820556_Complete File - Historical_20131227 (2)

No. of animals
weight per head
Total SSLW
Req. Treat Vol
Treatment Avail
Difference
must be >= 0
Sturcture Name
Designer Name
Dste
l
/ 2- 27 -13
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Top Elevation
Bottom Elevation
Water Table
Bottom Measurements
Length
Width
Area
Volume
462 ft
102 ft
47124 sq ft
12 ft
3 :1
52 ft
42 ft
47.5 ft
390 ft
30 ft
11700 sq ft
342576 cu ft
Required for Treatment
none required for storage pond
815 head
1400 Ibs
1141000 Ibs
0 cu ft
y2
Treatment Volume Calculations
91500 cu ft
91500 cu ft
K7• �
v
Volume Below Seasonal High
Length 420 ft
Width 60 ft
Area 25200 sq ft
Depth 5 ft
Side Slope 3 :1
Bottom Measurements
Length 390 ft
Width 30 ft
Area 11700 sq ft
Volume 91500 cu ft
* Note *
This system is a waste holding pond which requires no treatment volume.
The storage volume available for temporary waste must be above the seasonal high water table.
The holding pond may be pumped down to a level of seven feet below the top of the dike.
The volume available below the seven foot mark is below the seasonal high water table and
can not be included in the temporary volume calculation.

Temporary Waste
Days
gal/hd/day
Required Vol
Rainfall -Evaporation
60 day rain
Drainage Area
Required Vol
Total Required
Available
Difference
must be >= 0
rainfall
Drainage Area
rainfall
Required Vol
Available
Difference
must be >= 0
rainfall
Drainage Area
rainfall
Required Vol
Available
Difference
must be >= 0
Temporary Waste Storage Calculations
60 days
20.6 gal
1007340 gal
134671.123 cu ft
4.43 in
47124 sq ft
17396.61 cu ft
152067.733 cu ft
152088.807 cu ft
21.0737158 cu ft
Mininum Temporary Waste
Length
Width
Area
Depth
Side Slope
448.29 ft
88.29 ft
39579.52 sq ft
4.715 ft
3 :1
Bottom Meas. (top of seasonal high)
Length 420 ft
Width 60 ft
Area 25200 sq ft
Volume 152088.8 cu ft
25 Year 24 Hour Storm Volume Calculations
6.8 in
47124.00 sq ft
26703.60 cu ft
26703.60 cu ft
26743.705 cu ft
40.1050109 cu ft
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
452.238 ft
92.238 ft
41713.53 sq ft
0.658 ft
3 :1
Bottom Meas. (top of temporary)
Length 448.29 ft
Width 88.29 ft
Area 39579.52 sq ft
Volume 26743.71 cu ft
Additional 25 Year 24 Heavy Rainfall Volume Calculations
6.8 in
47124.00 sq ft
26703.60 cu ft
26703.60 cu ft
26799.4883 cu ft
95.89 cu ft
Heavy rainfall storm
Length
Width
Area
Depth
Side Slope
456 ft
96 ft
43776 sq ft
0.627 ft
3 :1
Bottom Meas. (top of 25 yr 24 hr)
Length 452.238 ft
Width 92.238 ft
Area 41713.53 sq ft
Volume 26799.49 cu ft

Freeboard
Mininum required
Available
Structural Freeboard Calculations
1ft
1ft
Structural Freeboard
Length 462 ft
Width 102 ft
Area 47124 sq ft
Depth 1 ft
Side Slope 3 :1
Bottom Meas. (top of heavy rainfall)
Length 456 ft
Width 96 ft
Area 43776 sq ft
Volume
Summary Of Volume Calculations
Total Available Capacity From Top of Dike
Total Available Depth From Top of Dike
Seasonal High Volume
Temmporary Waste Storage
25 yr 24 hr Rainfall Storage
Heavy Rainfall Storage
Structural Freeboard
Start Pump Marker Reading
Stop Pump Marker Reading
Volume (cu ft) Volume Sum
91500 91500
152088.8067 243588.8067
26743.70501 270332.5117
26799.48828 297132
45444 342576
28 inches N "
84 inches ,
342576 cu ft
12 ft
..17,
E
45444 cu ft
Depth (ft) Depth Sum
5.000
4.715 9.715
0.658 10.373
0.627 11.000
1.000 12.000
/2 o'