ATOMIC ENERGY COMMISSION SANTA SFO. 430 (3-50) FE QPERATIONS OFFICE COMPLETION REPORT FOR AS+BUICT ORAWING NUMBERS ANG GATES: 3E-692.3 Job su. 729 = 16 CONTRAGCT NO, 2/10 For: 92.3 aie 3E-69263 1/27/52 _. _ "Property Number umbe — ¢ -— —_ _. AT-1 29-11-507 DESCRIPTION OF PROPERTY UNITS | a Quantity ~ - Vorestra tron Unit a Contract .. oT ce ee tst'd. sov. value Furnished Material ope | use __ OF by AE 7 7 March 1951 building No.: Stations hO, kl, amd 2 epee for | DATE OF THIS REPOR Te « The Complete Construction ot Tank and Rack in Paved Ares wee done "Not LOCATION KMIWETOK ATOLL | Lost eo Total *Proration of Lnarges to Unite J-7 REQUIRED CONSTRUCTION AND LOCATION OF THS FOLLOWING STATIONS: TANK AMD RACK IM PAVED AREA, STATION 0.D. 25' x 30’, 750 square feet area. 1'-6" x 3’. , | SItR *E* Four concrete plier footings each 1'-6" x Sise of tank O.D. '-0" x 6'=2" x 4'-O". Walls and bottom of tank are of 6" reinforced concrete. 12" thick lead brick shield at sero end of tank, with 6" x 12" wing extensions along sides. A fabricated steel cover, size 3'-8" X §'=10" x 6” thick with lifting hooks is provided for the tank. A 2" disneter standard pipe frame 7'-O" high is mounted on and braced from the concrete pier footings. nacadas. The surrounding area of 750 equare feet is covered with 3" thick i Each Direct Indirect TANK AMD RACK IM PAVED AREA, STATION $1,645.73 1,573.69 $33-00 $3,252.42 $23.43 $2,129.72 SITE "S* O.D. 25' x 30', 750 square feet area. Four concrete pier footings each 1'-6" x 1'~6" x 3'. Sise of tank 0.D. k'-0" x 6'=2" x kt-0". Walle and bottom of tank are of 6" reinforved concrete. 12° thick lead briok shield at sero end of tank, with 6" x 12" wing extensions along sides. A febricated steel cover, size 3'-8* x 5'-10" x 6" thick with lifting hooks is provided for the tank. A 2" dismeter standard pipe frame 7'-O" high is sounted on and braced from the concrete pier footings. macedam. The surrounding area of 750 square feet ia covered with 3" thick 1 Each Direct Indirect TANK AND RACK IN PAVED AREA, STATION O.D. 25' x 30', 750 equare feet ares. 1'-6" x 3'. $1,132.69 973-60 SITR "Cc" Four concrete pier footings each 1'o6" x Size of tank O.D. k'-0" x 6'=2" x '-O". Walle and bottom of tank are of 6" reinforced concrete. 12" thick lead brick shield at zero end of tank, with 6" x 12" wing extensions along sides. A fabricated steel cover, size 3'-" x 5'=10" x 6" thick with lifting hooke ia provided for the tank. A 2" diameter standard pipe frame 7'-O" high is mounted on and braced from the concrete pier footings. The surrounding are of 750 square feet is covered with 3" thick macadm, 1 PORE iE Account ae ’ SHEET NO. SECRET Indirect S2UEIAL, 2,604.03 “y dade J $45.56 4 $5,074.83 "Rr ws”