armory environmental assessment final draft lf - 24" rcp @ 5.4% ie = 776.00 nwsel = 776 100 yr...
TRANSCRIPT
ALTERNTATIVE 13 - WESTHAVEN GOLF COURSEDETENTION AND UPSTREAM DIVERSION COMPONENTNORTH BRANCH CAMPBELL CREEK STORMWATER STUDYADDENDUM NO. 1CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN
FIGURE 4.03-11-382.030
Dickenson Ave
940' - 21" RCP @ 0.82%
Existing Ditch
Railroad TracksIE = 790.51 (W)IE = 791.51 (E)
IE = 775.90
570 LF - 18" RCP@ 0.016%
15" AEWEL = 775.50
For Local Drainage
IE = 774.95
555 LF - 15" RCP@ 0.10%
75' Buffer
IE = 776.0
IE = 776.32
IE = 778.22 (E)IE = 779.22 (N)
436.5 LF - 12" RCP @ 0.55%
NWSEL = 776.00
IE = 811.23(In Ditch)
262 LF - 24" RCP @ 2.2%
374 LF - 30" RCP @ 2.2%
IE = 786.00
NWSEL = 786.00
1433.5' - 18" RCP @ 0.7%
IE = 776.0
156 LF - 24" RCP@ 0.05%
10' Wide Bike Path
399 LF - 12" RCP @ 0.20%
IE = 776.78 (N)IE = 777.78 (E)
IE = 776.00
Universal St
S W
esth
ave
n D
r
Maricopa D
r
Ma
ricop
a D
r
Allerto
n Dr
Co
vin
gto
n D
r
Cu
mb
erla
nd
Tra
il
S W
ash
burn
St
W 20th Ave
IE = 803.47164 LF - 30" RCP @ 2.2%
IE = 797.75
IE = 794.17
366 LF - 12" RCP @ 1.2%
100 YRWSEL = 791.26Top of Berm
ELEV = 793.25
IE = 786.00
IE = 776.00
IE = 776.24 (S, W)IE = 777.24 (E)
553 LF - 12" RCP@ 0.045%IE = 776.13
IE = 775.65
29.4 LF - 24" RCP @ 5.4%
IE = 776.00
NWSEL = 776
100 YR WSEL = 780.45
Top of BermELEV = 762.09
75' Buffer
Provide DrainageSwale Around Berm
553 LF - 12" RCP@ 0.045%
1350' - Ditch @ 1.0%
IE = 786.00
Bulkhead ExistingStorm Sewer to East
Power Poles (TYP.)
Overhead PowerLines (TYP.)
SpillwayIE = 791.00
Cambell Creek
Div
ers
ion
Return
42
6
24
10
12
27
1930
21 5031
8
0
18
15
2516
30
15
8
30
12
18
30
42
12
18
12
824
8
15 12
21
15
18
12
15
12
18
8
15
30
630
4215
18
2516
24
815
27
12
27
5031
12
12
15
15
8
8
2721
12
8
30
15
12
12
8
12
12
10
12
12
8
12
1224
42
8
15
15
12
12
12
12
21
15
30
27
18
15
5031
12
12
15
108
8
30
12
12
10
18
12
12
1288
8
18
8
18
12
15
18
12
15
8
8
8
15
27
18
12
8
12
12
30
12
0
12
12
42
18
18
18
15
12
18
18
12
24
88
8
12
12
18
24
12
15
8
15
1515
8
30
8
21
15
24
12
21
12
21
12
15
8
12
15
12
30
15
21
30
18
15
12
8
15
12
15
12
15
15
18 12
18
12
27
15
12
8
8
12
1212
21
18
12
18
15
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0 400 800200 Feet
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LegendDrainage Basin Boundary
Parcel
Storm Manhole
Storm Sewer
Culvert
Water Valve
Water Main
Sanitary Manhole
Sanitary Sewer
Proposed Detention
Proposed Pipe