820556_Complete File - Historical_20131227 (4)

Sturcture Name
Designer Name
Dste
2.
/2- 2r1-' 3
Top Dike Measurements
Length
Width
Area
Depth
Side Slope
Top Elevation
Bottom Elevation
Water Table
197.9 ft
159.3 ft
31525.47 sq ft
9.2 ft
3 :1
50.7 ft
41.5 ft
43.5 ft
Bottom Measurements
Length 142.7 ft
Width 104.1 ft
Area 14855.07 sq ft
Volume 208678.356 cu ft
SD,-1
5TOP Ponta e i3,,C
Treatment Volume Calculations
4.13. 5
v
Required for Treatment Volume Below Seasonal High
none required for storage pond Length 420 ft
No. of animals 593 head Width 60 ft
weight per head 1400 Ibs Area 25200 sq ft 1
Total SSLW 830200 Ibs Depth 5 ft 1
Req. Treat Vol 0 cu ft Side Slope 3 :1
Treatment Avail
Difference
must be >= 0
32767.74 cu ft
32767.74 cu ft
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 7.2 feet below the top of the dike.
The volume available below the 7.2 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
Temporary Waste Storage Calculations
60 days
20.6 gal
732948 gal
97987.7005 cu ft
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
4.43 in
31525.47 sq ft
11638.1527 cu ft
109625.853 cu ft
109648.753 cu ft
22.8997116 cu ft
Length
Width
Area
Depth
Side Slope
Mininum Temporary Waste
184.262 ft
145.662 ft
26839.97 sq ft
4.927 ft
3 :1
Bottom Meas. (top of seasonal high)
Length 154.7 ft
Width 116.1 ft
Area 17960.67 sq ft
Volume 109648.8 cu ft
25 Year 24 Hour Storm Volume Calculations
6.8 in
31525.47 sq ft
17864.43 cu ft
17864.43 cu ft
17867.4556 cu ft
3.0226086 cu ft
Min 25 yr 24 hr storm
Length
Width
Area
Depth
Side Slope
188.162 ft
149.562 ft
28141.89 sq ft
0.65 ft
3 :1
Bottom Meas. (top of temporary)
Length 184.262 ft
Width 145.662 ft
Area 26839.97 sq ft
Volume 17867.46 cu ft
Additional 25 Year 24 Heavy Rainfall Volume Calculations
rainfall 6.8 in
Drainage Area 31525.47 sq ft
rainfall 17864.43 cu ft
Required Vol 17864.43 cu ft
Available 17928.5375 cu ft
Difference 64.10 cu ft
must be >= 0
Heavy rainfall storm
Length
Width
Area
Depth
Side Slope
191.9 ft
153.3 ft
29418.27 sq ft
0.623 ft
3 :1
Bottom Meas. (top of 25 yr 24 hr)
Length 188.162 ft
Width 149.562 ft
Area 28141.89 sq ft
Volume 17928.54 cu ft

Freeboard
Mininum required
Available
Structural Freeboard Calculations
1ft
1ft
Structural Freeboard
Length
Width
Area
Depth
Side Slope
197.9 ft
159.3 ft
31525.47 sq ft
1 ft
3 :1
Bottom Meas. (top of heavy rainfall)
Length 191.9 ft
Width 153.3 ft
Area 29418.27 sq ft
Volume 30465.87 cu ft
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
32767.74 32767.74
109648.7529 142416.4929
17867.45561 160283.9485
17928.53747 178212.486
30465.87 208678.356
208678.36 cu ft
9.2 ft
Depth (ft) Depth Sum
2.000
4.927
' 0.650
0.623
1.000
27 inches > 55 _ 53-
86 inches
q. 2 o "
6.927
7.577
8.200
9.200