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LOS ANGELES AND SALT LAKE EAILEOAD COMPANY S h e e t U P roperty embraced in C ontract Audit No* 7322 L .A ., w ith the Las Vegas Land and Water Company A s A dd ition s B a Betterm ents Date D e scrip tio n • •• •* O• O : Investm ent : : W.O.No. : Size •• Kind : Unit : u n its t c o s t : $ W ells Becorded amounts O rig in a l c o s t to date o f p rop erty in p la ce as o f December 31* 19U9. Estim ated {U nit p r ic e : Total $ $ $ T otal o r ig in a l c o s t 19 2U U707 12" D r ille d w ith ca sin g Each 1 6,109.22 A 6,109.22 6,109.22 1936 6gU 12" 11 N 11 11 1 7.297.08 A 7,297.08 7.297.08 19 Ul 1537 16" » If 11 11 2 18,058.21 A 18,058.21 18,058.21 19U2 lgl5 l6" H ft H R 2 13.963.38 A 13.963.38 13,963.38 I9U2 2013 16" II If H a 2 19.128.hi A 19,128. Ul 19,128.Ul 19U2 2029 16" It 19 a 11 2 31,965.09 A 31,965.09 31.965.09 19 U6 31 go 16" It If H if 1 16.396.17 A 16.396.17 16.396,17____ T otal 11 112.917.56 112.917.56 112,917.56____ D errick s at W elle 19 Ul 1537 Wood on con e. fou n d ation Each 1 550.30 A 550.30 550.30 19 U2 igi5 it R H H 2 1,101.69 A 1,101.69 1,101.69 19 U2 2013 n H a a 1 1.5U0.96 A 1,5^0.96 1.5U0.96 19 U2 2029 n R H H 1 I.IU9.5O A 1.1U9J50 1.1U9.50 19 U2 2029 S teel p u llin g tower R 1 360.16 A 360.16 360.16 T otal 6 U.702.61 U. 702.61 U.702.61 19 Ul 1537 Weir boxes at w e lls Each 1 UU0.07 A UU0.07 UUo.07 19U2 2013 n H a H U U52.U1 A U52.U1 U52.U1 19h2 2029 n H a R 2 U81.09 A U81.09 USl.09 T otal 7 1.373.57 1.373.57 1.373.57 _ 19 U6 31 go E e servoirs 97.571.U7 C oncrete Each 1 97.57l.U7 A 97.571.U7 1929 82kg n H 1 U7.53U.25 A U7.53U.25 U7.53U.25 T otal 2 1U5.105.72 n15.105.7g 1u5.105.7g S e t t lin g Basins 1925 5589 Concrete Each 1 2,109.86 A 2,109.86 2,109.86 1929 g2US H ex ten sion H 2,310.66 A 2,310.66 2,310.66 19 U2 2029 N 11 1 S,055.U2 A 8.055.U2 8,055.U2 19 U6 3180 H H JL_ ?. 9>i2ZtIL. A ___2* 131t i l — 9,t 1? 7*7.7____ T otal 3 21.673.71 21.673.71 21.673.71 C oncrete !S tru ctu res 1927 7393 Soring house Each l 578.35 A 578.35 578.35 19 U6 31 go Pump house H 1 12,356.19 A 12,356.19 12,356.19 19 U9 U261 tf R H l - 1.323.9.6- A 1.333.96 1.323.96 Total 3 lU .258.50________ lU .25g.50 lU .25g.50
