No. 112 ESTiMATE fa, Property DESCRIPTION OF PROPERTY UNITS Number Quantit ’ Unit Construction Contract Cost. Est'd. Value Gov. Furnished “Matertal ° Engineer gineering Cost Total “ SALT WATER SISTBI The salt water syatem consista of 1070 lineal feet of |" transite pressure pipe am 283 lineal feet of the 3" sise, undergroum, six service conmections, and a reinforced concrete salt water well with cover, size 0.D. 1,'-6" x '-6" x 16'- 1" deep located 60 feet from the power house. 4 6" suction line from the well to the pumps feed the distillation unite and the salt water lines. 1 Each Direot $6,676.32 Each Direct $6,676.32 Direct $105,161.06 Indirect 35162420 $321.45 $10,162.97 $32h bb $10,162.96 FRESH WATER SYSTEM AND TANK #112 The freeh water aystem consists of 360 lineal feet of |" transite pressure pipe and 973 lineal feet of the 3” size, underground, and 5 service connections. A fresh water steel storage tank #112, size 12'-6" diameter x 8'-6" (7500 gallons), ie provided in addition to the elevated fresh water storage in tower #10, 1 Indirect Distillation Zquipment - Installed in Bldg. 106 ELEVATED WATER TOWER -— Hidg. Indireot 3,162.20 36,348.95 $141,510.01 #10 Wood sonstruction; set on six reinforced concrete piers and footings; wood ladder. TANKS - two steel, bolted, 4,200 gallon capacity tanks with required salt and fresh water piping. 1 Each Direct Indirect $5,362.76 7,163.34 ACID Talk BUILDING - Bldgs #120 One story wood and corrugated iron constructions rectangular shape; size 0.D. 6'20" x 12'-0" x 9'=O" high; set on a 5* thick concrete slab; piping; floor area 0.D. 96 sq. feet} cubic content 706 cubic feet; 240 gallon capacity redwood tank. 1 Each Direct Indirect $751.7h, 475. hb ‘a $339 48 $15,865.58 "Pp roration of Charges to Units