STOKE-012 Final Report

DAM HYDRAULIC CAPACITY
ASSESSMENT REPORT
(DRAFT)
TOWN FORK CREEK WS DAM #10
STOKE-012
STOKES 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 Town Fork Creek WS Dam #10 in Stokes
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,
500 years, and 1000 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 =
3934.6
4042.4
4152.2
4264.0
4377.8
3329.1
3425.4
3523.5
3623.3
3725.1
3828.8
874.8
871.8
872.3
872.8
873.3
873.8
874.3
ELEVATION
868.3
868.8
869.3
869.8
870.3
870.8
871.3
254.1
283.8
314.6
99.2
122.2
146.4
171.7
198.0
225.5
STORAGE (ACRE-FT)
0.0
18.1
37.0
56.8
77.4
842.3
842.8
843.3
843.8
844.3
839.3
839.8
840.3
840.8
841.3
841.8
837.8
868.7
ELEVATION
837.8
838.3
838.8
STORAGE (ACRE-FT)
3050.4
3141.5
3234.5
66.9
142
SCS Type 2
SPILLWAY
Primary
Auxiliary
TYPE
Riser / Barrel
Grass Lined Trapezoidal Channel
ELEVATION
24 HOUR - 200 YEAR EVENT, 9.77 INCHES, ELEVATION 869.9 (8.1 FT FREE-BOARD)
24 HOUR - 100 YEAR EVENT, 8.62 INCHES, ELEVATION 867.3 (10.7 FT FREE-BOARD)
24 HOUR - 50 YEAR EVENT, 7.56 INCHES, ELEVATION 863.7 (14.3 FT FREE-BOARD)
24 HOUR - 25 YEAR EVENT, 6.59 INCHES, ELEVATION 860 (18 FT FREE-BOARD)
SUMMARY OF INPUT PARAMETERS
12.89
SUMMARY SHEET OF HYDRAULIC CAPACITY RESULTS
TOWN FORK CREEK WS DAM #10, STOKE-012
ANALYSIS PERFORMED BY: S. MURPHY, HDR
TOP OF DAM ELEVATION = 878
24 HOUR - 1000 YEAR EVENT, 12.9 INCHES, ELEVATION 872.4 (5.6 FT FREE-BOARD)
24 HOUR - 500 YEAR EVENT, 11.4 INCHES, ELEVATION 871.2 (6.8 FT FREE-BOARD)
STOKE-012TOWN FORK CREEK WS DAM #10 OCTOBER 27, 2020
11927.6
12167.7
12411.5
NOT TO SCALE
10560.7
10780.0
11002.7
11228.8
11458.3
11691.3
9314.1
9514.1
9717.2
9923.3
10132.6
10345.0
8174.9
8357.7
8543.3
8731.6
8922.9
9117.0
7136.9
7302.8
7471.7
7643.3
7817.6
7994.9
6204.0
6352.3
6503.4
6657.4
6814.2
6974.0
5366.7
5500.5
5636.6
5774.8
5915.3
6058.4
4611.6
4731.8
4854.3
4979.1
5106.1
5235.3
4493.6
895.8
896.3
896.8
897.3
897.8
892.8
893.3
893.8
894.3
894.8
895.3
889.8
890.3
890.8
891.3
891.8
892.3
886.8
887.3
887.8
888.3
888.8
889.3
883.8
884.3
884.8
885.3
885.8
886.3
880.8
881.3
881.8
882.3
882.8
883.3
877.8
878.3
878.8
879.3
879.8
880.3
875.3
875.8
876.3
876.8
877.3
2874.8
2961.4
2392.2
2468.8
2546.9
2626.4
2707.4
2790.2
1962.4
2030.4
2099.7
2170.6
2242.9
2316.9
1583.3
1643.3
1704.5
1767.0
1830.8
1895.9
1245.1
1299.0
1353.8
1409.6
1466.5
1524.4
942.7
990.7
1039.6
1089.5
1140.4
1192.3
676.5
718.4
761.3
805.1
849.9
895.8
447.2
482.8
519.4
557.1
595.8
635.6
346.3
379.0
412.6
866.3
866.8
867.3
867.8
863.3
863.8
864.3
864.8
865.3
865.8
860.3
860.8
861.3
861.8
862.3
862.8
857.3
857.8
858.3
858.8
859.3
859.8
854.3
854.8
855.3
855.8
856.3
856.8
851.3
851.8
852.3
852.8
853.3
853.8
848.3
848.8
849.3
849.8
850.3
850.8
845.3
845.8
846.3
846.8
847.3
847.8
844.8
STOKE-012TOWN FORK CREEK WS DAM #10 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
Town Fork Creek WS Dam #10 - STOKE-012 - Watershed Boundary
Legend
Longest FlowPath
Watershed Bound ary
0 1 20.5 Miles
Date: 10 /2/2020
/Drainage Ar ea: 12.89 Square MilesFlowpath Length: 8.3 miles

APPENDIX B

Lag Time Calculation
Dam No:STOKE-012 Date:10/26/2020
Dam Name:Town Fork Creek WS Dam #10 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 =66.905 from NRCS CN Calculation
S =4.94657 in.
Mean Basin Slope Y =16.0436 %from Watershed Mean slope
Longest Flowpath:8.27 mi.from Watershed Longest flowpath
Flow Length l =43665.6 ft.
Time of Concentration Tc =3.93 Hours Tc =236 mins
Lag Time TL =2.36 Hours TL =142 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 381772 100 38177243 68897 100 6889671 1322306 100 132230557
Developed, Open Space Open space - Fair condition (grass cover 50% to 75%)178796 49 8760985 12035563 69 830453877 11685410 79 923147362 1679177 84 141050910
Developed, Low Intensity Residential districts by average lot size: 1/3 acre 0 57 0 1302903 72 93808988 1367973 81 110805844 474352 86 40794266
Developed, Medium Intensity Residential districts by average lot size: 1/8 acre 0 77 0 133998 85 11389801 63089 90 5678039 14291 92 1314750
Developed, High Intensity Urban districts - Commercial and business 0 89 0 18699 92 1720311 678 94 63713 0 95 0
Barren Land Newly graded areas 0 77 0 18954 86 1630004 213394 91 19418825 38932 94 3659572
Deciduous Forest Woods - Fair 16014256 36 576513219 118787863 60 7127271772 57341566 73 4185934305 4662660 79 368350115
Evergreen Forest Woods - Fair 190661 36 6863786 6474448 60 388466868 7494640 73 547108695 666338 79 52640689
Mixed Forest Woods - Fair 2189848 36 78834519 13844845 60 830690727 10459659 73 763555139 580210 79 45836556
Shrub/Scrub Brush - Fair 1016227 35 35567933 2567529 56 143781636 2666289 70 186640233 214038 77 16480957
Herbaceuous Herbaceuous - Fair 5134 60 308042 2084515 71 148000563 2341248 81 189641096 230452 89 20510202
Hay/Pasture Pasture - Fair 67129 49 3289331 30749214 69 2121695779 36055606 79 2848392865 3753096 84 315260040
Cultivated Crops Row crops (SR + CR) - Poor 8927 71 633828 2853165 80 228253193 4520690 87 393299992 392907 90 35361671
Woody Wetlands Not Available 0 80 0 5411 85 459975 39463 90 3551673 3568 95 338920
Emergent Herbaceuous Wetlands Not Available 0 80 0 120832 85 10270730 0 90 0 34183 95 3247396 Weighted CN=66.90
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
14.0
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): King, North Carolina USA
Station Name: -
Latitude: 36.339671°
Longitude: -80.305663°
Elevation (USGS): 998.75 ft
PRECIPITATION FREQUENCY ESTIMATES
by
duration
for ARI
(years):1 2 5 10 25 50 100 200 500 1000
5-min:0.369 0.44 0.52 0.576 0.644 0.691 0.735 0.775 0.823 0.859
10-min:0.59 0.704 0.833 0.922 1.03 1.1 1.17 1.23 1.3 1.35
15-min:0.737 0.885 1.05 1.17 1.3 1.39 1.48 1.55 1.64 1.7
30-min:1.01 1.22 1.5 1.69 1.93 2.1 2.26 2.41 2.61 2.75
60-min:1.26 1.53 1.92 2.2 2.57 2.84 3.12 3.39 3.74 4.01
2-hr:1.52 1.85 2.33 2.7 3.19 3.58 3.98 4.38 4.93 5.36
3-hr:1.64 2.01 2.53 2.94 3.48 3.9 4.34 4.79 5.4 5.88
6-hr:2.05 2.49 3.13 3.64 4.34 4.91 5.51 6.13 7 7.72
12-hr:2.51 3.06 3.86 4.51 5.42 6.17 6.98 7.84 9.09 10.1
24-hr:3 3.63 4.61 5.42 6.59 7.56 8.62 9.77 11.4 12.9
2-day:3.55 4.29 5.42 6.32 7.6 8.65 9.77 11 12.7 14.1
3-day:3.76 4.54 5.72 6.67 8.01 9.11 10.3 11.5 13.3 14.8
4-day:3.97 4.79 6.02 7.01 8.42 9.57 10.8 12.1 14 15.6
7-day:4.51 5.41 6.7 7.74 9.19 10.4 11.6 13 14.9 16.4
10-day:5.14 6.16 7.52 8.62 10.1 11.4 12.6 14 15.8 17.3
20-day:6.95 8.26 9.9 11.2 12.9 14.3 15.7 17.1 19.1 20.6
30-day:8.59 10.2 11.9 13.3 15 16.3 17.6 18.9 20.6 21.9
45-day:10.8 12.8 14.8 16.3 18.3 19.7 21.1 22.5 24.3 25.6
60-day:12.9 15.1 17.3 19 21 22.6 24 25.5 27.3 28.6
Date/time (GMT): Mon Oct 26 18:06:43 2020
pyRunTime: 0.0165910720825

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:Town Fork Creek WS Dam #10 Dam No.STOKE_012
Reservior Water
Level (RWS)
Elevation (ft)
Total discharge from the
spillway system (cfs)
(from Hydrocad)
837.8 0.0
838.7 28.3
839.6 80.2
840.5 105.3
841.4 106.5
842.3 107.6
843.2 108.8
844.1 109.9
845.0 111.0
845.9 112.1
846.8 113.2
847.7 114.3
848.6 115.4
849.5 116.5
850.4 117.5
851.3 118.6
852.2 119.6
853.1 120.7
854.0 121.7
854.9 122.7
855.8 123.7
856.7 124.7
857.6 125.7
858.5 126.7
859.4 127.7
860.3 128.6
861.2 129.6
862.1 130.5
863.0 131.5
863.9 132.4
864.8 133.4
865.7 134.3
866.6 135.2
867.5 136.1
868.4 137.0
869.3 375.5
870.2 1098.4
871.1 2123.3
872.0 3405.8
872.9 4925.8
873.8 6672.6
874.7 8640.3
875.6 10825.2
876.5 13225.7
877.4 15841.0
878.3 18671.2
0.0
2000.0
4000.0
6000.0
8000.0
10000.0
12000.0
14000.0
16000.0
18000.0
20000.0
835.0 840.0 845.0 850.0 855.0 860.0 865.0 870.0 875.0 880.0 885.0Total discharge from the spillway system (cfs)Reservior Water Level (RWS) Elevation (ft)
The whole spillway system rating curve (cfs)
STOKE-012 Town Fork Creek Dam #10
Rainfall not specifiedSTOKE-012
Printed 10/22/2020Prepared by HDR, Inc
Page 1HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Summary for Pond 1P: STOKE-012 Town Fork Creek Dam #10
Volume Invert Avail.Storage Storage Description
#1 837.80' 222,421,790 cf Custom Stage Data (Prismatic) Listed below (Recalc)
STOKE-012 Town Fork Creek Dam #10
Rainfall not specifiedSTOKE-012
Printed 10/22/2020Prepared 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)
837.80 1,552,559 0 0
838.30 1,611,035 790,899 790,899
838.80 1,684,463 823,875 1,614,773
839.30 1,762,031 861,624 2,476,397
839.80 1,840,967 900,750 3,377,146
840.30 1,949,521 947,622 4,324,768
840.80 2,060,518 1,002,510 5,327,278
841.30 2,157,520 1,054,510 6,381,787
841.80 2,245,273 1,100,698 7,482,486
842.30 2,340,469 1,146,436 8,628,921
842.80 2,444,473 1,196,236 9,825,157
843.30 2,540,967 1,246,360 11,071,517
843.80 2,634,141 1,293,777 12,365,294
844.30 2,722,598 1,339,185 13,704,478
844.80 2,808,438 1,382,759 15,087,237
845.30 2,886,299 1,423,684 16,510,922
845.80 2,967,012 1,463,328 17,974,249
846.30 3,057,188 1,506,050 19,480,299
846.80 3,146,104 1,550,823 21,031,122
847.30 3,235,703 1,595,452 22,626,574
847.80 3,328,262 1,640,991 24,267,565
848.30 3,420,791 1,687,263 25,954,829
848.80 3,515,156 1,733,987 27,688,815
849.30 3,605,713 1,780,217 29,469,033
849.80 3,691,611 1,824,331 31,293,364
850.30 3,775,840 1,866,863 33,160,226
850.80 3,863,750 1,909,898 35,070,124
851.30 3,950,586 1,953,584 37,023,708
851.80 4,042,920 1,998,377 39,022,084
852.30 4,131,992 2,043,728 41,065,812
852.80 4,219,209 2,087,800 43,153,613
853.30 4,305,186 2,131,099 45,284,711
853.80 4,391,406 2,174,148 47,458,859
854.30 4,478,877 2,217,571 49,676,430
854.80 4,561,709 2,260,147 51,936,577
855.30 4,644,355 2,301,516 54,238,093
855.80 4,733,750 2,344,526 56,582,619
856.30 4,819,424 2,388,294 58,970,912
856.80 4,907,363 2,431,697 61,402,609
857.30 4,997,344 2,476,177 63,878,786
857.80 5,088,076 2,521,355 66,400,141
858.30 5,183,057 2,567,783 68,967,924
858.80 5,281,055 2,616,028 71,583,952
859.30 5,384,414 2,666,367 74,250,319
859.80 5,497,539 2,720,488 76,970,808
860.30 5,616,055 2,778,399 79,749,206
860.80 5,732,949 2,837,251 82,586,457
861.30 5,856,299 2,897,312 85,483,769
861.80 5,979,053 2,958,838 88,442,607
STOKE-012 Town Fork Creek Dam #10
Rainfall not specifiedSTOKE-012
Printed 10/22/2020Prepared by HDR, Inc
Page 3HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
862.30 6,107,275 3,021,582 91,464,189
862.80 6,237,119 3,086,099 94,550,288
863.30 6,374,805 3,152,981 97,703,269
863.80 6,501,807 3,219,153 100,922,422
864.30 6,619,395 3,280,301 104,202,722
864.80 6,741,641 3,340,259 107,542,981
865.30 6,861,113 3,400,689 110,943,670
865.80 6,990,068 3,462,795 114,406,465
866.30 7,130,215 3,530,071 117,936,536
866.80 7,285,547 3,603,941 121,540,476
867.30 7,457,207 3,685,689 125,226,165
867.80 7,649,697 3,776,726 129,002,891
868.30 7,853,906 3,875,901 132,878,791
868.80 8,018,418 3,968,081 136,846,872
869.30 8,170,645 4,047,266 140,894,138
869.80 8,315,439 4,121,521 145,015,659
870.30 8,468,018 4,195,864 149,211,523
870.80 8,620,811 4,272,207 153,483,731
871.30 8,781,143 4,350,489 157,834,219
871.80 8,948,105 4,432,312 162,266,531
872.30 9,126,807 4,518,728 166,785,259
872.80 9,306,025 4,608,208 171,393,467
873.30 9,477,617 4,695,911 176,089,378
873.80 9,648,340 4,781,489 180,870,867
874.30 9,828,633 4,869,243 185,740,110
874.80 10,005,205 4,958,460 190,698,570
875.30 10,178,398 5,045,901 195,744,470
875.80 10,375,537 5,138,484 200,882,954
876.30 10,574,912 5,237,612 206,120,566
876.80 10,768,584 5,335,874 211,456,440
877.30 10,969,014 5,434,400 216,890,840
877.80 11,154,785 5,530,950 222,421,790
Device Routing Invert Outlet Devices
#1 Primary 802.30'30.0" Round 30" RCP
L= 446.0' RCP, sq.cut end projecting, Ke= 0.500
Inlet / Outlet Invert= 802.30' / 797.80' S= 0.0101 '/' Cc= 0.900
n= 0.013, Flow Area= 4.91 sf
#2 Device 1 837.80'10.0' long x 0.5' breadth Lower Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
#3 Device 1 839.80'10.0' long x 0.5' breadth Upper Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00
Coef. (English) 2.80 2.92 3.08 3.30 3.32
#4 Secondary 868.70'Emergency Spillway, Cv= 3.10 (C= 3.88)
Head (feet) 0.00 2.00 4.00 6.00 8.00 10.00
Width (feet) 130.00 146.00 162.00 178.00 194.00 210.00
STOKE-012 Town Fork Creek Dam #10
Rainfall not specifiedSTOKE-012
Printed 10/22/2020Prepared by HDR, Inc
Page 4HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Primary OutFlow Max=0.00 cfs @ 5.00 hrs HW=0.00' TW=796.50' (Fixed TW Elev= 796.50')
1=30" RCP ( Controls 0.00 cfs)
2=Lower Weir ( Controls 0.00 cfs)
3=Upper Weir ( Controls 0.00 cfs)
Secondary OutFlow Max=0.00 cfs @ 5.00 hrs HW=0.00' (Free Discharge)
4=Emergency Spillway ( Controls 0.00 cfs)
STOKE-012 Town Fork Creek Dam #10
Rainfall not specifiedSTOKE-012
Printed 10/22/2020Prepared by HDR, Inc
Page 5HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Stage-Discharge for Pond 1P: STOKE-012 Town Fork Creek Dam #10
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
837.80 0.00 0.00 0.00
838.25 8.94 8.94 0.00
838.70 28.26 28.26 0.00
839.15 52.08 52.08 0.00
839.60 80.18 80.18 0.00
840.05 104.69 104.69 0.00
840.50 105.28 105.28 0.00
840.95 105.87 105.87 0.00
841.40 106.45 106.45 0.00
841.85 107.03 107.03 0.00
842.30 107.61 107.61 0.00
842.75 108.18 108.18 0.00
843.20 108.76 108.76 0.00
843.65 109.32 109.32 0.00
844.10 109.89 109.89 0.00
844.55 110.45 110.45 0.00
845.00 111.01 111.01 0.00
845.45 111.57 111.57 0.00
845.90 112.13 112.13 0.00
846.35 112.68 112.68 0.00
846.80 113.23 113.23 0.00
847.25 113.77 113.77 0.00
847.70 114.32 114.32 0.00
848.15 114.86 114.86 0.00
848.60 115.40 115.40 0.00
849.05 115.93 115.93 0.00
849.50 116.47 116.47 0.00
849.95 117.00 117.00 0.00
850.40 117.53 117.53 0.00
850.85 118.05 118.05 0.00
851.30 118.58 118.58 0.00
851.75 119.10 119.10 0.00
852.20 119.62 119.62 0.00
852.65 120.14 120.14 0.00
853.10 120.65 120.65 0.00
853.55 121.17 121.17 0.00
854.00 121.68 121.68 0.00
854.45 122.19 122.19 0.00
854.90 122.69 122.69 0.00
855.35 123.20 123.20 0.00
855.80 123.70 123.70 0.00
856.25 124.20 124.20 0.00
856.70 124.70 124.70 0.00
857.15 125.20 125.20 0.00
857.60 125.69 125.69 0.00
858.05 126.18 126.18 0.00
858.50 126.67 126.67 0.00
858.95 127.16 127.16 0.00
859.40 127.65 127.65 0.00
859.85 128.13 128.13 0.00
860.30 128.62 128.62 0.00
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
860.75 129.10 129.10 0.00
861.20 129.58 129.58 0.00
861.65 130.06 130.06 0.00
862.10 130.53 130.53 0.00
862.55 131.01 131.01 0.00
863.00 131.48 131.48 0.00
863.45 131.95 131.95 0.00
863.90 132.42 132.42 0.00
864.35 132.89 132.89 0.00
864.80 133.35 133.35 0.00
865.25 133.82 133.82 0.00
865.70 134.28 134.28 0.00
866.15 134.74 134.74 0.00
866.60 135.20 135.20 0.00
867.05 135.66 135.66 0.00
867.50 136.12 136.12 0.00
867.95 136.57 136.57 0.00
868.40 137.02 137.02 0.00
868.85 166.85 137.48 29.37
869.30 375.51 137.93 237.58
869.75 694.38 138.38 556.01
870.20 1,098.44 138.82 959.62
870.65 1,576.84 139.27 1,437.57
871.10 2,123.34 139.71 1,983.62
871.55 2,733.91 140.16 2,593.75
872.00 3,405.76 140.60 3,265.16
872.45 4,136.87 141.04 3,995.83
872.90 4,925.75 141.48 4,784.27
873.35 5,771.28 141.92 5,629.37
873.80 6,672.62 142.35 6,530.26
874.25 7,629.10 142.79 7,486.31
874.70 8,640.26 143.22 8,497.03
875.15 9,705.72 143.65 9,562.06
875.60 10,825.22 144.09 10,681.14
876.05 11,998.59 144.52 11,854.08
876.50 13,225.71 144.94 13,080.77
876.95 14,506.53 145.37 14,361.16
877.40 15,841.03 145.80 15,695.23
877.85 17,229.24 146.22 17,083.02
878.30 18,671.23 146.65 18,524.58