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j9! LOS ANGELES AND SAIT LAKE RAILROAD COMPANY Sheet 5 P rop erty embraced in C ontract Audit No. 7322 L .A ., w ith the Las Vegas Land and Water Company A = A dditions B m Betterm ents 1 5_____ ___________________D e scrip tion ••: Date s : : W .o.No. : •• Si ze : Kind ••: Unit M i s c 'l . C oncrete Items 1911 1053 Forebay Each jggjj 1927 7392 Valve box II 1927 7393 Manhole and foreb a y N 1929 82U8 P ed esta ls ov er creek If 1929 82Ug Valve boxes it 1929 8577 P ed esta ls It Valve boxes ft 1939 H +02 Valve and m eter boxes H 19**2 2029 Valve box H 19 U6 3180 Anchor b lo ck s Lot Valve box Each No.of u n its Investment c o s t. •• •• 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. 191+9. • • Recorded : Estim ated amounts T otal s $ $ $ $ • $ o r ig in a l co st • 1 g oo, 56 A 800.56 800.56 1 203.7U A 203.71+ 203.7** 1 156.1+2 A 156.1+2 15 6 . 1+2 12 *+6 3 .18 A 1+63. I S 1+63.18 5 315.56 A 315.56 315.56 1 3 2 13 .6 6 A 2 13 .6 6 2 13 .6 6 6 **79.05 A **79.05 **79.05 2 203. 1+0 A 203. 1+0 20 3. 1+0 1 307.03 A 307.03 307.03 1 300.00 A 300.00 300,00 1 ___ 1 , 635, *+5 A l»635.**5 1,635.1*5 T otal 1+1+ 5 .0 7 8 .0 5 5 ,0 7 8 .0 5 19 26 191*1 19**2 19**2 6871 1537 20 13 2029 Erame S tru ctu res V e n tila to r on s h e lte r Spring house F lo o r in pump house Pump house Each H It II 1 11 1 125.1+1+ A 2 ,0 2 6 .2 9 A 508.51 A 1 .7 7 9 .5 7 A 12 5 . i+u 2 , 026.29 508.51 1 .7 7 9 .5 7 T otal *+ *+.*+39.81 U.U39.S1 vpf | 1910 1925 1929 1936 19**6 19 *+9 10 53 5589 821+8 681+ 3180 I+261 Fencing Wire it n 11 Cyclone ch ain h n Lot L in .F t, N it it ii 1 300 . 913 178 97** 1 5 1 1+67.00 A 51+1.59 A 1,657.9** A 295.57 A 2,3**9.88 A _____**53.25 A U67.OO 5*H.59 1,657.9** 295.57 2 ,3 % . 88 . . U53.25 1' T otal ___ 5 ,7 6 5 .2 3 5 .7 6 5 .2 3 y 19**2 2013 Water Tank 8000 gal.W ood on con e. fd n . Each l 510.65 A 510.65 19**1 19*+2 19 **2 191+2 191+6 19 **9 1537 18 1 5 20 13 2029 3180 U261 Pumping Equipment M echanical equipment Deep w ell pump Pumping equipment it it it n « n Lot Each Lot 11 it it 12 1 1 1 1 *+77.70 A 6 ,0 2 7 .9 2 A 11.26U .73 A 6 ,2 5 1 .8 9 A 1 0 ,1 3 6 .7 8 A 7.1U 1.27 A U77.70 6, 027.92 1 1 . 26U.7 3 6, 2 5 1.8 9 1 0 , 13 6 . 7 s 7.1U 1.27 T otal > 1 ,3 0 0 .2 9 **1,300.29 5*078.05 125. *+U 2,026.29 508.51 .1*179 *57 U.U39.81 1+67.00 5^1.59 1,657.9** 295.57 2,3**9.?8 U55.25 5 ,765.23 **7 7 .7 0 6, 027.92 1 1 . 26U.7 3 6, 2 5 1.8 9 1 0 , 13 6 .7 8 7,l**l.?7 **1.300.29