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LEGEND
1060- EXISTING CONTOUR -MAJOR
-- ---1060-- --- EXISTING CONTOUR -MINOR
PROPERTY LINE
DRAINAGE BASIN BOUNDARY
0.08 AC DRAINAGE BASIN IDENTIFIER
VA
20
C.
C.
".0
1:�_
'HIC SCALE FEEL
REVISIONS
�
CONSTRUCTION
PSC COMPANIES
S 5TH ST & GRANT ST
BLAIR, NEBRASKA
PROJECT E: 220028.00
embris ISSUE DATE: oe-oa2oz2
DESIGNED BY: Aw
DRAWN 1: 1
G- R U P
SHEEE-D
PRE -DEVELOPMENT
SITE
SHEET 01 OF 01
LEGEND
--'060- EXIST I NO CONTOUR - MAJOR
-- ---'060-^ -- EXISTING CONTOUR - MINOR
-1060- PROPOSED CONTOUR - MAJOR
-1060- PROPOSED CONTOUR - MINOR
PROPERTY UNE
DRAINAGE BASIN BOUNDARY
1 DRAINAGE BASIN IDENTIFIER
0.08 AC
I_J
%e
GRAPHIC SCALE : FEE
1
1
W
W
cr
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REVISIONS
CONSTRUCTION
PSC COMPANIES
S 5TH ST &GRANT ST
BLAIR, NEBRASKA
em ris
GROUP
PROJECT NO: 220028.00 SHEETTITLE
ISSUE DATE: od2wsG2z POST-DEVELOPMEN'
DESIGNED BY AW SITE
DRAWN BY: AW
SHEE
01 OF 01
0
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Do
s Hydrologic Soil Group—Washington County, Nebraska
(PSC Building Site, Blair, NE)
740210 74-60 740310 740360 740110 740960 740510 74rfFn-7wria
41° 3, 33" N ISI
r
3
_ C
Ills .rte C1
410 32' 22" N I - I - - - _.—I_ .
740210 740260 740310 740087 740410 740960 740510 740:50
3
F Map Scale: 1:2,510 if printed on A landscape (11"x8.5") sheet
N Meters
0 35 70 140 210
0 100 200 400 600
k
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 14N WGS84
uSDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
740610 740560
b
rn
l66D 740710
T- I - 1
41° 32'33"N
410 32' 22" N
740710
3
a
5/18/2022
Page 1 of 4
Hydrologic Soil Group—Washington County, Nebraska
(PSC Building Site, Blair, NE)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
0
C
The soil surveys that comprise your A01 were mapped at
—
Area of Interest (AOI)
13
C/D
1:12,000.
Soils
13
D
Warning: Soil Map may not be valid at this scale.
Soil Rating Polygons
A
p
Not rated or not available
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
A/D
water Features
line placement. The maps do not show the small areas of
_
Streams and Canals
contrasting soils that could have been shown at a more detailed
B
scale.
Transportation
B/D
a -g-+
Rails
Please rely on the bar scale on each map sheet for map
Q
Cmeasurements.
,,.,,.+
Interstate Highways
0
C/D
US Routes
Source of Map: Natural Resources Conservation Service
D
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
0
Not rated or not available
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Soil Rating Lines
Background
projection, which preserves direction and shape but distorts
A
distance and area. A projection that preserves area, such as the
®
Aerial Photography
Albers equal-area conic projection, should be used if more
A/D
accurate calculations of distance or area are required.
r+r
B
This product is generated from the USDA-NRCS certified data as
ry
B/D
of the version date(s) listed below.
C
Soil Survey Area: Washington County, Nebraska
j.
Survey Area Data: Version 20, Sep 14, 2021
Soil map units are labeled (as space allows) for map scales
D
1:50,000 or larger.
r
Not rated or not available
Date(s) aerial images were photographed: Jun 1, 2021—Nov 21,
2021
Soil Rating Points
G
A
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
O
A/D
imagery displayed on these maps. As a result, some minor
B
shifting of map unit boundaries may be evident.
B/D
USDA Natural Resources Web Soil Survey 5/18/2022
Conservation Service National Cooperative Soil Survey Page 2 of 4
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Hydraflow Storm Sewers Extension for Autodesk® Civil 3D® Plan
Project File: PSC STORM OUTFALL.stm
Outfall
Number of lines: 4 1 Date: 6/20/2022
Storm Sewers v2022.00
Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J -Loss
Inlet/
Line
Length
angle
Type
Q
Area
Coeff
Time
EI Dn
Slope
EI Up
Size
Shape
Value
Coeff
Rim EI
No.
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ft)
1
End
20.000
135.000
MH
0.00
0.00
0.00
0.0
1024.50
3.00
1025.10
24
Cir
0.024
0.73
1032.13
1
2
1
56.613
42.831
MH
0.00
0.00
0.00
0.0
1025.60
47.52
1052.50
18
Cir
0.012
0.78
1056.87
2
3
2
5.000
-45.000
MH
14.00
0.00
0.00
0.0
1052.50
2.00
1052.60
18
Cir
0.012
1.00
1054.16
3
4
2
37.322
47.732
MH
7.23
0.00
0.00
0.0
1052.50
4.69
1054.25
18
Cir
0.012
1.00
1060.50
4
Project File: PSC STORM OUTFALL.stm
Number of lines: 4
Date: 6/20/2022
Storm Sewers v2022.00
Structure Report
Page 1
Struct
Structure ID
Junction
Rim
Structure
Line Out
Line In
No.
Type
Elev
Shape
Length
Width
Size
Shape
Invert
Size
Shape
Invert
(ft)
(ft)
(ft)
(in)
(ft)
(in)
(ft)
1
MH1
Manhole
1032.13
Cir
4.00
4.00
24
Cir
1025.10
18
Cir
1025.60
2
MH2
Manhole
1056.87
Cir
4.00
4.00
18
Cir
1052.50
18
Cir
1052.50
18
Cir
1052.50
3
PIPE CAP (FUTURE CONN.
Manhole
1054.16
Rect
0.00
0.00
18
Cir
1052.60
4
BASIN OUTLET STR
Manhole
1060.50
Cir
4.00
4.00
18
Cir
1054.25
Project File: PSC STORM OUTFALL.stm
Number of Structures: 4
Run Date: 6/20/2022
Storm Sewers v2022.00
Storm Sewer Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
HGL
Dns
Junction
No.
rate
Size
shape
length
EL Dn
EL Up
Slope
Down
Up
loss
Junct
Line
Type
(cfs)
(in)
(ft)
(ft)
(ft)
M
(ft)
(ft)
(ft)
(ft)
No.
1
1
21.23
24
Cir
20.000
1024.50
1025.10
3.000
1027.00'
1027.60'
0.52
1028.12
End
Manhole
2
2
21.23
18
Cir
56.613
1025.60
1052.50
47.516
1028.12
1053.97
n/a
1053.97 j
1
Manhole
3
3
14.00
18
Cir
5.000
1052.50
1052.60
2.000
1053.97
1053.98
n/a
1053.98 j
2
Manhole
4
4
7.23
18
Cir
37.322
1052.50
1054.25
4.689
1053.97
1055.29
n/a
1055.29 j
2
Manhole
Project File: PSC STORM OUTFALL.stm
Number of lines: 4
Run Date: 6/20/2022
NOTES: Return period = 100 Yrs. ; *Surcharged (HGL above crown). ; j - Line contains hyd. jump.
Storm Sewers v2022.00
Results
Page 1
Line
Line
Drng
Runoff
Incr
Total
Pipe
Tc
i
Incr
i
Flow
Line
Line
Line
Capac
Hw
Vel
Vel
Energy
No.
ID
Area
Coeff
CxA
CxA
Travel
Inlet
Q
Sys
Rate
Slope
Length
Size
Full
Ave
Dn
Loss
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(in/hr)
(cfs)
(%}
(ft)
(in)
(cfs)
(ft)
MIS)
(ft/s)
(ft)
1
1
0.00
0.00
0.00
0.00
0.05
0.2
0.00
0.00
0.00
21.23
3.00
20.000
24
21.22
3.02
6.76
6.76
0.601
2
2
0.00
0.00
0.00
0.00
0.08
0.2
0.00
0.00
0.00
21.23
47.52
56.613
18
78.42
1.47
12.04
12.02
1.875
3
3
0.00
0.00
0.00
0.00
0.01
0.0
0.00
14.00
0.00
14.00
2.00
5.000
18
16.09
1.38
8.09
7.95
0.000
4
4
0.00
0.00
0.00
0.00
0.15
0.0
0.00
7.23
0.00
7.23
4.69
37.322
18
24.63
1.04
4.82
4.11
_T_
0.000
Project File: PSC STORM OUTFALL.stm
Number of lines: 4
Date: 6/20/2022
NOTES: Intensity = 127.16 /(Inlet time + 17.80) A 0.82 -Return period= 100 Yrs. ; "" Critical depth
Storm Sewers
Hydraulic Grade Line Computations
Page 1
Line
Size
Q
Downstream
Len
Upstream
Check
JL
Minor
coeff
loss
Invert
HGL
Depth
Area
Vel
Vel
EGL
Sf
Invert
HGL
Depth
Area
Vel
Vel
EGL
Sf
Ave
Enrgy
elev
elev
head
elev
elev
elev
head
elev
Sf
loss
(in)
(Cfs)
(ft)
(ft)
(ft)
(sgft)
(ft1s)
(ft)
(ft)
M
(ft)
(ft)
(ft)
(ft)
(sgft)
(ft/s)
(ft)
(ft)
(°/n)
M
(ft)
(K)
(ft)
1
24
21.23
1024.50
1027.00
2.00
3.14
6.76
0.71
1027.71
3.004
20.000
1025.10
1027.60
2.00
3.14
6.76
0.71
1028.31
3.003
3.004
0.601
0.73
0.52
2
18
21.23
1025.60
1028.12
1.50
1.76
12.02
2.24
1030.36
3.484
56.613
1052.50
1053.97 j
1.47-
1.76
12.06
2.26
1056.24
3.138
3.311
n/a
0.78
1.76
3
18
14.00
1052.50
1053.97
1.47
1.70
7.95
1.05
1055.03
0.000
5.000
1052.60
1053.98j
1.38'*
1.70
8.23
1.05
1055.03
0.000
0.000
n/a
1.00
n/a
4
18
7.23
1052.50
1053.97
1.47
1.31
4.11
0.47
1054.45
0.000
37.322
1054.25
1055.29 j
1.04`*
1.31
5.53
0.47
1055.77
0.000
0.000
n/a
1.00
n/a
Project File: PSC STORM OUTFALL.stm
Number of lines: 4
Run Date: 6/20/2022
Notes: ; " Critical depth.; j -Line contains hyd. jump c = cir e = ellip b = box
Storm Sewers v2022.00
Storm Sewer Profile
Elev. (ft)
1085.00
1071.00
1057.00
1043.00
1029.00
1015.00
0
Proj. file: PSC STORM OUTFALL.stm
N V
c c OS S OS —0
1085.00
1071.00
1057.00
1141,1010161
1029.00
1015.00
10 20 30 40 50 60 70 80 90 100 110 120
HGL EGL Reach (ft)
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