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Home My WebLink About20011889.tiff BEFORE THE PUBLIC UTILITIES COMMISSION OF THE STATE OF COLORADO DOCKET NO. 01A-057R IN THE MATTER OF THE APPLICATION OF THE TOWN OF MILLIICEN, COLORADO, FOR THE AUTHORITY TO UPGRADE THE CROSSINGS OF THE UNION PACIFIC RAILROAD AT THE CROSSINGS OF WELD COUNTY ROADS 23 AND 46, BOTH IN THE TOWN OF MILLIKEN, WELD COUNTY, COLORADO. NOTICE OF WITNESSES AND EXHIBITS COMES NOW The Staff of the Commission ("Staff') and files its Notice of Witnesses and Exhibits in the above-captioned proceeding together with two copies of each of its exhibits. A. WITNESSES Staff may call any of the following witnesses: 1. John H. Baier, Transportation Engineer,1580 Logan St, Denver, CO 80203 2. Any witnesses listed by any other party B. EXHIBITS 1. Hazard Index Formula 2. Any Exhibits listed by any other party. Dated in Denver, Colorado, this 9th day of July, 2001 FOR THE STAFF OF THE COMMISSION MM �.Fwl-eei o5c [rte �l..cd�z.n )�ei Bruce N. Smith, Direct Public Utilities Commission, Logan Tower, Office Level 2 1580 Logan Street Denver, Colorado 80203 (303) 894-2007 CO/7s-e/9' agenr/2i 7—/G c / 2001-1889 � anaa 'aill. HAZARD RATING COMPUTATION Hazard ratings are computed in the following manner by use of the tables on the next seven pages. This will give the approximate hazard rating. More accurate hazard ratings can be obtained by inter- polation of the table values. 1. From the vehicular traffic and protection type at a crossing determine the factor CHa from Table I. Pc • 2. From the railroad traffic at the crossing determine the factor Tb from Table II. 3. Multiply the two factors. This figure is the unbalanced hazard rating. 4. Use Table III and the unbalanced hazard rating to determine the balanced hazard rating. a III' 'III l ! l a lilt l a at w VIII-mlm RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table I - Relation between highway traffic ana accidents for various types of protection, CH pc L Protection I s Devices 44 a N '.o C 4.. W y ..a Cl V. W. 44 L L .7 L 7! L c U x,70 + N C7 m m u J CV t Cto ... ...i C •U -3 -1 .-N. 00) , 4 u d A e0 W.-4 6 T m .a ,b C C N U m U C ccpp e0 •-+ . m •-i C N 5. U Vehicular H n it , c 44 ,4 • s °41 c 3 H my w �+ m t` .o Traffic 0 o .1 4 (N .°.,o n cc a ,4 ,n ° m .o 3Q. F n m c m H C .ti z r M --, NH 3 .a s. .-. W H F .ti v) -a W 0 - 24 1.13 0.68 0.66 0.56 0.52 0.50 0.49 0.45 0.41 25 - 49 1.46 0.88 0.85 0.71 0.67 0.64 0.63 0.58 0.54 50 - 74 1.69 1.02 0.99 0.83 0.77 0.75 0.74 0.68 0.62 75 - 99 1.85 1.12 1.08 0.91 0.85 0.81 0.80 0.74 0.68 100 - 124 1.95 1.18 1.14 0.96 0.89 0.86 0.85 0.78 0.72 125 - 149 2.04 1.24 1.20 1.00 0.94 0.91 0.89 0.82 0.75 150 - 174 2.12 1.28 1.25 1.04 0.97 0.94 0.93 0.85 0.78 175 - 199 2.21 1.33 1.29 1.08 ' 1.01 0.97 0.96 0.88 0.81 200 - 224 2.26 1.36 1.32 ' 1.11 1.03 1.00 0.99 0.90 0.83 225 - 249 2.31 1.40 1.35 1.13 1.06 1.02 1.01 0.92 0.85 250 - 299 2.38 1.44 1.40 1,17 1.09 1.06 1.04 0.95 0.88 300 - 349 2.46 1.48 1.44 1.21 1.12 1.09 1.07 0.98 0.90 350 - 399 2.52 1.52 1.48 1.24 1.15 1.12 1.10 1.01 0.93 400 - 449 2.59 1.56 1.52 1.27 1.19 1.14 1.13 1.04 0.95 450 - 499 2.65 1.60 1.55 1.30 1.21 1.17 1.16 1.06 0.98 500 - 599 2.70 1.63 1.58 1.32 1.24 1.19 1.18 1.08 0.99 600 - 699 2.79 1.68 1.63 1.37 1.28 1.23 1.22 1.11 1.03 700 - 799 2.87 1.73 1.68 1.41 1 .31 1.27 1.25 1.15 1.06 800 - 899 2.93 1.77 1.72 1.44 1.34 1.30 1.28 1 .17 1.08 1 900 - 999 2.99 1.81 1.75 1 .47 1.37 1.33 1.31 1.20 1. 10 Sheet 1 of 2 Sheets Salta a a a a la = Main — s WM RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table I - Relation between highway traffic and accidents for various types of protection, CH a Pc y U Protection to Devices yi y -e N y c y U E v LC+ it C m t U > co C m m — m m C ... ... _+ CJ N -3t! '.O ' ., y G- C .2. -3 C 00 J G -.i m yj m 00 C U U y O C ,y t w .4.4t y ^ a L W y a m .O Vehicular , m a s r c c m,6 v 0 c Traffic o Z 71 y n s nc t F m z m w w 1,000-1,249 3.08 1.86 1.81 1.51 1.41 1.36 1.35 1.23 1. 14 1,250-1,499 3. 19 1.93 1.87 1.57 1.46 1.41 1.39 1.28 1.18 - 1,500-1,999 3.32 2.01 1.95 1.63 1.52 1.47 1.45 1.33 1.22 2,000-2,999 3.53 2.13 2.07 1.73 1.62 1.56 1.54 1.41 1.30 3,000-3,999 3.74 2.26 2.19 1.84 1.71 1.66 1.64 1.50 1.38 4,000-4,999 3.91 2.36 2.29 1.92 1.79 1.73 1.71 1.56 1.44 5 ,000-5,999 4.06 2.45 2.38 1.99 1.86 1.80 1.77 1.62 1.50 6,000-6,999 4. 17 2.52 2.44 2.05 . 1.91 1.85 1.82 1.67 1.54 7 ,000-7 ,999 4;27 2.58 2.50 2.10 1.96 1.89 1.87 1.71 1.57 8,000-8,999 4.36 2.64 2.56 2.14 2.00 1.93 1.91 1.74 1.61 9,000-9,999 4.44 2.68 2.60 2. 18 2.03 1.97 1.94 1.78 1 .64 10,000-12,499 4.57 2.76 2.68 2.24 2.09 2.02 2.00 1.83 1.69 12,500-14,999 4.74 2.87 2.78 2.33 2.17 2. 10 2.07 1. 90 1.75 15,000-17 ,499 4.88 2.95 2.86 2.40 2.24 2.16 2.13 1.95 1.80 17,500-19,999 5.01 3.03 2.93 2.46 2.29 2.22 2. 19 2.00 1.84 Over 20,000 5 .07 3.07 2.97 2.49 2.32 2.25 2.22 2.03 1.87 Sheet 2 of 2 Sheets i i i i i a a IS a at - - a TABLE II - RELATION BETWEEN RAILROAD TRAFFIC AND ACCIDENTS, Tb. Railroad Traffic Accident Factor Railroad Traffic Accident Factor (trains per day) (Tb) (trains per day) (Tb) 1 0.87 35 - 36 1.73 2 1.04 37 - 38 1.74 3 1.13 39 - 40 1.75 4 1.20 41 - 42 1.76 5 1.25 43 - 44 1.77 6 1.29 45 - 46 1.78 7 1.33 47 - 48 1.79 8 1 .36 49 - 50 1.80 9 1.39 51 - 52 1.81 10 1.42 53 - 54 1.82 11 1.44 55 - 56 1 .83 12 1.46 57 - 58 1.84 13 1.48 59 - 60 1.85 14 1.50 61 - 62 1.86 15 1.52 63 - 64 1.87 16 1.53 65 - 66 1.88 17 1.55 67 - 68 1.89 18 1.56 69 - 70 1.90 19 1.57 71 - 72 1.91 20 1.58 73 - 74 1.92 21 1.59 75 - 79 1.93 22 1.60 80 - 84 1.95 23 1.61 85 - 89 1.97 24 1 .62 90 - 94 1.98 25 1.63 95 - 99 2 .00 26 1.64 100 - 104 2 .02 27 1.65 105 - 109 2 .03 28 1.66 110 - 114 2.05 29 1.67 115 - 119 2 .07 30 1.68 120 - 124 2 .08 31 1.69 125 - 130 2.09 32 1.70 33 1.71 34 1.72 Trains per week 1 = .12 2 = .24 3 = .36 4 = .48 5 = .60 6 = .72 EstallialllintirlItrullnlir RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table III - Relation between unbalanced accident factor, computed from formula Iu = C HPXTb or Iu = CHa + CTb as compared to smoothing factor. Pc Pc Enter With Take Out Unbalanced Balanced Unbalanced Balanced [ Unbalanced Balanced Hazard Hazard Hazard Hazard • Hazard Hazard Ratings Ratings Ratings Ratings Ratings Ratings (Iu) (I) (Iu) (I) I (Iu) (I) i 0.00 to 0.07---0 0.51 0.21 0.95 0.44 0.08 0.01 0.52 0.21 0.96 0.45 0.09 0.01 0.53 0.22 0.97 0.45 0. 10 0.02 0.54 0.23 0.98 0.46 0. 11 0.02 0.55 0.23 0.99 0.46 0. 12 0.03 0.56 0.24 1.00 0.47 0.13 0.03 0.57 0.24 1.01 0.47 0. 14 0.04 0.58 0.25 1.02 0.48 0. 15 0.04 0.59 0.25 1.03 0.48 0.16 0.05 0.60 0.26 1.04 0.49 0.17 0.05 0.61 0.26 1.05 0.50 0.18 0.06 0.62 0.27 1.06 0.51 0.19 0.06 0.63 0.27 1.07 0.51 0.20 0.07 0.64 0.28 1.08 0.52 0.21 0.07 0.65 0.28 1.09 0.52 0.22 0.08 0.66 0.29 1.10 0.53 0.23 0.08 0.67 0.29 1. 11 0.53 0.24 0.09 0.68 0.30 1.12 0.54 0.25 0.09 0.69 0.30 1. 13 0.54 0.26 0. 10 0.70 0.31 1. 14 0.55 0.27 0.10 0.71 0.31 1. 15 0.55 0.28 0. 11 0.72 0.32 ! 1. 16 0.56 0.29 0.11 0.73 0.32 1. 17 0.57 0.30 0. 12 0.74 0.33 1. 18 0.58 0.31 0. 12 0.75 0.34 1. 19 0.58 0.32 0. 13 0.76 0.35 1.20 0.59 0.33 0. 13 0.77 0.35 ( 1.21 0.59 0.34 0. 14 0.78 0.36 1.22 0.60 0.35 0. 14 0.79 0.36 1.23 0.60, 0.36 0. 15 0.80 0.37 1.24 0.61 0.37 0. 15 0.81 0.37 1.25 0.62 0.38 0. 16 0.82 0.38 1.26 0.63 0.39 0. 16 0.83 0.38 j 1.27 0.63 0.40 0. 17 0.84 0.39 1.28 0.64 0.41 0. 17 0.85 0.39 1.29 0.64 0.42 0. 18 0.86 0.40 1. 30 0.65 0.43 0. 18 0.87 0.40 1.31 0.65 0.44 0. 19 0.88 0.41 1 . '2 0.66 0.45 0. 19 0.89 0.41 I 1.33 0.66 0.46 0.19 0.90 0.42 1. 34 0.67 0.47 0.20 0.91 0.42 1.35 0.68 0.48 0.20 0.92 0.43 1.36 0.69 0.49 0.20 0.93 0.43 1.37 0.69 0.50 0.21 0.94 0.44 1.38 0.70 Sheet 1 of 4 Sheets i' . i' i' it i M I IMMO M 7Mi- Immo Immo RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table III - Relation betwee1 Kftalanced as iden&I,gactor, computed from formula Iu .. C a or Iu = np + pc as compared to smoothing facto.. Enter With Take Out Unbalanced Balanced Unbalanced Balanced Unbalanced Balanced Hazard Hazard Hazard Hazard Hazard Hazard Ratings Ratings Ratings Ratings Ratings Ratings (Iu) (I) (Iu) (I) (Iu) (I) 1.39 0.70 1.84 1.03 2.29 1.46 1.40 0.71 1.85 1.04 2.30 1.47 1.41 0.71 1.86 1.05 2.31 1.48 1.42 0.72 1.87 1.05. 2.32 1.49 1.43 0.73 1.88 1.06 2.33 1.51 1.44 0.74 1.89 1.07 2.34 1.52 1.45 0.74 1.90 1.08 2.35 1.53 1.46 0.75 1.91 1.09 2.36 1.54 1.47 - 0.75 1.92 1.10 2.37 1.56 1.48 0.76 •=1.93 1.11 2.38 1.57 1.49 0.77 1.94 1.12 2.39 1.58 1.50 0.78 1.95 1.12 2.40 1.59 1.51 0.78 1.96 1.13 2.41 1.60 1.52 0.79 1.97 1.14 2.42 1.61 1.53 0.80 1.98 1.15 2.43 1.63 1.54 0.81 1.99 1.16 2.44 1.64 1.55 0.81 2.00 1.17 2.45 1.65 1.56 0.82 2.01 1.18 2.46 1.66 1.57 0.83 2.02 1.19 2.47 1.68 1.58 0.84 2.03 1.20 2.48 1.69 1.59 0.84 2.04 1.21 2.49 1.70 1.60 0.85 2.05 1.21 2.50 1.71 1.61 0.85 2.06 1.22 2.51 1.73 1.62 0.86 2.07 1.23 2.52 1.74 1.63 0.87 2.08 1.24 2.53 1.75 1.64 0.88 2.09 1.25 2.54 1.76 1.65 0.88 2.10 1.26 2.55 1.78 1.66 0.89 2.11 1.27 2.56 1.79 1.67 0.90 2.12 1.2E 2.57 1.80 1.68 0.91 2.13 1.29 2.58 1.81 1.69 0.91 2.14 1.30 2.59 1.83 1.70 0.92 2.15 1.31 2.60 1.84 1.71 0.93 2.16 1.32 2.61 1.85 1.72 0.94 2.17 1.33 2.62 1.86 1.73 0.94 2.18 1.34 2.63 1.88 1.74 0.95 2.19 1.35 2.64 1.90 1.75 0.96 2.20 1.36 2.65 1.92 1.76 0.97 2.21 1.37 2.66 1.94 1.77 0.97 2.22 1.38 2.67 1.96 1.78 0.98 2.23 1.39 2.68 1.98 1.79 0.99 2.24 1.40 2.69 1.99 1.80 1.00 2.25 1.42 2.70 2.01 1.81 1.01 2.26 1.43 2.71 2.02 1.82 1.02 2.27 1.44 2.72 2.04 1.83 1.02 2.28 1.45 2.73 2.06 Sheet 2 of 4 Sheets ciiia . a i i i f i i I f a a i In RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table III - Relation between unbalanced accident factor, computed from formula Iu = C HaXTb or IU = CHa + GTb as compared to smoothing factor. pc pc pc Enter With Take Out Unbalanced Balanced Unbalanced Balanced Unbalanced Balanced Hazard Hazard Hazard Hazard Hazard Hazard Ratings Ratings Ratings Ratings Ratings Ratings (Iu) (I) (Iu) (I) (Iu) (I) 2.74 2.07 3.18 3.01 3.62 4.48 2.75 2.09 3. 19 3.04 3.63 4.53 2.76 2.11 3.20 3.07 3.64 4.57 2.77 2.13 3.21 3. 10 3.65 4.61 2.78 2.14 3.22 3.12 3.66 4.65 2.79 2.16 3.23 3.15 3.67 4.70 2.80 2.18 3.24 3.18 3.68 4.74 2.81 2.20 3.25 3.21 3.69 4.78 2.82 2.22 3.26 3.23 3.70 4.82 2.83 2.24 3.27 3.26 3.71 4.87 2.84 2.25 3.28 3.29 3.72 4.91 2.85 2.27 3.29 3.32 3.73 4.96 2.86 2.29 3.30 3.35 3.74 5.00 2.87 2.31 3.31 3.38 3.75 5.05 2.88 2.33 . 3.32 3.41 3.76 5.09 2.89 2.35 3.33 3.44 3.77 5.14 2.90 2.37 3.34 3.47 3.78 5.15 2.91 2.39 3.35 3.51 3.79 5.23 2.92 2.41 3.36 3.54 3.80 5.28 2.93 2.43 3.37 3.57 3.81 5.33 2.94. 2.45 3.38 3.60 3.82 5.37 2.95 2.48 3.39 3.63 3.83 5.42 2.96 2.50 3.40 3.66 3.84 5.47 2.97 2.52 3.41 3.70 3.85 5.52 2.98 2.54 3.42 3.73 3.86 5.56 2.99 2.56 3.43 3.77 3.87 5.61 3.00 2.58 3.44 3.81 3.88 5.66 3.01 2.61 3.45 3.85 3.89 5.71 3.02 2.63 3.46 3.88 3.90 5.76 3.03 2.65 3.47 3.92 3.91 5.81 3.04 2.67 3.48 3.95 3.92 5 .86 3.05 2.70 3.49 3.99 3.93 5.91 3.06 2.72 3.50 4.02 3.94 5 .96 3.07 2.74 3.51 4.06 3.95 6.01 3.08 2.76 3.52 4.10 3.96 6.06 3.09 2.79 3.53 4. 14 3.97 6.11 3.10 2.81 3.54 4. 17 3.98 6.16 3.11 2.84 3.55 4.21 3.99 6.21 3.12 2.86 3.56 4.25 4.00 6.26 3. 13 2.89 3.57 4.29 4.01 6.31 3.14 2.91 3.58 4.32 4.02 6.36 3. 15 2.94 3.59 4.36 4.03 6.42 3.16 2.96 3.60 4.40 4.04 6.47 3. 17 2.99 3.61 4.44 4.05 6.52 Sheet 3 of 4 Sheets I * s' s' • ttSlarlirrnilliar- RAILWAY - HIGHWAY GRADE CROSSING HAZARD RATINGS Table III - Relation between unbalanced accident factor, computed from formula Iu = c P9 or Iu = CHa + --E7 as compared to msoothing factor. P Enter With Take Out Unbalanced Balanced Unbalanced Balanced : Unbalanced Balanced Hazard Hazard Hazard Hazard I Hazard Hazard Ratings Ratings Ratings Ratings Ratings Ratings (Iu) (I) (Iu) (I) (Iu) (I) 4.06 6.57 4.50 8.91 4.94 11.22 4.07 6.63 4.51 8.96 4.95 11.27 4.08 6.68 4.51 9.01 4.96 11.32 4.09 6.73 4.53 9.07 4.97 11.37 4. 10 6.78 4.54 9.12 4.98 11.42 4.11 6.83 4.55 9. 18 4.99 11.47 4.12 6.88 4.56 9.23 5.00 11.52 4. 13 6.94 4.57 9.28 5.10 12.07 4.14 6.99 4.58 9.33 5.20 12.65 4.15 7.04 4.59 9.39 5.30 13.26 4.16 7.09 4.60 9.44 5.40 13.91 4.17 7.15 4.61 9.50 5.50 14.60 4.18 7.20 4.62 9.55 5.60 15.32 4.19 7.25 4.63 9.60 4.20 7.30 4.64 9.65 4.21 7.36 4.65 9.71 4.22 7.41 4.66 9.76 4.23 7.47 4.67 9.81 4.24 7.52 4.68 9.86 4.25 7.57 4.69 9.92 4.26 7.62 4.70 8.97 4.27 7.68 4.71 10.03 4.28 7.73 4.72 10.08 4.29 7.79 '.73 10. 13 4.30 7.84 4.74 10. 18 4.31 7.90 4.75 10.24 4.32 7.95 4.76 10.29 4.33 8.00 4.77 10.34 4.34 8.05 4.78 10.39 4.35 8.11 ' 4.79 10.45 4.36 8.16 j 4.80 10.50 4.37 8.21 I 4.81 10.56 4.38 8.26 4.82 10.61 4.39 8.32 4.83 10.66 4.40 8.37 4.84 10.71 4.41 8.43 4.85 10.77 4742 8.48 4.86 10.82 4.43 6.53 4.87 10.87 4.44 8.58 4.88 10.92 4.45 8.64 4.89 10.97 4.46 8.69 4.90 11.02 4.47 8.75 4.91 11.07 4.48 8.80 4.92 11.12 4.49 8.86 4.93 11.17 Sheet 4 of 4 Sheets 1974 COLORADO STATE �IITIGIT AY yy , RAILROAD GRADE i5R SSING DATA • • • ,PREPARED BY DEPARTMENT OF HIGHWAYS STATE OF COLORADO PLANNING AND RESEARCH DIVISION IN COOPERATION WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGIIWAY ADMINISTRATION • • ' CERTIFICATE OF MAILING I hereby certify that I mailed a true and correct copy of the foregoing LIST OF WITNESSES AND EXHIBITS OF THE COMMISSION in the U.S. mail, postage prepaid, this 9th day of July, 2001 addressed as follows: ,�v00a rte, a� Della Menchaca Administrative Assistant III SUSAN K. GRABLER RENNY FAGAN MANAGER OF INDUSTRY DEPUTY ATTORNEY GENERAL AND PUBLIC PROJECTS REGULATORY LAW SECTION UNION PACIFIC RAILROAD COMPANY 1525 SHERMAN, 5m FLOOR 1400 W. 52N0 AVE DENVER, CO 80203 DENVER, CO 80221 RANDOLPH. R. REYES, P. E. ANDREW SCHMIDT MANAGER, CDOT RAILROAD PROGRAM DIRECTOR OF PUBLIC WORKS COLORADO DEPARTMENT OF P.O.BOX 290 TRANSPORTATION MILLIKEN, CO 80543 4201 EAST ARKANSAS, EMPIRE PARK DENVER, CO 80222 TED CHAVEZ MAYOR MIKE PARAS, SUPERINTENDENT P.O.BOX 290 OF TRANSPORTATION SERVICES MILLIKEN, CO 80543 UNION PACIFIC RAILROAD COMPANY 1400 W. 52N° AVE BRUCE FICKEL DENVER, CO 80221 ATTORNEY P.O.BOX 290 JAMES P. GATLIN, ESQ. MILLIKEN, CO 80543 UNION PACIFIC RAILROAD COMPANY LAW DEPARTMENT BARBARA KIRKMEYER 1416 DODGE STREET, ROOM 830 COMMISSION CHAIR OMAHA, NEBRASKA 68179 ,.WELD COUNTY 915 10m ST BRUCE BARKER GREELEY, CO 80632 ATTORNEY WELD COUNTY ROBERT TERRY AND JODI LEE GREENUP 915 10m ST P.O. BOX 362 GREELEY, CO 80632 MILLIKEN, CO 80543 DAVE BECKER JACOB AND ADRIAN ESQUIBEL PUBLIC WORKS DIRECTOR WELD COUNTY 2424 17 AVE 915 10TH ST GREELEY, CO 80631 GREELEY, CO 80632 GRACE BELO LOT HOLDING INVESTMENTS, LLC P.O. BOX 23 MILLIKEN, CO 80543 3056 4TH AVE GREELEY, CO 80631 JOSE AND GLORIA MERCADO ESTHER WEBBER BINDER P. O. BOX 54 AND FLOYD DEAN BINDER MILLIKEN, CO 80543 9783 WCR 46 ;-1 MILLIKEN, CO 80543 DAGOBERTO AND JUANITA LECHUGA P. O. BOX 372 MICHAEL T. JOHNSON MILLIKEN, CO 80543 201 ALICE AVE MILLIKEN, CO 80543 SHANE AND MICHELLE KRUSMARK 205 S. ALICE AVE MILLIKEN, CO 80543 MONICA JOHNSON 207 S. ALICE AVE MILLIKEN, CO 80543 GABRIEL AND MELISSA WALKER 203 S. ALICE AVE MILLIKEN, CO 80543 JOHN AND ALAMAR VILLAREAL 1525 FORREST ST. MILLIKEN, CO 80543 ROBERT, MANUAL„ AND ALAMAR TREVINO P.O. BOX 287 MILLIKEN, CO 80543 ROBERT TREVINO 1525 FORREST ST. MILLIKEN, CO 80543 ROBERT , MANUAL AND ALAMAR TREVINO 1525 FORREST ST. MILLIKEN, CO 80543 • TIMOTHY BUENZLI 22081 PARADISE CIRCLE 'GOLDEN, CO 80401 Hello