STOKE-111 Final Report

DAM HYDRAULIC CAPACITY
ASSESSMENT REPORT
(DRAFT)
TOWN FORK CREEK WS DAM #7
STOKE-111
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 #7 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 =
Primary
Auxiliary
Riser / Barrel
Concrete channel w/ riprap upstream
1459.8
1177.9
1222.6
1268.2
1314.7
1362.2
1410.6
706.0
706.5
707.0
707.5
708.0
ELEVATION
703.5
704.0
704.5
705.0
705.5
135.8
STORAGE (ACRE-FT)
0.0
12.8
26.0
39.8
54.3
69.4
85.1
687.5
684.5
685.0
685.5
686.0
686.5
687.0
692.2
692.5
ELEVATION
683.0
683.5
684.0
STORAGE (ACRE-FT)
1049.1
1091.1
1134.1
101.5
118.4
SPILLWAY TYPE ELEVATION
SUMMARY OF INPUT PARAMETERS
3.76
24 HOUR - 200 YEAR EVENT, 8.76 INCHES, ELEVATION 695.8 (5.8 FT FREE-BOARD)
24 HOUR - 100 YEAR EVENT, 7.82 INCHES, ELEVATION 695 (6.6 FT FREE-BOARD)
24 HOUR - 50 YEAR EVENT, 6.94 INCHES, ELEVATION 694.2 (7.4 FT FREE-BOARD)
24 HOUR - 25 YEAR EVENT, 6.11 INCHES, ELEVATION 693.4 (8.2 FT FREE-BOARD)
SUMMARY SHEET OF HYDRAULIC CAPACITY RESULTS
TOWN FORK CREEK WS DAM #7, STOKE-111
ANALYSIS PERFORMED BY: S. MURPHY, HDR
68.9
90
SCS Type 2
TOP OF DAM ELEVATION = 701.6
24 HOUR - 1000 YEAR EVENT, 11.2 INCHES, ELEVATION 697.8 (3.8 FT FREE-BOARD)
24 HOUR - 500 YEAR EVENT, 10.1 INCHES, ELEVATION 696.9 (4.7 FT FREE-BOARD)
STOKE-111TOWN FORK CREEK WS DAM #7 OCTOBER 5, 2020
3480.8
NOT TO SCALE
2983.2
3062.5
3143.2
3225.3
3309.0
3394.2
2535.0
2606.5
2679.3
2753.4
2828.7
2905.3
2134.0
2197.7
2262.5
2328.7
2396.1
2464.8
1776.1
1832.8
1890.8
1949.9
2010.1
2071.5
1509.9
1561.1
1613.2
1666.4
1720.6
723.0
718.0
718.5
719.0
719.5
720.0
720.5
721.0
721.5
722.0
715.0
715.5
716.0
716.5
717.0
717.5
712.0
711.0
711.5
708.5
722.5
712.5
713.0
713.5
714.0
714.5
709.0
709.5
710.0
928.6
967.9
1008.0
677.1
710.5
744.6
779.6
815.5
852.4
495.2
523.6
552.8
582.6
613.2
644.7
340.3
364.2
710.5
440.5
467.5
210.9
230.9
251.5
272.8
294.7
317.2
890.1
153.8
172.3
191.3
702.5
703.0
699.5
700.0
700.5
701.0
701.5
702.0
696.5
697.0
388.8
414.3
697.5
698.0
698.5
699.0
693.5
694.0
694.5
695.0
695.5
696.0
690.5
691.0
691.5
692.0
692.5
693.0
688.0
688.5
689.0
689.5
690.0
STOKE-111TOWN FORK CREEK WS DAM #7 OCTOBER 5, 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 #7 - STOKE-111 - Watershed Boundary
Legend
Longest FlowPath
Watershed Bound ary
0 0.7 1.40.35 Miles
Date: 10 /5/2020
/Drainage Area: 3.76 Square MilesFlowpath Length: 4.7 miles

APPENDIX B

Lag Time Calculation
Dam No:STOKE-111 Date:10/9/2020
Dam Name:Town Fork Creek WS Dam #7 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 =68.8988 from NRCS CN Calculation
S =4.51405 in.
Mean Basin Slope Y =14.6484 %from Watershed Mean slope
Longest Flowpath:4.73 mi.from Watershed Longest flowpath
Flow Length l =24974.4 ft.
Time of Concentration Tc =2.50 Hours Tc =150 mins
Lag Time TL =1.50 Hours TL =90 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 140385 100 14038458 24704 100 2470359 987782 100 98778178
Developed, Open Space Open space - Fair condition (grass cover 50% to 75%)0 49 0 3098639 69 213806098 637420 79 50356142 147630 84 12400938
Developed, Low Intensity Residential districts by average lot size: 1/3 acre 0 57 0 187968 72 13533706 16009 81 1296693 3995 86 343596
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 54501 86 4687080 0 91 0 0 94 0
Deciduous Forest Woods - Fair 0 36 0 28231554 60 1693893228 3093065 73 225793716 21056057 79 #########
Evergreen Forest Woods - Fair 0 36 0 4089823 60 245389353 777103 73 56728540 4170742 79 329488626
Mixed Forest Woods - Fair 0 36 0 10228756 60 613725366 890974 73 65041131 6543272 79 516918527
Shrub/Scrub Brush - Fair 0 35 0 6523972 56 365342417 599455 70 41961847 2627166 77 202291759
Herbaceuous Herbaceuous - Fair 0 60 0 1240343 71 88064354 268289 81 21731374 477015 89 42454357
Hay/Pasture Pasture - Fair 0 49 0 5917812 69 408328998 961689 79 75973405 1830711 84 153779763
Cultivated Crops Row crops (SR + CR) - Poor 0 71 0 35237 80 2818945 0 87 0 0 90 0
Woody Wetlands Not Available 0 80 0 0 85 0 0 90 0 0 95 0
Emergent Herbaceuous Wetlands Not Available 0 80 0 0 85 0 0 90 0 0 95 0 Weighted CN=68.90
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
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): Germanton, North Carolina USA
Station Name: -
Latitude: 36.237572°
Longitude: -80.210794°
Elevation (USGS): 745.34 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 0.517 0.571 0.634 0.676 0.715 0.749 0.788 0.815
10-min:0.59 0.703 0.828 0.913 1.01 1.08 1.14 1.19 1.25 1.28
15-min:0.738 0.884 1.05 1.16 1.28 1.36 1.44 1.5 1.57 1.61
30-min:1.01 1.22 1.49 1.67 1.9 2.05 2.2 2.33 2.5 2.61
60-min:1.26 1.53 1.91 2.18 2.53 2.78 3.03 3.27 3.58 3.81
2-hr:1.5 1.82 2.29 2.64 3.1 3.45 3.81 4.17 4.64 5.01
3-hr:1.61 1.96 2.47 2.85 3.36 3.75 4.14 4.53 5.06 5.47
6-hr:1.99 2.41 3.02 3.5 4.16 4.68 5.21 5.76 6.52 7.12
12-hr:2.4 2.9 3.66 4.26 5.1 5.78 6.5 7.25 8.33 9.19
24-hr:2.87 3.47 4.37 5.09 6.11 6.94 7.82 8.76 10.1 11.2
2-day:3.36 4.05 5.06 5.86 6.96 7.84 8.77 9.73 11.1 12.2
3-day:3.56 4.29 5.35 6.18 7.34 8.27 9.24 10.3 11.7 12.8
4-day:3.76 4.53 5.63 6.5 7.71 8.7 9.72 10.8 12.3 13.5
7-day:4.29 5.14 6.29 7.22 8.49 9.52 10.6 11.7 13.3 14.5
10-day:4.87 5.81 7.04 8.02 9.36 10.4 11.5 12.7 14.2 15.5
20-day:6.57 7.78 9.27 10.5 12.1 13.3 14.6 15.9 17.7 19
30-day:8.13 9.59 11.2 12.4 14 15.3 16.5 17.7 19.3 20.5
45-day:10.2 12 13.9 15.3 17.1 18.4 19.8 21.1 22.8 24.1
60-day:12.2 14.3 16.3 17.8 19.7 21.1 22.4 23.7 25.4 26.6
Date/time (GMT): Fri Oct 9 14:32:10 2020
pyRunTime: 0.0592029094696

APPENDIX F
Outlet Works Rating Curves

Total outlet discharge from the spillway system
Client:NCEM Date:9/30/2020
Project:Overtopping Study Engineer:T. Carter
Dam:Town Fork Creek WS Dam #7 Dam No.STOKE-111
Reservior Water
Level (RWS)
Elevation (ft)
Total discharge from the
spillway system (cfs)
(from Hydrocad)
683.0 0.0
683.8 4.3
684.6 12.2
685.4 22.4
686.2 30.9
687.0 37.1
687.8 42.3
688.6 46.9
689.4 51.1
690.2 55.0
691.0 58.6
691.8 62.0
692.6 82.9
693.4 279.5
694.2 560.2
695.0 917.9
695.8 1338.2
696.6 1812.9
697.4 2336.3
698.2 2904.3
699.0 3513.5
699.8 4161.4
700.6 4845.7
701.4 5564.7
702.2 6316.6
703.0 7100.2
703.8 7914.1
704.6 8757.4
705.4 9628.9
706.2 10527.9
707.0 11453.4
707.8 12404.8
708.6 13381.4
709.4 14382.5
710.2 15407.6
711.0 16456.0
711.8 17527.3
712.6 18621.1
713.4 19736.8
714.2 20874.0
715.0 22032.3
715.8 23211.4
716.6 24410.9
717.4 25630.5
718.2 26869.8
719.0 28128.5
719.8 29406.3
0.0
5000.0
10000.0
15000.0
20000.0
25000.0
30000.0
35000.0
680.0 685.0 690.0 695.0 700.0 705.0 710.0 715.0 720.0 725.0Total discharge from the spillway system (cfs)Reservior Water Level (RWS) Elevation (ft)
The whole spillway system rating curve (cfs)
STOKE-111 Town Fork Creek WS Dam #7
Rainfall not specifiedSTOKE-111
Printed 10/2/2020Prepared by HDR, Inc
Page 1HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Summary for Pond 1P: STOKE-111_Town Fork Creek WS Dam #7
Volume Invert Avail.Storage Storage Description
#1 683.00' 151,622,904 cf Custom Stage Data (Prismatic) Listed below (Recalc)
STOKE-111 Town Fork Creek WS Dam #7
Rainfall not specifiedSTOKE-111
Printed 10/2/2020Prepared 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)
683.00 1,106,387 0 0
683.50 1,128,564 558,738 558,738
684.00 1,173,545 575,527 1,134,265
684.50 1,234,102 601,912 1,736,177
685.00 1,288,291 630,598 2,366,775
685.50 1,344,170 658,115 3,024,890
686.00 1,398,818 685,747 3,710,637
686.50 1,446,631 711,362 4,422,000
687.00 1,495,869 735,625 5,157,625
687.50 1,544,404 760,068 5,917,693
688.00 1,589,209 783,403 6,701,096
688.50 1,635,283 806,123 7,507,219
689.00 1,679,521 828,701 8,335,920
689.50 1,722,988 850,627 9,186,547
690.00 1,770,195 873,296 10,059,843
690.50 1,823,057 898,313 10,958,156
691.00 1,881,563 926,155 11,884,311
691.50 1,935,166 954,182 12,838,493
692.00 1,986,602 980,442 13,818,935
692.50 2,042,920 1,007,381 14,826,316
693.00 2,114,199 1,039,280 15,865,596
693.50 2,183,516 1,074,429 16,940,024
694.00 2,251,543 1,108,765 18,048,789
694.50 2,316,279 1,141,956 19,190,745
695.00 2,383,320 1,174,900 20,365,644
695.50 2,447,236 1,207,639 21,573,283
696.00 2,508,662 1,238,975 22,812,258
696.50 2,567,646 1,269,077 24,081,335
697.00 2,630,645 1,299,573 25,380,908
697.50 2,698,887 1,332,383 26,713,291
698.00 2,787,744 1,371,658 28,084,948
698.50 2,866,182 1,413,482 29,498,430
699.00 2,938,789 1,451,243 30,949,673
699.50 3,010,313 1,487,276 32,436,948
700.00 3,085,195 1,523,877 33,960,825
700.50 3,173,291 1,564,622 35,525,447
701.00 3,248,125 1,605,354 37,130,801
701.50 3,317,793 1,641,480 38,772,280
702.00 3,389,355 1,676,787 40,449,067
702.50 3,459,834 1,712,297 42,161,364
703.00 3,536,123 1,748,989 43,910,354
703.50 3,619,609 1,788,933 45,699,287
704.00 3,702,930 1,830,635 47,529,921
704.50 3,778,994 1,870,481 49,400,402
705.00 3,852,461 1,907,864 51,308,266
705.50 3,932,119 1,946,145 53,254,411
706.00 4,015,859 1,986,995 55,241,406
706.50 4,096,504 2,028,091 57,269,496
707.00 4,173,594 2,067,525 59,337,021
STOKE-111 Town Fork Creek WS Dam #7
Rainfall not specifiedSTOKE-111
Printed 10/2/2020Prepared by HDR, Inc
Page 3HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
707.50 4,250,928 2,106,131 61,443,151
708.00 4,328,555 2,144,871 63,588,022
708.50 4,410,137 2,184,673 65,772,695
709.00 4,496,338 2,226,619 67,999,314
709.50 4,587,197 2,270,884 70,270,198
710.00 4,678,262 2,316,365 72,586,562
710.50 4,775,352 2,363,404 74,949,966
711.00 4,885,996 2,415,337 77,365,303
711.50 4,997,617 2,470,903 79,836,206
712.00 5,097,588 2,523,801 82,360,007
712.50 5,199,424 2,574,253 84,934,260
713.00 5,297,275 2,624,175 87,558,435
713.50 5,396,992 2,673,567 90,232,002
714.00 5,495,254 2,723,062 92,955,063
714.50 5,599,072 2,773,582 95,728,645
715.00 5,706,064 2,826,284 98,554,929
715.50 5,817,236 2,880,825 101,435,754
716.00 5,929,580 2,936,704 104,372,458
716.50 6,049,648 2,994,807 107,367,265
717.00 6,169,932 3,054,895 110,422,160
717.50 6,289,160 3,114,773 113,536,933
718.00 6,400,283 3,172,361 116,709,294
718.50 6,505,439 3,226,431 119,935,724
719.00 6,617,080 3,280,630 123,216,354
719.50 6,730,879 3,336,990 126,553,344
720.00 6,848,320 3,394,800 129,948,143
720.50 6,966,797 3,453,779 133,401,923
721.00 7,091,836 3,514,658 136,916,581
721.50 7,223,379 3,578,804 140,495,385
722.00 7,355,049 3,644,607 144,139,992
722.50 7,484,082 3,709,783 147,849,774
723.00 7,608,438 3,773,130 151,622,904
Device Routing Invert Outlet Devices
#1 Primary 665.50'30.0" Round 30" RCP
L= 273.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 665.50' / 662.80' S= 0.0099 '/' Cc= 0.900
n= 0.013 Concrete pipe, bends & connections, Flow Area= 4.91 sf
#2 Device 1 692.20'15.0' long x 0.5' breadth TR29 Riser
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 1 683.00'22.5" W x 30.0" H Vert. Orifice in TR29 C= 0.600
#4 Secondary 692.50'78.0' long x 24.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60
Coef. (English) 2.68 2.70 2.70 2.64 2.63 2.64 2.64 2.63
STOKE-111 Town Fork Creek WS Dam #7
Rainfall not specifiedSTOKE-111
Printed 10/2/2020Prepared 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' (Free Discharge)
1=30" RCP ( Controls 0.00 cfs)
2=TR29 Riser ( Controls 0.00 cfs)
3=Orifice in TR29 ( 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-111 Town Fork Creek WS Dam #7
Rainfall not specifiedSTOKE-111
Printed 10/2/2020Prepared by HDR, Inc
Page 5HydroCAD® 10.00-25 s/n 07102 © 2019 HydroCAD Software Solutions LLC
Stage-Discharge for Pond 1P: STOKE-111_Town Fork Creek WS Dam #7
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
683.00 0.00 0.00 0.00
683.40 1.52 1.52 0.00
683.80 4.31 4.31 0.00
684.20 7.91 7.91 0.00
684.60 12.18 12.18 0.00
685.00 17.02 17.02 0.00
685.40 22.38 22.38 0.00
685.80 27.21 27.21 0.00
686.20 30.93 30.93 0.00
686.60 34.17 34.17 0.00
687.00 37.09 37.09 0.00
687.40 39.79 39.79 0.00
687.80 42.30 42.30 0.00
688.20 44.67 44.67 0.00
688.60 46.91 46.91 0.00
689.00 49.05 49.05 0.00
689.40 51.09 51.09 0.00
689.80 53.06 53.06 0.00
690.20 54.95 54.95 0.00
690.60 56.78 56.78 0.00
691.00 58.55 58.55 0.00
691.40 60.27 60.27 0.00
691.80 61.95 61.95 0.00
692.20 63.57 63.57 0.00
692.60 82.85 76.24 6.61
693.00 176.58 102.13 74.46
693.40 279.54 104.06 175.48
693.80 410.02 104.80 305.22
694.20 560.23 105.53 454.70
694.60 730.54 106.26 624.28
695.00 917.87 106.98 810.89
695.40 1,120.79 107.70 1,013.09
695.80 1,338.17 108.41 1,229.76
696.20 1,569.12 109.12 1,460.00
696.60 1,812.87 109.82 1,703.05
697.00 2,068.78 110.52 1,958.25
697.40 2,336.29 111.22 2,225.07
697.80 2,614.93 111.91 2,503.02
698.20 2,904.26 112.60 2,791.66
698.60 3,203.89 113.28 3,090.62
699.00 3,513.50 113.96 3,399.54
699.40 3,832.76 114.63 3,718.13
699.80 4,161.38 115.30 4,046.08
700.20 4,499.12 115.97 4,383.15
700.60 4,845.72 116.63 4,729.09
701.00 5,200.98 117.29 5,083.69
701.40 5,564.67 117.94 5,446.72
701.80 5,936.61 118.60 5,818.01
702.20 6,316.62 119.24 6,197.38
702.60 6,704.53 119.89 6,584.65
703.00 7,100.19 120.53 6,979.66
Elevation
(feet)
Discharge
(cfs)
Primary
(cfs)
Secondary
(cfs)
703.40 7,503.44 121.17 7,382.27
703.80 7,914.14 121.80 7,792.34
704.20 8,332.17 122.43 8,209.74
704.60 8,757.39 123.06 8,634.33
705.00 9,189.68 123.69 9,065.99
705.40 9,628.93 124.31 9,504.62
705.80 10,075.03 124.93 9,950.11
706.20 10,527.88 125.54 10,402.34
706.60 10,987.38 126.15 10,861.23
707.00 11,453.44 126.76 11,326.67
707.40 11,925.95 127.37 11,798.58
707.80 12,404.84 127.97 12,276.87
708.20 12,890.02 128.57 12,761.44
708.60 13,381.41 129.17 13,252.24
709.00 13,878.93 129.77 13,749.16
709.40 14,382.51 130.36 14,252.15
709.80 14,892.08 130.95 14,761.13
710.20 15,407.56 131.54 15,276.02
710.60 15,928.89 132.12 15,796.77
711.00 16,456.00 132.70 16,323.30
711.40 16,988.84 133.28 16,855.56
711.80 17,527.33 133.86 17,393.47
712.20 18,071.43 134.43 17,937.00
712.60 18,621.07 135.01 18,486.06
713.00 19,176.20 135.58 19,040.62
713.40 19,736.76 136.14 19,600.62
713.80 20,302.71 136.71 20,166.00
714.20 20,873.99 137.27 20,736.71
714.60 21,450.54 137.83 21,312.71
715.00 22,032.34 138.39 21,893.95
715.40 22,619.32 138.94 22,480.38
715.80 23,211.44 139.50 23,071.95
716.20 23,808.67 140.05 23,668.62
716.60 24,410.94 140.60 24,270.34
717.00 25,018.23 141.15 24,877.08
717.40 25,630.49 141.69 25,488.80
717.80 26,247.68 142.23 26,105.45
718.20 26,869.76 142.77 26,726.99
718.60 27,496.70 143.31 27,353.39
719.00 28,128.45 143.85 27,984.60
719.40 28,764.99 144.38 28,620.60
719.80 29,406.26 144.92 29,261.35
720.20 30,052.25 145.45 29,906.80
720.60 30,702.91 145.98 30,556.94
721.00 31,358.22 146.50 31,211.72
721.40 32,018.13 147.03 31,871.10
721.80 32,682.63 147.55 32,535.07
722.20 33,351.66 148.07 33,203.59
722.60 34,025.22 148.59 33,876.62
723.00 34,703.25 149.11 34,554.14