830014_Lagoon Marker Design_20220920

Operator: T.G. Gibson County: Scotland
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
• 0 sows (farrow to finish)
\ 0 sows (farrow to feeder)
4320 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
X 1417 lbs.
x 522 Ibs.
x 135 Ibs.
X 433 lbs.
X 30 Ibs.
07/20/94
1200.0 feet
0 Ibs
0 Ibs
583200 Ibs
= 0 Ibs
0 Ibs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 583200 Ibs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/Ib. ALW
Volume = 583200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet d�(Dom
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----
Inside top width (feet)--�---
Top of dike elevation (feet)
Bottom of lagoon elevation (feet) —
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidai formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
309.0 309.0
AREA OF BOTTOM
LENGTH * WIDTH =
243.0 243.0
583200 Ibs
ZeQ�/si iUS U k.witt6
315.0
315.0
37.2 .
25.2
1.0
3.0 : 1
LENGTH WIDTH DEPTH
309.0 309.0 11.0
95481 (AREA OF TOP)
59049 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
276.0 276.0 304704 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
95481.0 304704.0 59049.0
Total Designed Volume Available =
fvk — 4.1.cb s
1.8
841929 CU. FT.

5. TEMPORARY STORAGE f .2UIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
315.0 315.0
Buildings (roof and lot water)
99225.0 square feet
0.0 square feet Describe this area.
TOTAL DA 99225.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume =
Volume =
5B. Volume of wash water
1.37
583200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
1085312 gals. or 142421.4 cubic feet •
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall -- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 57881.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 57881.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 142421 cubic feet
5B. 0 cubic feet
5C. 57881 cubic feet
5D. 57881 cubic feet
TOTAL 258184 cubic feet
6. SUMMARY
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
> 180 days
7.0 inches
7.0 inches
Side slopes
Inside top length >
Inside top width >
Top of dike elevation >
Bottom of lagoon elevation >
Total required volume .>
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
Start pumping elev.
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
Volume at start pumping elevation==== >
Required volume to be pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY:/(L
c r �L� APPROVED BY:
DATE: 7- a e - f,/ DATE: 7rz&114,..,
> 1.0 feet
> 3.0 :1
315.0 feet
315.0 feet
37.2 feet
25.2 feet
841384 cu.ft.
841929 cu. ft.
`1Atr0 feet
.33.'Z. '33.3 feet
zgy26:9-feet
31.2 feet
583200 cu. ft.
582035 cu.ft.
> 35.55 35.6 feet
784048 cu. ft.
783441 cu. ft.
200303 cu.ft.
201406 cu.ft.
1.8 feet
k.
* QK
*
FE° 5c
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
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