YADKI-014 Final Report

DAM HYDRAULIC CAPACITY
ASSESSMENT REPORT
(DRAFT)
DEEP CREEK WS #10 (PL-566)
YADKI-014
YADKIN COUNTY, NC
PREPARED BY:
HDR Engineering Inc. of the
Carolinas under contract with
WOOD E&I Solutions
2020

EXECUTIVE SUMMARY
A hydraulic capacity analysis was completed for the Deep Creek WS #10 (Pl-566) in Yadkin County,
North Carolina. The purpose of the study was to analyze the existing potential of the dam for
overtopping during predetermined specified rainfall events using the North Carolina Dam Safety
defined process and templates. The analyses were completed using the United States Army Corps
of Engineers developed software Hydrologic Engineering Center – Hydrologic Modeling System
(HEC-HMS) in combination with Arc-GIS to develop required input parameters. The rainfall
events included in the analyses consist of 24-hour durations with return periods of 25 years, 50
years, 100 years, 200 years, 500 years and 1000 years. Results of the analyses indicate that this
structure is hydraulically adequate for 25 years, 50 years, 100 years, 200 years, and 500 years
rainfall events. Data, input parameters, and final results can be found on the attached summary
sheets and in the appendices of this report as well as in the associated electronic file in which all
program files are stored.
Drainage Area (Sq. Mi.)=
Curve Number =
Lag Time (min.)=
Rainfall Distribution Methods =
937.8
726.5
759.6
793.5
828.3
863.9
900.4
1025.7
1026.2
1026.7
1027.2
1027.7
ELEVATION
1023.2
1023.7
1024.2
1024.7
1025.2
37.1
44.5
52.5
STORAGE (ACRE-FT)
0.0
4.0
8.3
13.0
18.2
23.8
30.2
1007.2
1004.2
1004.7
1005.2
1005.7
1006.2
1006.7
1002.7
1017.8
ELEVATION
1002.7
1003.2
1003.7
STORAGE (ACRE-FT)
632.2
662.8
694.2
75.65
82
SCS Type 2
SPILLWAY
Primary
Auxiliary
TYPE
Riser / Barrel
Grass Lined Trapezoidal Channel
ELEVATION
24 HOUR - 200 YEAR EVENT, 8.86 INCHES, ELEVATION 1020.4 (0.9 FT FREE-BOARD)
24 HOUR - 100 YEAR EVENT, 7.95 INCHES, ELEVATION 1019.8 (1.5 FT FREE-BOARD)
24 HOUR - 50 YEAR EVENT, 7.07 INCHES, ELEVATION 1019.2 (2.1 FT FREE-BOARD)
24 HOUR - 25 YEAR EVENT, 6.23 INCHES, ELEVATION 1018.6 (2.7 FT FREE-BOARD)
SUMMARY OF INPUT PARAMETERS
2.71
SUMMARY SHEET OF HYDRAULIC CAPACITY RESULTS
DEEP CREEK WS #10 (PL-566), YADKI-014
ANALYSIS PERFORMED BY: S. MURPHY, HDR
24 HOUR - 1000 YEAR EVENT, 11.2 INCHES, ELEVATION 1021.8 (0.5 FT OVER-TOPPED)
TOP OF DAM ELEVATION = 1021.3
24 HOUR - 500 YEAR EVENT, 10.1 INCHES, ELEVATION 1021.2 (0.1 FT FREE-BOARD)
YADKI-014DEEP CREEK WS #10 (PL-566)OCTOBER 27, 2020
2649.2
NOT TO SCALE
2203.8
2274.2
2346.1
2419.6
2494.5
2571.0
1812.9
1874.4
1937.3
2001.6
2067.5
2134.9
1474.6
1527.5
1581.7
1637.4
1694.5
1753.0
1184.3
1229.4
1275.8
1323.6
1372.6
1423.0
976.3
1015.7
1056.2
1097.7
1140.4
1040.7
1041.2
1041.7
1042.2
1042.7
1037.7
1038.2
1038.7
1039.2
1039.7
1040.2
1034.7
1035.2
1035.7
1036.2
1036.7
1037.2
1031.7
1032.2
1032.7
1033.2
1033.7
1034.2
1028.7
1029.2
1029.7
1030.2
1030.7
1031.2
1028.2
518.2
545.4
573.5
602.4
371.5
394.0
417.3
441.4
466.2
491.8
253.2
271.1
289.6
308.9
328.9
349.7
160.7
174.5
188.8
203.8
219.6
236.0
89.6
100.2
111.3
122.8
134.8
147.5
61.0
70.0
79.6
1022.2
1022.7
1019.2
1019.7
1020.2
1020.7
1021.2
1021.7
1016.2
1016.7
1017.2
1017.7
1018.2
1018.7
1013.2
1013.7
1014.2
1014.7
1015.2
1015.7
1010.2
1010.7
1011.2
1011.7
1012.2
1012.7
1007.7
1008.2
1008.7
1009.2
1009.7
YADKI-014DEEP CREEK WS #10 (PL-566)OCTOBER 27, 2020

APPENDIX A
Watershed Boundary

Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea,Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and theGIS User Community
Deep Creek WS #10 (PI-566) - YADKI-014 - Watershed Boundary
Legend
Longest FlowPath
Watershed Bound ary
0 0.65 1.30.325 Miles
Date: 10 /5/2020
/Drainage Area: 2.71 Square MilesFlowpath Length: 3.5 miles

APPENDIX B

Lag Time Calculation
Dam No:YADKI-014 Date:10/26/2020
Dam Name:Deep Creek WS #10 (Pl-566)Engineer:K. Trefzger
Maximum Potential Retention (inches):S =(1000/cn')-10
Time of Concentration (hours):Tc =l0.8*(S+1)0.7
1140*Y0.5
Basin Data:Input Values in yellow
Curve Number CN =75.6529 from NRCS CN Calculation
S =3.21827 in.
Mean Basin Slope Y =7.28039 %from Watershed Mean slope
Longest Flowpath:3.46 mi.from Watershed Longest flowpath
Flow Length l =18268.8 ft.
Time of Concentration Tc =2.29 Hours Tc =137 mins
Lag Time TL =1.37 Hours TL =82 mins

APPENDIX C
NRCS Curve Number Summary Sheet

Change CN according to TR-55 (see tables below)
NLCD (2016) Landuse TR-55 Landuse HSG A (sq. ft.)CN HSG B (sq. ft.)CN HSG C (sq. ft.)CN HSG D (sq. ft.)CN
Open Water Not Available 0 100 0 128719 100 12871924 45582 100 4558202 193828 100 19382844
Developed, Open Space Open space - Fair condition (grass cover 50% to 75%)0 49 0 801852 69 55327817 3432025 79 271130009 51683 84 4341370
Developed, Low Intensity Residential districts by average lot size: 1/3 acre 0 57 0 185558 72 13360175 972726 81 78790791 30258 86 2602176
Developed, Medium Intensity Residential districts by average lot size: 1/8 acre 0 77 0 0 85 0 0 90 0 0 92 0
Developed, High Intensity Urban districts - Commercial and business 0 89 0 0 92 0 0 94 0 0 95 0
Barren Land Newly graded areas 0 77 0 9688 86 833142 0 91 0 0 94 0
Deciduous Forest Woods - Fair 0 36 0 10338424 60 620305418 9006204 73 657452862 1844449 79 145711451
Evergreen Forest Woods - Fair 0 36 0 230018 60 13801091 254367 73 18568756 0 79 0
Mixed Forest Woods - Fair 0 36 0 1790655 60 107439316 1090651 73 79617534 584719 79 46192801
Shrub/Scrub Brush - Fair 0 35 0 132478 56 7418795 358771 70 25113968 12509 77 963190
Herbaceuous Herbaceuous - Fair 0 60 0 388311 71 27570086 399174 81 32333134 94611 89 8420369
Hay/Pasture Pasture - Fair 0 49 0 7445366 69 513730250 17219598 79 1360348270 663643 84 55745981
Cultivated Crops Row crops (SR + CR) - Poor 0 71 0 3063985 80 245118802 14660907 87 1275498942 117730 90 10595698
Woody Wetlands Not Available 0 80 0 3420 85 290695 0 90 0 6268 95 595439
Emergent Herbaceuous Wetlands Not Available 0 80 0 2689 85 228579 0 90 0 6999 95 664861 Weighted CN=75.65
NOTE: Curve Numbers are from SCS TR-55 with the exception of assumed HSG A (CN=60) for Herbaceous,Open Water, Woody Wetlands, and Emergent Herbaceous
Wetlands.
NOTE: double-check all the land types are being calculated and texts are accurate
NOTE: double-check the exported attribute table has the same table format as the "Export_Output" table

APPENDIX D
Hyetograph Results Used for Analysis

0.0
2.0
4.0
6.0
8.0
10.0
12.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24Cumulative Depth (in)Time (hrs)
Hyetographs for 24-Hour SCS Type II Rainfall Distributions
25YR
50YR
100YR
200YR
500YR
1000YR

APPENDIX E
NOAA Atlas 14 Rainfall Table

Point precipitation frequency estimates (inches)
NOAA Atlas 14 Volume 2 Version 3
Data type: Precipitation depth
Time series type: Partial duration
Project area: Ohio River Basin
Location name (ESRI Maps): Boonville, North Carolina USA
Station Name: -
Latitude: 36.2031°
Longitude: -80.752076°
Elevation (USGS): 1088.83 ft
PRECIPITATION FREQUENCY ESTIMATES
by
duration
for ARI
(years):1 2 5 10 25 50 100 200 500 1000
5-min:0.353 0.419 0.495 0.551 0.619 0.668 0.714 0.758 0.812 0.852
10-min:0.564 0.67 0.793 0.882 0.987 1.06 1.14 1.2 1.28 1.34
15-min:0.705 0.842 1 1.12 1.25 1.35 1.44 1.52 1.62 1.69
30-min:0.966 1.16 1.43 1.62 1.85 2.03 2.2 2.36 2.57 2.73
60-min:1.21 1.46 1.83 2.1 2.47 2.75 3.03 3.31 3.69 3.98
2-hr:1.43 1.74 2.19 2.54 3.02 3.4 3.79 4.19 4.74 5.17
3-hr:1.55 1.88 2.38 2.76 3.29 3.72 4.15 4.61 5.24 5.75
6-hr:1.93 2.34 2.95 3.43 4.09 4.62 5.17 5.74 6.54 7.18
12-hr:2.39 2.89 3.64 4.22 5.03 5.68 6.35 7.06 8.04 8.82
24-hr:2.88 3.49 4.44 5.19 6.23 7.07 7.95 8.86 10.1 11.2
2-day:3.43 4.15 5.22 6.05 7.2 8.11 9.05 10 11.3 12.4
3-day:3.65 4.41 5.52 6.38 7.56 8.5 9.47 10.5 11.8 12.9
4-day:3.87 4.67 5.81 6.7 7.92 8.89 9.88 10.9 12.3 13.4
7-day:4.44 5.31 6.49 7.41 8.63 9.59 10.6 11.6 12.9 14
10-day:5.08 6.06 7.31 8.26 9.51 10.5 11.5 12.5 13.8 14.8
20-day:6.82 8.07 9.56 10.7 12.2 13.4 14.6 15.8 17.3 18.6
30-day:8.46 9.97 11.5 12.7 14.1 15.2 16.2 17.3 18.6 19.6
45-day:10.7 12.5 14.2 15.5 17 18.2 19.3 20.4 21.7 22.7
60-day:12.7 14.8 16.7 18.1 19.8 21.1 22.4 23.6 25 26.1
Date/time (GMT): Mon Oct 26 20:22:39 2020
pyRunTime: 0.0198109149933

APPENDIX F
Outlet Works Rating Curves

Total outlet discharge from the spillway system
Client:NCEM Date:10/26/2020
Project:Overtopping Study Engineer:T.Carter
Dam:Deep Creek WS #10 (PI-566)Dam No.YADKI-014
Reservior Water
Level (RWS)
Elevation (ft)
Total discharge from the
spillway system (cfs)
(from Hydrocad)
1002.7 0.0
1003.5 17.2
1004.3 17.6
1005.1 17.9
1005.9 18.2
1006.7 18.5
1007.5 18.8
1008.3 19.1
1009.1 19.5
1009.9 19.7
1010.7 20.0
1011.5 20.3
1012.3 20.6
1013.1 20.9
1013.9 21.2
1014.7 21.5
1015.5 21.7
1016.3 22.0
1017.1 22.3
1017.9 29.7
1018.7 226.0
1019.5 571.6
1020.3 1038.8
1021.1 1620.2
1021.9 2313.1
1022.7 3117.3
1023.5 3809.2
1024.3 4342.0
1025.1 4805.7
1025.9 5223.8
1026.7 5608.5
1027.5 5967.0
1028.3 6304.3
1029.1 6623.8
1029.9 6928.1
1030.7 7219.3
1031.5 7499.0
1032.3 7768.4
1033.1 8028.6
1033.9 8280.5
1034.7 8524.9
1035.5 8762.5
1036.3 8993.6
1037.1 9219.0
1037.9 9438.9
1038.7 9653.7
1039.5 9863.8
0.0
2000.0
4000.0
6000.0
8000.0
10000.0
12000.0
1000.0 1005.0 1010.0 1015.0 1020.0 1025.0 1030.0 1035.0 1040.0 1045.0Total discharge from the spillway system (cfs)Reservior Water Level (RWS) Elevation (ft)
The whole spillway system rating curve (cfs)
YADKI-014 Deep Creek WS #10 (PI-566)
Rainfall not specifiedYADKI-014
Printed 10/26/2020Prepared by HDR, Inc
Page 1HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Summary for Pond 1P: YADKI-014 Deep Creek WS #10 (PI-566)
Volume Invert Avail.Storage Storage Description
#1 1,002.70' 115,396,640 cf Custom Stage Data (Prismatic) Listed below (Recalc)
YADKI-014 Deep Creek WS #10 (PI-566)
Rainfall not specifiedYADKI-014
Printed 10/26/2020Prepared by HDR, Inc
Page 2HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic-feet) (cubic-feet)
1,002.70 333,154 0 0
1,003.20 362,207 173,840 173,840
1,003.70 391,924 188,533 362,373
1,004.20 426,396 204,580 566,953
1,004.70 469,111 223,877 790,830
1,005.20 524,658 248,442 1,039,272
1,005.70 578,213 275,718 1,314,990
1,006.20 625,381 300,899 1,615,888
1,006.70 671,768 324,287 1,940,176
1,007.20 718,379 347,537 2,287,712
1,007.70 762,861 370,310 2,658,022
1,008.20 809,521 393,096 3,051,118
1,008.70 854,365 415,972 3,467,089
1,009.20 895,713 437,520 3,904,609
1,009.70 942,930 459,661 4,364,270
1,010.20 984,277 481,802 4,846,071
1,010.70 1,022,578 501,714 5,347,785
1,011.20 1,080,820 525,850 5,873,635
1,011.70 1,129,297 552,529 6,426,164
1,012.20 1,174,814 576,028 7,002,192
1,012.70 1,221,318 599,033 7,601,225
1,013.20 1,277,441 624,690 8,225,914
1,013.70 1,339,287 654,182 8,880,096
1,014.20 1,401,924 685,303 9,565,399
1,014.70 1,464,268 716,548 10,281,947
1,015.20 1,525,898 747,542 11,029,489
1,015.70 1,585,547 777,861 11,807,350
1,016.20 1,646,621 808,042 12,615,392
1,016.70 1,709,053 838,919 13,454,310
1,017.20 1,776,611 871,416 14,325,726
1,017.70 1,855,889 908,125 15,233,851
1,018.20 1,930,498 946,597 16,180,448
1,018.70 1,996,816 981,829 17,162,277
1,019.20 2,063,789 1,015,151 18,177,428
1,019.70 2,129,971 1,048,440 19,225,868
1,020.20 2,197,783 1,081,939 20,307,806
1,020.70 2,264,297 1,115,520 21,423,326
1,021.20 2,332,207 1,149,126 22,572,452
1,021.70 2,407,412 1,184,905 23,757,357
1,022.20 2,481,221 1,222,158 24,979,515
1,022.70 2,557,178 1,259,600 26,239,115
1,023.20 2,632,324 1,297,376 27,536,491
1,023.70 2,702,217 1,333,635 28,870,126
1,024.20 2,774,678 1,369,224 30,239,350
1,024.70 2,847,666 1,405,586 31,644,936
1,025.20 2,920,146 1,441,953 33,086,889
1,025.70 2,991,299 1,477,861 34,564,750
1,026.20 3,063,828 1,513,782 36,078,532
1,026.70 3,140,371 1,551,050 37,629,581
YADKI-014 Deep Creek WS #10 (PI-566)
Rainfall not specifiedYADKI-014
Printed 10/26/2020Prepared by HDR, Inc
Page 3HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
1,027.20 3,219,258 1,589,907 39,219,489
1,027.70 3,305,371 1,631,157 40,850,646
1,028.20 3,392,754 1,674,531 42,525,177
1,028.70 3,480,977 1,718,433 44,243,610
1,029.20 3,572,822 1,763,450 46,007,060
1,029.70 3,668,008 1,810,208 47,817,267
1,030.20 3,768,477 1,859,121 49,676,388
1,030.70 3,875,498 1,910,994 51,587,382
1,031.20 3,987,539 1,965,759 53,553,141
1,031.70 4,102,314 2,022,463 55,575,605
1,032.20 4,215,654 2,079,492 57,655,097
1,032.70 4,328,164 2,135,955 59,791,051
1,033.20 4,442,607 2,192,693 61,983,744
1,033.70 4,551,895 2,248,626 64,232,369
1,034.20 4,666,904 2,304,700 66,537,069
1,034.70 4,786,699 2,363,401 68,900,470
1,035.20 4,911,104 2,424,451 71,324,921
1,035.70 5,033,867 2,486,243 73,811,163
1,036.20 5,160,332 2,548,550 76,359,713
1,036.70 5,287,842 2,612,044 78,971,757
1,037.20 5,414,541 2,675,596 81,647,352
1,037.70 5,543,818 2,739,590 84,386,942
1,038.20 5,673,604 2,804,356 87,191,298
1,038.70 5,805,391 2,869,749 90,061,046
1,039.20 5,937,344 2,935,684 92,996,730
1,039.70 6,065,732 3,000,769 95,997,499
1,040.20 6,198,848 3,066,145 99,063,644
1,040.70 6,332,871 3,132,930 102,196,574
1,041.20 6,463,428 3,199,075 105,395,649
1,041.70 6,595,889 3,264,829 108,660,478
1,042.20 6,734,824 3,332,678 111,993,156
1,042.70 6,879,111 3,403,484 115,396,640
Device Routing Invert Outlet Devices
#1 Primary 984.20'15.0" Round 15" RCP
L= 220.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 984.20' / 982.00' S= 0.0100 '/' Cc= 0.900
n= 0.013, Flow Area= 1.23 sf
#2 Device 1 1,002.70'120.0" W x 8.0" H Vert. Riser Weir C= 0.600
#3 Secondary 1,017.80'Emergency Spillway, Cv= 3.10 (C= 3.88)
Head (feet) 0.00 1.00 2.00 3.00 4.00 5.00
Width (feet) 58.70 66.30 73.90 81.50 89.10 96.70
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=0.00' (Free Discharge)
1=15" RCP ( Controls 0.00 cfs)
2=Riser Weir ( Controls 0.00 cfs)
Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=0.00' (Free Discharge)
3=Emergency Spillway ( Controls 0.00 cfs)
YADKI-014 Deep Creek WS #10 (PI-566)
Rainfall not specifiedYADKI-014
Printed 10/26/2020Prepared by HDR, Inc
Page 4HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Stage-Discharge for Pond 1P: YADKI-014 Deep Creek WS #10 (PI-566)
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
1,002.70 0.00 0.00 0.00
1,003.10 8.12 8.12 0.00
1,003.50 17.21 17.21 0.00
1,003.90 17.38 17.38 0.00
1,004.30 17.55 17.55 0.00
1,004.70 17.71 17.71 0.00
1,005.10 17.88 17.88 0.00
1,005.50 18.04 18.04 0.00
1,005.90 18.20 18.20 0.00
1,006.30 18.36 18.36 0.00
1,006.70 18.52 18.52 0.00
1,007.10 18.68 18.68 0.00
1,007.50 18.83 18.83 0.00
1,007.90 18.99 18.99 0.00
1,008.30 19.14 19.14 0.00
1,008.70 19.29 19.29 0.00
1,009.10 19.45 19.45 0.00
1,009.50 19.60 19.60 0.00
1,009.90 19.74 19.74 0.00
1,010.30 19.89 19.89 0.00
1,010.70 20.04 20.04 0.00
1,011.10 20.18 20.18 0.00
1,011.50 20.33 20.33 0.00
1,011.90 20.47 20.47 0.00
1,012.30 20.61 20.61 0.00
1,012.70 20.76 20.76 0.00
1,013.10 20.90 20.90 0.00
1,013.50 21.04 21.04 0.00
1,013.90 21.17 21.17 0.00
1,014.30 21.31 21.31 0.00
1,014.70 21.45 21.45 0.00
1,015.10 21.58 21.58 0.00
1,015.50 21.72 21.72 0.00
1,015.90 21.85 21.85 0.00
1,016.30 21.99 21.99 0.00
1,016.70 22.12 22.12 0.00
1,017.10 22.25 22.25 0.00
1,017.50 22.38 22.38 0.00
1,017.90 29.74 22.51 7.23
1,018.30 105.15 22.64 82.50
1,018.70 226.03 22.77 203.26
1,019.10 382.75 22.90 359.85
1,019.50 571.59 23.03 548.57
1,019.90 790.65 23.15 767.49
1,020.30 1,038.82 23.28 1,015.54
1,020.70 1,315.44 23.41 1,292.04
1,021.10 1,620.15 23.53 1,596.62
1,021.50 1,952.73 23.65 1,929.08
1,021.90 2,313.10 23.78 2,289.33
1,022.30 2,701.27 23.90 2,677.37
1,022.70 3,117.31 24.02 3,093.29
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
1,023.10 3,499.17 24.14 3,475.02
1,023.50 3,809.18 24.26 3,784.91
1,023.90 4,086.66 24.38 4,062.28
1,024.30 4,342.02 24.50 4,317.52
1,024.70 4,580.58 24.62 4,555.96
1,025.10 4,805.66 24.74 4,780.91
1,025.50 5,019.51 24.86 4,994.65
1,025.90 5,223.80 24.98 5,198.82
1,026.30 5,419.79 25.09 5,394.70
1,026.70 5,608.48 25.21 5,583.27
1,027.10 5,790.66 25.33 5,765.34
1,027.50 5,967.00 25.44 5,941.56
1,027.90 6,138.04 25.56 6,112.49
1,028.30 6,304.26 25.67 6,278.59
1,028.70 6,466.05 25.78 6,440.26
1,029.10 6,623.75 25.90 6,597.85
1,029.50 6,777.68 26.01 6,751.67
1,029.90 6,928.09 26.12 6,901.97
1,030.30 7,075.23 26.23 7,048.99
1,030.70 7,219.29 26.35 7,192.95
1,031.10 7,360.48 26.46 7,334.02
1,031.50 7,498.95 26.57 7,472.39
1,031.90 7,634.87 26.68 7,608.19
1,032.30 7,768.37 26.79 7,741.58
1,032.70 7,899.57 26.89 7,872.68
1,033.10 8,028.60 27.00 8,001.60
1,033.50 8,155.56 27.11 8,128.44
1,033.90 8,280.54 27.22 8,253.32
1,034.30 8,403.64 27.33 8,376.31
1,034.70 8,524.94 27.43 8,497.51
1,035.10 8,644.52 27.54 8,616.98
1,035.50 8,762.45 27.65 8,734.81
1,035.90 8,878.80 27.75 8,851.05
1,036.30 8,993.63 27.86 8,965.77
1,036.70 9,106.99 27.96 9,079.03
1,037.10 9,218.95 28.07 9,190.88
1,037.50 9,329.55 28.17 9,301.38
1,037.90 9,438.85 28.27 9,410.58
1,038.30 9,546.89 28.38 9,518.51
1,038.70 9,653.70 28.48 9,625.22
1,039.10 9,759.34 28.58 9,730.76
1,039.50 9,863.84 28.68 9,835.16
1,039.90 9,967.24 28.79 9,938.45
1,040.30 10,069.57 28.89 10,040.68
1,040.70 10,170.86 28.99 10,141.87
1,041.10 10,271.15 29.09 10,242.06
1,041.50 10,370.46 29.19 10,341.27
1,041.90 10,468.82 29.29 10,439.53
1,042.30 10,566.27 29.39 10,536.88
1,042.70 10,662.82 29.49 10,633.33