SW4210704_Design Calculations_20211210

EROSION CONTROL &
HYDRAULIC CALCULATIONS
FOR
DOLCETTO
DAVIDSON COUNTY, NC
PROJECT:
2019-091
MAY 2020
oQ`� CARD`
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JAMESTOWN ENGINEERING GROUP, INC.
117 EAST MAIN STREET P. 0. BOX 365
JAMESTOWN, NC 27282
[phone]
C - 0626

JAMESTOWN ENGINEERING GROUP, INC.
117 E. MAIN STREET
JAMESTOWN, NC 27282
DESIGN OF WATER QUALITY POND
1. GENERAL
A. DESIGN CRITERIA
DESIGN IS BASED UPON NCDEQ STORMWATER GUIDELINES
B. SITE INFORMATION
THE PROPOSED SITE IS NOT LOCATED WITHIN A DESIGNATED WATER SUPPLY WATERSHED
GENERAL SITE DATA IS LISTED BELOW:
SITE AREA
OFF -SITE AREA
TOTAL SITE AREA
OFF -SITE DRAINAGE AREA
SITE DRAINAGE AREA
DIVERTED AREA
DISTURBED AREA
# UNITS PROPOSED
DOLCETTO DRY POND #1
77.73
0.00
77.73
0.00
13
0.0
13.0
48
IMPERVIOUS AREA SF/UNIT
4000
UNITS
4.41
STREETS. DRIVEWAYS & SIDEWALK:
0.95
TOTAL
5.36
% BUILT UPON (FOR SITE DRAINAGE AREA)
41.21%
A DRY DETENTION POND IS TO BE USED
C. DRY POND INFORMATION/REQUIREMENTS
VOLUME REQUIREMENTS OF POND 1
41.2% IMPERVIOUS 1
Rv(0.05*I.0.9)
WQV - 3600'Rd`Rv`DA .42 x 1.0 x 13.00 x
1/2 TEMP SED STORAGE .0 x 13.00 x
TEMPORARY SEDIMENT TO BE REMOVED FROM POND PRIOR TO FINAL CERTIFICATION
D. METHOD OF ANALYSIS
INFLOW HYDROGRAPHS:
PEAK INFLOWS:
POND ROUTING:
IN/AC OF DRAINAGE AREA
0.42
3630 = 19863 CF
3630 = 0 CF
SMALL WATERSHED METHOD
RATIONAL METHOD
REGRESSION ANALYSIS FOR STAGE STORAGE RELATIONSHIP
G:12019X20190911drypond-rev-SW.xlsx Page 1

.1 PCND nl DESIGN
A. INFLOW HYDROGRAPHS
1.PRE-DEVELOPEMENT
OFF -SITE AREA 0.00 ACRES
(1 AC LOTS) C= 0.40
ON -SITE AREA 13.00 ACRES
(UNIMPROVED) C= 0A0
13.0 ACRES C. 0.40
TIME OF CONCENTRATION
HYDRAULIC PATH
VELOCITY LENGTH
TIME
SHEET FLOW
.5 fps 300 0
600 sec
CHANNEL FLOW
8.0 fps 1870 It
234 sec
PIPE FLOW
14.0 fps ft
sec
834 sec
Tc =
10.0 min
PEAK FLOW
Q = CIA
1(10) =
5.8 in/hr
1(1)=
3.7 in/hr
I(50) =
6.4 in/hr
INLET'A'
1(2) =
4.4 in/hr
ADDITIONAL FLOWS (CFS)
1(100) =
6.6 in/hr
PIPE IN FROI
AREA AROUND
18"
PRE-DEV
LIN ET'B
INLET'A'
BYPASS
FLOW TOTAL
0(10) =
30 CFS
24
3
22
79
Q(1)=
19 CFS
26
4
24
73
0(50) =
33 CFS
31
4
31
99
Q(2) =
23 CFS
18
2
13
56
0(100) =
34 CFS
33
5
35
107
2. POST-DEVELOPEMENT
OFF -SITE AREA
(1 AC LOTS)
0 ACRES
C=
0.40
ON -SITE AREA
41.21% IMPERVIOUS
IMPERVIOUS
5.36 ACRES
C=
1.00
LAWN
7.64 ACRES
0.40
SITE DRAINAGE AREA
13.00 ACRES
COMPOSITE
13.00 AVERAGE
C=
0.65
TIME OF CONCENTRATION
HYDRAULIC PATH
VELOCITY LENGTH
TIME
SHEET FLOW
.5 fps 250 ft
500 sec
CHANNEL FLOW
8.0 fps 1050 ft
131 sec
PIPE FLOW
14.0 fps 750 ft
54 sec
685 sec
Tc =
7.0 min
PEAK FLOW
0 = CIA
I(10) =
6.4 inlhr
t(1)=
4.2 infir
1(50) =
7.3 in/hr
INLET'A'
1(2) =
5.0 in/hr
ADDITIONAL FLOWS (CFS)
1(100) =
7.6 in/hr
PIPE IN FROI
AREA AROUND
18"
TOTAL LESS
NI LET'B'
INLET'A'
BYPASS
OND OUTFLOW
000),
54 CFS
21
2
3
26
CO) =
35 CFS
22
2
4
28
0(50) =
61 CFS
26
2
7
35
0(2) =
42 CFS
15
1
0
16
0(100) =
64 CFS
29
2
9
40
DEPTH OF RUNOFF
10-YEAR 6-HOUR PRECIPATION (P) =
3.71 in
1-YEAR 24-HOUR PRECIPATION (P) =
2.80 in
50-YEAR 6-HOUR PRECIPATION (P) =
4.93 in
2-YEAR 6-HOUR PRECIPATION (P) =
2.52 in
100-YEAR &HOUR PRECIPATION (P) =
5.46 in
CN =
72
S = (1000/CN)-10 =
3.89 in
RUNOFF DEPTH(O') _ (P-0.2 x S)^2/(P+0.8 x S) =
1.26 in
RUNOFF DEPTH(Q-) _ (P-0.2 x S)^21(P+0.8 x S) =
.69 in
RUNOFF DEPTH(Q-) = (P-0.2 x S)^21(P+0.8 x S) =
2.14 in
RUNOFF DEPTH(Q-) = (P-0.2 x S)^2/(P+0.8 x S) _
.54 in
RUNOFF DEPTH(Q-) = (P-0.2 x S)^2/(P+0.8 x S) =
2.56 in
TIME TO PEAK = RUNOFF VOLUMEI(1.39 x Op)
10-YEAR 13.24 HR
TIME TO PEAK = RUNOFF VOLUME/(1.39 x Op)
1-YEAR 11.08 HR
TIME TO PEAK = RUNOFF VOLUME! 1.39 x Qp %YEAR 19.75 HR
TIME TO PEAK = RUNOFF VOLUMFF�('f91 tW))0190911"P0n4- i W.XISX 7.25 HR
TIME TO PEAK - RUNOFF VOLUMEI(1.39 x Op)
100-YEAR 22.63 HR
10•YEAR 8-HOUR RUNOFF DEPTH
1-YEAR 24-HOUR RUNOFF DEPTH
50-YEAR 6-HOUR RUNOFF DEPTH
2-YEAR 8-HOUR RUNOFF DEPTH
100-YEAR 6-HOUR RUNOFF DEPTH
Page 2

B. ESTIMATE STORAGE
1. S = (Q(Post)-Q(Pre)) • Tp
S = 9951 CF
2. POND ELEVATIONSIAREAIVOLUME
CUMULATIVE
TEMPIPERM SEO STORAGE REO'D
0 CF
0 CF
PERMANENT STORAGE REQ'D
0 CF
0 CF
ESTIMATED STAGE STORAGE
9951 CF
9951 CF
ASSUME POND INVERT (BOTTOM OF POND)
=
720.0
SEDIMENT STORAGE REQUIRED
0
CF
WATER QUALITY STORAGE CAPACITY REQUIRED
=
19863
CF
ACCUMALATED
Z
Z
ELEV AREA VOLUME VOLUME
STAGE
In S
In Z
est
720.00 479 0 0
0.0
0.00
722.00 1270 1686 1686
2.0
7.430
0.693
2.54
724.00 2462 3667 5353
4.0
8.585
1.386
4.26
728.00 3995 6395 11748
6.0
9.371
1.792
6.06
728.00 5816 9754 21502
8.0
9.976
2.079
7.95
730.00 7926 13688 35190
10.0
1 GA69
2.303
9.91
732.00 10325 18198 53388
12.0
10.885
2.485
11.95
734.00 12724 23007 76396
14.0
11.244
2.639
14.03
736.00 15123 27812 104208
16.0
11.554
2.773
16.13
AVERAGE =
10.583
2.345
ASSUME SEDIMENT STORAGE ELEVATION
=
0.0
SEDIMENT STORAGE VOLUME PERMANENT
=
0
CF
ASSUME ORIFICE ELEVATION
=
720.0
ASSUME RISOR ELEVATION
=
729.0
TEMPORARY WATER QUALITY VOLUME
=
28381
CF 19863 CF REQUIRED
ASSUME EMERGENCY SPILLWAY ELEVATION
=
730.5
ASSUME BARREL INVERT ELEVATION
=
720.0
3. REGRESSION ANALYSIS SUMMARY OUTPUT PERFORMED ON MIDDLE
6
ENTRIES
where
b=(sum0n(Z)'in(Z))-11n•sum(ln(Z))•sum(in(S)))1(sum(in(Z)A2)-1fi'(sum(In(S)))A2)
b= 2.23
a=1 tn•sum(In(S)Wn'sum(In(Z))
a= 5.35
RA2=(sum(in(Z)'ln(S))-n*ln(Z) tn(S),A21((sum(in(z)A2).n*ln(Z)A2)'(sum(ln(S)A2)-n'ln(S) A2)
RA2= 1.00
Ks=e"a
Ks= 211
G:12019\20190911drypond-rev-SW.xlsx Page 3

C. OUTLET STRUCTURES
1. PRINCIPLE SPILLWAY
INVERT ELEVATION
-
0.0
ASSUME RISOR ELEVATION
-
729D
SOLVE FOR ROUGH RISOR SIZE
(8j
19.2 CFS
DIAMETER(in)=0'12/(Cw'(H6312)*3.14159)
SOLVE FOR ROUGH BARREL SIZE
DIAMETER(in)= (Q-4r(3.14159'Cd-(2-g-h)A.5)A.5
ASSUME RISOR DIA
-
36
in
24
ASSUME BARREL DIA
-
24
in
15
ASSUME ORIFICE PLATE DIA
=
24.0
in
15
ASSUME GATE DIA
1.63
in
2. EMERGENCY SPILLWAY
SOLVE FOR WEIR LENGTH
USE h=
0.5 it
ASSUME SPILLWAY ELEV
-
730.5
L=Q7(Cw'hA312)
where 0(100)
=
64.0 ds
RISOR 0 @ ELEV
729.00
=
42.8 ds
EMERGENCY SPILLWAY 0
-
21.2 ds
WEIR LGTH (ft)
-
20 ft
100•YEAR H.W.L.
730.89
TOP OF DAM
=
732.5
WEIR ORIFICE
ORIFICE
PRINCIPAL
EMERGENCI
TOTAL
ELEV
RISOR BARREL
RISOR
SPILLWAY
SPILLWAY OUTFLOW
729.0
0.0 42.8
0.0
0.0
0.0
0.0
729.2
2.8 43.3
15.2
2.8
0.0
2.8
729.4
7.9 43.8
21.5
7.9
0.0
7.9
729.6
14.5 44.4
26.4
14.5
0.0
14.5
729.8
22.3 44.9
30.4
22.3
0.0
22.3
730.0
31.1 45.4
34.0
31.1
0.0
31.1
730.2
40.9 46.9
37.3
37.3
0.0
37.3
730.4
51.5 46.4
40.3
40.3
0.0
40.3
730.6
62.9 48.9
43.1
43.1
1.9
44.9
730.8
75.1 47.4
45.7
45.7
9.9
55.5
731.0
88.0 47.8
48.1
47.8
21.2
69.0
731.2
101.5 48.3
50.5
48.3
35.1
83.5
731.4
115.6 48.8
52.7
48.8
51.2
100.0
731.6
130.4 49.2
54.9
49.2
69.2
118.5
ALLOWABLE OUTFLOW
19.2 CFS
G:\2019\20190911drypond-rev-SW.xisx Page 4

D. ROUTING 10 YR 6 HR. 1 YEAR 24 HOUR, 50 YR 6 HR. 2 YR 6 HR & 100 YR 6 HR POST-DEVELOPEMENT STORM THRU POND
1. INPUT DATA FOR 10-YEAR STORM
0(10)
53.9
Tp
13.24
TIME INCREMENT
2.00 min
Ks
211
b
2.23
INVERT ELEVATION
720.00
ORIFICE ELEVATION
720.00
RISOR ELEVATION
729.00
EM SPILLWAY ELEV
730.50
WEIR
ORIFICE
ORIFICE
ORIFICE
PRINCIPAL
EMERGENCY
TOTAL
TIME
INFLOW STORAGE
STAGE
RISOR
GATE
BARREL
RISOR
SPILLWAY
SPILLWAY
OUTFLOW
0.00
0.0
0
720.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.00
3.0
0
720.00
0.0
0.0
OD
0.0
0.0
0.0
0.0
4.00
11.2
357
721.26
0.0
0.1
0.0
0.0
0.1
0.0
0.1
6.00
23.0
1696
722.54
0.0
0.1
0.0
0.0
0.1
0.0
0.1
8.00
35.6
4440
723.92
0.0
0.1
0.0
0.0
0.1
0.0
0.1
10.00
46.3
8692
725.29
0.0
0.2
0.0
0.0
0.2
0.0
0.2
12.00
52.7
14225
726.60
0.0
0.2
0.0
0.0
0.2
0.0
0.2
14.00
53.4
20527
727.78
0.0
0.2
0.0
0.0
0.2
0.0
0.2
16.00
48.3
26914
728.79
0.0
0.2
0.0
0.0
0.2
0.0
0.2
18.00
39.9
32686
729.59
14.0
0.2
44.3
26.1
14.2
0.0
14.2
20.00
32.8
35768
729.98
30.3
0.2
45.3
33.8
30.6
0.0
30.6
22.00
27.0
36039
730.02
31.9
0.2
45.4
34.3
32.1
0.0
32.1
24.00
22.2
35418
729.94
26.3
0.2
45.2
33.0
28.6
0.0
28.6
26.00
18.2
34651
729.84
24.1
0.2
45.0
31.2
24.3
0.0
24.3
28.00
15.0
33923
729.75
20.2
0.2
44.7
29.5
20.4
0.0
20.4
30.00
12.3
33272
729.67
16.9
0.2
44.5
27.8
17.1
0.0
17.1
32.00
10.1
32698
729.59
14.1
0.2
44.3
26.1
14.3
0.0
14.3
34.00
8.3
32194
729.52
11.8
0.2
44.2
24.6
12.0
0.0
12.0
36.00
6.8
31752
729.46
9.8
0.2
44.0
23.2
10.1
0.0
10.1
38.00
5.6
31364
729.41
8.2
0.2
43.9
21.9
8.4
0.0
8.4
40.00
4.6
31023
729.37
6.9
0.2
43.8
20.6
7.1
0.0
7.1
42.00
3.8
30722
729.33
5.8
0.2
43.6
19.4
6.0
0.0
6.0
44.00
3.1
30458
729.29
4.8
0.2
43.6
18.3
5.1
0.0
5.1
46.00
2.6
30225
729.26
4.1
0.2
43.5
17.3
4.3
0.0
4.3
48.00
2.1
30018
729.23
3.4
0.2
43.4
16.3
3.6
0.0
3.6
50.00
1.7
29836
729.20
2.9
0.2
43.3
15A
3.1
0.0
3.1
52.00
1.4
29674
729.18
2.4
0.2
43.3
14.5
2.6
0.0
2.6
54.00
1.2
29530
729.16
2.0
0.2
43.2
13.7
2.2
0.0
2.2
56.00
1.0
29403
729.14
1.7
0.2
43.2
12.9
1.9
0.0
1.9
58.00
0.8
29289
729.13
1.4
0.2
43.1
12.2
1.6
0.0
1.6
60.00
0.6
29188
729.11
1.2
0.2
43.1
11.5
1.4
0.0
1.4
62.00
0.5
29097
729.10
1.0
0.2
43A
10.8
1.2
0.0
1.2
64.00
0.4
29016
729.09
0.8
0.2
43.0
10.2
1.0
0.0
1.0
66.00
0.4
28943
729.08
0.7
0.2
43.0
9.6
0.9
0.0
0.9
68.00
0.3
28877
729.07
0.6
0.2
43.0
9.0
0.8
0.0
0.8
70.00
0.2
28818
729.06
0.5
0.2
42.9
8.5
0.7
0.0
0.7
72.00
0.2
28765
729.05
OA
0.2
42.9
7.9
0.6
0.0
0.6
74.00
0.2
28717
729.05
0.3
0.2
42.9
7.4
0.5
0.0
0.5
76.00
0.1
28673
729.04
0.3
0.2
42.9
6.9
0.5
0.0
0.5
78.00
0.1
28633
729.04
0.2
0.2
42.9
6.4
0.4
0.0
0.4
80.00
0.1
28596
729.03
0.2
0.2
42.9
5.9
OA
0.0
0.4
82.00
0.1
28562
729.03
0.1
0.2
42.9
5.5
0.3
0.0
0.3
84.00
0.1
28531
729.02
0.1
0.2
42.8
5.0
0.3
0.0
0.3
86.00
0.1
28502
729.02
0.1
0.2
42.8
4.5
0.3
0.0
0.3
88.00
0.0
28474
729.01
0.0
0.2
42.8
3.9
0.3
0.0
0.3
90.00
0.0
28449
729.01
0.0
0.2
42.8
3.3
0.2
0.0
0.2
92.00
0.0
28424
729,01
0.0
0.2
42.8
2.7
0.2
0.0
0.2
PEAK INFLOW
= 53.9 CFS
PEAK OUTFLOW
= 32A CFS
PEAK ALLOWABLE OUTFLOW
79 CFS
PEAK OUT.
+ ADD. FLOU`
= 58 CFS
PEAK ELEV
= 730.02
PEAK STORAGE
= 36039 CF
G:\2019\2019091\drypond-rev-SW.xlsx Page 5

2. INPUT DATA FOR 1-YEAR 24 HOUR STORM
0(1)
35
TP
11.08 min
TIME INCREMENT
4.00 min
Ks
211
b
2.23
INVERT ELEVATION
720.00
ORIFICE ELEVATION
720.00
RISOR ELEVATION
729.00
PERMANENT STORAGE
0
EM SPILLWAY ELEV
730.50
TIME
INFLOW STORAGE
STAGE
WEIR
ORIFICE
ORIFICE ORIFICE
PRINCIPAL
EMERGENCY
TOTAL
RISOR
GATE
BARREL
RISOR
SPILLWAY
SPILLWAY
OUTFLOW
0.00
0.0
0
720.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.00
10.2
1212
722A9
0.0
0.1
0.0
0.0
0.1
0.0
0.1
8.00
29.0
5891
724.46
0.0
0.1
0.0
0.0
0.1
0.0
0.1
12.00
34.7
13505
726.45
0.0
0.2
0.0
0.0
0.2
0.0
0.2
16.00
23.5
20444
727.77
0.0
0.2
0.0
0.0
0.2
0.0
0.2
20.00
14.7
24971
728.50
0.0
0.2
0.0
0.0
0.2
0.0
0.2
24.00
9.2
27783
728.91
0.0
0.2
0.0
0.0
0.2
0.0
0.2
28.00
5.7
29337
729.13
1.5
0.2
43.1
12.5
1.7
0.0
1.7
32.00
3.6
29866
729.21
3.0
0.2
43.3
15.5
3.2
0.0
3.2
36.00
2.2
29822
729.20
2.8
0.2
43.3
15.3
3.0
0.0
3.0
40.00
1.4
29604
729.17
2.2
0,2
43.2
14.1
2.4
0.0
2.4
44.00
0.9
29368
729.14
1.6
0.2
43.2
12.7
1.8
0.0
1.8
48.00
0.5
29160
729.11
1.1
0.2
43.1
11.3
1.3
0.0
1.3
52.00
0.3
28987
729.09
0.8
0.2
43.0
10.0
1.0
0.0
1.0
%00
0.2
28847
729.07
0.5
0.2
43.0
8.7
0.7
0.0
0.7
60.00
0.1
28734
729.05
0.3
0.2
42.9
7.6
0.6
0.0
0.6
64.00
0.1
28642
729.04
0.2
0.2
42.9
6.5
0.4
0.0
0.4
68.00
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727.91
0.0
0.2
0.0
0.0
0.2
0.0
0.2
676.00
0.0
21221
727.90
0.0
0.2
0.0
0.0
0.2
0.0
0.2
680.00
0.0
21174
727.89
0.0
0.2
0.0
0.0
0.2
0.0
0.2
684.00
0.0
21128
727.88
0.0
0.2
0.0
0.0
0.2
0.0
0.2
688.00
0.0
21081
727.88
0.0
0.2
0.0
0.0
0.2
0.0
0.2
692.00
0.0
21035
727.87
0.0
0.2
0.0
0.0
0.2
0.0
0.2
696.00
0.0
20988
727.86
0.0
0.2
0.0
0.0
0.2
0.0
0.2
700.00
0.0
20942
727.85
0.0
0.2
0.0
0.0
0.2
0.0
0.2
704.00
0.0
20895
727.85
0.0
0.2
0.0
0.0
0.2
0.0
0.2
708.00
0.0
20849
727.84
0.0
0.2
0.0
0.0
0.2
0.0
0.2
712.00
0.0
20803
727.83
0.0
0.2
0.0
0.0
0.2
0.0
0.2
716.00
0.0
20756
727.82
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0.2
0.0
0.0
0.2
0.0
0.2
720.00
0.0
20710
727.61
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0.2
0.0
0.0
0.2
0.0
0.2
724.00
0.0
20664
727.81
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0.2
0.0
0.0
0.2
0.0
0.2
728.00
0.0
20617
727.80
0.0
0.2
0.0
0.0
0.2
0.0
0.2
732.00
0.0
20571
727.79
0.0
0.2
0.0
0.0
0.2
0.0
0.2
736.00
0.0
20525
727.78
0.0
0.2
0.0
0.0
0.2
0.0
0.2
740.00
0.0
20479
727.77
0.0
0.2
0.0
0.0
0.2
0.0
0.2
744.00
0.0
20432
727.77
0.0
0.2
0.0
0.0
0.2
0.0
0.2
748.00
0.0
20386
727.76
0.0
0.2
0.0
0.0
0.2
0.0
0.2
752.00
0.0
20340
727.75
0.0
0.2
0.0
0.0
0.2
0.0
0.2
756.00
0.0
20294
727.74
0.0
0.2
0.0
0.0
0.2
0.0
0.2
760.00
0.0
20248
727.74
0.0
0.2
0.0
0.0
0.2
0.0
0.2
764.00
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727.73
0.0
0.2
0.0
0.0
0.2
0.0
0.2
768.00
0.0
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727.72
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0.2
0.0
0.0
0.2
0.0
0.2
772.00
0.0
20110
727.71
0.0
0.2
0.0
0.0
0.2
0.0
0.2
776.00
0.0
20064
727.70
0.0
0.2
0.0
0.0
0.2
0.0
0.2
780.00
0.0
20018
727.70
0.0
0.2
0.0
0.0
0.2
0.0
0.2
784.00
0.0
19972
727,69
0.0
0.2
0.0
0.0
0.2
0.0
0.2
788.00
0.0
19926
727.68
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0.2
0.0
0.0
0.2
0.0
0.2
792.00
0.0
19880
727.67
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0.2
0.0
0.0
0.2
0.0
0.2
796.00
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19834
727.66
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0.2
0.0
0.0
0.2
0.0
0.2
800.00
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19788
727.66
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0.2
0.0
0.0
0.2
0.0
0.2
804.00
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727.65
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0.2
0.0
0.0
0.2
0.0
0.2
808.00
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19697
727.64
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0.2
0.0
0.0
0.2
0.0
0.2
812.00
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19651
727.63
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0.2
0.0
0.0
0.2
0.0
0.2
816.00
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19605
727.62
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0.2
0.0
0.0
0.2
0.0
0.2
820.00
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19559
727.62
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0.2
0.0
0.0
0.2
0.0
0.2
824.00
0.0
19514
727.61
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0.2
0.0
0.0
0.2
0.0
0.2
828.00
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19468
727.60
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0.2
0.0
0.0
0.2
0.0
0.2
832.00
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19422
727.59
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0.2
0.0
0.0
0.2
0.0
0.2
838.00
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19377
727.58
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0.2
0.0
0.0
0.2
0.0
0.2
840.00
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19331
727.58
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0.2
0.0
0.0
0.2
0.0
0.2
844.00
0.0
19285
727.57
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0.2
0.0
0.0
0.2
0.0
0.2
848.00
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19240
727.56
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0.2
0.0
0.0
0.2
0.0
0.2
852.00
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19194
727.55
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0.2
0.0
0.0
0.2
0.0
0.2
856.00
0.0
19149
727.54
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0.2
0.0
0.0
0.2
0.0
0.2
860.00
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19103
727.54
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0.2
0.0
0.0
0.2
0.0
0.2
864.00
0.0
10058
727.53
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0.2
0.0
0.0
0.2
0.0
0.2
868.00
0.0
19012
727.52
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0.2
0.0
0.0
0.2
0.0
0.2
872.00
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18967
727.51
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0.2
0.0
0.0
0.2
0.0
0.2
876.00
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18922
727.50
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0.2
0.0
0.0
0.2
0.0
0.2
880.00
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18876
727.50
0.0
0.2
0.0
0.0
0.2
0.0
0.2
884.00
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18831
727.49
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0.2
0.0
0.0
0.2
0.0
0.2
888.00
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18785
727.48
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0.2
0.0
0.0
0.2
0.0
0.2
892.00
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18740
727.47
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0.2
0.0
0.0
0.2
0.0
0.2
896.00
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727.46
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0.2
0.0
0.0
0.2
0.0
0.2
900.00
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18650
727.46
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0.2
0.0
0.0
0.2
0.0
0.2
904.00
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18604
727.45
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0.2
0.0
0.0
0.2
0.0
0.2
908.00
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727.44
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0.2
0.0
0.0
0.2
0.0
0.2
912.00
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727.43
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0.2
0.0
0.0
0.2
0.0
0.2
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0.2
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0.2
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0.2
Page 8

928.00
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727.40
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0.0
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727.39
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0.0
0.2
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0.2
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727.38
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0.0
0.2
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0.2
940.00
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0.0
0.2
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0.2
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0.0
0.2
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727.36
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0.0
0.0
0.2
0.0
0.2
952.00
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727.35
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0.2
0.0
0.0
0.2
0.0
0.2
956.00
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727.34
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0.2
0.0
0.0
0.2
0.0
0.2
960.00
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727.33
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0.2
0.0
0.0
0.2
0.0
0.2
984.00
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727.32
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0.0
0.2
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0.2
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0.0
0.2
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0.2
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0.2
0.0
0.0
0.2
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0.2
976.00
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727.30
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0.0
0.2
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0.2
980.00
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727.29
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0.0
0.0
0.2
0.0
0.2
984.00
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17705
727.28
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0.0
0.2
0.0
0.2
988.00
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727.28
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0.0
0.2
0.0
0.2
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0.0
0.2
0.0
0.2
996.00
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727.26
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0.0
0.2
0.0
0.2
1000.00
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727.26
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0.0
0.2
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0.2
1004.00
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0.0
0.2
0.0
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0.0
0.2
0.0
0.2
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0.0
0.2
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0.2
1016.00
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0.0
0.2
0.0
0.2
1020.00
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727.21
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0.2
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0.0
0.2
0.0
0.2
1024.00
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0.0
0.0
0.2
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0.2
1028.00
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0.2
0.0
0.0
0.2
0.0
0.2
1032.00
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727.18
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0.2
0.0
0.0
0.2
0.0
0.2
1036.00
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727.18
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0.0
0.0
0.2
0.0
0.2
1040.00
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727.17
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0.0
0.0
0.2
0.0
0.2
1044.00
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727.16
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0.2
0.0
0.0
0.2
0.0
0.2
1048.00
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727.15
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0.2
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0.0
0.2
0.0
0.2
1052.00
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0.2
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0.0
0.2
0.0
0.2
1056.00
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16905
727.13
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0.2
0.0
0.0
0.2
0.0
0.2
1060.00
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0.2
0.0
0.0
0.2
0.0
0.2
1064.00
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727.12
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0.2
0.0
0.0
0.2
0.0
0.2
1068.00
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727.11
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0.2
0.0
0.0
0.2
0.0
0.2
1072.00
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727.10
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0.2
0.0
0.0
0.2
0.0
0.2
1076.00
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727.09
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0.2
0.0
0.0
0.2
0.0
0.2
1080.00
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727.08
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0.2
0.0
0.0
0.2
0.0
0.2
1084.00
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0.2
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0.0
0.2
0.0
0.2
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0.2
0.0
0.0
0.2
0.0
0.2
1092.00
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727.06
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0.2
0.0
0.0
0.2
0.0
0.2
1096.00
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727.05
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0.2
0.0
0.0
0.2
0.0
0.2
1100.00
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727.04
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0.2
0.0
0.0
0.2
0.0
0.2
1104.00
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727.03
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0.2
0.0
0.0
0.2
0.0
0.2
1108.00
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727.02
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0.2
0.0
0.0
0.2
0.0
0.2
1112.00
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727.02
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0.2
0.0
0.0
0.2
0.0
0.2
1116.00
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727.01
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0.2
0.0
0.0
0.2
0.0
0.2
1120.00
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727.00
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0.2
0.0
0.0
0.2
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0.0
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726.98
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0.0
0.2
0.0
0.2
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726.97
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0.0
0.0
0.2
0.0
0.2
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726.97
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0.0
0.0
0.2
0.0
0.2
1140.00
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726.98
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0.2
0.0
0.0
0.2
0.0
0.2
1144.00
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726.95
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0.2
0.0
0.0
0.2
0.0
0.2
1148.00
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726.94
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0.2
0.0
0.0
0.2
0.0
0.2
1152.00
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726.93
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0.2
0.0
0.0
0.2
0.0
0.2
1156.00
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726.92
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0.2
0.0
0.0
0.2
0.0
0.2
1160.00
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726.91
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0.2
0.0
0.0
0.2
0.0
0.2
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726.91
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0.2
0.0
0.0
0.2
0.0
0.2
1168.00
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726.90
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0.2
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0.0
0.2
0.0
0.2
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726.89
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0.2
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0.0
0.2
0.0
0.2
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0.2
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0.0
0.2
0.0
0.2
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0.0
0.2
0.0
0.2
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726.86
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0.2
0.0
0.0
0.2
0.0
0.2
1188.00
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726.85
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0.2
0.0
0.0
0.2
0.0
0.2
1192.00
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726.85
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0.2
0.0
0.0
0.2
0.0
0.2
1196.00
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726.84
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0.2
0.0
0.0
0.2
0.0
0.2
1200.00
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726.83
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0.2
0.0
0.0
0.2
0.0
0.2
1204.00
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726.82
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0.2
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0.0
0.2
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0.2
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726.81
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0.0
0.2
0.0
0.2
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726.80
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0.0
0.0
0.2
0.0
0.2
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726.79
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0.0
0.0
0.2
0.0
0.2
1220.00
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726.78
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0.2
0.0
0.0
0.2
0.0
0.2
1224.00
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726.78
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0.0
0.2
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726.77
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0.0
0.2
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0.2
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0.0
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0.0
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0.0
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Page 9

1256.00
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Page 10

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0.2
0.0
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0.0
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0.2
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0.2
0.0
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0.0
0.0
0.2
0.0
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1900.00
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725.14
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0.2
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0.2
0.0
0.2
Page 11

1912.00
0.0
8114
725.13
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1916.00
0.0
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725.12
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1920.00
0.0
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725.11
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1924.00
0.0
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725.10
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1928.00
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725.09
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1932.00
0.0
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725.08
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1936.00
0.0
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725.07
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1940.00
0.0
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725.06
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1944.00
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725.05
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0.2
0.0
0.0
0.2
0.0
0.2
1948.00
0.0
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725.04
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1952.00
0.0
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0.2
0.0
0.0
0.2
0.0
0.2
1956.00
0.0
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0.2
0.0
0.0
0.2
0.0
0.2
1960.00
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0.2
0.0
0.0
0.2
0.0
0.2
1964.00
0.0
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0.2
0.0
0.0
0.2
0.0
0.2
1968.00
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0.2
0.0
0.0
0.2
0.0
0.2
1972.00
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0.2
0.0
0.0
0.2
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0.2
1976.00
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0.0
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0.2
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1980.00
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0.2
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0.2
1984.00
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0.2
0.0
0.0
0.2
0.0
0.2
1968.00
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0.2
0.0
0.0
0.2
0.0
0.2
1992.00
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0.2
0.0
0.0
0.2
0.0
0.2
1996.00
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0.2
0.0
0.0
0.2
0.0
0.2
2000.00
0.0
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724.90
0.0
0.2
0.0
0.0
0.2
0.0
0.2
2004.00
0.0
7263
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0.2
0.0
0.0
0.2
0.0
0.2
2008.00
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0.2
0.0
0.0
0.2
0.0
0.2
2012.00
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0.2
0.0
0.0
0.2
0.0
0.2
2016.00
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0.2
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0.2
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2020.00
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723.11 G:120109�2019091\0.Wpond-reg.-OSW.xlsx
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Page 13

2568.00
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722.75
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1983
722.73
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1902
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722.64
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1822
722.63
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722.58
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722.52
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0.0
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722.50
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722.49
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0.0
0.0
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0.1
2716.00
0.0
1586
722A7
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0.0
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0.1
2720.00
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1560
722.45
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0.0
0.0
0.1
0.0
0.1
2724.00
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1535
722.43
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0.0
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2728.00
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1509
722.41
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0.0
0.0
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0.1
2732.00
0.0
1484
722.40
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0.0
0.0
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0.1
2736.00
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1458
722.36
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0.0
0.0
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0.0
0.1
2740.00
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1433
722.36
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0.0
0.0
0.1
0.0
0.1
2744M
0.0
1408
722.34
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0.0
0.0
0.1
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0.1
2748.00
0.0
1383
722.32
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0.0
0.0
0.1
0.0
0.1
2752.00
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1358
722.30
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0.0
0.1
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0.1
2756.00
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1333
722.28
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0.0
0.1
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2760.00
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1308
722.26
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0.0
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722.25
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722.21
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1211
722.19
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722.17
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722.16
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1138
722.13
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1115
722.11
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2796.00
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1091
722.09
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0.0
0.1
2800.00
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1067
722.07
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0.0
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0.1
2804.00
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1044
722.05
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0.1
2808.00
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1020
722.03
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2812.00
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997
722.01
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2816.00
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974
721.98
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2820.00
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951
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2824.00
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2832.00
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883
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2836.00
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860
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838
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721.57 G:\2010.b2019091W.Vpond-reabSW.xlsx
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Page 14

2898.00 0.0
541
721.52 0.0
0.1
0.0
0.0
0.1
0.0
0.1
29W.00 0.0
521
721.50 0.0
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o.l
2904.00 0.0
501
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0.1
2908.00 0.0
482
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2912.00 0.0
462
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443
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0.1
2972.00 0.0
197
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0.0
0.1
0.0
0.1
2976.00 0.0
181
720.93 0.0
0.1
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0.0
0.1
0.0
0.1
MOM 0.0
166
720.90 0.0
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2984.00 0.0
151
720.86 0.0
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2992.00 0.0
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108
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3000.00 0.0
94
720.70 0.0
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3004.00 0.0
81
720.65 0.0
0.1
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0.1
3008.00 0.0
69
720.61 0.0
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3012.00 0.0
57
720.56 0.0
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3016.00 0.0
46
720.50 0.0
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3020.00 0.0
35
720.45 0.0
0.0
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3024.00 0.0
25
720.39 0.0
0.0
0.0
0.0
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0.0
3028.00 0.0
16
720.32 0.0
0.0
0.0
0.0
0.0
0.0
0.0
3032.00 0.0
9
720.24 0.0
0.0
0.0
0.0
0.0
0.0
0.0
3036.00 0.0
5
720.19 0.0
0.0
0.0
0.0
0.0
0.0
0.0
PEAK NFLOW =
35.34 CFS
PEAK PRE-DEV OUTFLOW =
19.24 CFS
PEAK OUTFLOW =
3.16 CFS
PEAK ALLOWABLE OUTFLOW=
73 CFS
PEAK OUT. • ADD. FLOWS
31 CFS
PEAK ELEV =
729.21
PEAK STORAGE =
29866 CF
G:12019520190911drypond-rev-SW.xisx Page 15

3. INPUT DATA FOR 50-YEAR STORM
0(50)
Tp
TIME INCREMENT
Ks
b
INVERT ELEVATION
ORIFICE ELEVATION
RISOR ELEVATION
PERMANENTSTORAGE
EM SPILLWAY ELEV
TIME
INFLOW STORAGE
0.00
0.0
0
1.50
0.9
98
3.00
3.4
597
4.50
7.5
1890
6.00
13.0
4319
7.50
19.4
8165
9.00
26.5
13626
10.50
33.8
20807
12.00
40.9
29489
13.50
47.5
36004
15.00
53.1
39365
16.50
57.4
41767
18.00
60.2
42952
19.50
61.4
43321
21.00
60.8
43377
22.50
58.5
43199
24.00
54.7
42800
25.50
49.8
42200
27.00
45.1
41483
28.50
40.8
40714
30.00
37.0
39799
31.50
33.5
38595
33.00
30.4
37003
34.50
27.5
35747
36.00
24.9
35146
37.50
22.6
34677
39.00
20.5
34256
40.50
18.5
33867
42.00
16.8
33505
43.50
15.2
33169
45.00
13.8
32855
46.50
12.5
32562
48.00
11.3
32289
49.50
10.3
32034
51.00
9.3
31796
PEAK INFLOW =
PEAK OUTFLOW =
PRE-DEV. FLOW =
PEAK OUT. + ADD. FLON
PEAK ELEV
=
PEAK STORAGE =
61
19.75 mh
1.50 mB
211
2.23
720.00
720.00
729.00
0
730.50
STAGE
720.00
720.71
721.59
722.67
723.87
725.15
726.48
727.83
729.16
730.01
730.42
730.70
730.84
730.88
730.89
730.87
730.82
730.75
730.67
730.58
730.47
730.33
730.14
729.98
729.91
729.85
729.79
729.74
729.70
729.65
729.61
729.57
729.54
729.50
729.47
61.43 CFS
61.09 CFS
99 CFS
96 CFS
WEIR
ORIFICE
ORIFICE
ORIFICE
PRINCIPAL EMERGENCY
TOTAL
RISOR
GATE
BARREL
RISOR
SPILLWAY
SPILLWAY
OUTFLOW
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.1
0.0
0.1
0.0
0.1
0.0
0.0
0.1
0.0
0.1
0.0
0.1
0.0
0.0
0.1
0.0
0.1
0.0
0.1
0.0
0.0
0.1
0.0
0.1
0.0
0.2
0.0
0.0
0.2
0.0
0.2
0.0
0.2
0.0
0.0
0.2
0.0
0.2
0.0
0.2
0.0
0.0
0.2
0.0
0.2
1.9
0.2
43.2
13.4
2.1
0.0
2.1
31.7
0.2
45.4
34.3
31.9
0.0
31.9
52.7
0.2
46.4
40.6
40.6
0.0
40.6
69.1
0.2
47.1
44.4
44A
6.5
49.9
77.5
0.2
47.4
46.1
46.1
11.8
57.9
80.1
0.2
47.5
46.7
46.7
14.0
60.7
80.5
0.2
47.6
46.7
46.7
14A
61.1
79.2
0.2
47.5
46.5
46.5
13.3
59.7
76.4
0.2
47.4
45.9
45.9
10.9
56.8
72.1
0.2
47.2
45.0
45.0
7.6
52.6
67.1
0.2
47.0
44.0
44.0
4.2
48.2
61.8
0.2
46.8
42.8
42.8
1.4
44.2
55.6
0.2
46.6
41.3
41.3
0.0
41.3
47.7
0.2
46.2
39.3
39.3
0.0
39.3
37.7
0.2
45.7
36.3
37.9
0.0
37.9
30.2
0.2
45.3
33.7
30.4
0.0
30.4
26.8
0.2
45.1
32.4
27.0
0.0
27.0
24.2
0.2
45.0
31.3
24.4
0.0
24.4
21.9
0.2
44.9
30.3
22.1
0.0
22.1
19.9
0.2
44.7
29.3
20.1
0.0
20.1
18.0
0.2
44.6
28.4
18.2
0.0
18.2
16.4
0.2
44.5
27.5
16.6
0.0
16.6
14.8
0.2
44.4
26.6
15.0
0.0
15.0
13.5
0.2
44.3
25.7
13.7
0.0
13.7
12.2
0.2
44.2
24.9
12.4
0.0
12.4
11.1
0.2
44.1
24.1
11.3
0.0
11.3
10.0
0.2
44.0
23.3
10.2
0.0
10.2
730.89 EMERGENCY SPILLWAY ACTIVATED
43377 CF
GA2019\20190911drypond-rev-SW.xlsx
Page 16

4. INPUT DATA FOR 2-YEAR STORM
0(2)
42
TP
10.00 min
TIME INCREMENT
2.50 min
Ks
211
b
2.23
INVERT ELEVATION
720.00
ORIFICE ELEVATION
720.00
RISOR ELEVATION
729.00
PERMANENT STORAGE
0
EM SPILLWAY ELEV
730.50
TIME
INFLOW
STORAGE
STAGE
WEIR
RISOR
0.00
0.0
0
720.00
0.0
2.50
1.6
189
720.95
0.0
5.00
6.3
1124
722.12
0.0
7.50
13.3
3447
723.50
0.0
10.00
21.5
7581
724.98
0.0
12.50
29.6
13664
726.48
0.0
15.00
36.3
21529
727.95
0.0
17.50
40.7
30238
729.26
4.1
20.00
42.1
35898
730.00
31.1
22.50
40.1
37259
730.17
39.3
25.00
35.2
37006
730.14
37.7
27.50
29.9
36256
730.04
33.2
30.00
25.3
35435
729.94
28.4
32.50
21.5
34684
729.85
24.2
35.00
18.2
34014
729.76
20.7
37.50
15.5
33418
729.68
17.0
40.00
13.1
32887
729.61
15.0
42.50
11 A
32415
729.55
12.8
45.00
9.4
31993
729.50
10.9
47.50
8.0
31617
729.45
9.3
50.00
6.8
31281
729AO
7.9
52.50
5.8
30980
729.36
6.7
55.00
4.9
30711
729.32
5.7
57.50
4.1
30470
729.29
4.9
60.00
3.5
30254
729.26
4.2
62.50
3.0
30059
729.23
3.5
65.00
2.5
29885
729.21
3.0
PEAK INFLOW =
42.07 CFS
PEAK OUTFLOW =
39.49 CFS
PRE-DEV. FLOW =
56 CFS
PEAK OUT. * ADD. FLON
55 CFS
PEAK ELEV
=
730.17
PEAK STORAGE =
37259 CF
ORIFICE
ORIFICE
ORIFICE
PRINCIPAL EMERGENCY
TOTAL
GATE
BARREL
RISOR
SPILLWAY
SPILLWAY
OUTFLOW
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.1
0.0
0.1
0.1
0.0
0.0
0.1
0.0
0.1
0.1
0.0
0.0
0.1
0.0
0.1
0.2
0.0
0.0
0.2
0.0
0.2
0.2
0.0
0.0
0.2
0.0
0.2
0.2
0.0
0.0
0.2
0.0
0.2
0.2
43.5
17.3
4.3
0.0
4.3
0.2
45.4
34.0
31.3
0.0
31.3
0.2
45.8
36.8
39.5
0.0
39.5
0.2
45.7
36.3
37.9
0.0
37.9
0.2
45.5
34.8
33.4
0.0
33.4
0.2
45.2
33.0
28.6
0.0
28.6
0.2
45.0
31.3
24.5
0.0
24.5
0.2
44.8
29.7
20.9
0.0
20.9
0.2
44.6
28.1
17.8
0.0
17.8
0.2
44.4
26.7
15.2
0.0
15.2
0.2
44.2
25.3
13.0
0.0
13.0
0.2
44.1
24.0
11.1
0.0
11.1
0.2
44.0
22.7
9.5
0.0
9.5
0.2
43.8
21.6
8.1
0.0
8.1
0.2
43.7
20.4
6.9
0.0
6.9
0.2
43.6
19.4
5.9
0.0
5.9
0.2
43.6
18.4
5.1
0.0
5.1
0.2
43.5
17.4
4.4
0.0
4.4
0.2
43.4
16.5
3.7
0.0
3.7
0.2
43.3
15.6
3.2
0.0
3.2
G:\2019\2019091\drypond-rev-SW.xisx Page 17

5. INPUT DATA FOR 100-YEAR STORM
00 00)
64
Tp
12.91
min
TIME INCREMENT
1.00
min
KS
211
b
2.23
INVERT ELEVATION
720.00
ORIFCE ELEVATION
720.00
RISOR ELEVATION
729.00
PERMANENTSTORAGE
0
EM SPILLWAY ELEV
730.50
TIME
INFLOW STORAGE
STAGE
WEIR
ORIFICE
ORIFICE
ORIFICE
PRINCIPAL
EMERGENCY
TOTAL
RISOR
GATE
BARREL
RISOR
SPILLWAY
SPILLWAY
OUTFLOW
0.00
0.0
0
720.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.60
0.9
102
720.72
0.0
0.1
0.0
0.0
0.1
0.0
0.1
3.00
3.6
622
721.62
0.0
0.1
0.0
0.0
0.1
0.0
0.1
4.60
7.8
1969
722.72
0.0
0A
0.0
0.0
0.1
0.0
0.1
6.00
13.5
4499
723.94
0.0
0.1
0.0
0.0
0.1
0.0
0.1
7.50
20.2
6505
725.24
0.0
0.2
0.0
0.0
0.2
0.0
0.2
9.00
27.5
14191
726.60
0.0
0.2
0.0
0.0
0.2
0.0
0.2
10.50
35A
21669
727.97
0.0
0.2
0.0
0.0
0.2
0.0
0.2
12.00
42.6
30392
729.28
4.6
0.2
43.5
18.0
4.8
0.0
4.8
13.50
49.4
36597
730.09
35.2
0.2
45.6
35.5
35.5
0.0
35.5
15.00
55.2
39920
730.49
56.4
0.2
46.6
41.5
41.5
0.0
41.5
16.50
59.6
42324
730.77
73.0
0.2
47.3
45.2
45.2
8.2
53.5
18.00
62.7
43324
730.88
80.1
0.2
47.5
46.7
46.7
14.0
60.7
19.50
63.9
43651
730.92
82.5
0.2
47.6
47.1
47.1
16.1
63.2
21.00
63.3
43700
730.92
82.9
0.2
47.6
47.2
47.2
16A
63.6
22.50
60.9
43617
730.90
81.5
0.2
47.6
46.9
46.9
15.2
62.2
24.00
56.9
43110
730.86
78.6
0.2
47.5
46.4
46.4
12.7
59.1
25.50
51.8
42504
730.79
74.3
0.2
47.3
45.5
45.5
9.2
54.7
27.00
46.9
41788
730.70
69.2
0.2
47.1
44.4
44.4
5.6
50.0
28.50
42.5
41036
730.62
64.0
0.2
46.9
43.3
43.3
2.4
45.7
30.00
38.5
40213
730.52
56.4
0.2
46.7
42.0
42.0
0.2
42.2
31.50
34.9
39138
730.39
51.2
0.2
46.4
40.2
40.2
0.0
40.2
33.00
31.6
37431
730.19
40.3
0.2
45.9
37.1
40.6
0.0
40.6
34.50
28.6
35981
730.01
31.6
0.2
45.4
34.2
31.8
0.0
31.8
36.00
26.0
35343
729.93
27.9
0.2
45.2
32.8
28.1
0.0
28.1
37.50
23.5
34856
729.87
25.2
0.2
45.0
31.7
25.4
0.0
25.4
39.00
21.3
34422
729.81
22.8
0.2
44.9
30.7
23.0
0.0
23.0
40.50
19.3
34022
729.76
20.7
0.2
44.8
29.7
20.9
0.0
20.9
42.00
17.5
33650
729.71
18.8
0.2
44.7
28.8
19.0
0.0
19.0
43.50
15.8
33303
729.67
17.0
0.2
44.5
27.8
17.2
0.0
17.2
45.00
14.4
32980
729.63
15.4
0.2
44.4
26.9
15.7
0.0
15.7
46.50
13.0
32679
729.59
14.0
0.2
44.3
26.1
14.2
0.0
14.2
48.00
11.8
32398
729.55
12.7
0.2
44.2
25.2
12.9
0.0
12.9
49.50
10.7
32136
729.52
11.5
0.2
44.1
24.4
11.7
0.0
11.7
51.00
9.7
31891
729.48
10.4
0.2
44.1
23.7
10.7
0.0
10.7
52.50
8.8
31663
729.45
9.5
0.2
44.0
22.9
9.7
0.0
9.7
54.00
7.9
31449
729.42
8.6
0.2
43.9
22.2
8.8
0.0
8.8
55.50
7.2
31250
729AO
7.8
0.2
43.8
21.4
8.0
0.0
8.0
57.00
6.5
31063
729.37
7.1
0.2
43.8
20.8
7.3
0.0
7.3
58.50
5.9
30889
729.35
6.4
0.2
43.7
20.1
6.6
0.0
6.6
60.00
5.3
30726
729.33
5.8
0.2
43.6
19.4
6.0
0.0
6.0
61.50
4.8
30574
729.31
5.2
0.2
43.6
18.8
5.5
0.0
5.5
63.00
4.4
30431
729.29
4.8
0.2
43.5
18.2
5.0
0.0
5.0
64.60
4.0
30297
729.27
4.3
0.2
43.5
17.6
4.5
0.0
4.5
66.00
3.6
30172
729.25
3.9
0.2
43.4
17.0
4.1
0.0
4.1
67.50
3.3
30055
729.23
3.5
0.2
43A
16.5
3.7
0.0
3.7
69.00
3.0
29945
729.22
3.2
0.2
43.4
15.9
3A
0.0
3.4
70.50
2.7
29842
729.20
2.9
0.2
43.3
15.4
3.1
0.0
3.1
72.00
2A
29746
729.19
2.6
0.2
43.3
14.9
2.8
0.0
2.8
73.50
2.2
29655
729.18
2.4
0.2
43.3
14.4
2.6
0.0
2.6
PEAK INFLOW a
63.95 CFS
PEAK OUTFLOW -
63.61 CFS
PRE-DEV. FLOW =
107 CFS
PEAK OUT. + ADD. FLOW
104 CFS
PEAK ELEV
-
730.92
EMERGENCY SPILLWAY ACTIVATED
PEAK STORAGE =
43700 CF
G:\2019\2019091\drypond-rev-SW.xlsx Page 18

E. ORIFICE HOLE
2 -DAY RELEASE
NUMBER OF HOLES
AVERAGE SURFACE AREA
DETENTION DEPTH
a = 0.415/1*A'(h)4.5
a=
d=
5 -DAY RELEASE
NUMBER OF HOLES
AVERAGE SURFACE AREA
DETENTION DEPTH
a = 0.415A*A`(h)A.5
a=
d=
AVE d =
E. FLOTATION OF RISOR
VOLUME OF RISOR
1
3153 SF
9.00 FT
3.27 SO IN
2.04 IN 2 1/16 in
1
3153 SF
9.00 FT
1.31 SO IN
1.29 IN
1.67 IN
ASSUME INVERT ELEV =
ASSUME RISOR ELEV =
RISOR DIAMETER =
V = 3.14159'r^2'h
V = 63.6 CF
VOLUME OF BARREL
ASSUME LENGTH =
BARREL DIAMETER =
V = 3.14159•r^2'L
V = 47.1 CF
TOTAL VOLUME _
CONCRETE REO'D
DISPLACED WATER -
BOUYANT WEIGHT OF CONCRETE _
CONCRETE REO'D -
ADD 15% SAFETY FACTOR =
SUMMARY
TOP OF DAM
100-YEAR HIGH WATER
50-YEAR HIGH WATER
1-YEAR HIGH WATER
10-YEAR HIGH WATER
2-YEAR HIGH WATER
EMERGENCY SPILLWAY ELEV
RISER ELEV
ORIFICE ELEV
RISOR DIAMETER
BARREL DIAMETER
ORIFICE PLATE DIAMETER
PRIMARY ORIFICE DIAMETER
WEIR LENGTH
I
732.5
730.9
730.9
729.2
730.0
730.2
730.5
729.00
720.00
36
24
24.00
1.63
20
5I16 in
11I16 in
in
in
in
in
ft
720.0
729.0
36 in
15.00 ft
24 In
110.7 CF
6910 LB
87.60 LBICF
78.9 CF
90.7 CF
G:\2019\2019091\drypoftd-rev-SW.xlsx Page 19

NOAA Atlas 14, Volume 2, Version 3
Location name: Lexington, North Carolina, USA* �'
Latitude: 35.82620, Longitude:-80.2507° 1
Elevation: 810.46 ft** a
'source: ESRI Maps VOWsource: USGS ,
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Marlin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF_graphical I Maps&aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1
����������
2 5 10 25 50 '!00 200
500 1000
0.385
0.457 0.532 0.581 0.633 0.664 0.69i 0.711
0.730 o.738
5-min
(0.354-0.420)
( 0.421-0.499) (0.488-0.580) ( 0.532-0.631) (0.577-0.686) { 0.604-0.722} (0.624-0.751) (0.641-0.773)
(0.651-0,794) ( 0.654-0.805)
0.615
0.732 0.852 0.929 1 1.D6 1.10 1.13
1.15
F10-min
(0.565-0.671)
(0.673-0.799)(0.782-0.928) (0.851-1.01) F(0-921.09) (D.9621.15} {0.992-1.19) (1.D2-1.23)
.1fi
F(1.0
F(I3-1.25) 3-1.27)
0.769
0.920 1.08 1.18 1.28 1.34 1.39 1.42F1745(0.706-0.838)
F15-min
(0.846-1.00) (0.989-1.17) {1.081.28) (7.171.39) (1.22-1.46} (1.251.51) (1.2$-1.55)
.58) (1.291.59}
1.D6
1.27 1.53 0 1.892.02 2.13 2.22
2.31 2.36(0.9681.15)
F30-min
(1.17-1.39) (1.41-1.67) F1�7
1.85) F(1.73-2.05) (1.83-2.19) F92-2.31) (2.00 2.41}
(2.06 2.51) (2.09 2.58)
32
62.22 2.52)( 2.73)2.93 3-i1
3.32 3.45)-1.43)
60-minF1.2;
F(l.471"74) F(1.22,14) (2.D3-2.41) {2.30-2.74 2.49-2.97 (2.65 3.18) (2.80 3.38)
(2.96 3.61) (3.06-3.76
1'52
1.85 2.29 2.61 3A7 3.37 3.59 3.85
4.18 4.41
F2-hr
F(1.41-1.65)
F.7]-2.00) (2.12-2.48) (2.40-2.83) (2.76-3.25} (3.01-3.57) (3.24-3.87) (3.46-4.16)
(3.71�.52) (3.87-4.77 )
1.97 2.45 2.80 3.24 3.57 3.884.18
4.57 4.83
F3-hrF1�1-3-
1.77)
(1.83-2.14) (2.26-2.66) (2.58-3.D2} (2.9fi-3.50} (3.25-3.85) F(3.51-4,18) (3.75-4.51)
(4A5-4.93) (4.24-5.22)
7
238 2.96 3.39 3.96 4.40 4.83 5.26
2 3.15)
F6-hrF(1,22
(2.20 2.59) (2.73 3.22) (3.12-3.68} (3.62-4.28) (3.99-4.75) (4.34 5.20) (4.68 5.66 }F(5.M.27)
F(5.74,72)
2'32
2.80 3.50 4.04 4.77 5.34 5.93 6.53
7734- 7.95{2.14
F12-hr
2.54)
{2.58 3.D7) (3.21 3.82} (3.7D�.40) (4.33-5.18} (4.81-5.78J (5.29 6.40) (5.75-7.04}
(6..90} F(6.78-8.56)
2 $0
3.39 4.22 4.88 5.76 6.45 7.16 7.88
8.86 9.63
24 hr
(2.61-3.02}
(3.15-3.fi4} (3.93 4.55) (4.52 5.26) (5.31 6.20) (5.94-6.9fi) (6.58 7.73} (7.21-8.52)
(8.06-9.61) (8.73 10.5)
3.26
3.92 4.85 5.56 6.51 7.25 7.99 8.75
78 10.6
2-day
(3D4-3.50}(3.66�.2D)
(4.52-5.20) (5.18 5.96) (6.04 6.97 (6.71-7.78) (7.37-8.59) (8.05-9.43}
)
F9�-14.fi) (9.62-11.4)
3.46
4.15 .11 5.86 6.85 7.64 8.43 9.24
10.3 11.2
3-dayF(3.2
4-3.7D)
F(3.89 4.45) 8-5.48) (5.47-6.27) (6.3$-7.34) {7.08-8.20) (7.79-9.07 (8.50-9.96)
F(4.7)
F(9,46-11.2} (10.2-12.1)
4-dayF(3.4
3.65
4.38
F(4.11�.69)
5.38
6.16 7.20 8.03
F
8.87 9.72
10.9 11.$
3-3.91)
(5.04-5.76)
6 6.59) (6.71-7.71) (7.46-8.62 )
(8.21-9.55) (8.96-10.5)
(9.98 11.8}
4.19
5.00
6
6.90 8.03 8.92
9.83 10.8
12A
13.0
7�ay
(3.954.47)
(4.7D-5.33)
F6TO.45)
(6.477.34) {7.51-8.56 (8.31-9.52 )
)
( 9.7310.5) (9.95-11.5)
(11.112.9) 1
(11.914.D)
4.77
5.66
6.79
7.68 8.87 9.81
10.7 11.7
.0
14.0
F10-day
(4.51-5.05)
(5.36-6.00)
(6.42-719 }
(7.25-8.13} F(8.35-9.39 (9.2D-10.4)
)
(10.0 11.4) (10.9 12.5)
F(12'-13.9)
{12.9 15.0)
6.41
7.56
8.93
10.0 11.5 12.7
73.9 15.1
76.7
18(7.18-7.9fi}(8.48-9.40
F20�ay
)
(9.49-10.5) (10.9-12.1 (11.9-13.4}
)
(13.D-14.7} (14.1-]6.0 )
(15.5-17.8 }
F(16.6 19.2)
7.94
.33
70.8
12.0 13.5 14.7
.917.018.6
19.8
30-day
F9-
1-9.75)
{10.317.3)
F1.4-12.5 12.9-14.1) (13.9-15.4)
) (
F(15'01fi.6) (16.1-17.9)
(17.5-19.6)
(18.5-20.9)
11.7
13.4
14.7 16.4 17.7
19.0 20.2
.9
23.2
[;'�ayF(9g'9$
8-10.4)
(11.2-12.2)
{12.8-13.9)
(14.0-15.3) (15.6-17.1) (16.9-18.5)
(18.0-19.8} (79.2 21.2)
F(2723.0)
{21.8-24.5)
11.9
13.9
15.7
17.0 18.8 20.1
21.3 22.6
24.1
25.3
60-dayF(l
512.4}
(13.4-14.5)
{15.1 16.3)
(16.4-17.7 (18A-19.5) (19.3-20.9 )
)
(2D.4 22.3) (21.5-23.6)
(23.0-25.3 )
(24.0 26.6)
Precipitation frequency (PF) estimates in this table are based an frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top

PF graphical
im
a
Aj
CL
w
c 15
:u
Q.
Z 10
IT
a
PDS-based depth -duration -frequency (DDF) curves
Latitude: 35.82620, Longitude:-80.250711
... ... ... ... l
r
_... .............. ... .... .. _
L
-Y
-0 'a
-0-0
-0
-0
-0-0
N f�1
U 1
O
Ln
O
O
N
N
A 4
h. O
O
O
LA O
N
(n
r w
Duration
30
IR
1.1
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval (years)
NOAA Atlas 14, Volume 2, Version 3 Created (GMT): Sun Dec 5 16:57:07 2021
Back to Too
Maps & aerials
Small scale terrain
Average recurrence
interval
(years)
— 1
2
— 5
10
— 25
50
100
— 200
500
1000
Duration
— 5{nin
— 2-day
— 10-tin
— 3-day
15-min
— )-day
— 30-min
— ?-day
— 50-rain
— 10-day
— 2-hr
— 20-day
— 3-hr
— 30-day
— 6-hr
— 45-day
— 12-hr
— 60-day
24-hr

SWALE
NO.
AREA
I
14
G
4
(12L
BOTTOM
WIDTH
LT
SS
RT
SS
LINING
SLOPEI MATERIAL
n
DEPTH
VEL
SHEAR
STRESS
WP
A
1-13
1.17
6.9
0.7
5.2
1.0
3:1
3:1
2.0%
VEGETATED
0.035
0.38
3.51
0.47
3.4
1.5
1-12
1.41
6.9
0.7
6.3
1.0
3:1
3:1
2.0%
VEGETATED
0.035
0.44
3.61
0.54
3.8
1.7
1-11
0.86
6.9
0.7
3.9
1.0
3:1
3:1
2.6%
VEGETATED
0.035
0.26
3.68
0.42
2.6
1.0
1-10A
1.20
6.9
0.7
5.4
1.0
3:1
3:1
2.6%
VEGETATED
0.035
0.34
3.93
0.55
3.2
1.4
1-108
1.79
6.9
0.7
8.0
1.0
3:1
3:1
2.60A
VEGETATED
0.035
0.48
4.18
0.78 1
4.0
1.9
1-9A
0.39 1
6.9
0.7
1.7
1.0
3:1
3:1
5%
VEGETATED
0.035
0.12
3.86
0.34
1.7
0.5
1-9B
0.85
6.9
0.7
3.8
1.0
3:1
3:1
5%
VEGETATED
0.0351
0.20 1
4.69
0.61
2.3
0.8
1-8.1
0.14
6.9
0.7
0.6
1.0
3:1
3:1
7%
VEGETATED
0.035
0.05 1
3.30
0.23
1.3
0.2
1-8.2
0.86
6.9
0.7
3.9
1.0
3:1
3:1
5%
VEGETATED
0.035
0.21
4.69
0.61
2.3
0.8
1-7A-A
0.40
6.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.11
3.99
0.36
1.7
0A
1-7A-8
1.42
6.9
0.7
6.4
2.0
3:1
3:1
5%
VEGETATED
0.036
0.26
4.92
0.86
3.6
1.3
IIJA
0.40
6.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.11
4.02
0.37
1.7
0.4
1-7B
0.97 16.9
0.7
4.4
1.0
3:1
3:1
5%
VEGETATED
0.035
0.22
5.01
0.72
2.4
0.9
1-6A
0.32 16.9
0.7
1.4
1.0
3:1
3:1
6%
VEGETATED
0.035
0.09
3.94
0.34
1.6
0.4
1-613
0.39 16,9
0.7
1.7
1.0
3:1
3:1
6%
VEGETATED
0.035
0.11
4.20
0.40
1.7
0.4
1-5A
0.40
6.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.11
3.93
0.36
1.7
0.5
1-58
0.70
6.9.0.7
3.1
1.0
3:1
3:1
5%
VEGETATED
0.035
0.17
4.55
0.54
2.1
0.7
1.4
0.10
6.9
0.7
0.4
1.0
3:1
3:1
10%
VEGETATED
0.035
0.04
3.18
0.22
1.2
0.1
1-3
1.16
6.9
0.7
5.2
2.5
3:1
3:1
8%
VEGETATED
0.035
0.19
5.07
0.91
3.7
1.0
1-2A
0.24
6.9
0.7
1.1
1.0
3:1.3
:1
8%
VEGETATED
0.0351
0.07 1
3.96
0.34
1.4
0.3
1-2B
0.78
6.9
0.7
3.5
2.0
3:1
3:1
8%
VEGETATED
0.035
0.15
4.74
0.72
2.9
0.7
1-1A
0,24
6.9
0.7
1.1
1.0
3:1
3:1
8%
VEGETATED
0.035
0.07
4.03
0.36
1.4
0.3
1-18
0.44
6.9
0.7
2.0
1.0
3:1
3:1
8%
VEGETATED
0.035
0.10
4.83
0.53
1.7
0.4
EX B
0.15
6.9
0.7
0.7
1.0
3 :1
3 : 1
10%
VEGETATED
0.035
0.05
3.74
0.30
1.3
0.2
EX A
0.50
6.9
0.7
2.2
1.0
3 :1
3 : 1
2%
VEGETATED
0.035
0.21
2.64
0.20
2.3
0.8
2-6
0.76
6.9
0.71
3.4
2.0
6:1
6:1
3%
VEGETATED
0.035
0.13
3.32
0.26
3.6
1.0
2-5
0.37
6.9
0.7
1.7
1.0
3:1
3:1
6%
VEGETATED
0.035
0.10
4.18
0.39
1.6
0.4
24A
0.29
6.9
0.7
1.3
1.0
3:1.3
:1
7%
VEGETATED
0,035
0.08
4.12
0.37
1.5
0.3
2.4B
0.36
6.9
0.7
1.6
1.0
3:1
3 :11
M
VEGETATED
0.035
0.09
4.38
0.42
1.6
0.4
2-3A
0.40
6.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.11
3.99
0.36
1.7
0.4
2-3B
0.92
6.9
0.7
4.1
1.0
3:1
3:1
5%
VEGETATED
0,035
0.21
4.95
0.69
2.3
0.8
2.2A
0.40 16.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.11
4.00
0.37
1.7
0.4
2.26
0.61
16..9
0.7
2.7
1.0
3:1
3:1
5%
VEGETATED
0.035
0.15
4.50
0.51
2.0
0.6
4-7A
0.40
16.9
0.7
1.8 1
1.0
3:1
3:1
50Jo
VEGETATED
0.035
0.11
3.98
0.36
1.7
0.4
4-7B
1.07
16.9
0.7
4.6
2.0
3:1
3:1
5%
VEGETATED
0.0351
0.21
4.52
0.69
3.3
1.1
4-6A
0.40
16.9
0.7
1.8
1.0
3 :1
3:1
5%
VEGETATED
0.0351
0.11
3.98
0.36
1.7
0.4
4-6B
1.08
16.9
0.7
4.8
2.0
3:1
3:1
5%
VEGETATED
0.0351
0,21
4.53
0.69
3.4
1.1
4.5A
0,40
6.9
0.7
1.8
1.0
3:1
3:1
5%
VEGETATED
0.035
0.12
4.02
0.37
1.7
0.5
4-68
0.81
16.9
0.7
2.7
1.0
3:1
3:1
5%
VEGETATED
0.035
0.15
4.46
0.50
2.0
0.6
44A
0.40
16.9
0.7
1.8
1.0
3:1
3:1
5010
VEGETATED
0.035
0.11
3.98
0.36
1.7
0.4
44B
0.80
1 6.9
0.7
3.6
1.0
3:1
3:1
50A
VEGETATED
0,035
0.19
4.76
0.61
2.2
0.8
4-3.1
0.48
16.9
0.71
2.1
1.0
3:1
3:1
6%
VEGETATED
0.035
0.12
4.46
0.46
1.7
0.5
4-3.2
0.50
6.9
0.7
2.2
1.0
3:1
3:1
4%
VEGETATED
0.035
0.15
3.70
0.34
2.0
0.6
5-9.1
0.30
6.9
0.7
1.3
1.0
3:1
3:1
4%
VEGETATED
0.035
0.11
3.27
0.24
1.7
0.4
5-9.2
1.49
6.9
0.7
6.7
1.0
3:1
3:1
1%
VEGETATED
0.035
0.57
2.92
0.43
4.6
2.3
5-8
1.33
6.9
0.7
6.0
1.0
3:1
3:1
1%
VEGETATED
0.035
0.52
2.88
0.39
4.3
2.1
5-7A
0.55
6.9
0.7
2.5
1.0
3:1
3:1
5%
VEGETATED
0.035
0.15
4.15
0.43
1.9
0.6
5-7B
2.01
6.9
0.7
9.0
2.5
3:1
3:1
5%
VEGETATED
0.035
0.33
4,93
0.95
4.6
1.6
5-6
0.49
6.9
0.7
2.2
1.0
3:1
3:1
5%
VEGETATED
0.035
0.14
4.02
0.39
1.9
0.5
5-5.1
1.25
6.9
0.7
5.6
1.0
3:1
3:1
2%
VEGETATED
0.035
0.41
3.47
0.48
3.6
1.6
5 5.2A
1.00
6.9
0.7
4.5
1.0
3 : 1
3 :1
3%
VEGETATED
0.035
0.29
3.91
0.50
2.8
1.1
5-5.28
1.36
8.9
0.7
6.1
1.0
3:1
3:1
3%
VEGETATED
0.035
0.37
4.14
0.64
3.3
1.5
5-4.1
0.50
6.9
0.7
2.2
1.0
3:1
3:1
2%
VEGETATED
0.035
0.19
2.91
0.23
2.2
0.8
5-4.2
0.68
6.9
0.7
3.0
1.0
3:1
3:1
3%
VEGETATED
0.035
0.21
3.62
0.37
2.3
0.8
6-5
0.45
6.9
0.7
2.0
1.0
3:1
3:1
3%
VEGETATED
0.035
0.15
3.32
0.28
2.0
0.6
6-4.1
0.47
6.9
0.7
2.1
1.0
3:1
3:1
3%
VEGETATED
0.035
0.15
3.53
0.31
1.9
0.6
64.2
0.41
6.9
0.7
1.8
1.0
3:1
3:1
50k
VEGETATED
0.035
0.12
3.98
0.37
1.7
0.5
6-3
0.48
6.9
0.7
2.2
1.0
3:1
3:1
4%
VEGETATED
0.035
0.15
3.69
0.33
1.9
0.6
COS 4-1
4.99
6.9
0.7
22.4
6.0
3
1
3 1
2%
VEGETATED
0.035
0.61
4.08
0.76
9.9
5.5
COS 5-1
9.57
6.9
0.7
42.9
8.0
3
1
3 1
2%
VEGETATED
0.035
0.83
4.70
1.04
13.2
9.1
COS 6-1
2.25
6.9
0.7
10.1
6.0
3
1
3 1
2%
VEGETATED
0.035
0.35
3.18
0.44
8.2
3.2
LINER MAX.. VELOCITY VEG. VELOCITY
5.5 FPS 5.5 FPS
7.0 FPS 7.0 FPS
6.0 FPS 10 FPS
7.0 FPS 12 FPS
8.0 FPS 15 FPS
MAX. SHEAR
EXCEL R-1
1.6 PSF
EXCEL S-2
2.0 PSF
EXCEL PP5-8
1.5 PSF
EXCEL PP5-10
2.3 PSF
EXCEL PP5-12
2.7 PSF