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Home My WebLink About420002_Waste Utilization Plan_20220126 (2)Operator: Fishing Creek #1 L County: Halifax Date: 01/21/22 ❑istance to nearest residence (other than owner): 0.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 14171bs. = 0 Ibs 0 sows (farrow to feeder) x 522 Ibs. = 0 Ibs 6836 head (finishing only) x 115 lbs. = 786140 Ibs 0 sows (farrow to wean) x 433 lbs. = 0 Ibs 0 head (wean to feeder) x 301bs. = 0 lbs Describe other : 0 Total Average Live Weight = 786140 Ibs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 786140 lbs. ALW x Treatment Volume(CF)1Ib. ALW Treatment Volume(CF)/Ib. ALW = 1 CF/Ib. ALW Volume = 786140 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 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 prismoidal formula 550.0 228.5 76.1 64.0 1.0 2.5 1 SSIENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 545.0 223.5 11.1 AREA OF TOP LENGTH *WIDTH = 545.0 223.5 AREA OF BOTTOM LENGTH * WIDTH = 489.5 168.0 AREA OF MIDSECTION LENGTH *WIDTH * 4 517.3 195.8 121808 (AREA OF TOP) 82236 (AREA OF BOTTOM) 405007 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 121807.5 405006.8 82236.E 1.9 Total Designed Volume Available = 1126743 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 550.0 228.5 125675.0 square feet Buildings (roof and lot water) 0.0 square feet TOTAL DA 125675.0 square feet Design temporary storage period to riod to b e 5A. Volume of waste produced Feces & urine production in gaiiday per 135 Ib. ALW Describe this area. 150 days. 1.37 Volume = 786140 lbs. ALW/135 lbs. ALW* 1.37 gal/day 150 days Volume = 1196680 gals. or 159983.9 cubic feet 5B. Volume of wash water 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 = Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 150 days excess rainfall Volume = 9.4 in * DA 112 inches per foot Volume = 98445.4 cubic feet 5D. Volume of 25 year - 24 hour storm 9.4 inches 0.0 gallons/day * 150 days storage/7.48 gallons per CF Volume = 6.7 inches / 12 inches per foot * DA Volume = 70168.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 159984 cubic feet 5B. 0 cubic feet 5C. 98445 cubic feet 5D. 70169 cubic feet TOTAL 328598 cubic feet 6. SUMMARY Temporary storage period > 150 days Rainfall in excess of evaporation > 9.4 inches 25 year - 24 hour rainfall > 6.7 inches Freeboard > 1.0 feet Side slopes > 2.5 : 1 Inside top length > 550.0 feet Inside top width > 228.5 feet Top of dike elevation > 76.1 feet Bottom of lagoon elevation > 64.0 feet Total required volume > 1114738 cu. ft. Actual design volume > 1126743 cu. ft. Seasonal high watertable elevation (SHWT)===> 60.0 feet Stop pumping elev. > 72.2 feet Must be > or = to the SHWT elev. > 60.0 feet Must be > or = to min. req. treatment el.=> 70.0 feet Required minimum treatment volume > 786140 cu. ft. Volume at stop pumping elevation > 787239 cu. ft. Start pumping elev. > 74.5 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 1056574 cu. ft. Volume at start pumping elevation a 1053153 cu. ft. Required volume to be pumped a 258429 cu. ft. Actual volume planned to be pumped > 265914 cu, ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BYVED BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS:fl/Lc �/ Operator: Fishing Creek #2 U County: Halifax Date: 01121 /22 Distance to nearest residence (other than owner): 0.0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 saws (farrow to finish) x 14171bs. = 0 Ibs 0 sows (farrow to feeder) x 522 Ibs. = 0 Ibs 5240 head (finishing only) x 115 lbs. = 602600 Ibs 0 sows (farrow to wean) x 433 lbs. = 0 Ibs 0 head (wean to feeder) x 301bs. = 0 Ibs Describe other : 0 Total Average Live Weight = 602600 Ibs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 602600 lbs. ALW x Treatment Volume(CF}Jib. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 602600 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 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 prismoidal formula 618.0 156.5 86.1 73.0 1.0 2.5 1 SSIENDI SS/END2 SS/SIDE1 55151DE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 613.0 151.5 12.1 AREA OF TOP LENGTH * WIDTH = 613.0 151.5 92870 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH 552.5 91.0 50278 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH *WIDTH * 4 582.8 121.3 282634 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 92869.5 282633.8 50277.5 2.0 Total Designed Volume Available = 858658 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length *Width = 618.0 156.5 96717.0 square feet Buildings (roof and lot water) 0.0 square feet TOTAL DA 96717.0 square feet Design temporary storage period to rind to b e 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW Describe this area. 150 days. 1.37 Volume = 602600 Ibs. ALW/135 lbs. ALW * 1.37 gal/day 150 days Volume = 917291 gals. or 122632.5 cubic feet 5B. Volume of wash water 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 Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 150 days excess rainfall Volume = 9.4 in z DA l 12 inches per foot Volume = 75761.7 cubic feet 5D. Volume of 25 year - 24 hour storm 9.4 inches 0.0 gallons/day * 150 days storagel7.48 gallons per CF Volume = 6.7 inches / 12 inches per foot * DA Volume = 54000.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 122633 cubic feet 5B. 0 cubic feet 5C. 75762 cubic feet 5D. 54000 cubic feet TOTAL 252394 cubic feet 6. SUMMARY Temporary storage period › 150 days Rainfall in excess of evaporation n 9.4 inches 25 year - 24 hour rainfall > 6.7 inches Freeboard > 1.0 feet Side slopes > 2.5 : 1 Inside top length > 618.0 feet Inside top width > 156.5 feet Top of dike elevation > 86.1 feet Bottom of lagoon elevation > 73.0 feet Total required volume > 854994 cu. ft. Actual design volume > 858658 cu. ft. Seasonal high watertable elevation (SHWT)===> 44.0 feet Stop pumping elev. > 82.2 feet Must be > or = to the SHWT elev. > 44.0 feet Must be > or = to min. req. treatment el.=> 79.0 feet Required minimum treatment volume > 602600 cu. ft. Volume at stop pumping elevation > 605207 cu. ft. Start pumping elev. > 84.5 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 804658 cu. ft. Volume at start pumping elevation > 803622 cu. ft. Required volume to be pumped > 198394 cu. ft. Actual volume planned to be pumped > 198416 cu. ft. Min. thickness of soil liner when required==> 1.9 feet 7. DESIGNED B AP.POVED BY: DATE: DATE: NOTE; SEE ATTACH D WASTE UTILIZATION PLAN COMMENTS: 5- �};.4_• 6