e. Pumping station . The pumping station would consist of 

 five vertically mounted axial flow pumps, powered by five 6OOO 

 Hf electric motors in a concrete struct\ire. The structure would 

 contain a work bay, office space, and a traveling crane. 



f . Land walls . The land walls, extending east and west of 

 the barrier, would be concrete cantilever sections having a top 

 elevation of 22.5 feet above mean sea level. These walls wotild 

 contain stop log stnictures at street and railway crossings. 



g. Pertinent data . Summarized information relating to the 

 Fox Point barrier is presented in Table F-2. 



TABLE F-2 



PERTINENT DATA - FOX POINT BARRIER 



Barrier 



Type 



Top elevation, feet m.s.l. 



Deck elevation, feet m.s.i. 



Length, feet 



Maximum height, feet 



Concrete gravity 



22.5 



12.5 



1,100 



62.5 



Sluice gates 



Openings 



Gates 



Type 



Net area 



Total design discharge 



Cooling Water Intake 



Opening 



Gate 



Type 



Net area 



Design intake 



Pumping Station 



Building 



Pumps 



Motors 



Design capacities 



U - 20 ft. by 2U ft. 

 U - 20 ft. by 30 ft. 

 Steel drop 

 U80 sq. ft each 

 9,200 c.f.s. 



1-20 ft. by 32 ft. 

 1-20 ft. by 3U ft. 

 Steel drop 

 6U0 sq. ft. 

 1,300 c.f.s. 



Reinforced concrete 



5 - 120 inch 



5 - 6000 HP electric 



8,000 c.f.s. © 22 ft. head 



9,200 c.f.s. @ 16 ft. head 



F^ 



