20070931 Ver 1_More Info Received_20070921

0~-093
...
...
"'Hanson
Sent Certified Mail Return Receipt Requested
September 19, 2007
Ms. Cyndi Karoly
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
2300 Gateway Centre Blvd.
Morrisville, NC 27560
Tel [phone]
Fax [phone]
Re: Hanson Raleigh Quarry, DWQ Project#07-0931, Item #6 Culvert Design
Dear Ms. Karoly:
Pursuant to DWQ Project # 07-0931, Item #6 Culvert Installation, we are submitting for
your approval details of the design of the culvert to be installed in the permit modification
area. We have enclosed two copies of the plans which include drawings, calculations
and supporting documentation.
Please contact me should you require additional information.
Sincerely,
Robert Snyder
Environmental Manager ~~.., r,.,,
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Encl:
cc: Toby Lee, Hanson Raleigh Quarry *~. ~ ~ ~`'~ ~=~`~ ~~ ~~~~ ~
Mr. John Holly, PE j- 200 j
NC Department of Environment and Natural Resources -?~~~
Raleigh Regional Office ~'~ yrn.7,~„q~.,.Z~1~'
3800 Barrett Drive .,C~ar~,~h
Raleigh, NC 27609

e
~~-~~31
CALCULATIONS AND SUPPORTING
INFORMATION
FOR
HANSON AGGREGATES, INC.
MIDEAST REGION
RALEIGH QUARRY
WAKE COUNTY
REVISED DETENTION BASIN
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SEPTEMBER, 2007

TABLE OF CONTENTS
• STORMWATER RUNOFF CALCULATIONS
• INFLOW HYDROGRAPH
• VOLUME OF STORMWATER STORAGE
• VOLUME OF SEDIMENT STORAGE
• SPILLWAY DESIGN CALCULATIONS
• ANTI-FLOATATION BLOCK DESIGN
• STAGE STORAGE DATA
• STAGE DISCHARGE DATA
• STORM ROUTING - 25 Yr- 24 Hr EVENT
• SCOUR HOLE AND LEVEL DISSIPATOR DESIGN
• SUPPORTING CHARTS, TABLES & NOMOGRAPHS:
1. FIG. 8.03a TIME OF CONCENTRATION
2. TABLE 8.03b RUNOFF CURVE NUMBER (CN)
3. FIG. 8.03k 25 Yr-1 DAY PRECIPITATION
4. PLATE 1.26k PIPE LENGTH IN SATURATION ZONE
5. PLATE 1.26E NUMBER OF ANTI SEEP COLLARS REQUIRED
6. FIG. 6 SIZES OF RIPRAP AND EROSION CONTROL STONE
7. FIGURE 11 RELATIVE DEPTH OF SCOUR HOLE VERSUS FROUDE
NUMBER AT BRINK OF CULVERT AND RELATIVE SIZE OF RIPRAP AS A
THIRD VARAI ABLE

Raleigh Quarry: Storm Water Detention Ba 9/14/2007
(RATIONAL METHOD)
Disturbed Ac 53 ac
Hyd. Length 2500 ft
DH 136 ft
Tc= ((L^3/H)^0.385) / 128
Where Tc= Min.
L= Hyd. Length (ft)
H= Elevation difference (ft)
Tc= 9.908279766 min.
use 10 min.
INTENSITIES
(infhr) Raleigh IDFC
i2
i25
i50
i100
WEIGHTED C VALUES
AREA CATEGORY C
INDUSTRIAL 0.6
RESIDENTIAL 0.35
WOODS 0.2
4.3
6.5
8
9
Area (ac.) AREA FRACTION
8.5 8.5/53= 0.160377358
5 5/53= 0.094339623
39.5 39.5/53= 0.745283019
WEIGHTED C
0.10
0.03
0.15
TOTAL 0.28
USE 0.3
FLOW
FROM RATIONAL EQUATION O=CiA
WHERE Q~cfs
C= Coefficient of runoff
A= Area (acre)
i= intensities (in/hr)
025=CiA 103 cfs, one pipe
Q25=.3*6.5*53
0100=CiA
0100=0.3*9*53 143.1 cfs

FORMULATE INFLOW HYDROGRAPH:
Depth of Runoff Depth 25-yr, 24hr
Ultimate Soil Capacity = S = 1000/CN - 10
where: S = (in)
CN = SCS Curve Number
MINING/INDUSTRIAL (8.5/53)*93 15
RESIDENTIAL (5/53)*81 8
WOODS (39.5/53)*77 57
CN TOTAL 80
Hydrologic Soil Group D: Newly Graded Area
CN = 80
S = 2.50 in.
P = 6.5 in. 25 year-24 hour precipitation (Raleigh)
Estimated Depth of Runoff = Dr =(P - 0.2S)^2 / (P + 0.8S)
where: Dr = (in)
P = 25-yr,24 hour rainfall depth (in)
S =Ultimate Soil Capacity (in)
Dr = 4.24 in.
Estimated Time of Peak = Tp = (43.5*Dr*A) / O
where: Tp =min.
Dr =Depth of Runoff = (in)
A =Drainage Area = (Ac)
O =Peak flow, Rational Method = (cfs)
Tp = 94 min

Develop Inflow Hydrograph for 25-year Storm Event:
Step Function:
For time of interest between 0 and 1.25Tp:
For time of interest greater than 1.25Tp:
Q = 4.34 Qp exp((-1.30(t/Tp))
Given: Tp =
Qp (25yr-24 hr) _
1.25'Tp= 118
tp 94 min.
1.25 tp=118
min.
Time Flow
(min) (cfs)
0 0.0
10 2.8
20 11.0
30 23.6
40 39.3
50 56.4
60 72.9
70 87.1
80 97.4
90 102.8
100 102.5
110 96.7
120 86.0
130 75.0
140 65.3
150 56.9
160 49.6
170 43.2
180 37.7
190 32.8
200 28.6
210 24.9
220 21.7
230 18.9
240 16.5
250 14.4
260 12.5
270 10.9
280 9.5
290 8.3
300 7.2
310 6.3
320 5.5
330 4.8
340 4.2
350 3.6
360 3.2
370 2.8
380 2.4
390 2.1
400 1.8
410 1.6
420 1.4
430 1.2
440 1.1
450 0.9
460 0.8
470 0.7
94 min
103.4 cfs

9 hours
480 0.6
490 0.5
500 0.5
510 0.4
520 0.4
530 0.3
540 0.3
550 0.2
560 0.2
570 0.2
580 0.2
590 0.1
600 0.1
610 0.1
620 0.1
630 0.1
640 0.1
650 0.1
660 0.1
670 0.0
680 0.0
690 0.0
700 0.0
710 0.0
VOLUME OF STORM WATER STORAGE REQUIRED
Vs = 3630-Dr•A
= 3630' 4.24.53
814828 cf of water
VOLUME OF SEDIMENT STORAGE REQUIRED
Volume of Sediment Storage = Vc = 18TA^0.84
where: Vc = (cf)
T =clean out interval (Days)
A =Disturbed Area (Ac)
Cleanout Interval: 365 days
Disturbed Area: 10 Ac
Volume of Storage
Required: 45453 cf

REQUIRED FLOW FOR 7 DAY DISCHARGE
7day x 24hr/day x 60min/hr x 60sec/min =
DISCHARGE
(814800 cfl
(604 800 sec) = 1.35 cfs
DISCHARGE HOLE
FROM ORIFICE EQUATION
Q=Cd'A'~(2gH)
1.35=0.6'A'~(2'32.2'H)
Solve for "A"
604800 sec.
WHERE Q~ flow (cfs) g=32.2
Cd= Disc. Coeff=0.6
A= Area (sf)
g= const 32.2
H= ft
H A r dia. dia. X12"
(ft) (sf) (ft) (ft) (in)
14 0.07 0.15 0.31 3.70
12 0.08 0.16 0.32 3.85
10 0.09 0.17 0.34 4.03
6 0.11 0.19 0.38 4.58
3 0.16 0.23 0.45 5.44
1.5 0.23 0.27 0.54 6.47
1 0.28 0.30 0.60 7.16
0.5 0.40 0.35 0.71 8.52
USE A 3" 0 HOLE

SPILLWAY DESIGN CALCULATIONS
BARREL CONDUIT SIZE
USE ORIFICE EQUATION
Q25=103
Cd=.6
g=32.2
H=10 Solve for A
RISER PIPE
USE WEIR EQUATION
Q25=Cw'L'H^1.5
WHERE Q cfs
Cw= coeff.
L= ft
H= ft
Cw=3.33 Q25=103cfs
103=3.33'L;H^1.5
A= 6.79
Since A=¶'r^2
r- 1.47
USE 36" OJ STORM WATER PIPE
MAXIMUM HEAD OVER RISER
C=¶'D=¶'4.= 12.56
Maximum water surface elevation = 223
Solve for L
36 "
H L Dia.
1.5 16.84 5.36
1.75 13.36 4.26
2 10.94 3.48
2.25 9.16 2.92
USE 54" 0 Dia.
103=3.33' 12.56'H^1.5
Solve for H
Minimum H= 1.69
Crest elevation of riser
EL= 223-1.69=
use
221.31
221.25

Anti -Floatation Block Design:
Note:
1.Anti-Floatation block shall be sized such that the weight of the block shall be at least 1.5
times the weight of the water displaced
2. Placement of concrete to be used for blocking shall extend 2 ft beyond the riser diameter.
Unit Weight of Water: 62.4 Ibs/cf
Unit Weight of Concrete: 144 Ibs/cf
Buoyant Weight of Concrete: 81.6 Ibs/cf
Maximum Dam Height: 11 ft
Riser Volume Weight Weight Volume Depth
Diameter of Water of Water of Concrete of Concrete of Concrete
Displaced Displaced Required Required Blocking
Required
(in) (cf) (Ib) (Ib) (cf) (ft)
54 174.9 10911.2 16366.8 200.6 3.5
Stage Storage
TOPO. CALCULATED AVERAGE DEPTH VOLUME ACCUM.
ELEVATION AREA AREA AREA VOLUME
(SF) (SF) (SF) (FT) (CF) (CF)
212 24973
26548.3 1 26548.25 26548.3
213 28123.5
29698.8 1 29698.75 56247.0
214 31274
33320.0 1 33320 89567.0
215 35366
37412.0 1 37412 126979.0
216 39458
42461.8 1 42461.75 169440.8
217 45465.5
48469.3 1 48469.25 217910.0
218 51473
55721.0 1 55721 273631.0
219 59969
64217.0 1 64217 337848.0
220 68465
73404.3 1 73404.3 411252.3
221 78343.5
83282.8 1 83282.8 494535.0
222 88222
93940.3 1 93940.3 588475.3
223 99658.5
105376.8 1 105376.8 693852.0
224 111095

Determine Stage-Discharge Curve:
Using the Orifice Equation: O = Cd ' A ` (2gh)^0.5
Using the Weir Equation: O = Cw ` L ` H^1.5
Riser:
Diameter 0 in
Elev. Top 221.25
Cw 3.33
Cd 0.6
A 2.25^2 ¶ ft^2
L 4.5¶ ft
Barrel
Diameter 36 in
Cw 3.33
Cd 0.6
Orifice
Diameter 3 in
Elev. 213.5
Cd 0.6
36" BARREL 54" RISER 54" RISER 3" ORIFICE TOTAL
ELEVATION STAGE ORIFICE ORIFICE WEIR ORIFICE 1 RISER
(FT) (CFS) (CFS) (CFS) (CFS) (CFS)
212 0 0.0 0
213 1 34.0 0
214 2 48.1 0.17 0.17
215 3 59.0 0.29 0.29
216 4 68.1 0.37 0.37
217 5 76.1 0.44 0.44
218 6 83.4 0.50 0.50
219 7 90.1 0.55 0.55
220 8 96.3 0.60 0.60
221 9 102.1 0.65 0.65
221.25 9.25 103.5 0.66 0.66
222 10 107.6 66.3 30.56 0.69 31.25
223 11 112.9 101.3 108.93 0.73 102.00
224 12 117.9 127.0 214.58 0.76 117.92
225 13 122.7 148.3 341.69 0.80 123

Storm Routing - 25 year- 24 hr event:
Time Inflow Storage Stage Elevation Outflow
(min) (cfs) (cf) (ft) (cfs)
0 0.0 0 0 0
10 2.8 0 0 0
20 11.0 6600.78 0.00 212.00 0.00
30 23.6 20776.56 0.78 212.78 0.00
40 39.3 44369.16 1.79 213.79 0.00
50 56.4 78189.78 2.87 214.87 0.27
60 72.9 121766.24 3.86 215.86 0.36
70 87.1 173816.06 5.09 217.09 0.45
80 97.4 232013.83 6.25 218.25 0.51
90 102.8 293365.17 7.31 219.31 0.57
94 102.5 317828.27 7.69 219.69 0.59
100 96.7 352417.31 8.20 220.20 0.61
110 85.9 403598.69 8.90 220.90 0.64
120 75.0 448203.10 9.44 221.44 10.07
130 65.3 481365.30 9.84 221.84 25.23
140 56.9 500393.25 10.06 222.06 35.66
150 49.6 508770.13 10.15 222.15 41.97
Max. water elevation
170 37.7 506617.20 10.13 222.13 40.35
180 32.8 502111.91 10.08 222.08 36.96
190 28.6 497109.60 10.03 222.03 33.19
200 24.9 492160.51 9.97 221.97 30.16
210 21.7 487102.45 9.91 221.91 27.85
220 18.9 481755.16 9.85 221.85 25.41
230 16.5 476413.45 9.78 221.78 22.97
240 14.4 471263.58 9.72 221.72 20.61
250 12.5 466416.59 9.66 221.66 18.40
260 10.9 461932.03 9.61 221.61 16.35
270 9.5 457834.79 9.56 221.56 14.48
280 8.3 454126.96 9.51 221.51 12.78
290 7.2 450796.13 9.47 221.47 11.26
300 6.3 447821.16 9.44 221.44 9.90
310 5.5 445176.14 9.41 221.41 8.69
320 4.8 442833.04 9.38 221.38 7.62
330 4.2 440763.51 9.35 221.35 6.67
340 3.6 438939.94 9.33 221.33 5.84
350 3.2 437336.24 9.31 221.31 5.11
360 2.8 435928.12 9.30 221.30 4.46
370 2.4 434693.34 9.28 221.28 3.90
380 2.1 433611.73 9.27 221.27 3.40
390 1.8 432665.11 9.26 221.26 2.97
400 1.6 431837.26 9.25 221.25 2.59
410 1.4 431113.69 9.24 221.24 2.61
420 1.2 430275.51 9.23 221.23 2.52
430 1.1 429393.73 9.22 221.22 2.44
440 0.9 428482.92 9.21 221.21 2.35
450 0.8 427555.23 9.20 221.20 2.25
460 0.7 426620.76 9.18 221.18 2.16
470 0.6 425687.85 9.17 221.17 2.07
480 0.5 424763.30 9.16 221.16 1.98
490 0.5 423852.66 9.15 221.15 1.89
500 0.4 422960.34 9.14 221.14 1.80
510 0.4 422089.84 9.13 221.13 1.72

520 0.3 421243.84 9.12 221.12 1.63
530 0.3 420424.37 9.11 221.11 1.55
540 0.2 419632.89 9.10 221.10 1.47
550 0.2 418870.38 9.09 221.09 1.40
560 0.2 418137.41 9.08 221.08 1.33
570 0.2 417434.25 9.07 221.07 1.26
580 0.1 416760.88 9.07 221.07 1.19
590 0.1 416117.06 9.06 221.06 1.13
600 0.1 415502.35 9.05 221.05 1.07
610 0.1 414916.20 9.04 221.04 1.01
620 0.1 414357.92 9.04 221.04 0.95
630 0.1 413826.73 9.03 221.03 0.90
640 0.1 413321.80 9.02 221.02 0.85
650 0.1 412842.25 9.02 221.02 0.80
660 0.0 412387.14 9.01 221.01 0.76
670 0.0 411955.54 9.01 221.01 0.72
680 0.0 411546.49 9.00 221.00 0.68
690 0.0 411159.06 9.00 221.00 0.64
700 0.0 410792.28 8.99 220.99 0.65
710 0.0 410404.77 8.99 220.99 0.65
720 0.0 410017.40 8.98 220.98 0.65
730 0.0 409630.17 8.98 220.98 0.65
740 0.0 409243.09 8.97 220.97 0.64
750 0.0 408856.14 8.97 220.97 0.64
760 0.0 408469.33 8.96 220.96 0.64
770 0.0 408082.67 8.96 220.96 0.64
780 0.0 407696.15 8.95 220.95 0.64
790 0.0 407309.77 8.95 220.95 0.64
800 0.0 406923.52 8.94 220.94 0.64
810 0.0 406537.42 8.94 220.94 0.64
820 0.0 406151.46 8.93 220.93 0.64
830 0.0 405765.65 8.93 220.93 0.64
840 0.0 405379.97 8.92 220.92 0.64
850 0.0 404994.43 8.91 220.91 0.64
860 0.0 404609.03 8.91 220.91 0.64
870 0.0 404223.78 8.90 220.90 0.64
880 0.0 403838.66 8.90 220.90 0.64
890 0.0 403453.69 8.89 220.89 0.64
900 0.0 403068.85 8.89 220.89 0.64
910 0.0 402684.16 8.88 220.88 0.64
920 0.0 402299.60 8.88 220.88 0.64
930 0.0 401915.19 8.87 220.87 0.64
940 0.0 401530.92 8.87 220.87 0.64
950 0.0 401146.78 8.86 220.86 0.64
960 0.0 400762.79 8.86 220.86 0.64
970 0.0 400378.93 8.85 220.85 0.64
980 0.0 399995.22 8.85 220.85 0.64
990 0.0 399611.65 8.84 220.84 0.64
1000 0.0 399228.21 8.84 220.84 0.64
1010 0.0 398844.92 8.83 220.83 0.64
1020 0.0 398461.77 8.83 220.83 0.64
1030 0.0 398078.75 8.82 220.82 0.64
1040 0.0 397695.88 8.82 220.82 0.64
1050 0.0 397313.14 8.81 220.81 0.64
1060 0.0 396930.55 8.80 220.80 0.64
1070 0.0 396548.09 8.80 220.80 0.64
1080 0.0 396165.77 8.79 220.79 0.64
1090 0.0 395783.60 8.79 220.79 0.64
1100 0.0 395401.56 8.78 220.78 0.64
1110 0.0 395019.66 8.78 220.78 0.64
1120 0.0 394637.90 8.77 220.77 0.64
1130 0.0 394256.28 8.77 220.77 0.64
1140 0.0 393874.80 8.76 220.76 0.64
1150 0.0 393493.46 8.76.- 220.76 0.64
1160 0.0 393112.26 8.75 220.75 0.64
1170 0.0 392731.19 8.75 220.75 0.63
1180 0.0 392350.27 8.74 220.74 0.63
1190 0.0 391969.48 8.74 220.74 0.63
1200 0.0 391588.84 8.73 220.73 0.63
1210 0.0 391208.33 8.73 220.73 0.63

1220 0.0 390827.96 8.72 220.72 0.63
1230 0.0 390447.73 8.72 220.72 0.63
1240 0.0 390067.64 8.71 220.71 0.63
1250 0.0 389687.68 8.71 220.71 0.63
1260 0.0 389307.87 8.70 220.70 0.63
1270 0.0 388928.19 8.70 220.70 0.63
1280 0.0 388548.66 8.69 220.69 0.63
1290 0.0 388169.26 8.69 220.69 0.63
1300 0.0 387790.00 8.68 220.68 0.63
1310 0.0 387410.87 8.68 220.68 0.63
1320 0.0 387031.89 8.67 220.67 0.63
1330 0.0 386653.04 8.66 220.66 0.63
1340 0.0 386274.34 8.66 220.66 0.63
1350 0.0 385895.77 8.65 220.65 0.63
1360 0.0 .385517.33 8.65 220.65 0.63
1370 0.0 385139.04 8.64 220.64 0.63
1380 0.0 384760.88 8.64 220.64 0.63
1390 0.0 384382.87 8.63 220.63 0.63
1400 0.0 384004.99 8.63 220.63 0.63
1410 0.0 383627.24 8.62 220.62 0.63
1420 0.0 383249.64 8.62 220.62 0.63
1430 0.0 382872.17 8.61 220.61 0.63
1440 0.0 382494.84 8.61 220.61 0.63
1450 0.0 382117.65 8.60 220.60 0.63
1460 0.0 381740.60 8.60 220.60 0.63
1470 0.0 381363.68 8.59 220.59 0.63
1480 0.0 380986.90 8.59 220.59 0.63
1490 0.0 380610.26 8.58 220.58 0.63
1500 0.0 380233.76 8.58 220.58 0.63
1510 0.0 379857.39 8.57 220.57 0.63
1520 0.0 379481.16 8.57 220.57 0.63
1530 0.0 379105.07 8.56 220.56 0.63
1540 0.0 378729.11 8.56 220.56 0.63
1550 0.0 378353.30 8.55 220.55 0.63
1560 0.0 377977.61 8.55 220.55 0.63
1570 0.0 377602.07 8.54 220.54 0.63
1580 0.0 377226.66 8.54 220.54 0.63
1590 0.0 376851.39 8.53 220.53 0.63
1600 0.0 376476.26 8.53 220.53 0.62
1610 0.0 376101.26 8.52 220.52 0.62
1620 0.0 375726.40 8.52 220.52 0.62
1630 0.0 375351.68 8.51 220.51 0.62
1640 0.0 374977.09 8.51 220.51 0.62
1650 0.0 374602.64 8.50 220.50 0.62
1660 0.0 374228.33 8.50 220.50 0.62
1670 0.0 373854.15 8.49 220.49 0.62
1680 0.0 373480.11 8.49 220.49 0.62
1690 0.0 373106.21 8.48 220.48 0.62
1700 0.0 372732.44 8.48 220.48 0.62
1710 0.0 372358.81 8.47 220.47 0.62
1720 0.0 371985.32 8.47 220.47 0.62
1730 0.0 371611.96 8.46 220.46 0.62
1740 0.0 371238.73 8.45 220.45 0.62
1750 0.0 370865.65 8.45 220.45 0.62
1760 0.0 370492.70 8.44 220.44 0.62
1770 0.0 370119.88 8.44 220.44 0.62
1780 0.0 369747.20 8.43 220.43 0.62
1790 0.0 369374.66 8.43 220.43 0.62
1800 0.0 369002.25 8.42 220.42 0.62
1810 0.0 368629.98 8.42 220.42 0.62
1820 0.0 368257.85 8.41 220.41 0.62
1830 0.0 367885.85 8.41 220.41 0.62
1840 0.0 367513.99 8.40 220.40 0.62
1850 0.0 367142.26 8.40 220.40 0.62
1860 0.0 366770.66 8.39 220.39 0.62
1870 0.0 366399.21 8.39 220.39 0.62
1880 0.0 366027.89 8.38 220.38 0.62
1890 0.0 365656.70 8.38 220.38 0.62
1900 0.0 365285.65 8.37 220.37 0.62
1910 0.0 364914.73 8.37 220.37 0.62

1920 0.0 364543.95 8.36 220.36 0.62
1930 0.0 364173.31 8.36 220.36 0.62
1940 0.0 363802.80 8.35 220.35 0.62
1950 0.0 363432.42 8.35 220.35 0.62
1960 0.0 363062.18 8.34 220.34 0.62
1970 0.0 362692.08 8.34 220.34 0.62
1980 0.0 362322.11 8.33 220.33 0.62
1990 0.0 361952.27 8.33 220.33 0.62
2000 0.0 361582.57 8.32 220.32 0.62
2010 0.0 361213.01 8.32 220.32 0.62
2020 0.0 360843.58 8.31 220.31 0.62
2030 0.0 360474.28 8.31 220.31 0.62
2040 0.0 360105.12 8.30 220.30 0.62
2050 0.0 359736.10 8.30 220.30 0.61
2060 0.0 359367.20 8.29 220.29 0.61
2070 0.0 358998.45 8.29 220.29 0.61
2080 0.0 358629.83 8.28 220.28 0.61
2090 0.0 358261.34 8.28 220.28 0.61
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6810 0.0 201932.30 5.67 217.67 0.48

6820 0.0 201643.69 5.66 217.66 0.48
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6980 0.0 197054.61 5.57 217.57 0.48
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7020 0.0 195915.71 5.55 217.55 0.47
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7080 0.0 194213.61 5.51 217.51 0.47
7090 0.0 193930.65 5.51 217.51 0.47
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7110 0.0 193365.35 5.49 217.49 0.47
7120 0.0 193083.01 5.49 217.49 0.47
7130 0.0 192800.88 5.48 217.48 0.47
7140 0.0 192518.96 5.48 217.48 0.47
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7160 0.0 191955.72 5.46 217.46 0.47
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7180 0.0 191393.32 5.45 217.45 0.47
7190 0.0 191112.42 5.45 217.45 0.47
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7210 0.0 190551.25 5.44 217.44 0.47
7220 0.0 190270.97 5.43 217.43 0.47
7230 0.0 189990.89 5.42 217.42 0.47
7240 0.0 189711.02 5.42 217.42 0.47
7250 0.0 189431.36 5.41 217.41 0.47
7260 0.0 189151.90 5.41 217.41 0.47
7270 0.0 188872.64 5.40 217.40 0.47
7280 0.0 188593.59 5.40 217.40 0.46
7290 0.0 188314.74 5.39 217.39 0.46
7300 0.0 188036.10 5.38 217.38 0.46
7310 0.0 187757.66 5.38 217.38 0.46
7320 0.0 187479.43 5.37 217.37 0.46
7330 0.0 187201.39 5.37 217.37 0.46
7340 0.0 186923.57 5.36 217.36 0.46
7350 0.0 186645.94 5.35 217.35 0.46
7360 0.0 186368.52 5.35 217.35 0.46
7370 0.0 186091.30 5.34 217.34 0.46
7380 0.0 185814.28 5.34 217.34 0.46
7390 0.0 185537.47 5.33 217.33 0.46
7400 0.0 185260.86 5.33 217.33 0.46
7410 0.0 184984.45 5.32 217.32 0.46
7420 0.0 184708.24 5.31 217.31 0.46
7430 0.0 184432.24 5.31 217.31 0.46
7440 0.0 184156.43 5.30 217.30 0.46
7450 0.0 183880.83 5.30 217.30 0.46
7460 0.0 183605.43 5.29 217.29 0.46
7470 0.0 183330.24 5.29 217.29 0.46
7480 0.0 183055.24 5.28 217.28 0.46
7490 0.0 182780.44 5.28 217.28 0.46
7500 0.0 182505.85 5.27 217.27 0.46
7510 0.0 182231.46 5.26 217.26 0.46

7520 0.0 181957.26 5.26 217.26 0.46
7530 0.0 181683.27 5.25 217.25 0.46
7540 0.0 181409.48 5.25 217.25 0.46
7550 0.0 181135.89 5.24 217.24 0.46
7560 0.0 180862.50 5.24 217.24 0.46
7570 0.0 180589.31 5.23 217.23 0.45
7580 0.0 180316.32 5.22 217.22 0.45
7590 0.0 180043.52 5.22 217.22 0.45
7600 0.0 179770.93 5.21 217.21 0.45
7610 0.0 179498.54 5.21 217.21 0.45
7620 0.0 179226.35 5.20 217.20 0.45
7630 0.0 178954.35 5.20 217.20 0.45
7640 0.0 178682.56 5.19 217.19 0.45
7650 0.0 178410.96 5.19 217.19 0.45
7660 0.0 178139.56 5.18 217.18 0.45
7670 0.0 177868.36 5.17 217.17 0.45
7680 0.0 177597.36 5.17 217.17 0.45
7690 0.0 177326.56 5.16 217.16 0.45
7700 0.0 177055.96 5.16 217.16 0.45
7710 0.0 176785.55 5.15 217.15 0.45
7720 0.0 176515.34 5.15 217.15 0.45
7730 0.0 176245.33 5.14 217.14 0.45
7740 0.0 175975.52 5.13 217.13 0.45
7750 0.0 175705.90 5.13 217.13 0.45
7760 0.0 175436.48 5.12 217.12 0.45
7770 0.0 175167.26 5.12 217.12 0.45
7780 0.0 174898.24 5.11 217.11 0.45
7790 0.0 174629.41 5.11 217.11 0.45
7800 0.0 174360.78 5.10 217.10 0.45
7810 0.0 174092.34 5.10 217.10 0.45
7820 0.0 173824.11 5.09 217.09 0.45
7830 0.0 173556.06 5.08 217.08 0.45
7840 0.0 173288.22 5.08 217.08 0.45
7850 0.0 173020.57 5.07 217.07 0.45
7860 0.0 172753.11 5.07 217.07 0.45
7870 0.0 172485.86 5.06 217.06 0.45
7880 0.0 172218.79 5.06 217.06 0.44
7890 0.0 171951.92 5.05 217.05 0.44
7900 0.0 171685.25 5.05 217.05 0.44
7910 0.0 171418.78 5.04 217.04 0.44
7920 0.0 171152.49 5.04 217.04 0.44
7930 0.0 170886.41 5.03 217.03 0.44
7940 0.0 170620.51 5.02 217.02 0.44
7950 0.0 170354.82 5.02 217.02 0.44
7960 0.0 170089.31 5.01 217.01 0.44
7970 0.0 169824.00 5.01 217.01 0.44
7980 0.0 169558.89 5.00 217.00 0.44
7990 0.0 169293.96 5.00 217.00 0.44
8000 0.0 169029.24 4.99 216.99 0.44
8010 0.0 168764.80 4.98 216.98 0.44
8020 0.0 168500.62 4.98 216.98 0.44
8030 0.0 168236.69 4.97 216.97 0.44
8040 0.0 167973.02 4.97 216.97 0.44
8050 0.0 167709.60 4.96 216.96 0.44
8060 0.0 167446.44 4.95 216.95 0.44
8070 0.0 167183.53 4.95 216.95 0.44
8080 0.0 166920.87 4.94 216.94 0.44
8090 0.0 166658.47 4.93 216.93 0.44
8100 0.0 166396.32 4.93 216.93 0.44
8110 0.0 166134.43 4.92 216.92 0.44
8120 0.0 165872.79 4.92 216.92 0.44
8130 0.0 165611.40 4.91 216.91 0.44
8140 0.0 165350.26 4.90 216.90 0.43
8150 0.0 165089.38 4.90 216.90 0.43
8160 0.0 164828.74 4.89 216.89 0.43
8170 0.0 164568.36 4.89 216.89 0.43
8180 0.0 164308.23 4.88 216.88 0.43
8190 0.0 164048.35 4.87 216.87 0.43
8200 0.0 163788.73 4.87 216.87 0.43
8210 0.0 163529.35 4.86 216.86 0.43

8220 0.0 163270.22 4.85 216.85 0.43
8230 0.0 163011.35 4.85 216.85 0.43
8240 0.0 162752.72 4.84 216.84 0.43
8250 0.0 162494.35 4.84 216.84 0.43
8260 0.0 162236.22 4.83 216.83 0.43
8270 0.0 161978.34 4.82 216.82 0.43
8280 0.0 161720.72 4.82 216.82 0.43
8290 0.0 161463.34 4.81 216.81 0.43
8300 0.0 161206.21 4.81 216.81 0.43
8310 0.0 160949.32 4.80 216.80 0.43
8320 0.0 160692.69 4.79 216.79 0.43
8330 0.0 160436.30 4.79 216.79 0.43
8340 0.0 160180.16 4.78 216.78 0.43
8350 0.0 159924.27 4.78 216.78 0.43
8360 0.0 159668.63 4.77 216.77 0.43
8370 0.0 159413.23 4.76 216.76 0.43
8380 0.0 159158.08 4.76 216.76 0.42
8390 0.0 158903.18 4.75 216.75 0.42
8400 0.0 158648.52 4.75 216.75 0.42
8410 0.0 158394.11 4.74 216.74 0.42
8420 0.0 158139.94 4.73 216.73 0.42
8430 0.0 157886.02 4.73 216.73 0.42
8440 0.0 157632.34 4.72 216.72 0.42
8450 0.0 157378.91 4.72 216.72 0.42
8460 0.0 157125.73 4.71 216.71 0.42
8470 0.0 156872.78 4.70 216.70 0.42
8480 0.0 156620.09 4.70 216.70 0.42
8490 0.0 156367.63 4.69 216.69 0.42
8500 0.0 156115.42 4.69 216.69 0.42
8510 0.0 155863.46 4.68 216.68 0.42
8520 0.0 155611.74 4.67 216.67 0.42
8530 0.0 155360.26 4.67 216.67 0.42
8540 0.0 155109.02 4.66 216.66 0.42
8550 0.0 154858.03 4.66 216.66 0.42
8560 0.0 154607.27 4.65 216.65 0.42
8570 0.0 154356.77 4.64 216.64 0.42
8580 0.0 154106.50 4.64 216.64 0.42
8590 0.0 153856.47 4.63 216.63 0.42
8600 0.0 153606.69 4.63 216.63 0.42
8610 0.0 153357.15 4.62 216.62 0.42
8620 0.0 153107.84 4.62 216.62 0.42
8630 0.0 152858.78 4.61 216.61 0.41
8640 0.0 152609.96 4.60 216.60 0.41
8650 0.0 152361.38 4.60 216.60 0.41
8660 0.0 152113.04 4.59 216.59 0.41
8670 0.0 151864.94 4.59 216.59 0.41
8680 0.0 151617.08 4.58 216.58 0.41
8690 0.0 151369.46 4.57 216.57 0.41
8700 0.0 151122.08 4.57 216.57 0.41
8710 0.0 150874.93 4.56 216.56 0.41
8720 0.0 150628.03 4.56 216.56 0.41
8730 0.0 150381.36 4.55 216.55 0.41
8740 0.0 150134.93 4.55 216.55 0.41
8750 0.0 149888.74 4.54 216.54 0.41
8760 0.0 149642.79 4.53 216.53 0.41
8770 0.0 149397.08 4.53 216.53 0.41
8780 0.0 149151.60 4.52 216.52 0.41
8790 0.0 148906.36 4.52 216.52 0.41
8800 0.0 148661.36 4.51 216.51 0.41
8810 0.0 148416.59 4.50 216.50 0.41
8820 0.0 148172.06 4.50 216.50 0.41
8830 0.0 147927.76 4.49 216.49 0.41
8840 0.0 147683.71 4.49 216.49 0.41
8850 0.0 147439.88 4.48 216.48 0.41
8860 0.0 147196.30 4.48 216.48 0.41
8870 0.0 146952.94 4.47 216.47 0.41
8880 0.0 146709.83 4.46 216.46 0.40
8890 0.0 146466.95 4.46 216.46 0.40
8900 0.0 146224.30 4.45 216.45 0.40
8910 0.0 145981.88 4.45 216.45 0.40

8920 0.0 145739.71 4.44 216.44 0.40
8930 0.0 145497.76 4.44 216.44 0.40
8940 0.0 145256.05 4.43 216.43 0.40
8950 0.0 145014.57 4.42 216.42 0.40
8960 0.0 144773.33 4.42 216.42 0.40
8970 0.0 144532.31 4.41 216.41 0.40
8980 0.0 144291.54 4.41 216.41 0.40
8990 0.0 144050.99 4.40 216.40 0.40
9000 0.0 143810.67 4.40 216.40 0.40
9010 0.0 143570.59 4.39 216.39 0.40
9020 0.0 143330.74 4.39 216.39 0.40
9030 0.0 143091.12 4.38 216.38 0.40
9040 0.0 142851.74 4.37 216.37 0.40
9050 0.0 142612.58 4.37 216.37 0.40
9060 0.0 142373.65 4.36 216.36 0.40
9070 0.0 142134.96 4.36 216.36 0.40
9080 0.0 141896.50 4.35 216.35 0.40
9090 0.0 141658.26 4.35 216.35 0.40
9100 0.0 141420.26 4.34 216.34 0.40
9110 0.0 141182.49 4.33 216.33 0.40
9120 0.0 140944.94 4.33 216.33 0.40
9130 0.0 140707.63 4.32 216.32 0.40
9140 0.0 140470.54 4.32 216.32 0.39
9150 0.0 140233.69 4.31 216.31 0.39
9160 0.0 139997.06 4.31 216.31 0.39
9170 0.0 139760.66 4.30 216.30 0.39
9180 0.0 139524.49 4.30 216.30 0.39
9190 0.0 139288.55 4.29 216.29 0.39
9200 0.0 139052.83 4.28 216.28 0.39
9210 0.0 138817.34 4.28 216.28 0.39
9220 0.0 138582.08 4.27 216.27 0.39
9230 0.0 138347.05 4.27 216.27 0.39
9240 0.0 138112.25 4.26 216.26 0.39
9250 0.0 137877.67 4.26 216.26 0.39
9260 0.0 137643.32 4.25 216.25 0.39
9270 0.0 137409.19 4.25 216.25 0.39
9280 0.0 137175.29 4.24 216.24 0.39
9290 0.0 136941.62 4.23 216.23 0.39
9300 0.0 136708.17 4.23 216.23 0.39
9310 0.0 136474.95 4.22 216.22 0.39
9320 0.0 136241.95 4.22 216.22 0.39
9330 0.0 136009.18 4.21 216.21 0.39
9340 0.0 135776.63 4.21 216.21 0.39
9350 0.0 135544.30 4.20 216.20 0.39
9360 0.0 135312.21 4.20 216.20 0.39
9370 0.0 135080.33 4.19 216.19 0.39
9380 0.0 134848.68 4.19 216.19 0.39
9390 0.0 134617.25 4.18 216.18 0.39
9400 0.0 134386.05 4.17 216.17 0.38
9410 0.0 134155.07 4.17 216.17 0.38
9420 0.0 133924.31 4.16 216.16 0.38
9430 0.0 133693.78 4.16 216.16 0.38
9440 0.0 133463.47 4.15 216.15 0.38
9450 0.0 133233.38 4.15 216.15 0.38
9460 0.0 133003.51 4.14 216.14 0.38
9470 0.0 132773.87 4.14 216.14 0.38
9480 0.0 132544.44 4.13 216.13 0.38
9490 0.0 132315.24 4.13 216.13 0.38
9500 0.0 132086.26 4.12 216.12 0.38
9510 0.0 131857.50 4.11 216.11 0.38
9520 0.0 131628.97 4.11 216.11 0.38
9530 0.0 131400.65 4.10 216.10 0.38
9540 0.0 131172.55 4.10 216.10 0.38
9550 0.0 130944.67 4.09 216.09 0.38
9560 0.0 130717.02 4.09 216.09 0.38
9570 0.0 130489.58 4.08 216.08 0.38
9580 0.0 130262.36 4.08 216.08 0.38
9590 0.0 130035.37 4.07 216.07 0.38
9600 0.0 129808.59 4.07 216.07 0.38
9610 0.0 129582.03 4.06 216.06 0.38

9620 0.0 129355.69 4.06 216.06 0.38
9630 0.0 129129.57 4.05 216.05 0.38
9640 0.0 128903.66 4.05 216.05 0.38
9650 0.0 128677.98 4.04 216.04 0.38
9660 0.0 128452.51 4.03 216.03 0.38
9670 0.0 128227.26 4.03 216.03 0.38
9680 0.0 128002.23 4.02 216.02 0.37
9690 0.0 127777.41 4.02 216.02 0.37
9700 0.0 127552.82 4.01 216.01 0.37
9710 0.0 127328.44 4.01 216.01 0.37
9720 0.0 127104.27 4.00 216.00 0.37
9730 0.0 126880.33 4.00 216.00 0.37
9740 0.0 126656.59 3.99 215.99 0.37
9750 0.0 126433.20 3.99 215.99 0.37
9760 0.0 126210.11 3.98 215.98 0.37
9770 0.0 125987.32 3.97 215.97 0.37
9780 0.0 125764.83 3.97 215.97 0.37
9790 0.0 125542.64 3.96 215.96 0.37
9800 0.0 125320.75 3.96 215.96 0.37
9810 0.0 125099.16 3.95 215.95 0.37
9820 0.0 124877.87 3.94 215.94 0.37
9830 0.0 124656.88 3.94 215.94 0.37
9840 0.0 124436.18 3.93 215.93 0.37
9850 0.0 124215.79 3.93 215.93 0.37
9860 0.0 123995.69 3.92 215.92 0.37
9870 0.0 123775.88 3.91 215.91 0.37
9880 0.0 123556.38 3.91 215.91 0.37
9890 0.0 123337.17 3.90 215.90 0.36
9900 0.0 123118.25 3.90 215.90 0.36
9910 0.0 122899.63 3.89 215.89 0.36
9920 0.0 122681.30 3.89 215.89 0.36
9930 0.0 122463.27 3.88 215.88 0.36
9940 0.0 122245.54 3.87 215.87 0.36
9950 0.0 122028.09 3.87 215.87 0.36
9960 0.0 121810.94 3.86 215.86 0.36
9970 0.0 121594.09 3.86 215.86 0.36
9980 0.0 121377.52 3.85 215.85 0.36
9990 0.0 121161.25 3.84 215.84 0.36
10000 0.0 120945.27 3.84 215.84 0.36
10010 0.0 120729.58 3.83 215.83 0.36
10020 0.0 120514.18 3.83 215.83 0.36
10030 0.0 120299.07 3.82 215.82 0.36
10040 0.0 120084.25 3.82 215.82 0.36
10050 0.0 119869.72 3.81 215.81 0.36
10060 0.0 119655.48 3.80 215.80 0.36
10070 . M 0.0 119441.53 3.80 215.80 0.36
10090 0.0 119014.50 3.79 215.79 0.36
10100 0.0 118801.41 3.78 215.78 0.35
10110 0.0 118588.61 3.78 215.78 0.35
10120 0.0 118376.10 3.77 215.77 0.35
10130 0.0 118163.88 3.76 215.76 0.35
10140 0.0 117951.94 3.76 215.76 0.35
10150 0.0 117740.28 3.75 215.75 0.35
10160 0.0 117528.92 3.75 215.75 0.35
10170 0.0 117317.83 3.74 215.74 0.35
10180 0.0 117107.03 3.74 215.74 0.35
10190 0.0 116896.52 3.73 215.73 0.35
10200 0.0 116686.29 3.72 215.72 0.35
10210 0.0 116476.34 3.72 215.72 0.35
10220 0.0 116266.68 3.71 215.71 0.35
10230 0.0 116057.30 3.71 215.71 0.35
10240 0.0 115848.20 3.70 215.70 0.35
10250 0.0 115639.39 3.70 215.70 0.35
10260 0.0 115430.85 3.69 215.69 0.35
10270 0.0 115222.60 3.69 215.69 0.35
10280 0.0 115014.62 3.68 215.68 0.35
10290 0.0 114806.93 3.67 215.67 0.35
10300 0.0 114599.52 3.67 215.67 0.35

10310 0.0 114392.39 3.66 215.66 0.34
10320 0.0 114185.53 3.66 215.66 0.34
10330 0.0 113978.96 3.65 215.65 0.34
10340 0.0 113772.67 3.65 215.65 0.34
10350 0.0 113566.65 3.64 215.64 0.34
10360 0.0 113360.91 3.64 215.64 0.34
10370 0.0 113155.45 3.63 215.63 0.34
10380 0.0 112950.26 3.63 215.63 0.34
10390 0.0 112745.35 3.62 215.62 0.34
10400 0.0 112540.72 3.61 215.61 0.34
10410 0.0 112336.36 3.61 215.61 0.34
10420 0.0 112132.28 3.60 215.60 0.34
10430 0.0 111928.48 3.60 215.60 0.34
10440 0.0 111724.95 3.59 215.59 0.34
10450 0.0 111521.69 3.59 215.59 0.34
10460 0.0 111318.71 3.58 215.58 0.34
10470 0.0 111116.00 3.58 215.58 0.34
10480 0.0 110913.57 3.57 215.57 0.34
10490 0.0 110711.41 3.57 215.57 0.34
10500 0.0 110509.52 3.56 215.56 0.34
10510 0.0 110307.90 3.55 215.55 0.34
10520 0.0 110106.56 3.55 215.55 0.34
10530 0.0 109905.48 3.54 215.54 0.33
10540 0.0 109704.68 3.54 215.54 0.33
10550 0.0 109504.15 3.53 215.53 0.33
10560 0.0 109303.89 3.53 215.53 0.33
10570 0.0 109103.90 3.52 215.52 0.33
10580 0.0 108904.17 3.52 215.52 0.33
10590 0.0 108704.72 3.51 215.51 0.33
10600 0.0 108505.54 3.51 215.51 0.33
10610 0.0 108306.62 3.50 215.50 0.33
10620 0.0 108107.98 3.50 215.50 0.33
10630 0.0 107909.60 3.49 215.49 0.33
10640 0.0 107711.49 3.48 215.48 0.33
10650 0.0 107513.65 3.48 215.48 0.33
10660 0.0 107316.07 3.47 215.47 0.33
10670 0.0 107118.76 3.47 215.47 0.33
10680 0.0 106921.71 3.46 215.46 0.33
10690 0.0 106724.94 3.46 215.46 0.33
10700 0.0 106528.42 3.45 215.45 0.33
10710 0.0 106332.17 3.45 215.45 0.33
10720 0.0 106136.19 3.44 215.44 0.33
10730 0.0 105940.47 3.44 215.44 0.33
10740 0.0 105745.02 3.43 215.43 0.33
10750 0.0 105549.82 3.43 215.43 0.32
10760 0.0 105354.89 3.42 215.42 0.32
10770 0.0 105160.23 3.42 215.42 0.32
10780 0.0 104965.83 3.41 215.41 0.32
10790 0.0 104771.68 3.41 215.41 0.32
10800 0.0 104577.81 3.40 215.40 0.32
10810 0.0 104384.19 3.40 215.40 0.32
10820 0.0 104190.83 3.39 215.39 0.32
10830 0.0 103997.74 3.39 215.39 0.32
10840 0.0 103804.90 3.38 215.38 0.32
10850 0.0 103612.32 3.38 215.38 0.32
10860 0.0 103420.01 3.37 215.37 0.32
10870 0.0 103227.95 3.37 215.37 0.32
10880 0.0 103036.15 3.36 215.36 0.32
10890 0.0 102844.62 3.35 215.35 0.32
10900 0.0 102653.33 3.35 215.35 0.32
10910 0.0 102462.31 3.34 215.34 0.32
10920 0.0 102271.55 3.34 215.34 0.32
10930 0.0 102081.04 3.33 215.33 0.32
10940 0.0 101890.79 3.33 215.33 0.32
10950 0.0 101700.79 3.32 215.32 0.32
10960 0.0 101511.06 3.32 215.32 0.32
10970 0.0 101321.57 3.31 215.31 0.32

0
H (ft)
~~~
13~-~
a~
O
N
O
.~
cti
C
.O
Q
N
~--~
O
N
O
0
..
t
v~
.~
2
Note:
Use nomograph Tc for natural basins with well-defined channels, for overland
flow on bare earth, and for mowed-grass roadside channels.
For overland flow, grassed surfaces, multiply Tc by 2.
For overland flow, concrete or asphalt surfaces, multiply Tc by 0.4.
For concrete channels, multiply Tc by 0.2.
Figure 8.03a Time of concentration of small drainage basins.
min)
200
100
50
10
5
1
8.03.4

n
Table 8.03b
Runoff Curve Numbers (CN)
Hydrologic Soil Group
A B C D
Land Use/Cover
Cultivated land
without conservation 72 81 88 91
with conservation 62 71 78 81
Pasture land
poor condition 68 79 86 89
fair condition 49 69 79 84
good condition 39 61 74 80
Meadow
good condition 30 58 71 78
Wood or forest land
Thin stand -poor cover, no mulch 45 66 77
Good stand -good cover 25 55 70 77
Open spaces, lawns, parks, golf courses, cemeteries, etc.
good condition:
grass cover on 75%
or more of the area 39 61 74 80
fair condition:
grass cover on 50
to 75% of the area 49 69 79 84
Commercial and business
areas (85% impervious) 89 92 94 95
Industrial districts
(72% impervious) 81 88 91 93
Residential: Development completed and vegetation established
Average lot size Average % Impervious
1 /8 acre or less 65 77 85 90 92
1 /4 acre 38 61 75 83 87
1 /3 acre 30 57 72 81 86
1 /2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
2 acre 15 47 66 Z $~
Paved parking lots, roofs,
driveways, etc. 98 98 98 98
Streets and roads
paved with curbs and
storm sewers 98 98 98 98
gravel 76 85 89 91
dirt 72 82 87 89
Newly graded area 81 89 93 95
Residential: Development underway and no vegetation
Lot sizes of 1/4 acre 88 93 95 97
Lot sizes of 1/2 acre 85 91 94 96
Lot sizes of 1 acre 82 90 93 95
Lot sizes of 2 acres 81 89 92 94
Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA-SCS
~._
$.~3.1U Rev 11J93

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1980
1.26
v
a~
4-
v~
J
C
N
J
4J
i
i~
b
N
~4
a
a
w

Source: USDA-SCS
Plate 1.26k
III-81
PIPE LE~~GTH IN SATURATED ZONE

1980 1.2G

li

6 5 4 3 2 1 10
e
~e c.
,~ ,
e -
O1a~e 2 Collars 8 ~
Q1~e- 7.3' x 7.3' 4-

or

6 a~

3 Collars N
•~
5.9' x 5.9' 5 N
s_

~
~
' r
O
V
.e ~
N
4J
N
I
•
r
'~--~
Q

L

Collar Projection, V, fee*_

200

+~ -
a~
a~
~+-
,,~~o
N 150 ~o ay
~ J p. l
'~
~
i V
~
1~
o y
a~
rn L
~'
~ 100

~3

~ Z ~o

~ 50

Note: This procedure is
for a 10% increase in the
length of flow path.

NUf1BER OF ANTI-SEEP COLLARS REQUIRED
Source: USDA-SCS
Plate 1.261
III-82

FIGURE 6
S~Z~S ~~~i t~i~~~
Asti; ERO~i~fi1 COi~TR~~ ST~N~
- N.C_ Department of Transportation Specificatio^s -
nT r pSGP~~X
Cass Clays Class Class
;,~1 2 A
~:
.b i
_ _
Per.ce*.;~
`~ to 200 lbs. 25 to 250 lbs. 2" to 6" S" to ]5" S- ze Passi;~
h.
(15 to S" 90-]00
- 30b shall - 60X shall ~
300 ll:s.; ! ~" 30- 7i

neigh a minimum
weigh a minimum I
'
~'~" 10- :; `,
-_. of 60 lbs. each of 1'v0 lbs. each 3/y" 0- ~
- No more than - No more than -lOz
tolerance Or use
lOX shall SX shall .weigh top b No. 4 stone,
~ bottom i.e., 1~" to

weigh less
less than SO lbs. .
sizes
3/4"
than 15 lbs. ea. each. - No grada- -No grada-
tion Lion
•~ specified specified
~- Also, Class
2-b", matcr:~

*Notan NC-DOT Standard Specification
NORTH CAROLINA
AGGREGATES ASSOCIATION
P, O. BOX ]0603 • RALEIGH, NC 27622
PNONE 14 i9) 782.7055
Page 17

1
l
3
sI~
w
J 2
O
0
V
N
LL
2
F-
a
w
w
F- ~
Q
J
W
Ct SECTION
_ DESIGN DISCHARGE - O
~~ fED AREA AT BRINK OF CULVERT
d50 =THE MEDIAN SIZE OF ROCK
BY WEIGHT. ROUNDED ROCK
OR ANGULAR ROCK.
Ye =EQUIVALENT BRINK DEPTH
= BRINK DEPTH FOR BOX CULVERT
=1A/ i~2 FOR NON-RECTANGULAR
2 SECTIONS
1 ~ ~° 2 3
I
Vave
• ~:_'~-. -. ~_ FROUDE NUMBER =
a.
FIGURE ~11 RELATIVE DEPTH OF SCOUR HOLE VERSUS FROUDE NUMBER AT BRINK OF
CULVERT WITH RELATIVE SIZE OF RIPRAP AS A THIRD VARIABLE
Page 19

RIP RAP APRON ENERGY DISSIPATOR

PiFe Diameter (inl ~ _
~. 1zQ~ ~4 ~,.4 ~4
15 L = (it) 5 5 7.5 l0
w = (R) 4 5.5 5.5 6.5
' D = (ln) 9 9 % 24 24 24
S = (lass) A B~ B B B/1
18 L = (R) 6 9 9 12 12
W = (tt) 4.5 6 6 7.5 7.5
D = (ia) 9 24 24 24 24
S = (class) A B B B/1 B/1
21 L = ((t) 7 10.5 10.5 1 21
W = (tt) 5 7 7 8.5 12
D = (in) 9 24 24 24 24
~, S= (class) A B B B/1 1
2 L = (R) 12 12 16 20 2
W = (tt) 8 8 10 12 14
D = (!n) 24 24 24 24 24
S= (class) B B B/1 1 1
27 L = (R) 13.5 13.5 18 27 27
W=(R) 9.5 9.5 11.5 16 16
D = (in) 24 24 24 24 24
S= class B B B/1 1 1
30 L = (tt) 15 15 20 30 30
W = (R) 10 10 I2.5 17.5 17.5
D = (ln) 24 24 24 24 24
S= (class) B B B/1 1 1
33 L = (ft) 16.5 22 22 33
W = (tt) 11 13.5 13.5 19
D = (in) 24 24 24 24
" S = (class) B B/1 1

D = pa) 24 4 24 24
S = (class) B 1 i
2 L = (ft) 28 28 2
W = (ft) 17.5 17.5 24.5
D = (in) 24 24 24
S = (class) B/1 B/1 B/1
8 L = (ft) 32 0 48
W = (R) 20 24 28
D = (in) 24 24 24
S = (class) B/i B/1 1
5 L= (R) 3 5 5
W = (tt) 22.5 27 31.5
D = (in) 24 24 24
S = class B/1 1 1
0 L = (R) 40
~ 50
W = (R) 25 30
D = (In) 24 30
S = (class) 1 1/2
~ L = (ft) 55 66
W =(R) 33 38.5
D = (ln) 30 30
S = (class) 1/2 1/2
72 L = (B) 60 72
W = (tt) 36 42
D = ([n) 30 30
S = (ciass) 1/2 1/2
~ = ieagca of apron (t2) W =width of apron {ft} D = thickness of stone (in) S =class o[ stone
s Recommendations only -install as much of pad as space allows.
' Filter fabric should be used when soil conditions warrants.
VIII- 3 March, 1993