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HomeMy WebLinkAbout310178_Permit Renewal Application 2019_20190410State 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, 2019, 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, 2019. 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. Farm Number: 31-0178 Certificate Of Coverage Number: AWS310178 2. Facility Name: Alan H. Phillips & Marshall Phillips Farm 3. Landowner's Name (same as on the Waste Management Plan): Alan H Phillips 4. Landowner's Mailing Address: 903 Wards Bridge Rd City: Warsaw State: NC Zip: 28398 Telephone Number: 910-296-3055 Ext. E-mail: mhp123@earthlink.net 5. Facility's Physical Address: 638 685 Abner Phillips Rd City: Warsaw State: NC Zip: 28398 6. County where Facility is located::tom:,• : ;: Duplin , -. .. 7. Farm Manager's Name (if different from Landowner);. _ . Marshall H Phillips g. Farm Manager's telephone numb r (include area code)^ p "" 910=290-0111 Ext. ;446- 9. Integrator's Name (if there is not an'Integrator write.I'None' )'.-t . Murphv-Brown LLC 10. Operator Name (OIC): Phone No.: OIC #. 11. Lessee's Name (if there is not a Lessee, write "None" ).` --'Y' 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Wean to Feeder 7,104 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) AP ,315, T Y C'Cii-r �ef 99D 2-704 19.50 MP ,Iir 0 7• qj C- t_ fi `C i4 4-' 2-f'UZ. k. 19.50 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d) to the 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 NRCS Standard specifications 2. A site map/schematic 3_ Emergency Action Plan f F, 4. _In'sectControl-Checklist-wittfchosen best management practices noted ` z=" 5. Odor Control Checklist with dliosen 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: tfie above table is accurate and complete. Also provide any site evaluations, wetland` determmatiins, orhazard classifications that- may, ,.be applicable to v- your facility.. . Operation and Maintenance Plan If your CAWMP includes any components not shown on this list;_ pleas include the additional compo niswith your submittal. (e.g. composting, digesters, waste transfers, etc.), As a second option to mailing paper copies of the application packaged you can scan - and application and all the CAWMP items above to: 2019PermitRenewal@ncdeni.gov email one signed copy of the 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 information and attachments are not included, this application package will be returned to me as incomplete. 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.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by ajrjncipal executive officer of the corporation): Name: Title: 11(44i`11. Signature: lt/) J Date: Name: Title: Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR x Ta' x ., Animal Feeding 'Operations Program = 1636 Mail Service Center _ — Raleigh, North Carolina 27699-163L ....a Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 ROY COOPER Governor MICHAEL S. REGAN set -teary LINDA CULPEPPER rector Alan H Phillips Alan H. Phillips & Marshall Phillips Farm 903 Wards Bridge Rd Warsaw, NC 28398 NORTH CAROLINA Environmental Quality Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: RECEtiVL., r 1^' 102019 water Quality February 27, 20194N+f uprd811t, Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-onerations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order Jto. assure your continued coverage theStateNon-Discharge General Permits, you must submit an aaplication for permit coverage to the Division._L Enclosed you will find 1 a 'Request for Certificate of Coverage Facility Currently Covered by an .Expiring. State Non -Discharge General .Permit." The_ application form must be completedr' :signed and returned by April 3. 2019. Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form, ; n Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation `of your facility without coverage under a valid general permit would constitute a violation of-NCG S143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you _ have any questions about the State Non -Discharge General Permits, the enclosed pplication, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section Dunlin County Soil and Water Conservation District AFOG Section Central Files - AWS3I0178 Murphy -Brown I.LC. • a D ! 5M1ai2rt DN. raft rb.auy❑epSe11 nSS& cfNEa m. iSr"3Y^e enrKruail R IlR a * oz.' .,=o:rrth _Cf gtiaaltne!a F2T "arp-1SSS ....i... ig...9 919.707 900O 0/78 3/, his plan has been prepared for: Alan and Marshall Phillips Marshall Phillips 903 Wards Bridge Warsaw, NC 28398 910-290-0111 Bill Thomas NRCS POBox219 Kenansville, NC 28349 910-296-2193 a s Developer Signature anure Only 4Owner/Managei/Proc�ucef Agre merit'' I we rider a d'an agre a specifications and the operation and mamt ance � procedures est ishijn thi_nutent nanagement plan which wcludes_ an animal Y a to zit of plan or hs farm named above`:I have read and understand h a egiured ecifications concerning anunal waste management that are incllu with Signature (o ner) Signature (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 Soil and Water Conservation Commission. Plan Approved By: Technical Specialist Signature Date 907478 Database Version 4.1 Date Printed: (W4157019 Cover Page 1 '.r,'ater 4;Raal;�;• R66io`z.i GNeiations ction Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S5 Swine Nursery Lagoon Liquid waste. generated;1;356;84 Swine Nursery Lagoon Liquid'operatiori. This capacities of approximately 180 days. ga17/year b a"7,104 •animal waste storage production facility has Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 2446 Incorporated 2935 Injected 2935 Irrigated ,_ ' . 2446 Max: Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ -Deficit (lbs)' --Actual Volume-- Applied (Gallons)' Volume Surplus/ -Deficit (Gallons) Year 1- ' 2,446 11484 -9,038 4,869,454 v-3,512,590 Year 2 2,446 15032 -12,586 6,374,339 -5,017,475 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 this source. 907478 Database Version 4.1 Date Printed: 06-19-2015 Source Page 1 of 1 Narrative This WUP is written on a wetted acres footprint. WO; • • 907478 Database Version 4.1 Date Printed: 06-19-2015 Narrative Page 1 of 1 The table shown below provides a summary of the crops or rotations included in this plan 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 Tract Field Total Acres Useable Acres Leaching Index (LI) Soil Series Crop Sequence RYE 1881 1 AW 4.18 4.18 N/A , Butters Corn, Grain 100 bu. Wheat, Grain 50 bu. Soybeans, Manured, Double Crop 29 bu. 1881 la 2.05 2.05 N/A Butters Corn, Grain 100 bu. Wheat, Grain 50 bu. Soybeans, Manured, Double Crop 29 bu. 1881 lb 5.86 t 5.86 N/A Butters N Corn, Grain 100 bu. ` Wheat, Grain 50 bu. Soybeans, Manured, Double Crop 29 bu. 1881 lc 4.13 4.13 + N/A Goldsboro Corn, Grain 130 bu. Wheat, Grain 65 bu. Soybeans, Manured, Double Crop 38 bu. 1881 ld 1.22 1.22 N/A Butters Corn, Grain 100 bu. Wheat, Grain 50 bu. Soybeans, Manured, Double Crop 29 bu. 1881 4g 5.00 4.17 N/A Noboco Corn, Grain - 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 38 bu. 1881 5 AW 3.52 3.52 N/A Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 1881 5a 4.63 4.63 ' N/A Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 1881 5b 1.94 1.94 N/A Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 1881 5c 5.74 5.74 N/A Norfolk Corn, Grain 115 bu. Wheat, Grain 60 bu. Soybeans, Manured, Double Crop 35 bu. 1881 6 AW 4.25 4.25 N/A Norfolk Corn, Grain 115 bu. 907478 Database Version 4.1 NOTE: Symbol * means user entered data. Date Printed 6/19/2015 PCS Page 1 of 2 Planned Crops Summary Tract 1881 1881 1881 Field 6a Pivot -A Pivot-B Total Acres 5.70 15.00 15.00 Useable Acres PLAN TOTALS: 78.22 Li <.2.___ >= 2'& <=-10 > 10 5.70 12.60 14.00 73.99 Leaching Index (LI) N/A N/A N/A Potential Leaching Low potential to contribute to soluble nutrient leaching below the root zone. Moderate potential to contribute to 4 soluble nutrient leaching below the root zone. High potential to contribute to soluble` nutrient leaching below the root zone. Soii Norfolk Butters Noboco None Crop Sequence Wheat, Grain Soybeans, Manured, Double Crop Corn, Grain Wheat, Grain Soybeans, Manured, Double Crop Com, Grain Wheat, Grain Soybeans, Manured, Double Crop Corn, Grain Wheat, Grain Soybeans, Manured, Double Crop Technical Guidance Nutrient -Management(590) should be: planned • RYE 60 bu. 35 bu. 115 bu. 60 bu. 35 bu. 100 bu. 50 bu. 29 bu. 115 bu. 60 bu. 38 bu. Nutrient Management (590) should be planned. --Other conservation practices that improve the soils available water holding capacity'and improve nutrient use efficiency should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778)-,and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers'(391). 907478 Database Version 4.1 NOTE: Symbol * means user entered data. Date Printed 6/19/2015 PCS Page 2 of 2 The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. .. ' , a This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate; of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included Abalance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization; :of the manure generated by the operation. : t Yeanl i Waste Utilization Table Tract 1881 Field 1 AW Source ID 1881 1 AW S5 S5 1881 la S5 1881 1881 la lb S5 Soil Series Butters Butters Butters Butters S5 }Butters 1881 lb S5 1881 1881 lc lc S5 S5 1881 Id S5 Butters Goldsboro Goldsboro Butters 1881 Id S5 Butters 1881 4g S5 Noboco 1881 4g S5 Noboco 1881 5 AW S5 Norfolk Total Acres 4.18 4.18 2.05 2.05 5.86 5.86 4.13 4.13 1.22 1.22 5.00 5.00 3.52 Use. Acres • 4.18 4.18 2.05 2.05 5.86 5.86 4.13 4.13 1.22 1.22 Crop• RYE Corn, Grain i ;;100 bu. Wheat, Grain 1.50 bu. Corn, Grain j 100 bu. Wheat, Grain •.,50 bu. Com, Grain Wheat, Grain ~100 bu. i ! S0 bu. Corn, Grain '130 bu. Wheat, Grain 65 bu. Corn, Grain 100 bu. Wheat, Grain 50 bu. Applic. Period :2/15-6/30 9/14/30 Nitrogen PA ' Nutrient Req'd :, (lbs/A) ;N/, 114 104 Comm Fert Nutrient Applied (lbs/A) N Res. (lbs/A) N 20 0 Manure PA Nutrient Applied (Ibs/A) Applic. Method N Irrig. 94 Irrig. 42 Liquid ManureA pplied (acre) 1000 gal/A 52.15 23.08 2/15r 6/30 119/1 `74/30 2/15-6/30 ••9/1-4/30 i 2/15-6/30 '9/1!4/30. 2/15; 6/30 114 104 114. 104 *156 136 114 • 9/14/30- 104 i 0 0 20 0 20 0 20 0 20 0 Irrig. 94 brig. 42 Irrig. 94 Trig. 42 Brig. 136 Brig. 54 brig. 94 Irrig. 42 37.55 16.62 Solid Manure Ap ecl. Tons J. 0 Liquid Manure Applied (Field) 1000 gals 217.98 96.47 76.97 34.06 Solid Manure Applied (Field) tons 0.00 0.00 0.00 0.00 37.55 0.00 220.03 0.00 16.62 0.00 54.32 21.73 37.55 16.62 0.00 0.00 0.00 0.00 97.37 224.36 89.74 45.81 20.27 0.00 0.00 0.00 0.00 0.00 1881 5 AW S5 Norfolk 1881 5a S5 Norfolk 1881 5a S5 Norfolk 3.52 4.63 4.63 907478 Database Version 4.1 4.17 4.17 3.52 3.52 4.63 4.63 Corn, Grain 115 bu. Wheat, Grain 610 bu. Corn, Grain Wheat, Grain Corn, Grain Wheat, Grain Date Printed: 6/19/2015,', ,II_ 115 bu. 60 bu. 115 bu. 60 bu. i2/15-6/30 131 1;9/14/30• 125 2/15-6/30 131 9/1-4/30 125 2/15-6/30 *137 9/1-4/30 j 125 `0 0 0 0 20 0 20 0 20 0 brig. 111 Irrig. Irrig. Irrig. brig. Irrig. 50 111 50 117 50 44.34 0.00 19.97 0.00 61.58 0.00 27.74 0.00 46.74 0.00 19.97 0.00 184.89 83.28 216.76 97.64 216.3 92.47 WUT Page 1 of 4 0.00 0.00 0.00 0.00 0.00 0.00 Waste Utilization Table Tract Field Source ID 1881 5b S5 Soil Series Norfolk 1881 5b S5 Norfolk 1881 5c S5 Norfolk 1881 5c S5 Norfolk 1881 6 AW S5 Norfolk 1881 6 AW S5 Norfolk Total Acres 1881 6a S5 Norfolk 1881 6a S5 Norfolk 1.94 1.94 5.74 5.74 4.25 4.25 5.70 5.70 1881 Pivot -A S5 Butters 1881 Pivot -A S5 Butters 1881 Pivot-B S5 Noboco 1881 Pivot-B S5 Noboco 15.00 15.00 15.00 15.00 Use. Acres 1.94 1.94 5.74 5.74 4.25 4.25 5.70 5.70 12.60 12.60 Corn, Grain Wheat, Grain 14.00 14.00 Com, Grain Wheat, Grain Com, Grain Wheat, Grain Com, Grain Wheat, Grain Com, Grain Wheat, Grain Corn, Grain Wheat, Grain Crop Year 1 Nitrogen Comm Res. PA Pert. (lbs/A) Nutrient Nutrient Reqd Applied (lbs/A) (lbs/A) Applic. RYE Period N N .115 bu: 60 bu. 115 bu. 60 bu. 115 bu. 60 bu. 115bu. 60 bu. 100, bu. 50 bu. 115 bu. 60 bu, 2/15-6/30 9/1-4/30 2/15-6/30 9/1-4/30 2/15-6/30 9/1-4/30 2/15-6/30 9/1-4/30 2/15-6/30. 9/1-4/30 2/15-6/30 9/1-4/30 '*137 125 *137 12J 131 125 *137 125 114 104 131. 125 0 0 0 0 0 0. 0 0 Applic. N Method 20 0 20 0 20 0 20 0 20 0 20 0 Irrig. Irrig. Irrig. Irrig. brig. brig. Irrig. brig. Irrig. Irrig. Irrig. Irrig. Manure Liquid Solid I Liquid PA ManureA Manure Manure Nutrient pplied Applied Applied Applied (acre) (acre) (Field) (lbs/A) Solid Manure Applied (Field) N 117 50 117 50 111 50 117 50 94 42 111 50 1000 gal/A 46.74 19.97 46.74 19.97 61.58 27.74 46.74 19.97 37.55 16.62 44.34 19.97 Tons 0.00 0 1000 gals 90.67 38.75 0.00 268.26 0.110 0.00 0.00 0.00 Total Applied, 1000 gallons Total Produced, 1000 gallons 4 Balance, 1000 gallons Notes: 1. In the tract column, - symbol means leased, otherwise, owned.... ...2... Symbol *.,means user entered data.. rt 907478 Database Version 4.1 Date Printed: 6/19/2015 Total Applied, tons Total Produced, tons Balance, tons 114.64 261.72 117.89 266.39 113.84 473.10 209.37 620.73 279.61 4,869.45 1,356,86 -3,512.59 WUT Page 2 of 4 tons 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Tract Field Source ID Soil Series Total Acres Use. Acres -. Crop •. RYE Applic. Period Nitrogen PA Nutrient Req'd'- (lbs/A) Comm Felt. Nutrient Applied. (lbs/A) Res. (lbs/A) Applic. Method Manure PA Nutrient Applied (lbs/A) Liquid ManureA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) - Solid Manure Applied (Field) i N N N N 1000 gal/A '�. , gals als _/ tons 1881 1 AW S5 Butters 4.18 4.18 Wheat, Grain 50,bu.' '9/1-4/30, 104 1 0 :0 brig. 62 34.62 0:00 144.70 0.00 1881 1 AW S5 Butters 4.18 4.18 Soybeans, Manured, Double Crop .-29.bu.„ ',4/1-9/15' 13 1 0 - 0 Irrig. 113 62.69 k# i ,0.:00 262.04 0.00 1881 la S5 Butters 2.05 2.05 Wheat, Grain E , 150 bu.. 9/-1-4/30' 104 0 0 Irrig. 62 24.93 r, [:00 51..10 0.00 1881 la S5 Butters 2.05 2.05 Soybeans, Manured, Double Crop , 29-bu. ; ; 4/1-9/15 113 0 0 Irrig. 113 45.14 '` nr 00 92.53 0.00 1881 lb S5 Butters 5.86 5.86 Wheat, Grain <5.0ibu. 9/1-4/30: " 104 0 ' 0 Irrig. 62 24.93 $' 0 . 146.06 0.00 1881 1b S5 Butters 5.86 5.86 Soybeans, Manured, Double Crop '29:'bu.' 4/1-9/15 .113 ,. 0 "0 Irrig. 113 45.14 `.'` . p0 264.50i 0.00 1881 lc S5 Goldsboro 4.13 4.13 Wheat, Grain ,. 6,5,bu.; : 9/1=4/30 1136 f 0 p - 4) Irrig. 82 32.59 S ' 0.00 134.61 0.00 1881 lc S5 Goldsboro 4.13 4.13 Soybeans, Manured, Double Crop . 73.8 bu. P - 4/1=9/15 ;149 ` 0 0 Irrig. 149 59'.52 ~0:00 245.80 0.00 1881 ld S5 Butters 1.22 1.22 Wheat, Grain : 50:bu. j 9/1-4/30 104 , 0 0 Irrig. 62 24.93 . :0 00 30.41 0.00 1881 ld S5 Butters 1.22 1.22 Soybeans Manured Double Crop •29.bu. 4/179/15 '113 i '0 0 Irrig. 113 45.14 ,;0.00 55.07 0.00 1881 4g S5 Noboco 5.00 4.17 Wheat,,Grain ;„•,,,;, .. ., ,, .,,,,.,. ,.„- ,60,bu.,, 9/1-4/30 . ;, 125, _...0 0 Irrig. 75 29.96 000 124.93 0.00 1881 4g S5 Noboco 5.00 4.17 Soybeans; Manured, Double Crop' a ' -' ' 38bu�.. ' 4/1-9/15 `' `149 " ' � 0 0 Irrig. 149 59.52 ,0.00 248.19 0.00 1881 5 AW S5 Norfolk 3.52 3.52 Wheat, Grain 60 bu. 9/1-4/30. 125 0 0 Irrig. 75 41.61 0.00 146.46 0.00 1881 5 AW S5 Norfolk 3.52 3.52 Soybeans, Manured, Double Crop,,:., _....._ , _...:..35.bu..... 41-9/15 , 137 - .0 0 Irrig. 137 76.01 0.00 267.54 0.00 1881 5a S5 Norfolk 4.63 4.63 Wheat, Grain. ' '°"' 60 bu • 9/1=4/30 125 0 0 Irrig. 75 29.96 0.00 138.71 0.00 1881 . 5a S5 Norfolk 4.63 4.63 Soybeans, Manured, Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 253.37 0.00 1881 5b S5 Norfolk. 1.94 1.94 Wheat, Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96 0.00 58.12 0.00 1881 5b S5 Norfolk 1.94 1.94 Soybeans, Manured, Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 106.16 0.00 1881 5c S5 Norfolk 5.74 5.74 Wheat, Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 29.96, 0.00 171.96 0.00 1881 5c S5 Norfolk 5.74 5.74 Soybeans, Manured, Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. d 137 54.72 0.00 314.11 0.00 1881 6 AW S5 Norfolk 4.25 4.25 Wheat, Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 41.61 0.00 176.84 0.00 1881 6 AW S5 Norfolk 4.25 4.25 Soybeans, Manurd, Double Crop _35, bu. 4/1-9/15 137 0 0 Irrig. 137 76.01. 0.00 323.02 0.00 907478 Database Version 4.1 Date Printed: 6/19/2015; WUT Page 3 of 4 t Ut'1' t' a rrba m 41 1V11 laui ........... - Nitrogen Comm Res. Manure Liquid Solid Liquid Solid PA Fert. (lbs/A) PA ManureA Manure Manure Manure , Nutrient Nutrient Nutrient pplied Applied Applied Applied ... Req'd Applied Applied (acre) (acre) (Field) (Field) • :(lbs/A) ,(lbs/A) (Ibs/A) i;,;; Source Total Use. ..., Applic. Applic. 1000 •'' `1r, # Tract Field ID Soil Series Acres Acres Crop , , . RYE Period . N N, N Method ` N gal/A , Ton"s 1000 gals tons 1881 6a S5 Norfolk 5.70 5.70 Wheat, Grain 60 bu. 9/1-4/30 125, 0 0 Irrig. 75 29.96 ao 170:76 0.00 -r 1881 6a S5 Norfolk 5.70 5.70 Soybeans; Manured; Double Crop 35 bu, 4/1-9/15 137 0 0 Irrig. 137 54.72 ;.I'• I ; 31192 0.00 r V 1881 Pivot -A S5 Butters 15.00 12.60 Wheat, Grain • ; 50 bu: 9/1-4/30, : 104 0 , 0 Brig. 62 24:93 `" 'A -WO., 314:06 0.00 1881 Pivot -A S5 Butters 15.00 12.60 Soybeans, Manured"; Double Crop 29. bu, 4/1-9/15: 1:13 0 0 Irrig. 113 45.14 117,4)5 568 73 0.00 i 1881 Pivot-B S5 Noboco 15.00 14.00 Wheat, Grain 60 bu: 9/1-4/30 .125 0 0 Irrig. 75 29.96 0.00 419:41 0.00 1881 •Pivot-B S5 Noboco 15.00 14.00 Soybeans, Manured; Double Crop 38 bu. 4/1-9/115-: ; 149 0 , 0 Brig. 149 59.52 0.00 833.23 0.00 1 Total Applied, 1000gallons a 6,374;34 Total Produced, 1000 gallons 1,356.86 Balance,•1000gallons -5,017.47 Total Applied, tons 0.00 Total Produced, tons 0.00 Balance, tons 0.00 Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 907478 Database Version 4.1 ,2.,, Sytnb81,, *,:means:user entered data. -r Date Printed: 6/19/2015 WUT Page 4 of 4 Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 907478 Database Version 4.1 ,2.,, Sytnb81,, *,:means:user entered data. -r Date Printed: 6/19/2015 WUT Page 4 of 4 Au>) co1FN+Ev+nt41 BLb -. FiN���I�D Fl:ooR slat!, ^Vb o PAD ZIEV, IcQL. Gkoss 5ec?jQVIEW D r Pt DNS RS E. .DEslG-tt Bo`rroi 0 F :*6utt 1-02-4 1NVErt-t o F Du1IQ' • Z oT 1i L S I (3.144 STDRaG� eLtSV, n~ry s-k LAG-oo NvEkl- £ ovr t ?i?e Err L t� p To? of DIKE Wi4a14 to2aA G‘rIAJAILdfrA. NrATstAik. x/4avaT•a A 4dt1 • 'Pr 1.1'7 - Aom e Ted w i rt4 A toto a z.DRFItsk+Ew ttii- S Lb DF PAD zlEv, so.'13 • ? IC L (QOS5 5e-C-"rID.tL V1o �• ,¢j DO: Gk W p �-t Rt.t-c t4 ckG- .1=itG-Ct (3oTTOm O F SUNti� SL.Z.0 81/ PE 5 0.3 1 11 "ui1GR`C 7 o-r AL oEs t G-t4 s-r..a %kV - \ L V I .LRGrogN t: kx'1"°39.gy ''' oTT p1M 1-'EY: 1L : t1 V It; ART. O F O v T l.1 '1 ? t P e sTTL� p TOP n� DIKE 6-.0.a1 EL e Uq 3,1) 1 24 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 not result in runoff_ This table provides the maximum application rate per hour that may be applied to each field selected to receive-v stewater. It also lists the maximum application amount that each field may receive in any one application event,` Irrigation Application Factors Tract 1881 Field 1 AW 1881 la 1881 lb 1881 lc Butters Butters Butters Goldsboro 1881 :.ld Butters 1881 4g 1881 1881 SAW —5a 1881 `5b 1881 BSc 1881 6AW 1881 1881 1881 `6a -Pivot-A== Pivot-B Noboco Norfolk Norfollc .-, Norfolk - Norfolk Norfolk Norfolk Butters Noboco Soil Series Application Rate (inches/hour) 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Application Amount (inches) 1.0 1.0 1.0 1.0 1.0 - 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 907478 Database Version 4.1 Date Printed 6/19/2015 NOTE: Symbol * means user entered data. IAF Page 1 of 1 The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen `' --, . concentrations each source, the number of animals in the facility and the plant available nitrogen application c ,,;� 7 rptes shown in the secondcolumn Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most 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 not possible, care should be 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 streainsand lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also , be a concern. _ rt Lagoon Sliidgd Nitrogen Utilization Table Crop Corn 120 bu Hay 6 ton R.Y.E.: Soybean 40 bu Maximum^ PA N.Rate ... d30.0 • 160 Maximum Sludge Application Rate —1000 gaUac - Minimum Acres -� - 5 Years Accumulation _Minimum Acres 10 Years Accumulation Swine Nursery Lagoon Sludge - Standard 14.69 29.38 15.67 16.20 8.10 15.19 Minimum Acres = 15 Years Accumulation 32.40 1 48.61 16.20 24.30 30.38 1 45.57 907478 Database Version 4.1 Date Printed: 06-19-2015 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month ofthe plan. 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 nutrientsto the first c op m. the plan at which storage volume in the lagoon or holding pond is equal to zero, �� -1rrr� ,, =^` 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 accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization planis inconsistent with the structure's temporary storage capacity. Source -Name Swine Nursery Lagoon Liquid Design Storage Capacity (Days) • Start Date 9/11 180 Plan Year Month Available Storage Capacity (Days) * — 1:- 1 38 1 .2 180 • ;1 s -,=;:f, .,. _ -3.-: 180 1 E 4 180 5 180 - 1 6 180 1 -7- 149 - - - I 8- 118 -- 1 9 180 1 10 180 1 11 180 1 12 180 2 1 180 2 2 180 2 3 180 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 149 2 11 119 2 12 88 * Available Storage Capacity is calculated as of the end of each month. 907478 Database Version 4.1 Date Printed: 06-19-2015 Capacity Page 1 of 1 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by ruoffj"drift, - manmade conveyances, direct application, or direct `discharge,during-r 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 owns 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 aa agreement with.a _landowner, who is within a -.reasonable proximity, allowing him/her the use of the land -for waste application It is the -the—ow-der—of . -e-- -. - p .:. there isili khan ,.responsibility of the waste ro�duction facih to secure an update of the Nutrient Management Plan whenchange in the operation, .increase in the number of animals, method -of application, receiving crop type, or available land. =3: --Animal waste shall be 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. :.W. Animal waste shall be applied to 1and=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 :IAA less than 10 tons per acre per year provided grass filter strips-areinstalled where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. 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). 907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite 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 flie 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..; Nutrients from waste shall not be applied in fall orwinter for spring planted -crops on soils with a high potential for leaching. Waste/nutrient loading rates on thesesoils should be held to a minimum and a suitable winter covercroprplanted to, take up released nutrients. Waste shall not be -applied more than 30 days prior to planting of the crop or forages breaking; d ormancy. i— 5° 1 Any_new swine facihtyysited on or after October 1,1995 shalt,complywith e the following: The.Aouter: perimeter of She land area onto which waste is applied from a lagoon that is a -component of a swine farm -shall be at least -50feet from-` any residential property boundary;andacanal Animal waste, other than=swine waste: from facilities: sited on or afterOctober 1,1995, shall not be -applied closer that 25 feet. toperennial waters.-, -Y 12. Animal waste shall not be applied' closer than 100 feet to wells. 13. 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. 907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided thef eld :irave been approved as a land application site by a -"technical spclal,'tAnimal 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. 17 A protective cover. of -appropriate vegetation; will be established on all disturbed areas (lagoonPembankments,berms, pipe runs, etc,) :Areas shall be fenced, as necessary, to protect they egetation 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. 18 If animal production at the facility istobe suspended,or terminated, the .owner is responsible for obtaining and implementing a"closure _plan" which will eliminate the possibilityAof an illegal discharge, pollution, and erosion... - _ _ 19. Waste handling structures, piping, pumps reels, etc., should be inspected 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. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (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 maximum storage volume for waste storage ponds. 907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 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,.unle- orestrictions require waste to be applied based on -other nutrient a i ,. i 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 analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a`minimum of three years. Waste application records for all other waste shall be maintained for five s:. (5) years. r23. -Dead animals will be disposed of in -a manner that ineets meets North Carolina } r ,regulations. . _, _,• ; , .:. ... - _ _ Rica,' gag APR 10 Z019 "� Re9ioaai Options Sew° 907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 4 • - -Crop Notes- .The following crop note applies to field(s): lc Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally plantedwhen soil temp r mires 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 characteristicslneeded 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 lbs/acre N 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.corm. _Timely management of weeds and insects -are essentialfor corn production:"- = The following crop note applies to field(s): 4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B Corp:: 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 lbs/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. 907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 1 of 4 The following crop note applies to field(s): 1 AW, la, lb, ld, Pivot -A Corn: CP, Mineral Soil, medium leaching In the Coastal Plain, corn is normally planted wheracfiktemperatures reach 52 to 55 degrees fahrenheit. • Review the Official Variety "green book and at on.' "o�irprivate companies to select a high • yielding variety with the characteristics needed for yourr 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 lbs/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 field(s): lc Wheat: Coastal Plain, Mineral Soil, low -leachable :In theCoastal:Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at11 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 .q no -till. Adequate depth control when planting thewheat 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 3-0 ibs/acre N at planting. _Phosphorus and potash recommended,6y a soil test can also be applied at -this time. Theremaining 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) r4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B 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 30 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. 907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 2 of 4 The following crop note applies to field(s): 1 AW, 1a, lb, 1d, Pivot -A Wheat: Coastal Plain, Mineral Soil, medium leachable In the Coastal Plain, wheatsho 'ld be a ted ..74.9cA3.er 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate'l0f% 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 30 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. following+.crop 'note=applies to field(s): lc Double -Crop Soybeans, Coastal Plain:.:Mineral Soil, low -leachable Double -crop soybeans should be planted as- earlyin-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 p p ompanies to select a high yielding variety with the characteristics needed for your -area and conditions. Plant 2- 4 seed/rowfoot for 7=8='-drills;-46-'seed/row,foot-for.,15"=rows,:6=8'seed/row foot for 30" rows and 8-10 seed/row foot -for 36"--rows.-Increase the seeding rate by at` least -10%o foeno-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 wheatin!theFall=.Soybeans producetheir own. -:nitrogen and"are normally grownawithout "additions=of nitrogen. 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 status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. The following crop note applies to field(s): 4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B 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 2-4 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 seed/row 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 nitrogen. 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 status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. 907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 3 of 4 The following crop note applies to field(s): 1 AW, la, lb, ld, Pivot -A Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable Double -crop soybeans should be4pl tAk y 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 2-4 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 seed/row 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 nitrogen. 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 status of the soybeans. Timely management of weeds and insects is essential for profitabledouble crop_ soybean production. • 907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 4 of 4 PERATIONZMAINTENANCE PLAN rroper lagoon rnai g 'me •shouldbe a'year round pnonty Itas especially important to manage levels so that you do not haveproblems during extended:ratny and wet periods. Maximum storage capacity should be available in the lagoon for periods whenthe receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter / early spring, irrigation according to a farm waste management. plan should be done whenever the land.in_dry enough to receive_lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down to the low. marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close• to the minimum liquid level as long as the.weather, and waste utilization plan will allow it _• Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does notleave room for storing excess .water during extended wet periods. Overflow from the lagoon for any "reason :except a 25,year 24 hour storm is .'violation of state Iaw:and -subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam, Fescue or common bermudagrass are;the most con:tmon vegetatve covers The. _vegetation should befertilized each year if needed to:tmamtam a vigorous stand. The,; amount of fertdizetl applied should be based on moils test _but rn the event that it is not =practical WATaan soilstest=:each year, the;�lagoonm ebankment=and surrounding areas should b, fertilized with 800 pounds=per acre of 10-10-10, or equivalent .,> Brush and+;"frees, on the embankment must be controlled-. ,,This:may be done by y= mowing,spraying 'grazing, chopping, or a combination of these :practices. This should be done at leastonce r.a year and possibly twice in -years: that weather. conditions are favorable for heavy vegetative growth r , NOTE If Vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon- water Such chemicals could harm the bacteria in the lagoon that are treating the waste Maintenance inspections` of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minis ur waste Inlet Pipes, Recycling Papes, and Overflow Pipes. = took for 1 - . separation of joints 2. cracks or breaks , $, accumulation of salts orminerals : :;:4 overall condition of pipes: Lagoon surfacelook for: undesirableegetative growth floating or fodged debris,_ .' L+f g a,rdpPK Ei bankrvaent - laolt for: -1. settlement; -cracking, or "jug" holes 2. side slope stability-- slumps or bulges 3. wet or damp areas on the back slope 4. ,erosion due to lack or vegetation or as a result of wave action 5.-- rodent damage- Larger. lagoons,.may be.;subject toliner damage due to wave _,:action_caused_by strong • winds These waves can erode the lagoon sidewalis, thereby weakening the lagoon dam. A good stand. of vegetation will_ reduce. the potential damage caused by wave action_ If • wave:;action causes.;serious;damageto. a lagoon: sidewall, baffles in the lagoon may be used to reduce:the wave impacts Any of these features could lead to erosion. and weakening of the dam. if your lagoon • -has any of`these features,' you should call _an appropriate expert familiar with design and construction of waste lagoons, You may need, to provide a temporary fix if, there is a threat of a waste' discharge However, a permanent solution should be reviewed by the technical expert . Any digging into,a lagoon dam with: heavy;equipment is a serious }- - _ undertaking with;' potentially serous _consequences and -should •not ;be -conducted -unless _ :recommended by -an "appropriate technicalexpert Y • Transfer Pumps `check'ffor proper Operation of recycling pumps irrigation pumps Check for leaks, loose fittings, and overall pump operation An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected -and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level:- This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is -.full; your neighbor's lagoon ,is full. also.. You should consider maintaining -an - inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff). away from your lagoon and other waste treatment or storage structures.: The only water that should be coming from your lagoon is that which cornesfrom your:flushing (washing) system pipes and the rainfall that tt theta4You .,should inspects your diversion systemfor the` adequate\egetation diversion capacity ..-ridge berm height' -... 3 Identified problems should be corrected promptly. It is advisable to inspect your system duing ,immediately following a heavy rain. If technical assistance is needed to aline -proper solutions, consult with appropriate experts. era 4xA e« ti'`r ,ems.•:-w You' should record the level�of the lagoon just prior to When rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of howmuch your lagoon lever will rise with a certain rainfall amount (you must alsobe recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. LagoonOperation, • mmediately, after construction establish a complete sod cover on bare soil surfaces to avoid erosion. Fill new lagoon „design -treatment volume, at (east- half .full of water, before waste loading=begins,. taking care not to erode Irving or bank slopes Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near they bottom, of the lagoon during initial filling or another_ means of Slowing the incoming water to avoid erosion of the lining" When possible; ;beginloading new lagoons in the spring to maximize bacterial establislimenf(due to°°warmervveatt er) 5 It is recommended that.• a:new lagoon be seeded with sludge from ,a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid Volume: "-This-seeding should occur at'least ;two 'weeks prior:to rthe, addition of wastewater. 6 Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime:at.the.rate of-1,:pound,per-1000 cubic feet of lagoon liquid volume -, until the pH rises above 7.0._ Optimum lagoon liquid pH is between 75 and 8.0 7. A dark color, lack of bubbling, and excessive, odor signals inadequate biological activity.- ..:. Consultation with -a technical specialist is recommended if these conditions occur -for prolonged periods, especially during the warm season. Loading: '.The more, frequently a d regular i$ t ulla�ste Ater s added to a lagoon, `the better the lagoon will function Flush system `lagoon several times daily are optimum for treatment. Pit recharge, systems, in which one or more buildings are drained and recharged each day, also work well. 4 rracticevwater conservation --- minimize building water usage and spillage from leaking waterers,,.broken pipes and washdown through proper maintenance and water conservation Minimize feed"Wastage and spillage by keeping feeders adjusted- This will reduce the amount of solids entering the lagoon. Management: •- Maintain lagoon- liquid level between the permanent storage level and the full temporary storage level. '-Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level: (Figure 2-1): Start irrigating at the earliest possible date in the spring ~based' on nutrient requirements andsoil moisture so that temporary storage will be maximized for the summer thunderstorm season Similarly, irrigate inthe late summer / early fall to rovide.:maximum lagoon storage :for the Winter., - �e,lagoon liquid level should never- be closerthan 1-:foot-to theiovvest-pomt of the-:• am or embankment Don not pump the lagoon liquid level lower than the permanent storage level unless _ Locate float pump intakes approximately„18 inches underneath the:bquid surface and as far away from the -drainpipe inlets as possible revent additions of bedding materials,long-stemmed forage or vegetation, 'molded -feed, plastic syringes, or other foreign materials into the lagoon. Frequently removebasins at end of confinement houses, .or wherever. they are installed. • Maintain strict vegetation, rodent, and varmint control near lagoon edges. • Do not allow trees or large bushes to grow on lagoon dam or embankment. a Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. ® If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: 5 proper lagoon sizing, mechanical solids separation of flushed waste, }gravity settling of flushed waste solids in an appropriately designed basin, or ' minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: • have more nutrients, have more odor, and require more land to properly :use the nutrients. Removal techniques: ire acustom applicator = - 1iiethe sludge and lagoon liquid with a'chopper -'agitator impeller -pump through large - boresprinklerirngationsystem onto nearby cropland; and soil incorporate. Dewater the -part of lagoon by irrigation onto nearby cropland or.forageland; mix remaining s•ludge; pump into liquid sludge applicator haul and spread onto cropland or fora9eland;-and soil incorporate.. . - :r Dewater the' upper part of lagoon- by irrigation -onto nearby cropland -or forageland; w dredge sludge fromlagoon with dragline orsludge barge; berm'an area beside lagoon to receive the sludge so' that liquids can drain backinto lagoon; allow sludge to dewater; haul and spread with 'manure;spreader'onto:cropland__orforagelarid;..and soil incorporate: Regardless of the method;': you :.must ;-have `the sludge ,material. analyzedfor .waste :, constituents, just as ;you would your lagoon water ,_The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited bythese nutrients as:well as any. previous:waste applications. to that_field and crop _requirement Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until -you are sure that the sludge can be removed without liner injury. If the liner( is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated j,pleduce the chance:: of erosion. Note that if the sludgezis applied to fields wits 6#31of -test,pt osphors; it should be applied only at rates equal to the crop remova� rrospnorus .' Aelwith other wastes, always have your lagoon sludge analyzed for its nutrien#"value 6 °Wr= The application of sludge will increase the amount of odor et the waste application site. Extra precaution should be used to observe the wind direction and other conditions which Could increase the concern of neighbors.. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: 0 " MddifiCgOtf bffhelagi5orcarliCtUre an example is the placement of a pipe in the dam ;,_;• without proper design and construction. (Consult an expert in lagoon design before any piPes in dams.) high levels are a safety risk. Failure to tnspect and maintain' the darti. r5 -7,71c " • 6 Excess surface water flowing into the lagoon: integrity: 4---i-:.plotect-,-froMyinlerpipe -Septiring,tlanlage'•-dug'slydge'. removal, or Jr=4. below groundwatert6ble. • • • • NOTE: itlagoon,;Waterls-.allOWed. tO oVerto1Y-the-',Clani;:the' moVingMater.W.iltsoon cause i- " t - nf thectam.:,•:-.;:Once,at amage,-s a s,-,!1 y arge - , discharge of wasteijvater and possible bitWfailtire'..-K.,.- 7 PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) EMERGENCY MANAGEMENT SERVICES (EMS) SOIL AND WATER CONSERVATION DISTRICT (SWCD) NATURAL RESOURCES CONSERVATION SERVICE (NRCS) COOPERATIVE EXTENSION SERVICE (CES) 2. • This plari )UI be implemented in the event that wastes from your operation are leaking; overflowing or running off 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 0 ensure that this does not happen.. ,This plan should be posted in, an, accessible location 'for. all 'employees at the faciliity:.The following are some action items you should take. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested responses to some possible problemsAa�rre listed below _ am r' - —433-3 t Ito 9 cj141� Q10-5�a-�9�� q' 13 — Ql o _�q �- j 1l0 Lagoon overflow- possible solutions are ) Add soil to berm to increase elevation of dam Pump wastes to fields at an acceptable rate ''� -;Stop all flow to the lagoon'immediately ' ,Calla pumping contractor. Make sure no surface water is entering lagoon.. Runoff from waste application field -actions include: Immediately stop waste application. Create a temporary diversion to contain waste. Incorporate waste to reduce runoff_ Evaluate and eliminate the reasons) that cause the runoff.. Evaluate the application rates for the fields where runoff occurred. a) b) c) d) e) C. Leakage from the waste pipes and sprinklers action include::. a) Stop recycle pump. . b) Stop irrigation pump. . c) Close valves to eliminate further discharge.. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed possible action: or ditch from the bkment.to catch a a) Dig a small sump pump, and pump back to lagoon' - -,- b) If holes are caused by burrowing animals trap or remove and compact with a clay type soil. c) Have a professional evaluate the condition of the side walls and the as possible. to flowing leaks - ut ih a submersible, sL alas file holes and lagoon bottom as soon 8 2. Assess the extent of the spill and note any obvious damages. a. 'Did the waste reach surface waters w b. Approximately how much was released andYforwhat duration? c. Any damage notes, 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 the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should include: your narrie, facility ,,_, number,. telephone: number, the details of.the incident from item 2 above, the exact ,location of the facility,. the, location, or direction: of ,the movement of;the, spill;;weather and wind conditions: The : correctiv' measures. that have been, under taken, ; and the seriousness of thesituation If the spill leaves property or enters surface waters, call local EMS phone number Instruct EMS to`contact local Health Department:''''''' . .-Contact CE's phone nurnber;•local SWCD office phone number and the local NRCS officefor. advice / technical assistance phone number. If none of the above works call 911 or the Sheriff's Department and explain your problem to, them and ask the person to contact the proper agencies for you. Contact the contractor of your choke to.b_egin repair of problem to minimize offsite damage. a. .Contractors Name --Murphy Brown, LLC b. Contractors Address: P.O. Box 856, Warsaw, NC 28398 c . Contractors Phone: ••• (910)293-3434 6. Contact, the techn'icalspecialistwho certified the (MRCS, Consulting Engineer, etc.) a. Name:. Kraig Westerbeek :.Y. b. Phone: (910) 293 - 5330 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. APR 10 /019 aAFatm. Quality Regional Operations lion Storage tank or Partial microbial . )Sotto or midlevel loading basin surface decomposition Mixing whiles )Tan trers filling Agitation when, emptying(. n)Basin urface mats of solids ( )Proven biological additives or oxida Settling basin surface . Partial microbial decom- position Mixing while filling • Agitation when emptying ( )Extend drainpipe outlets underneath liquid level ( )Remove settled solids regularly Manure, slurry or sludge spreader outlets• Agitation when spreading Volatile gas emissions ( )Soil injection of slurry/sludges ( }Wash residual manure from spreader after use ( )Proven biological additives or oxidants Dead animals Carcass decomposition ( )Proper disposition of carcasses Dead animal disposal pits Carcass.decomposition, ., _,.(= .)Complete covering of carcasses in burial ( ,)Proper location / construction of disposal pits 1 Incinerators ::; Incomplete combustion .`(.)Secondary"stack burners"" Standing water:;. around facilities improperdrainage (✓)Farm access road maintenance ,;.: Microbial decomposition of away from facilities organic Matter Manure tracked ".,.,Poorly"maintained-access (V)Farm access road maintenance onto public roads .roads i from farm access 7r.: Additional Information ,: Swine Manure;ManaBement 0200 Rule ../ BMP Packet NCSU-County Extension Center Swine Production `Farm Potential odor Sources and Remedies, EBAE Fact Sheet. NCSU-BAE - Swine Production Facility Manure Management Pit Recharge: -Lagoon Treatment EBAE128 88 ,NCSU BAE Swine Production Facility Manure Management Underfloor FIuse'Lagoon Treatiilent 129-88NCSUBAE-- Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and WastewaterApplicationEquipment EBAE Fact Sheet NCSU-BAE Controlling Odors. from Swine Buildings; PIH 33 NCSU-Swine Extension Environmental Assurance Program NPPC Manual NC Pork Producers Assoq , ' .. Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns, in Animal Manure Management: Odors and Flies; PR0101., Florida Cooperative Extension. 1995 Conference Proceedings Available From: The issues checked (.`)'pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical I certify the aforementioned odor control Best Management Practices have been reviewed with me. (Lanr Signature) 13 Version —November 26, 2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus;�5econclary option. Methods other than those listed must be approved b_tlfe gate tennarian. Primary Secondary Routine Mortality EI 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 be at 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. a. ,.,Rendering at a rendering plant_licensed under G S:-106-168.7. Coniplete incineration according to 02 NCAC 52C .0102. Aconiposting 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. In the case of dead poultry. only,_ placing in a disposal pit of a siie and design approved by the NCDepartment of Agriculture & Consumer Services'(G:S.=106-549.70).i•-- _ Any method which, in the professional opinioniof 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 bedone 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. Sig - re of Far swner/Manager • Date • /7( h Sign-, ure of Technical Specialist Date Operator:MARSHALL'PHILLIPS*County DUPLIN Distance to nearest residence (other than owner 1. STEADY STATE LIVE WEIGHT 0 sows 0 sows 0 head sows 3520 head (farrow to finish),,:- (farrow to feeder) (finishing only) (farrow to wean) (wean to feeder) TOTAL STEADY STATE LIVE 1417 522 135 433 30 lbs. lbs. lbs. lbs. lbs. Date: 11/07/93 1300.0 feet WEIGHT (SSLW) = 2. MINIMUM REQUIRED. TREATMENT -VOLUME .OF:. LAGOON—:- _ 0 lbs = 0 lbs 0 lbs 0 lbs 105600 lbs 105600 lbs _..Volume 105600 lbs. SSLW x.-Treatment Volume(CF)/lb. SSLW Treatment<='Volume (CF) /1b _ SSLW= . `:_. : ;.` 1 CF/lb. SSLW Volume = 105600 cubic feet 3. STORAGE VOLUME ,.FOR `SLUDGE `'ACCUMULATION "`=`= = " Volume":s_, rya. �,a0:: "0' `cubic` feet .; ,.... �� F.,. a%Th,• at: ..D 4 . TOTAL -:DESIGN, VOLUME , Inside top length 200.0 feet-2, Insides top _Top of dike at elevation 50.8 feet Freeboard T 1,0 feet , Sidg :Fslopes - �= 3 0 -Total design -lagoon 1iquid level!fat elevation•- Bottom` of lagoonelevation ._.l . 39 8 feet'' Seasonal high water table elevation .40.6 Total design Volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH 3.0 3.0 3.0 3.0 194.0 AREA OF TOP LENGTH * WIDTH = 194.0 129.0 AREA OF BOTTOM LENGTH * WIDTH = 134.0 69.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 164.0 99.0 c,� a•� �`QcF width 135.0 feet 1 (Inside_lagoon) - 4 9. 8 __feet feet WIDTH DEPTH 129.0 10.00 25026 (AREA OF TOP) 9246 (AREA OF BOTTOM) 64944 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 25026.0 64944.0 9246.0 1.7 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 165360 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 200.0 135.0 27000.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet _ { TOTAL DA 27000.0 square feet Design -temporary :storage -period to be 5A. Volume of waste produced A roximate pp� � dailyproducton ofmanure in:.CF/LBSSLW 0.00136' Volume = 1060bVLbs.SSLW * CF of Waste/Lb:/Day * 180 days EP *Volume = 25851 cubic feet '_-180 days. - _ B. Volume= of wash, water;_, -_ _ ______ .-This is the-: amount _ of fresh-_ ater =used. -ford washing- floors or volume of -afresh water used for'-a;-f1 shn-_system-,-- Flush -.-systems that recirculat the -lagoon; .water- are account d for, in 5A. Volume = 0.0 gallons/day Volume- = 0. 0 cubic feet 180 days storage/7.48 gallons 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 Volume = 7.0 in * DA / 12 inches per foot Volume = 15750.0 cubic feet 7.0 inches a 5D. Volume of 25 Yyear - 24 hourx stam-..�!, Volume = 7.5 inches / 12 inches per foot * DA Volume = 16875.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 25851 cubic feet 5B. 0 cubic feet 5C. 15750 cubic feet 5D. 16875 cubic feet TOTAL 58476. tcubic feet 6. SUMMARY - Tota1 required volume 164076 cubic feet :Total =design volume=avail 165360. cubic -;feet _ .: - -Min. -req '-:treatment volume plus --'sludge :accumulation 105600 cubic fe At elev.: 47.2 feet ,'Volume is 106228 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 148485 cubic feet _ �- F _ At elev = --49 1:_feet-- , Volume is 147131 cubic feet _(start pumping) Seasonal high water table elevation 40.6 feet 7. DESIGNED BY • ,L APPROVED BY /YI.1 f • 75"llYl DATE: DATE: 12/c%g.3 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT Operator:ALAN PHILLIPS IP Court r gya,. DIJPLIN Distance to nearest residence s"(ot}han owner): 1. STEADY STATE LIVE WEIGHT Date: 03/03/94 2000.0 feet 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs ' 0 head (finishing only) x 135 lbs. = 0 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 3552 head (wean to feeder). x 30 lbs. = 106560 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs 2. MINIMUM REQUIRED TREATMENT: VOLUME =- OF LAGOON Volume = 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(QF)/lb. SSLW= 1 CF/lb. SSLW Volume = 106560 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION06,4NO2- Volume = 0.0 cubic feet 4. TOTAL DESIGN VOLUME Inside top length '210.0 feet ; -Inside top width 140.0 feet Top, of _dike, at =.elevation- :49:2 Meet =� -Freeboard 1.'0- feet ,- Side slopes , 3.0 1 (Inside lagoon) Total design 1ago on- :1-iquid._1eve1==at: _eleva-t-ion =- 48 : 2= feet Bottom of` -lagoon -elevation 38.2 feet 0 Seasonal high water table_elevation O feet Total design -volume using—prismoidal- formula -- SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 204.0 134.0 10.00 AREA OF TOP LENGTH * WIDTH = 204.0 134.0 AREA OF BOTTOM LENGTH * WIDTH = 144.0 74.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 174.0 104.0 27336 (AREA OF TOP) 10656 (AREA OF BOTTOM) 72384 (AREA OF MIDSECTION * 4) CU. FT. = AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6 27336.0 72384.0 10656.0 1. VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 183960 CU. FT. c (-) `i1* 5D. Volume -of 25 year ` 4 !;ou . _orn-i Volume = 7:5 inches / x° inches per foot * DA Volume = 18375.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 26086 cubic feet-- 5B. 0 cubic -feet 5C. 17150 cubic feet 5D. 18375 cubic feet_ f TOTAL 61611 cubicfeet 6. SUMMARY_ ----Totalrequired.volume. 168171 cubic feet Total design volume avail. 183960 cubic feet Min. req.:.. treatment volume plus sludge accumulation 106560,, cubic ,f- At'elev_ 45.2 feet_., Volume is 110.538 cubic feet (end pumping) _ Total design volume= less 25yrr24hr`storm is 165585 cubic feet At elev 47 r4feet • Volume is'4 1` r154023cubicfeet (start pumping ja Seasonal high-water'table"'elevation 7. DESIGNED BY: 7 " ems. DATE : feet DATE: ),,s-py NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: 5. TEMPORARY STORAGE R ED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 210.0 140.0 29400.0 square feet Buildings (roof and lot water) Length * Width =- 0.0. 0.0.. 0.0 square feet -TOTAL DAT 29400.0 square feet Design temporary storage period to be 180 days. 5A. Volume_ of ; waste.:: produced -Approximate.daily-production�of _manure-AACF/LB SSLW 0.00136 - .Volume =:=_--10656,0 Lbs. _SSLW eC *�F W/,L.,/, of� astebDay * 180 days -Volume-=_. 26086v Cubic -feet- - Volume of wash water This is the amountof1fresh water used for washing -floors or volume the e -fresh h water used for a ._f lush --system-. Flush 3systems= that- .recirculatc g water are accounted for in A. Volume = 0.0 gallons/day * :180 days storage/7.48 gallons Volume0:0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount 180 days excess rainfall Volume = 7.0 in * DA / 12 inches per foot Volume = 17150.0 cubic feet 7.0 inches -per CF