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Home My WebLink About310234_Application_20240328 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS310234 2. Facility Name: MAC Farms 8-15 3. Pennittee's Name(same as on the Waste Management Plan): ZF arms LLC 4. Permittee's Mailing Address: 618 Kermit Warren Rd City: Mount Olive State: NC Zip: 28365-6954 Telephone Number: 919-738-7059 Ext. E-mail: 5. Facility's Physical Address: 1183 Beautancus Rd City: Mount Olive State: NC Zip: 28365 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): 8. Farm Manager's telephone number(include area code): 91 9.5s = 9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc 10. Operator Name(OIC): John Robert McClennv Phone No.: 919-658-0314 OIC#: 989922 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 5,820 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1-8 Lagoon 6/4/1993 Full,clay 1,189,471.00 140,400.00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required MRCS Standard specifications 2.A site map/schematic 3.Emergency Action Plan 4.Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list,please include the additional components with your submittal. (e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge_ I understand that, if all required parts of this application are not completed and that if all required supporting included,this application package will be returned tome as incomplete. q pporting information and attachments are not Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name(Print): b V ICAnl Title: Matt q e Signature: Date: G Name(Print): Title: Signature: Date: Name(Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Nutrient manage ejlit plan For Animal Waste Utilization 12-17-2 1 This plan has been prepared for: This plan has been developed by: Brack Family Farms Fac31234 Billy W.Houston Roy Allefs&Aidta J Brock Duplin,Soil& Water 1120 Beautancus Rd 165 Agriculture Dr. Suite B Aft. Olive, NC 28365 kenartsvilde, NC 2839 919-738-9360 910-296-2120 X=3 Developer Signature Type of Plan: Nitrogen Only with Manure OnIv Owner/Manager/Producer agreement I(ire)understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization playa for the farm named above. I have read and understand the Regaured Specifications concerning animal waste management that are included with this Ra. G&v Are(owner) Date ignature(manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-Natural Resources Conservation Service or the standard of practices adopted by the S,oil and Water Conservation Commission. Plan Approved By: 1 y Technical Specialist Signature Date -------------------- ------------------------------ Database Version 4.1 Date Printed: 12-17-2014 Cover Page 1 ....... Nutrients applied in accordance with this playa will be supplied from the following sou ree(s): Commercial Fertilizer is not included in this plan. Swine Feeder-Finish Lagoon Liquid waste generated 5,395,140 gals/year by a 5,82fI 1 anirrial Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately ISO days. Estimated Pounds of Plant Available Nitrogen Generated per Year �....."~^ Broadcast 9725 Incorporated 11670 Injected 11670 Irrigated 9 7 25 ,Max. vail. Actual PAN PAN Surplus./ Actual Volume Volume Surplus/ PAN(lbs) *, Applied Ohs) Deficit(lbs) �NApplied(Gallons' Deficit Gallons' Year 1 9,725 16225 6,500 _ � 6,564,846 �1,169,706 � Year 9,725 15891 -6,166 6,431,162 -1,036,022 - - ---------------------------------------- ------ - - Note: In source ID,S means standard source,U means user defined source. *Max. Available PAN is calculated on the basis of the actual application method(s)identified in the plan for tliis source. 350535 Database Version 4.1 Date Printed: 12-17-2014 Source Page I of I Narrative Tract 2446 fields 1,2 &3 are included using 75% or less of existing field acres. Mr. Brock may at times substitute cotton in the cropping rotation on these fields. When cotton is planted/OLbs N/Ac may be applied. If substituted for soybeans there will still be a PAN deficit of over 470 Lbs N; if substituted for com there will still he a PAN deficit of over 690 Lbs N. --------------------------------------------------------------- 35oS3s Database Version 4.1 Date Printed: 12-17-2014 Nan-ative Fate 1 of 1 The table shown below provides a St1n1nlary of the crops or rotations included in this elan for each field. realistic Yield estimates are also provided for each crop in the plan. In addition.,the Leaching Index for each field is shown, where available. Planned Crops Summary r Total Us ab?e Leaching Tract field Ares Acres tndeY(LI' 3 r Soil Series Crop Sequence RYE 2446 1 22.27I 15.95 N/A Norfo3c Corn,Grain 115 bu. I Wheat,Grain eY.,.... k 60 bu. F Soybeans,rvlanured,Double Crop 35 bn. 2446 2 3.48 2.31 N/A Norfolk Corn,Grain ' 115 bu. Wheat,Grain _ 60 bu. Soybeans,Nanumd,Double Crop I 35 bu. 2446 3 I3.16 9.53 N/A mm�Norfolk Corn,Grain 114 bu. �_.-- Wheat.Grain 60 bu. • Soybeans,Nranured,Double Crop 35 bu. 2452 iA 3.21 3.21 N/A Norfolk Bahiagrass Pasture - 4.9 Tons 2452 2A 5.88' 5.88 WR1/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tons 2452 �..__. A. 2.B 4.93 4.93 P1/F� Ailtq vine Small Grail Overseed 1.0 Tons �--- Hybrid Bern.udagrass Hay 5.5 Tons 2452 2C 2.02 2.02 N/A Autryville Small Grain Overseed µ 1 A Tons Hvbrid Benrudagrass Hay 5.5 Tons 2452 2D 1.72 1.72 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay � 6.5 Tons 2452 '2E 198 1.98 N/A Norfol:s Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tons 2452 2F 1.51 1.51 N/A Norforlr Srnall Crain Overseed l.o Tons s i Hybrid Bermudagrass Hay 6.5 Tons. 2452 3A 4.93 4.93 N/A jNodbik Small Grain Overseed 1.0 Tons hybrid Bermudagrass Hay 6.5 Tons 2452 3B 4.80 4.80 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Tans PLAN TOTALS: 69.89 _58.87 350535 Dana-base Version 4.1 Date Printed 12/17MI4 NOTE: Symbol *means user entered data. PCs Page 1 of 2 LI potertacrl L_rctckinq <2 Low potential to contribute to soluble T&Chnic al GuiGlCIFZCE' n g utrient leaching None �nelo�v the rootzone. >=2& Moderate potential to contribute to Nutrient lvlanagement(599)should be planned. <=1� soluble nutrient leaching below the root oDne. High Potential to contribute to soluble Nutrient Management(590)would be plartled. tither conservatior. ra c nutrient leaching below the root zone. the soils available water holding i that> 10 ,�capacityand improve nutrient use e fciencyslouldbeve considered. Examples alre Cover Crops(340 t s 1J28 p ) o scaver:ge nutrients,Sod-Based Rotations 3 --ong-Term No-Til 1(778),and edge-of-field practices such as Fi hoer Strips(393)and Riparian Forest Buyers(391). 350535 Database Version 4,3 Dane Printed 12i17/2014 NOTE: Symbol *means user entered data. PCS<'age 2 of 2 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields oftlle crops to be r of the number of acres of and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an e p gown,their nutrient requirements, other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid.and l i utr waste t g estimate of the.nitrogen amount being supplied by manure or order to supply the indicated quantity pf nitrogen from each source is also included. A balance of the total manure roduced an that will be applied pl each field in included in the table to ensure that the plan adequately provides fbr the utilization of the manure generated by the operation. d the total manure applied is Waste Utilization fable Year 1 Nitrogen Conu:t. Res. Manure Li rid rt. tbs/A' Send Liquid PA Be Solid ( ) PA [�anure.A Manure Manure Nutrient Nutrient Nutrient PPlivd Applied Applied Manure Regd Applied APpLed (acre} pp (lbs/A) (lbs/A (acre.) (:Fie id) Source Total Use. ) Cbs/A) tract Field ID Soil series Ac:es Acre; Crop Applic. RYE Period N N I� Aetl-n( 1000 c. 2446 1 S7 �orfoll: Method n gal/A. Tons 1000 gals tons --- �� 22,2'7 15.95 Corn,Grain 115 bu. 2/15-6/30 *.144 0 *15 Frrig• 129 51.53 0.00 821.87 2�146 ] S,, Norfolk 2.2..,27 15.95 Wheat,Grair, - 0.00 60 bu. 9/1-4/30 125 G G I 2446 2 S7 Norfolk 3.48 2.31 Corr.,Grain rrig, 73 28.96_ 0.00 461.90 0.00 3 2446 2 S7 N 115 bu. 2/15-6/30 *144 0 * Irrig.Norfolk 51.53 0.00 119.03 0.00 _ .48 2,31 Wheat,Grain 15 129 2446 3 S7 Norfolk 13.16 9.63 Corr.,Grain 50 bu. 9/1-4130 1255 o 0 Irrig. 73 28.96 0.00 66.90 0.GO ` 115 bu. 2/15-6/30 *144 0 *15 2446 3 S7 Norfolk Irri 13 g. 129 51.53 0.00 496.2.1.1 a 4.63 Wheat,Grain ass Pasture 50 bu. 9/1-4/30 125 0 2452 IA S7 Norfolk 3.21 3.21 Bahiagr 0 Irrig, 73 28.96 0.00 278.88 0.00 49 Tons 3/15-9/]S 168 2452 2 A S7 Norfolk 0 0 Irrig. 168 93.20 -0.00 24- 5.88 5.88 Small Grain Overseed H I8 0.00 2452 l.pTons 10/1-3/3) 50 0 U Irrig. 50 a 2A S7 Norfolk 5.85 5,88 Hybrid Bermudagrass Hay 6.5 Tons 1�97 0.00 l 17.44 0.00 *3/1-10/31 *325 (}2452 213 S'7 Autryville 4.93 G lni 32S 129.82 0.0U 763.33 4.93 Small Grain Overseed 0.00 1.0 Tons 10/1-3/31 $o 0 •24_,2 2B S7 AutM,ille' 4.93 4.93 Flybrid 6errnudagrass flay 0 Irrig. SO 19.97 O.GO 98.46 0.00 -,2.1.52 5.5 Tons *3/1-10/31 4:275 0 0 2C S7 Autryville 2 °-rig. 275 .109. . 541.54 0.0 •02 2.Ul Small Grain Overseed 85 000 0 . 1.0 Tons IO/1-3/3I SO 0 0 Irrig-. 50 19.97 2452 2C S7 utryville 2.02 2.02 Hybrid Bermudagrass Flay (�.00 40 34 0.00 S.S'I'ons *3/1-10/31 *2_7S 0 0 Irrig. 2452 2L7 S7 1Vorfoll: 1.72 1.72 Small Grain Overseed 275 I09.b5 0.00 221.89 0.00 1.0 Tons 30/I-3/31 $o (1 2452 2D S7 Norfolk 1.72 1.72 Hybrid 3ermudagrass Hay 0 Irrig. 50 19.97 O.GU 34.35 0.00 6.5 Tons *3/I-t0/31 *325 0 0 Irrig. 32S 129.8.2. 0.00 223,fir 2452 2F S7 Norfolk 1.98 1.98 Small Grain Overseed •-r 0.00 ")Tons 10/1-3/31 $o 0 0 Irrig. 50 I9.97 0.00 39.55 0.00 350535 Database Version 4•I Date Printed: 12/37/2014 WU`l'Page l of 4 Waste Utilization Table Year-I Nitrogen Can, Res. Manure Liquid Solid Liquid Solid PA Fert. (lbs/Aj FA 1vlaureA Manure Manure Manure Nutrient Nutrient Nutrient pplied Applied Applied r Rsl'd Applied Applied (acre) Pi Applied. (Ilbs/A) (lbs/A) ) (acne) (Field) (Field) (I bs/A) Tract field Bounce Total Use. APPIic• Applic. 1CLC 1 ID v Soil Series Acres Acres Crop RYE Period N N N Metlx)d N gal/A Tons 1000 gals tons 2452 2E S7 Norfolk 1.98 1.98 Hybrid 13ermudagrass Ha Y 6.5 Tons 3/1-10/31 *325 0 0 LTig. 325 129.82 0.00 257.04 0,00 2452 2F S7 Norfolk 1,51. 1.51 Small(hair!Overseed I.O Tons 1U/1-3/.31 50 0 0 LTig. 50 19.97 0.00 3fi.16 0 00 2452 2F' S7 Norfolk 1.51 1.51 Hybrid Bernudagrass Hay 6.5 Tons *3/1-10/31 *325 0 0 irri 32S g• 129.8<2. GAO 196.03 0.00 2452 3A S7 Norfolk 4.93 4.93 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 In�ig. 50 19.9"I OA0 98.4!i 0.00 2.452 3A 57 Norfolk 493 4.43 Hybrid Bermudagrass Flay 6.5 Tons *.3/1-10/.31 *325 0 0 Jrrig ? 3.5 129.82 0.00 640.00 0.00 2452 3B S7 Norfolk 4.80 4,80 Small Crain Overseed I.0 Tons 10/l-3l31 50 0 0 brig. 50 19.97 O.00 95.87 0.00 2452 33 S7 Norfolk 4.80 4.80 hybrid Bermuda ass flay tZ' ! 6.5 Tons 3/1-10/31 *325 0 U Irrig• 325 129.82 0.00 623.13 0.00 Total Applied, 1000 gallons 6,564.85 Total Produced,1000 gallons 5,395.14 i Balance,1000 gallons -1,169.71 Total Applied,tons 0.00 Total Produced,tons 0.00 Notes: I. In tl . __ � Balance,tons 0.0t1 "te 1titCl:C:o tt171i1, Syl'1z�Jlll 132.2a[Is leased,OtherWiSt;o'Wned. 2. SySymbol*1118a175 user entered data., 350535 Database Version 4.1 Date Printed: 12/17/2014 WUT Page 2 of 4 Waste Utilization Table Year 2 Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid PA Pert. (ibs/A.) PA ManureA. Manure Manure tvlanure Nutrient Nutrient Nutrient pplied Applied applied Applied Req'd Appl ed Applied (acre) (acre) (Field) (Pie id) (lbs/A) (lbs/A) (ibs/A) Source Total Use. Appiic. Applie. 1000 Tract Field 1D Soil Series Acres Acres Crop RYF. Period N N N Method N gal/A Tons 1000 gals tons 2446 1 S7 Norfiilk 22.27 15.95 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irri-. 53 n 20.97 7 0.00 334.48 0.00 2446 1 S7 Norfolk 22.27 15.95 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 11 0 rr tag. t.,'3 / 54.72 -3.to) 872.84 0.00 2446 2 S7 Norfolk 3.48 2.31 Wheat,Grain 60 bu. 9/1 4/30 125 0 0 i -. rsig. 53 20.97 0.00 48.44 0.00 2446 2 S7 Norfolk 3.48 2.31 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 G 1 Trig. 131 54.72 0.00 126,41 0.00 2446 1 Si tSorfoll: 13.16 9.63 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 53 20.97 0.00 201.95 01.�5 0.00 2446 3 S7 Norfolk 13.16 9.63 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 -rri 1 137 54.72 0.00 52.6.99 0.00� 2452 IA S7 Norfolk 3.21 3.21 Bahiagrass Pasture 4.9 Tons 3/15-9/15 168 0 0 irrig. id$ 93.20 0.00 299.18 0.00 2452 2A S7 Norfolk 5.88 5.88 Small Grain Overseed 1.0 Tons 10/1-3/31 5U 0 0 irrig. 50 19.97 0.00 117.44 0.00 2452 2A S7 Norfolk .5.88 5.88 Hybrid Bermudagrass Hay � y 5.5 Tons 311-I0/3I `325 0 0 irrig. 325 129.82 0.00 76: 3:3 0.0 2452 2B S 7 Auuyville 4.93 4.93 Sntall Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 19.97, 0.00 98.46 0.00 2452 2B 87 Autryville 4.93 4.93 Hybrid Berniudagrass Hay 5.5 Tons *3/1-10/31 *275 0 0 1 ? rrrg. ;..75 109.85 J.GG 541.511 D.00 2452 2'' S7 Autryvillc 2.0? 2.D2SmallGrainOverseed 1.0Tons IO/1-3/31 5U U - - 0 :rri�r. SD 19.9'r' 0.00 40.34 0.00 2452 2C S7 Autryville41.7-72 2.02 2..02 H+brid Bermuda ass Ha *3 !� Y 5.5 Tons /1-'10/31 275 0 0 irrig. 275 109.85 ti.00 221.$9 0.00. 2452 2D S7 Norfolk 1.72 Small Grain Overseed 1.0'fons 10/1.3/31 SO 0G irrig. S{l 19.97 O.GG 3435 OOU 2EDS7 Norfolk1.72 1.72 Hybrid Bermudagrass Hay 6.5 Tons *3/1-1 U/31 '°325 0 0 325 129.82 0,00 22:3.29 0.00 2S7 Norfolk 1.98 1.98 Small Grain Overseed 1.0 Tons I0/1-3/31 50 0 0 Ird- 50 19.97 97 0.00 39.55 0.00 2452 26 57 Norfolk 1.98 1.98.Hybrid Bermudagrass Hay 5.5 Tons *3/.1-10731 '°325 0 0 Irri-. 325 1129.82 0.00 257.04 0.00 2452 2P S7 Norfolk 1.S I 1.51 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 -rri .g 50 19.9, 0.00 30.16 0.00 2452 2F S7 Norfolk 1.51 1.51 Hybrid Bermudagrass Hay 65 Tons "3/1-10/31 *325 0 0 irrig. --- 325 1.29.82 0.00 1.96.03 0.00' 2452 3A S7 Norfolk 4.93 4.93 Small Grain Overseed 1.0 Tons 1011-3i31 SG 0 ` 0 irrig. 50 19.97 0.00 98.46 0.00 2452 3.A S7 Norfolk 4.93 4.93 Hybrid Bermudagrass Hay 6.5 Tons *3/1.-10/31. *325 0 0 irrig. 325 12..82 J.00 640.G0 -:71 ' 0.00 2452 3B S7 -Norfolk 4.80 4.80 Small Grain Overseed 1.D Toas i0/1-3/31 1 50 0 0 ini�. 50 19.9"7 0,00 95.87 0.00 350535 Database Version 4.1 Date.Printed: 12/17/2014 WUT Page 3 of 4 Waste Utilization Fable Year 2 ](lbs/A) nr Rcs. Manure Lic�aid Solid Liquid Solid ert. (lbs/A) PA lManuteA Manure Manure Nutrient rient Nutrient k{ Manure Applied Applied pplied Applied Applied Applied slA) (IbP/A) lacrr) (acre) (Field) (Field) "23 Total Use. Apptic. Soil Series Acres Acres Crop R7F, Period Applic. IOCO Met,, gal/7i 'l on5 l 000 flats tolls Norfolk 4.fi0 4.80 Hybrid Bermuda toss Ha , ''' g y 6.5 Tons 311-1 013 1 *325 0 0 lrr•ig. 37.5 1�9.82 0.00 623.13 _ 0.00 Total Applied, 1000 gallons 6,431.16 w Total Produced,1000 gallons 5,395.14 Balance,1000 gallons -1,036.02 Total Applied,tons'- 1 0.00 Total Produced,tons 0.00 Notes: t. In the tract column, sytnbol means s leases€ u h wise,owned. i?. symbol **means user. ..... data.... Balance,ions 0.00 350535 Database Version 4.1 Date Printed: 12/I7/2014 WUT Page 4 01 4 The.Irrigation Application Factors for each field in this plan are shown .in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will riot result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event:. Irrigation Application Factors Application Rate Application Amount Traci Field Soil Series (inches/hour) (inches) 2446 1 Norfolk 0.50 1.0 2446 2 Norfolk 0.50 1.0 2446 3 Norfolk 0.50 1.0 2452 lA Norfolk 0.50 1.0 2452 2 A Norfolk 0.50 1.0 2452 2B Autryville 0.60 1.0 2452 2C Autryville 0.60 1.0 2452 2D Nor olk 0.50 1.0 2452 2E Norfolk 0.50 1.0 2452 2F Norfolk 0.50 1.0 2452 3A Norfolk 0.50 1.0 2452 3.B Norfolk 0.50 1.0 t 350535 Database Version 4.1 Date Printed 12/17/2014 1AF Page 1 of 1 -- — . - .r a_.._ The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period.. These estimates are based on average nitrogen concentrations foreach source,the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this material must be utilized for crop production and applied at agronomic rates. Inmost cases,the priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for sludge application. If this is notpossible,care should b . taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Maximum Maximum Sludly Crop FA-1E Rate Application Rate Minimum Acres Minimum AcresMinimum Acres lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation l5 Years Accumulation Swine Feeder-Finish Lagoon Sludge-Standard Ccrn 120 bu 150 14.69 _ . 130.76 196.1356PHay6tonR-Y.E. 300 29.3 3290 156 . 65.38 98.07 1fi0 . 19.2 122.58 18.3.87 - --- --- ------•-------------------- 50535 Database Version 4.1 Date-Printed: 12-17-201 4 Sludge Page I of i— The Available Waste Storage Capacity table provides an estimate o.fthe number of days of storage capacity available at the end of each month of the elan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is egLWl to zero. Available storage: capacity should be greater than or equal to zero and less than or equal to the design storage capacity ofthe facility. If the available storage capacity is greater than the design storage capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated volume of aGGlrrt]ulated waste exceeds the design storage volutrre of'the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. y 'l 'hl IVa..to , t a e Ca acity Source Name Swine Feeder-Finish Lagoon Liquid Desi;n Stara°ire Capacity (Dal s) Start Date 10/1 180 Plan Year Month Available Storage Capacity(Days) 1 1 84 ] 2 81 1 3 111 1 4 136 1 5 160 1 6 180 1 7 180 1 8 180 1 9 180 1 10 168 1 11 157 1 12 149 2 1 137 2 2 128 2 152 2 4 174 2 5 180 2 6 180 2 7 18o 2 8 180 2 9 180 2 10 155 2 11 131 r . *Available Storage Capacity is calculated as of the end of each moxpth. 350535 Database Version 4.1 Date Printed: 12-17=?014 Capacity Page 1 of 1 Reemired Specifications For Animal Waste Mannement, L Animal waste shall not reach surface waters *of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either OwHs or has an agreement for use of adequate land on which to Properly apply the waste. If the producer does not own adequate land to Properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner,who is within a reasonable proximity, 2110ming him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall he applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, N-RCS Field Office Technical Guide Standard 393 -Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste 8PPlicati0fl. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. when waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 3550535 Database Version 4.1 Date Printed: 12/17/22-014 Specification PajZe I 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur of site or to surface waters and in a method which does not cause drift from the site during application. .No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to Planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be amlied closer than 100 feet to wells. 131. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 350534 Database Version 4.1 Date Pripted: 12/17/2014 .S.P.ec.ific-atio n..Pa;z.e 2.- 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying.-Ong. Animal waste may be applied to prior converted cropland provide the fields have been ' approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. kl) 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 1.8. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan." which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected A on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21. Mgh.ly visible markers shall be installed to mark- the top and bottom elevations of the temporary storacre (Pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the max.injuni storage volume. for waste storage ponds. 3 50535 Database Version 4.1 Date Printed: J 2/17P2,O 14 .Specification P.aRe.3. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be' monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analvsIs records shall be kept for a Minimum of flve years. Poultry dry V waste application records'shall be maintained for a minimum of three ree years. Waste application records for all other waste shall be maintained' for five (5)years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. 350535 Database Version 4.1 Date PrIpted: 12/1712014 Spec.i Fkation P I age.4. Crop Notes The following crop note applies to field(s): 1, 2,3 Corn: CP, Mineral Soil,medium leaching In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees Fahrenheit. Review the Official Variety"green book"and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more:available to the young plants. An accepted practice is to apply 20-30 ibs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to feld(s): %A,2D, 2E, 21~,3A,313 Bermudagrass Coastal Plain,Mineral Soil, Moderately Well Drained. Adaptation: Well-adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3" deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 buiac is satisfactory to produce full groundcover in one or two years under good growing conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5'to 2'rows spaced 1' to 1.5' in row. For broadca.stidisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production.and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. --------------------------------------------------------- --------------- 35C535 Database Version 4.1 Date Pr..irrted: 12-'17-2014 Crop Note Page 1 of 4 The following crop note applies to tield(s): 2B, 2C Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Nell-adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs l"to 3" deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'to 3' in the row. Generally a rate of 30 bu./ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronub,ie.nts to apply preplant and for-annual maintenance.Apply 60 to 100 ib/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/a.c N annually in split applications, usually in April and following the first and second.hay cuts. Reduce N rates by 25%for grazing. Prefer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to feld(s): 2A,2D,2E,2F, 3A, 3B Small Grain: CP,Mineral Soil,medium leachable In the Coastal Plain, oats and barley should be planted from October l 5-October 30;and rye from October 15-November 20.For barley,plant 22 seedJdrill row foot and increase the seeding rate by 5%.for each week seeding is delayed beyond the optim rn time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10°o when plaiting no-till. flats should be planted at—2 bushels/acre and rye at 1-1 I/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is essential. Review the NCSU Official Variety "green book"and information from private companies to select a high_yielding variety with the characteristics needed for your area and conditions. Apply no more than.301bs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February-March. -------------------------------- ----------------------------------- 350535 Database Version 4.1 Date Printed: 12-17-2014 Crop Note Page 2 of 4 APR 012019 The following crop note applje,.Io,fejOfs): 213, 2C Small Grain. CP,Mineral Soil,medium leachable In the Coastal plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. 1~or barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2, bushels/acre.Plant al.1 these small grains at 1-1 1/2" deep.Adequate depth control is essential.Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions.Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February-March. The following crop note applies to fields): 1,2,3 Wheat: Coastal Plain, Mineral Soil,medium leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is-delayed beyond.the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10°�when planting no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book"and information from private companies to select a high yielding variety with the characteristics needed for your area and.conditions. Apply.no more than 36 lbs/acre N at planting. Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of February-March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. . The following crop note applies to field(s): 1,2,3 Double-Crop Soybeans,Coastal Plain: Mineral soil,medium leachable Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety"green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 24 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30"rows and 8-10 seedJrow foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of n itrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient statics of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. -------------------- -------------------------------------------------- - -- 35fj_,35 Database Version 4.1 Date Printed: 12-17-2014 Crop Note Pane 3 of 4 ' ` - � e following��a�li�� ]A 8obiu�o�o�o�a� ��`Conoonnt ' ' � --------------------------------------------------------------- --------- --------------- -------' 5�V�� u�ux��o�km4 | Date Printed: �2,17-20l4 ------------------- f ;`�•`1 �� Lys } ago sow r �-Ile ;. -ee� = P-may v �� ale Cl Lo 4� � w•• L ;f SL® V •• l � •� } ., DUPLIN COUNTY EMERGENCY ACTION PLAN DIVISION OF WATER RESOURCES (DWR) 910-433-3300 EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-3300 SOIL&WATER CONSERVATION DISTRICT (SWCD) 910-296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2120 COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143 This plan will be implemented in the event that waste from your operation are leaking, overflowing, or running off the site. You should NOT wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested response to problems are listed below: A. Lagoon overflow-possible solutions are: a. Add soil to berm to increase elevation of dam, any permanent alteration of the dam should be approved by a qualified technical specialist. b. Pump wastes to field at an acceptable rate. c. Stop all additional flow to the lagoon,hold wastes in the house if possible. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from wastes application field-action include: a. Immediately stop wastes application. b. Create a temporary diversion or berm to contain the waste. C. Incorporate waste to reduce further runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinkler-action includes: a. Stop recycle(flushing system)pump. b. Stop irrigation pump. c. Close values to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush system, houses, solids separators-action includes: a. Stop recycle(flushing system)pump. b. Stop irrigation pump. c. Make sure no siphon effect has been created. d. Stop all flows in the house, flush systems, or solid separators. e. Repair all leaks prior to restarting pumps- E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and pump back into lagoon. b. If holes are caused by burrowing animals,trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the sidewalls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and what duration? c. Any damage noted, such as employee injury,fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger(either on or off of the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office, at 910-433-3300, after hours, emergency number: 1-800-858- 0368. Your phone call should include: YOUR NAME , FACILITY NUMBER,TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT FROM ITEM#2 ABOVE, THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS,THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN,AND THE SERIOUSNESS OF THE SITUATION. b. If the spill leaves the property or enters surface waters, call local (EMS) Emergency Management Services at 910-296-2160 C. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District, Natural Resources Conservation Service office at 910-296-2120 and Cooperative Extension Service at 910-296-2143 for advice/technical assistance. 4. If none of the above works call 911 or the sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of the problem to minimize off- site damage. a. Contractors Name: b. Contractors Address: c. Contractors Phone: Page 2 6. Contact the technical specialist who certified the lagoon. a. Name: .14me.- Le,�,b b. Phone: _ 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 8. If you are a contract swine grower associated with a swine company integrator, contact the company representative at 910-592-5771. Page 3 Insect Control Checklist for Animal Operations Suarcc Cause --- ~-----_ (31111's to Cun(ral htsects Site Specific Practices Liyuitl SJslems I:Itlsh r_imers Accumulation ofsol ds O Blush syslcm.is designed and operalctl sufficiently to renjove accunlula(cd solids front gutters as designed. O Remove bridging of accunrtrlalcd solids al Lagoons and 1'ils v discharge C ritslctl Salit(s W Maintain lagoons,sclllilig basills and hits whel•c Pest 41-cedi16.15 apparent to nrininli7.c the crusting of solids to a depth of no more than G- 3 inches Over More than 30%of surface.I:xCcsslvc Vegetative Uccaying iccgclatiun Growth ■ Mainlain vcgclative control along banks of —`— lagoons and other impoundments to prevent aCCtnnmlalion of decaying vegetative matter aloltb lvalcr's edge on impoundment's perimeter. Feeders Dry Systems Feed Spillage ■ Design,operate and maintain feed systems(c.g., bunkers and troughs)to nlinin1i7 the accumulation of decaying wastage. Clcatl nil spillage on a rotltiuc basis(e.g.,7- IU day interval during summer; 15-30 day interval Feed Slora c during winter). g Accumulations oC fccd residues O Reduce moisture accumulation wilhin and at•ollnd immediate perimeter of fccd storage areas by insuring drainage away from site and/or providing adequate containment(e.g.,. covered bill for brewer's grain and similar high moislurc grain products). O Insiml ror and reinove or break up accumulated solids in filler ships around fccd storage ns needed. AMIC- November I I, 1996, I'age I Source Cause Anima!I3nlding,Areas ® Accumulations of animal wastes BMrs to Control Insects. ® Eliminate Ibw at�as that,trap.moisttue.aloe Site Specific Practices and.feed wastage g fences and other.locations.where waste aceumulates and disturbance by animals is minlinaL 13 Maintain fence rows and filter strips around animal holding areas.to tninimi. accumulations of wastes(i.e.,inspect for and remove or break up aequnulated solids as Dty A�anure Handling ® Accumulations of animal wastes needed), , Systems ® Remove spillage on a routine basis(eg.,7-.10 day interval during summer, 15 30 day interval during winter)why manure is loaded for land application or disposal. .13 Provide for adequate drainage around manure stockpiles. 13 Inspect for and remove or break up accumulated wastes in filter.strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service,Department of Entomolo Raleigh,NC,27695-7613, 9Y,Box 7613,North Carolina State-University, AIv1IC-November 11, 1996, Page 2 o W' Swine Farm. Waste Management Odor Control Checklist Source Cause BMPs to Minimize dot°Farmstead • Swine production ■ Vegetative or wooded bttfi'ers; ite Specific Practices- ® Recommended best management practices; ■ Good judgment and common sense Animal body surfaces • Dirty manure-covered animals �I Dry floors Floor surfaces • Wet manure-covered floors 4 � Slotted floors; 6 Waterers located over slotted'floors; ® Feeders at high end of solid floors; 13 Scrape manure buildup from floors; ® Underfloor ventilation foi drying Manure collection pits • Urine; W Frequent manure removal by flush,pit recharge,. • Partial microbial decomposition or scrape; Ventilation exhaust fans • Volatile gases; 17 Underfloor.ventilation tN Fan maintenance; Dust ■ Efficient air movement Indoor surfaces ® Dust IN washdown between groups of animals; 0 Feed additives; .. 13 Feeder covers; 0 Feed delivery downspout extenders to feeder covers Flush tanks ® agitation of recycled lagoon ® Flush tank covers; liquid while tanks are filling Q Extend fill lines to near bottom of tanks with Flush alle s ® anti-siphon.vents Y Agitation during wastewater 17 Underfloor flush with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits ligoid while pits are filling. with anti-siphon vents Lift stations ® Agitation during.sump tank 13 Sump tank covers filling and drawdown Outside drain collection s Agitation during wastewater 13 13ox covers orjunction boxes conveyance AMO.0-November 11, 1996, Page 3 ' Source Cause 13Mps to Minimize.ddoT End of drainpipes at • Agitation during wastewater Site Specific Practices lagoon..... cctn►e►ance.: ® l3xtend discharge point of pipes-underneath lagoon-liquid level Lagoon surfaces • volatile gas emissions; 1'ropea lagoon liquid capacity; • Biological mixing;- a Correct lagoon starpt • $ P procedures; . El Minimum surface SW-to-volume ratio; 16 Minimum agitation when,pumping; ® Mechanical aeration; ® Proven biological additives Irrigation sprinkler • High,pressure agitation; Is, Irri ate on nozzles g dry days with little or no wind; ® Wind drift ® Minimum recommended o eratin p g pressure; 0 Pump intake near lagoon liquid surface; Cl Pump from second-stage lagoon St..' 6 tank or basin ® Partial microbial decoinposition; O S.tt m or.midlevel loading; surface • Mixing while filling; ® Tank covers; • Agitation when emptying Basin surface'mats of solids; O Proven biological additives or oxidants Settling basin s I Patrial microbial decomposition; 13 Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation anrlaen emptying ® Remov6 settled solids regularly Manure,slurry or sludge • Agitation—when.sprewing; 17 -Soil injection of slurry/sludges; spreader outlets • Volatile gas emissions ® Wash residual manure from sprea4er after use; ® Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while ® Soil injection of slurry/sludges slurry.or sludge on field drying surfaces 13 Soil incorporation within 49 hrs.; ® Spread in thin uniform layers for rapid drying; ® Proven biological additives or oxidants Dead.animals • Carcass decomposition ! Proper disposition of carcasses Dead animal disposal • Carcass decomposition.pits. ® Complete covering of carcasses in burial pits; ® Proper location/construction of disposal pits Incinerators. ® incomplete combustion ® Secondary stack burners AN(-'.".November 11, 1996, Page 4 r"� Source Caluse. Standing water around i pi;�pm drainege; R1VI1Ps to Mldimize-Odor Site Specific Practices facilities Grade and landscape such that water drains ® ..Microbial decomposition of away from facilities 'organY�'tnattea .. -.. .. . . Manure tracked onto ® Poorly maintained access roads public roads from farm t:1 Farm access road maintenanee access Additional'Information: Swine Manure Management; 020 Swine Production Facility v ltule/BMP Packet Available From Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU,County Extension Center Manure Management:Pit Recreatment; 88 NCSU=BAE Swine Production Facility Manure Management:'UnderfloorgFtush Lagoon TreatmentBAEBAB-29_gg. NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103=83 NCSU-BAE Calibrati{otn•of Manure.and Wastewater Application Equipment; EBAE Fpct Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-BAE Environmental Assurattee Program; NppC Maual NCSU-Swine Extension Options for Managing Odor; a report frem the Swine Odor Task Force NC Pork Producers Assoc Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference ProceedingsNCSU Agri Communications Florida Cooperative Extension AMOC-November 11, 1996, Page 5 Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table.Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture &Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture& Consumer Services (G.S. 106-549.70). a Any method which, in the professional opiniorf the State Veterinarian,would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. 5' ature of Farm Owner/Manager Date 2 - l 1 Signature of Technical Specialist Date t Operator: -------- -------- -------- --------; ra c, 3 `" y ----- -------- -------- County:__Date:____ ________ ________ ________ ________- 01/23/06 A31Gv t 10f" L,),e1 ' n Dist.to nearest residence (other than owner): 1500 ft. sows(farrow to finish):=== sows(farrow to feeder):eder):___ head (finishing only):====_ sows(farrow to wean):====_ -------- -=----->-------- ------ head(wean to feeder):====_ Ave. Live Weight for other operations(Ibs.)=> Storage volume for sludge accum. (cu. ft.):=> Treatment Volume (min. 1 cu. ft./lb.)=======> 1.0 25 Year-24 Hour Rainfall (in.)============> 7.5 Rainfall in excess of evaporation (in.)=====> Drainage area of buildings& lots (sq. ft.)=> Volume of wash water(gallons/day)==========> Temporary storage period (days)=============> 180 Freeboard (ft.):____________________________> 1.0 Side slopes(inside lagoon):================> 3.0 : 1 Inside top length (ft.):____________________> 780.0 Inside top width (ft.):_____________________> 180.0 Top of dike elevation (ft.):________________> 49.2 Bottom of lagoon elevation (ft.):==_________> 37.1 Seasonal high water table(SHWT) elev.(ft.):=> 44.0 Total required volume:===== 1147223 cu. ft. Actual design volume:====== _-______: 1164699 cu. ft. Stop pumping el.(> or=to 44.0 ft.SHWT)> 45.2 ft. (l$" S!� (> or=to 43.1 ft.Min.) Required minimum treatment volume: 785700 cu. ft. Volume at stop pumping elevation: 785943 cu. ft. Start pumping elev.:________________________> 47.5 ft. Volume at start pumping elevation: 1075739 cu. ft. Actual volume less 25yr-24hr rain: 1076949 cu. ft. NOTE: Verify that temp. storage is adequate: Req. volume to be pumped:====> 273773 cu. ft. Actual volume to be pumped:==> 289796 cu. ft. APR 0'12019 v L LL LL 19.51n e 33 In - - -- 45.61 - - Carroll Jackson Asbuilt Fac 31-234 Modified Freeboard Marker 1/23/06 aJ�T rekr�,b_`,N K-�"�'' yy�'.r s,z,y, P '�tt'..„ t S� e:i_; r'+'rk*�1��..r#ifitw t�i:_}�t"R"y �•j �"� -rp:�Vt {,i+'g€lt'g'.'`;'';2`��?c-'`ky.•'s�,',.tr'".{;•.;h�.fi�rxs''A ti':!. kAF y�� r f r�R "•x-'Yk }�; 4^� �.,��',� "��..+�"�' 4r ';."� ��' x�T � wV w ,� :s 7/��w+(/r�t(�R�. �i.z `w* �.q,��cc++��" • ('� ; �/ JAC�K80N co i r a " DUPL I N .-_k..TYPE 'OPERATI ON: 5Q?,0 FEED—F I hI ISH TOTAL REQUIRED VOLUME 1161872 CU FT VOLUME OF EXISTING LAGOON 591082 CU FT VOLUME OF NEW LAGOON _ 603126 CU FT TOTAL DESIGN VOLUME AVAILABLE 11942.08-CU FT VOLUME OF EXCAVATION .S�G.s..< 1899 CU YDS �8368 VOLUME �1F PAD FILL ^�4686 CU YDS VOLUME OF DAM ---'7841 CU YDS CUT — FILL RATIO 1 .5 a1 1 1� d d �2 kh;:$�' •"A4 .S�'9r 7" C[t t 'T .'.•fi'hcY@`s F`Y. -F�•• `nY.S _ R; �.., 1Nh"t' '7 r t. 1;k' ,� .a" 2iT✓i+le�. ,w" s 'RC;,(x F} > x£�{q.�' � �Fy`4-,. fZ� Ax` & r,y"� P•� Sf�'a X'r.' f 9rA '•� A P'°,�r:�. .eye . esr nl ` 4 1 "f• t,.M. 0�i' y 6 c'� :T99Y ySy •.•'. .:k C.t 13 f l )Cij�iT } f�+�u ' b L1 T , .at+ !^ 4 R,.*;..�3• °'"' r Ys3r. '+aka w w�{i' �.(Kt1 ?^R p� r § r ae7''r ' kt"' i.T'w a. �" �s- w f� T'if. l�C""T"ti+iDxe'��I�l l;.' �n�.,,,, � .? R ,� 3 tY ' a c pr 1. �` e" x kdrc ++.+.«+e u..+w-w,-e.+.- - ,....�,�.Z.-•-.�,:•.,,,,., �' i It �� r„ ✓ y: s - P 3' �,r r fl i P 9.• h `Yy ,.`• „gr k f s -._ `X. il This lagoon ss4 designee) for rnraste .r-eaent. (permanerartt�3r >' min. odor contrcal •a•The time reg6ir=etd fcrr�-:the pl an"n, tQl # reached (permahen.t + temporary storage) may vary due. to `sail rnd tion flushing opera:tionsq and the amount of fresh water ad ded " ta the system The designed 6 months temporary storage is an estimated volume based on: 1 ) waste from animals; 2) excess rainfall after evaporation,, and .3) the largest 24 hour (one day) rainfall that Occurs on the iverage ;of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately S inches. Therefore, an• average of a inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin Pumping and this is usually the outlet invert of pipe(s) from building(s) . If the outlet pipe is not installed on the elevation to begin pumping , a permanent marker must be installed on this elevation to indicate when Pumping should begins An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet) . Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment i..n order to apply waste without runoff or leaching. L...and application of waste water is recognized as an acceptable method of disposal . Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried Out. I - It is strongly recommended that tine treatment lagoon be pre-- charged to 1/2 its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flesh buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling . 2. The attached -waste UtiIi_ation plan shall be followed, This plan recommends sampling and testing of waste (see attachment) before land application . 3. Begin pump-out of the lagoon when fluid level reaches eleva- tion 47. 5 as marked by permanent marker. Stop pump-out when the fluid level reaches elevation 45.3 or before the fluid depth is less than 6 feet deep ( this prevents the loss of favorable bacteria) . The design temporary storage, less 25 year storm is 274239 cubic feet or. 2051=10 gallons. As stated before, this volume will vary considerably from year to year. 4�/ Th4 recommend. ' maximum amount to apply irrigation is -bne (1 ) inch and the recommended maximum app�^ication rate is 0.3 inch per hour. ^ 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand . 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets.' � e B. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams Waste will not be applied in open ditches. Do not pump within 20 ^" feet of a residence or within 100 feet of a well . , 9. The Clean Water Act of 1977 prohibits the discharge of - pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management , has the -esponsibility for enforcing this la-. 4. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TE TREATMENT LAGOONS ---------------------------------------------------------- ----------- All trees and brush shall be removed d from a" it,,;:: _ohs:_r uca_i on areabefore any excavating or fill is started . W Stumps will b removed, - d,z within the area of the foundation of the embankment and . i '_ =•r,_,- a all excavated areas. All stumps .=n _ots exceeding areas and inch in diame.ter shall be :'r?!1}ovedi �_o a ;minimum d depth one r , ) foot. Satisfactory disposition will ;'_tr_ made - all r _ Ils-,�;ri _s . T� foundation area shall be loosened thoroughly before :l.:rcemen f embankment material . Lagoon site (and r:::d site ) tr r�ype,,_ f Ct t�p� il (._: " ) and stockpiled - �_�=- _... � -�.,j...'r: be `- ::a•rY slopes (." 3'" ) a The tt„psoi 1 i fit[-! quantity is ; n excess f�amounts - specified on page one >; I. ) , Cut-off Trench: A Cut--off trench (when _:,ecified ) shall be ;.!.. _. 7 t - _-_` as shown Constructirrn g ------------- Construction of excavated _{n C:I r=;r-t i ! .:.. l l areas ,. _.,as shall ::•_r;=.i. -' be performed to the neat lines and gradLam'"_ _._ planned. Deviations from this i -; .! --- require prior approval val o the .`-'7!_.',S. -__t t; .e - - ._._ n max . r r t.... !'i..1. _. shall v�!_. placed lifts and not placed .. n standing performed by the construction Placement. 1 _3 embankment " -. i s .. ._.r the_ ..._.... ... _.r. _... .._..._ .� - __.... ... roller........ during The !_*!mban k!!1^motF1 F t , i. 1:r_, lagoon _:`e": W L... _t Compaction- shall•t S 1 !�h,=� rT;:arc" impervious materials, Construction{ , _. .;. .. installed ......-'-'-'... include ten f, i0) pe_r-;_-•,_=_,r;t for :p.r__,ttleme�"i ': . .' . _�.t,t....�. heights i .. ._.... _. nst then at r, ii tt: : abirareencountered , ill _ gj,jxqavated a minimum of one ( 1 ) foot below grade _omp wed lidith aSCS approved ed material ( ir- ._^`! r �,C i r) to and Refer�_-.'. ._ ,.._ 7 t .i... to he Eoil investigation information in the plans for special Precautions should be taken during construction tor;;:";�;�.:rr:�_,.'-'i .... .....-.._.._ .. erosion and sedimentation , excessive _ Vegetation ; All exposed d embankment �+;!d r`tr-r., areas - __ _.:, =: � -t t F:5^^r other 1_r bare constructed i'�j...,.i 1.i...i_r shall seeded to the planned type of •4''[=tt�',�-!_'=+tio ._.. _"' possible... ._.�_. - cGns _. _ ction according to seeding specifications sheet, ^ . � SEEDING RECOMMENDATIONS _______________________ AREA TO BE SEEDED: 2. 5 ACRES USE THE SEED MIXTURE INDICATED: ' 0 LBS. FESCUE GRASS @ 60 LBS. /ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. ' PENSACOLA' BAHIA GRASS @ 60 LBS. /ACRE , (SEE FOOTNOTE NO. 1 ) SEEDING DATES: MARCH 15 TO JUNE 30 20 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE) 0 LBS . RYE GRASS @ 40 LBS. /ACRE ( TEMPORARY VEGETATION ) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 2500 LBS. OF 10-10-10 FERTILIZER 11000 LBS. /ACRE) 5 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 250 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. n n 17uPc.Ir1 Co, • TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM Confinment Building Top Width I•L Settled Top Elevation 49.2- Pipe Invert Elevation - _ _ `f7.5 i �I Pit 1; SS 3 s / SS 3 SS 3 ; TREATMENT t I LAGOON Pi 'I Depth = f O 3 r " Pipe (Needs to be adequately p ;�• supported) Bottom Elevation 3 7.2-- i In a n l( r. i �..�. C i�k'l �Jct �P cJ f'}�Cy"7PYkG^ r U. S- OVARTMT CW AMI . $Oft fan Serv4ce n• -i0 Nov. 7/91 PLAN 4F EXCAVATE WASTE STORAGE PIT NAME: CAkP-e> .7Acicso j Date: a 93 county: u Pc.r n Address: ,l1D1> on L4Gear� E�aTM 390 FIE it DE SLOPE•.3 TO 1 % �0 AVE. Top mLlV. E� O , a � 7.L ArE. DOTTOl7 0.Er. CSM fart# far v0tuft catwfatfam) use of facility: �N�si� TiZt�rn.rEn T L A G eon Capacity: z 6-7 lone i is t+ z o e soil Type: Ft3 Bench Mark Dauer pt on T & D F �AD O /1 1vORT Jl 5 OE O F VLD1h6 nuMd£.4 4L- /1EXT To LAGop Bottom Nornal Liguid Level zl'v• 3-7'2 Storage for norza preci . B�lev. .s Liquid Level p N Ft• 23 yr. Stow Storage %L 7 Crest ♦� Ft. Max-Flow Depth Blev. Freaboard N ®Ft. Top of Dan N May. , Z, A $ C �,v F�- G 14 1 T + ' 14:OU , fol. , ' o :uJ a $•( a o Jill �v,l 35,2 W53 39 _ 42 , 4 �r� 5 _. .. tiF /' JYkt,':N lrr'+l^I FIGNt � •�/r � ' �'� / r 77.1 27,4 4!9107, 0� � 1 l ( IDP ( .CIS I � •F;0 S .+ j N � I � 3. 0A +3i3o44"3io : 9.9 A.1 r C I t -i "'+n t. _ j•t` •1 lti-� i b7i�..�e�.}..}�+",r L}rI t[T{�}t! �.3e o F�•ra� .r '.i :'re e�• fi,.4}-•�- '�.•15.,}< -,•._,. -,.�I„G•r�-�0{,�..0...0.. 1...v... _.,.7,�'•�fo�.-J . . ..._S t�;o..j_r._ ~^1itiI:. 1'Y a " �. .,0.�f'•o'C- s 1 .t • f L f, 4 `F"'I i!' 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' ''��9 ..;. ..,~TrI�� l.i. .".• .. �0.� -^•-- : � rr� .�s�r Lq T} ,, e�,l i 1 i .t i + }• r ! A ! :.� ,+ # } s r. t j. �"_� i � �..:, +1 ... �• �}y'1 l '��~ I 3A{ !��y py ae +f t 1 t'...:.lr�..�.,r r.,. -yA!._n.y'.:. 1 1.... ' f^ ""'-- -'... -i. .,.,}�w.I .A.�7- t 91 "t� t��l"��,t�•t_:+ � �I k��'t _.fL I•-1 ! .. L_, �P � i�+{•1• .}.1. •t f � .... j;,. ,r, fir.7N^RD�.•� -.,, likwc-'r+✓{xl��r ►rir• rr i�1' !•i- l 1. , r—} Z i ! '� ��Ze5 i 'I -i rl�'B«i'✓' th7cov Al,19-92- Z pq 7%c /* 711-4: -T 1.4 ......... IA .. ..... 1. 1.4 141Z ".F.- f---r-14 X./. /8 SLj 4 S.: I I A 14; f I...: A I.I.J..1.4. ..L.J.-i. J.Ld. Vo L(]AIc S7'YM;4 1-�E 3A� . . . . . . . . . . . . ;e.A'y 6e16)4—*4 D. . . . . . . . I L 114i 4:115 M k C # � xD• +y@} •R�' 1'�'°.�DS"'�� y� Jy t•,•ray$ ,; Y#f6"�'":; i'.':a" i�...e. i.ti...• fax ro'"^c��..j+m,�,r. �, g '+�` ;,�•t3a 'S� x�i.• Tr,. e.; e` " t?4:5n7 y 't *,. .& r•.. �yt, ¢,•, '1 ,•.>, - fa � F '`��` � s `�e'+',�� "} Ilijiia t", d •e. x ':. h 5 " ^''' "�vg( S ;fir%CS' #a ..# s _'�:.+ + Y',� .R' bn� r x ' �'�� x�'v�' �� J' " an •� !`od- 1 .• '"'•"` d n .4rti.. !L'`.`x' �w+�-' .. F > r§. 4 4�, t lyY v S 1- ,. �'�+ sNrr77777, Ce 4•t{ i ,}x. 'S3, 'i '+ i'✓ vdy5+ P ;V� � 'ti! `'�,,° 1-k ) 6 :r „)•.: �S� J , � '`:�1 This lagoon zs aesgnei for waste.>treatment (permanelt st�r-age with ,. min. c5dor con, trol TFie..,time �requxr.ed foi-ti the planner` Af��. reached (permanent �. + temporary storage) • May vary .dt�e to ,,sQxiicort [ too`flushing open-ations, and the amount of fresh water 'add;c''tc% t:he"System, The designed 6 months temporary storage is an estimated volume Lased on : 1 ) waste from animals; 2) excess rainfall after evaporation, and 3) the largest 24 hour (one day) rainfall that occurs on the average -of once every 25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately S inches. Therefore, pn. average of 8 inches of excess rainfall will need to be Pumped each 'year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin Pumping and this is usually the outlet invert of pipe(s) from building(s) , if the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin . An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet ) , Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment i.p order to apply waste without runoff or leaching . L...and application of waste water is recognized as an acceptable method of disposal . Methods of application include solid set, renter pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out; 1 . it is strongly recommended that the treatment lagoon be pre__ charged to 1/2 its capacity to prevent excessive odors during start-!tip. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times„ When precharging is complete.; flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing .after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. Begin pump-out of the lagoon when fluid level reaches eleva- tion 47. 5 as marked by permanent marker. Stop pump-out when the fluid level reaches elevation 45.3 or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) . The design temporary storage, less 25 year storm i 2742-.9 cubic feet or 2051._10 gallons, As stated Before, this volume will vary considerably from year to year, Ma t a, 4. The recommend maximum amount to apply irrigation is VP.;. ,, o erne t l ) inch and the recommended maximum application rate is 0,7. inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually . Vegetation should be fertilized as needed to maintain a vigorous stand . &. Repair any eroded areas or areas damaged by rodents and establish in vegetation . 7. All surface runoff is to be diverted from the lagoon to stable outlets.: B. Keep a. minimum of 25 feet of grass `,vegetated buffer- around waste utilization fields adjacent to perennial streams. !Taste will not be applied in open ditches. Do not pump within n 200 feet of a. residence or within 100 feet of a well . 9. The Glean Water Act of 1977 prohibits the discharge of '' pollutants into waters of the United States. The Department of Environment, Health,th a_ a and� Nat_{u'cd1 Resources, Division�ii of Environ- mental Management; has the responsibility l ity forenforcing p r this law. : SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS, --------------------------------------- Clearing : All trees and brush shall be removed from the _orstr Action area before any excavating or fill is started, Stumps will . .=��!!ove -I within the area of the foundation of the embankment u.nd fill,l areas and all excavated Areas . All stumps - d _._.. inch in diameter shall be removed to aminimum depth - -- oneing _ ( 1 ). foot. Satisfactory disposition will be made of all debris,__ : The, foundation area shall be loosened thoroughly before placement of embankment material . Lagoon site (and raid site if needed ) to 1-e s'tr.ipped ref •{"r'7poi l ON and stockpiled foruse ,n _. and d pa loupes (,,-'__-_+" ) x The ham' r!'_7p,�{�!.)_l?nr_! quantity .. s n excess'rof amounts specified on page one f 1 ) Cut-Off Tre;ch N n7 cut-off !w ar specified )d ) shall. beinstalled i••' trench ,(when i_..t _,- _ _:. f 1 e_ � shall t_ . � as shown i r, the plans. er `L_l Construct.] fin -------------- Construction Of e"Lc-L4`ated `L-iGE grades . Y _ areas =_s shall be= performed to thP neat 1 ' `A� r:f _s planned . Deviations 1m this will require prior approval Of the SCS. Ear h! ill shall be placed ..r7 ! -i in ma.: , of to r lifts :.and not placed in standing water . Compaction` shall performed b the construction equipment or -;i•••e - f'iC•,... railer placement. The embankment of the lagoon hall _he f r_ir-e i mpervi r_,u mater'ia. . . Construction. 4 -- installed..l . e .l include ten { 10) per- -•�ar�t for t-ett•l��€iiF:�t'!�t, �� o pr-•-ri:��.:::,...}. ':,_g - in �•-- shall dnen a{t'."'7..`-^.. of i li<<'uii,_al�,"-711_• material are =�Z+...f o!•!•�_.•.A . d - .._t_.•!ey will against... seepage, 1.. minimum r�'f' Ong(=' i 1 1 foot below �i.- need ...__... ••_ •_• -. .... grade:�-i= and�i I i a,r..Ir 1 l e d an,-.::! _ compactedwith_ cL approved^mod material r, i _'•i.i.... r `C- C F Rafe-. f tot the i. - investigation information i n i,.T plans -o special. - - - Precautions should be taken during construction i ill", i_r f prevent e -'r..-t:::::;_ ve erosion and sedimentation , Vegetation All exposed embankment and other bare constructed areas shall ...F..ii be seeded to the e planned t``pi� of vegetation _..._ t-f'•--i possible l: l.� after -.e type soon i ._L.� �n L_ !� ! �, s. construction according to ceding specifications sheet. ^ � ! SEEDING RECOMMENDATIONS ------------------------ AREA TO BE SEEDED: 2. 5 ACRES USE THE SEED MIXTURE INDICATED: ' 0 LBS. FESCUE GRASS @ 60 LBS. /ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. ' PENSACOLA' BAHIA GRASS @ 60 LBS. /ACRE , (SEE FOOTNOTE NO. 1 ) SEEDING DATES: MARCH 15 TO JUNE 30, ' 20 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE) 0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS . APPLY THE FOLLOWING: 2500 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE) 5 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 250 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE ) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA^, IT IS RECOMMENDED THAT 8 LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. -