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LOS MGELES AUD SILT LAKE RAILROAD COMPANY Sheet improper ty embraced in Contract Audit So. 7322 L .A ,, with the A • Additions Las Vegas Land and Water Company ® a Betterments O rigin al cost to date of property S Bate • • •* •«* •• •s : W.O.No. * B escription e •• : Ho. o f : u n its 53 s : Investment s cost •? in place as o f December 31. 19H9* * Si ae • : Kind •s- : Unit e• •• Be corded amounts : Estimated : Total : sUnit prices Total s o rig in a l cost S $ $ $ J $ W ells 192H H707 1 2 " B r i lle d w ith casing Each 1 6,109.22 A 6,109.22 6,109.22 1936 68H 1 2 " H H k 8 1 7,297.08 A 7.297.08 7,297.0s 19 Hi 1537 16" n n h 8 2 18,058.21 A 18,058,21 18,058.21 I9 H2 1815 16" h n n 8 2 13,963.38 A 13,963.38 13,963.38 19*12 2013 16 " u n i t 8 2 19,12s.Hl A 19,128.Hi 19,128.Hi 19 U2 2029 16 " « n s 8 2 31,965.09 A 31,965.09 31,965.09 19 H6 3180 16 " h n n 8 1 16.-596.17 A I6.f96.17 16.396.17 Total 11 112.917.56 112.917.56 112.917.56 Berrieks at W ells 19 Hi 1537 Wood on cone, foundation Each 1 550.30 A 550.30 550.30 19*42 1815 n n « 8 2 1 ,101.69 A 1,101.69 1 ,101,69 19*42 2013 it h t> 8 1 1,5^0.96 A 1, 5^.96 I.5HO.96 19 H2 2029 n n n 8 1 1 ,1 *49.50 A i , i H9.50 1,1*19.50 19*42 2029 Steel p u llin g tower 8 1 360.16 A 360.16 360.16 Total 6 H.702.6l H.7CB.61 H.702.6l 19 Hi 1537 Weir "boxes a t w e lls Each 1 HH0 .0 7 A HHO.07 H*io.07 19H2 2613 8 8 8 8 H H52.HL A H52.H1 H52.H1 19*42 2029 n h it 8 2 HS1.09 A *431.09 HS1.09 Total 7 1.373.57 1.373.57 1,311,51____ Beservoirs 19 H6 3180 Concrete Each 1 97.57l.H7 A 97.57l.H7 97,571. *47 1929 82*48 n 8 1 H7.53H.25__ A H7.5fit.a5 H7.5fH.g5 Total 2 1H5.105.72 1H5.105.72 i**5ii°5-72 S e ttlin g Basins 1925 5589 Concrete Each 1 2 ,109.86 A 2 ,109.86 2 ,109.86 1929 S2HS " extension 8 2,310.66 A 2 ,310.66 2,310.66 19*42 2029 H 8 1 8,055.H2 A 8.055.H2 8,055.H2 19 H6 3180 8 8 1 9.197,77 A .. 9.197.77- i»i?7?.Z7_____ Total 3 21.673.71 21.673.71 21.6 7 3 .7 1 ____ Concrete Structures 1927 7393 Spring house Eaeh 1 578.35 A 578.35 578.35 19 H6 3180 Pump house 8 l 12,356.19 A 12,356.19 12,356.19 19 H9 H261 8 8 ft l - 1.323.96 A 1 .353.96 1.323.96 Total 3 1H.258.50 1H.258.50 1^ 258.50