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Home My WebLink About310348_Application_20240323State 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 Systoms will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under 1he;e State Non -Discharge General Permits must apply for renewal at ]east 180 days prior to their expiration date. Therefore. all app ications 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 correctio►rs below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS310348 2. Facility Name: Little Brook Hog Farm 3. Permittee's Name (same as on the Waste Management Plan): 4. Permittee's Mailing Address: 5489 S NC 50 City: Wallace State: NC Telephone Number: 910-285-4773 Ext. E-mail: 5. Facility's Physical Address: 431 dames Rd City: Wallace State: NC 6. County where Facility is located: Duplin 7. Farm Manager's Name (if different from Landowner): S. Farm Manager's telephone number (include area code): 9. Integrator's Name (if there is not an Integrator, write "None"): 10, Operator Name (QIC): Stanley R. dames 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Swine - Feeder to Finish Operation Tyres: Swine Cattle Wean to Finish Dairy Calf Wean to Feeder Dairy Heifer Famiw to Finish Milk Cow Feeder to Finish Dry Cow Farrow to Wean Beef Stocker Calf Farrow to Feeder Beef Feeder Boar/Stud Beef Broad C o,�► Gilts Other Other Stanley R James Zip: 28466 Zip: 28466 Murphy -Brown LLC Phone No.: 910-285-4773 O1C #: 18077 Allowable Count 2.448 Dn Poultr►• Other Types Non Laying Chickens I4orses - horses Laying Chickens Horses - Other Pullets Sheep - Sheep Turkeys Sheep - Other Turkey Pullet Wet Poultry Hon Laying Pullet 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 Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Peet) Design Freeboard "Re. [line" i In, ,he s) I lagoon 5/1611991 Full, clay 504,583.00 73,583.00 1050 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.IOC(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, contFdring: 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 sail 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 W UP 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 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 m ty be applicable to your facility. S. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your st bmittal. (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. f understi:nd 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 143-215.613, 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 vio ation. (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 PermitteelLandownerlSigning 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): STA lYjFY A J- Title: 414 � Signature: Date: 1 / 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 276"-1636 Version —Novem6 �r 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 ❑ ElBurial three Feet beneath the surface of the ground within 24 hours of knowledge of anirial death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.1064103). The bottom of the burial pit should beat least one foot above the seeacnal 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 & C on- sumer Services Veterinary Division (attach copy of permit). If compost is distributed 5F •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 size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). ❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make passible 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 plane 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 s ip- ports a variety of emergency mortality disposal options; contact the Division for guidan. e. • 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 %.fate Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Vete inary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's ani n:.1 waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian ma,F enact additional temporary procedures or measures for disposal according to G.S. 1U-339.4. 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Lu c o) a, V Q L d al u ai al 0 O u Ln 6k al ti n 0 Cr Q. aj N i 07 D •= LL Ll- X s' -0 n N PCL7 L i O vl O -0 0 ❑ fl7 .. 7C r LA 0 w 7 ❑ !'- E Ln al J a; iZ m 0 E N u [G y � d Ln N-0 to C Q rG C M 'C ra . E G f I 1 f c 0)0NNao Ln M amQ C _0 'Ci 'a D C D ro 0 u C C C C C C gym+ +m +m +M' 0 Ln Ln LI! Ln U Q Lf) Sn V9 Ln (D u u u u L� n RCIE cr-a mo z z z z m 0 u u u u Q z z z z z❑ d a Q WD 0 LD a) rp a u a w C V) NAMFt ; ADDRESS': TYPE AND SIZE JF OPERATION 1WWW- Stars I ey James Wallace, NC `- 1 224 Tr -pp ii ng DESIGNED BY D. W. Houston t APPROVED BY DATE i'ERMANEN'T STORAGE 448 Hogs x 1,25 f bs per hog i Cu Ft per, lb. TEMPORARY STORAGE 330480 I bs -if animal x 1.35 cu. ft. of waste per day per 1000 ! bs of animal wt. „ 180 plays RAINFALL LESS EVAPORATION 7" X 63450 sq. ft. surface area ppr 12"per- ft RAINFALL 25 Yet. 1 DAY STORM 7.5" X 68450 sq. ft. of surface area per IZ" per ft. TOTAL STORAGE NEEDED CUT TO FILL RATIO 1.4: 1 TOTAL STORAGE AVAILABLE AMOUNT OF FILL DIKE PAD TOTAL SETTLEMENT 10% TOTAL AMOUNT OF FILL TOTAL EXCAVATION i� SJud34, jforur nat co.-med Q-k 14.1dow'i"i regved'. * 5l vdgt, .,,A bt. re"-0"& d a.s 01-ed d. A 4}iiiker art• prefemt on Ina 'C0i4 •rvcfim Sj4e'. FACE: :33041::O Cu Ft 80307 Cu Ft S 9':-J,. 9 Cu Ft 42"'E 1 Cu Ft 4934;7 Cu Ft 10275 Cu Yds 5045E': 3 Cu Ft ixr�O Cu Yds 140'383 Cu Ft 82:8e-o Cu Ft 22:324.3 Cu Ft 221124 Cu Ft 24556.7 Cu Ft 3 470-) Cu Ft 1:31 w T Cu Yd s ° U . ~ READY K L M M O P sows (faF-row to feeder) >S. James / head (finishin� only>:======================> 2448 3 sows (farrow to wean):======================> 9 head <wean to feeder > 10 Storage volume for sludge accum ft.>:=> 'I Inside top Ienyth: > 379.0 �2 Inside top width:===========================> 194.0 l3 Top of dik� �t �l�v�tion:==��=======�~"��> 49.& �4 Freeboard > 2.2 15 Side s1opas 2.5 16 25 Year - 24 Hour 7.5 |7 Bottom of lagoon e1evation:=================> 36.4 �8 Tota% required volume:=============� 500029 �9 Total design volume av�il.�========> 585198 �0 Design L n d pumping elev.�===================> 43.3 �1 Min. required treatment volume: 330480 �2 StLnrage volume at m^nd pumping zlev.^ 331669 2:3 Design sU-1rt pumping 46.7 � Available temparary storage: 539244 �G Storage vol. at start pumpin� el�v.: �38729 ��_j-Nov-91 04:34 PM ~ //-�_L' r-~��) �. '' ^ It cn"s -,"u4'o- /n1no,\ . Co"['~°�u~ ro�' ef' °,,/�~, Q R TO PRINT ALT-P O&M �LAN ALT-O TO CL�AA ALT-_� SEC%NG SPE�5. ALT-� WAET|� PLPN ALT-/o CONSTRUCT PAGE NAI' P: Stanley ,James OPERATION AND MAINTENANCE Ch i s i a.goor, i s Lies i -,fined for waste treatment w i th m i n i rnurn odor c ontr•i--p #. The time requ i t"ed for the p I ai-Ined fluid f eve E to be reached may vary due to so i I [_ ond i t i Lens, f I ush i n-3 Oper at i �i"i'a, and the ainount of fresh water- added to tho systern. Land app f i ca.t i c'-n of waste water is recognized as an acceptable method o-F disposal. Ir•r i oa't i ran bye using center pivot, gun, or - traveler is the preferred and most efficient method to dispose of the effluent from the lagoon. Care should be taken when applying waste to prevent damagrr to the crops and to prevent runoff from the fief des. The fo I I owi rig i tems axe .to be ear"r i Pd out - I. - Beg i n pump --rout of the I agoon when f l u i d I ere I rea-ches i nvert of the outlet pipes or at a. pre -determined elevation. 2. Stop pump -out before the I agoon depth i s € ess than 6 feet deep ,,r'. at a. pre --determined dept -i . (This prevents the loss of f avorab i e bacteria) . The recommended amount .to apply per irrigation is one inch, and max i mum recommended app I i cat i on rate i s 0.5 i rich per hour. 4. It i s recommended that the treatment 1 agoon be prechar~•ged to /Z i is capac i ty to prevent excess i ve odors dur• i ng beg i nn i rig stages of the operation. F'recharg i ng roduces the concentration of the i rs i t i a.l waste enter i ring the lagoon thereby reducing odors. Solids should be covered with: water at all times. S. Keep vegetation on the embankment and areas around the lagoon and buildings mowed. 6. Repair any eroded areas and establish in vegetation. 7. The Clean Water Act of 1977 prohibits the discharge of po l I utants i nto waters of the Un i ted States. The Department of Environment, Health, and Natural Resources, Wastewater Management Sect i on, has the reasons i b i I i ty for eriforc i rig th i s law. All surface water- is to be diverted from the lagoon to an adequate and stable outlet. C:ERTIF 1CATION: I hereby certify that I understand the operation and maintenance requirements stated above. Furthermore, I understand how rna.ny acres are required in order to land apply the waste and that the lagoon may have to be pumped 2 or more times a year. This design has been explained to me and I agree with all provisions fated in the design. I aiso certify that there are no residence ,;her 'than mine or my tenants' within 750 feet of this operation. I understand that compliance with this design DUES NOT prevent someone from suing me because of nuisance or other reasons. NAME: Stan I ry jarnes e Af- PRcJX I MA L'E ANNUAL N I i"ftOUEN1 { N 7 AND PHOSPHORUS (P) PRODUCTION ON TONS OF WASTE STORED.- 4818 BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD ICE ANALYZED TO DETERMINE THE EXACT N.JTR:L ENT C:ONTIrIV"l" . THE NGDA LABORATORY IN RAL..E I GH PERFORMIS) WASTE ANALYSES. Y 0' I SHOULD MINTAC:T. AGR1DN iM f c SERVICES DIVISION NC DA , I:,L.UP: RIDGE ROAD CENTER RALEIGH N.C. 7611 PHONE: ':-19-7:=33-'2::655 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A RI-DW CT_�OP PLANTED TO PRE VENT- EROSION. SOME- L)F TI•-IE EFFLUENT COULD BE. USED FOR IRRIGATION PURPI)SES DURING THE GROWING SEASON. I. -AND l kEQU I REMENTS FOR WASTE APPLICATION 244-F: capac i ty Feeder to Finish operation: Land Ava i 1. Lars'! Requ i red 37.9 36.7 ac . 6f cropland planted to tarn C) _'0-•`_: c14.2 �:�f coastal b}.En'tt�"i'fk'tl1�lcS.g[v'ass--grazed [C1. 0.0 -ac/. 14 . 2 ac . cif coastal bef m43�S. 3 ass -- hay 0.0 29.4 ac . of fescue --grazed 10:_D.2 percent of land required is available it sow Farrow to Fender- operation: Lard Avail, Land Required 0 0.0 ac. of cropland planted to corn 0 0.0 ac. of coastal Bermuda ra.ss--gra.zed 0 0.0 ac. of coastal bermudagrass--hay 0 0.0 ac. of fescue ---grazed ERROR percent of land required is available 0 sow Farrow to Finish operation: Land Avail. Land Required 0 0.0 ac. of cropland planted to corn 0 0.0 ac. of coastal bermudasgr-ass--grazed 0 0.0 ac. of coastal bermudagrass--- hay 0 0.0 ac. of fescue --grazed ERROR percent of land required is available BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES Elev. 47.0 Bottom Outlet Pipe ------------------------------- DO NOT LOWER THE FLUID ANY LOWER THAN Elev. 44.0 3 Ft. Below Pipe ------------------------------- THE EFFLUENT SHOULD BE APPLIED AT A HATE THAT WILL NOT CAUSE ANY RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER f tF_C::i ll�IlYll IVI}EI3 APPPL I CATION RATE IS C).5 INCHES PER Hi_-JUR AND THE MAXIMUM RECOMMENDED APPLICATION AMOUNT I S I INCH PER I RRGATI i--1)tl NAME. Stan I ey James NEEDING SPECIFIC:ATIC04S 'AREA TO DE SEEDED APPLY THE FOLLOWING USE THE SEED MIXTURE 'INDICATED ( 7 a A C: . 3000 LEIS. ,a --- O-8 FERTILIZER' 6 TONS DOLOMITIC LIMESTONE 300 BALES SMALL GRAIN STRAW 150 LDS. FESCUE GRASS 10E LBS . CEATS 150 LIDS. BAHIA GRASS 12 LDS. WEEPING LOVE GRASS 36 LDS. HULLED BERMUDA GRASS ( 7 60 LDS. UNIHULLED BERMUDA GRASS DIVERT ALL WATER TO A STABLE OUTLET THE NEAREST RESIDENCE IS 1100 FT. T.L;.M. 50.00 ELEVATION DESCRIPTION Na i f in post at crossing approx. 75 ft . West of sta. G 4+00. VERY IMPORTANT - PLEASE READ CAREFULLY THE LAGOON AND THE AREA AROUND THE HCiG HOUSES MUST BE SEEDED WITH EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE: YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE C:O11- PLE T ED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON) AREA, SIDE::. SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD DE SEEDED WITHIN FIFTEEN (15) DAPS AFTER CONSTRUCTION. THE SOIL WILL.. NOT DRY OUT AS MUCH IF SEEDED WITHIN! THIS TIME FRAME WHICH WILL RESULT IN A MUCH LETTER STAND OF GRASS.) SHAPE AREA TO BE SEEDED_ INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP. I"AGE 5 - NAMg: Stanley dames RAGE 6 DEPTH [AREA OF TOR + AREA of BOTTOM + # x AREA OF MIDSECTION] VOLUME _ 6.0 27 DEPTH [ L X W + L X W+ 4 X L X W ] VOLUME_------------------------------��----------��_� 6 27 10.0 [ I7-5 X 360 + 125 2 310 + 4 X !BO X 3351 VOLUME _--------- 6.0 z7 10.0 1 S027501 VOLUME =----------------- 6.0 27 504583.2 CU. FT. VOLUME =--------- 27.0 VOLUME = 196ee.8 Cu.¥DS. 68450.0 sq.ft. 49349T.1 cu. ft. needed SIDE SLOPES Z.5,1 • lr. S. Department of Agriculture NC-FNG-w4 Soil Conservation Service Septem�cr 1980 File Cede: 210 HAZARD CLASSIFICATION QATR SHEET FOR DAIS Landowner rfa ^_Ied County Community or Group No.. -.Conservation Plan No. Estimated Depth of Water to Top of Dam G•p __Ft, length of Flood Pool - Ft. Date of Field Hazard Investigation Evaluation by reacts of flood plain downstream to the point of estimated minor effect from sudden dam failure. : Est.-Elev.:Est. -N evation Kind of :Improvements: of 3reach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Flood Plain: Flo.)d Plain Ft. Ft. Ft. Ft. 2 3 -- Describe potential for loss of life and damage to existing or probable future downstream improvements -from a -sudden- breach o,- Lgreyj Cr ci ,. ireR,, 1 W» r! e Hazard Classification of Dam 0), b, c) (see N EM-Part 520.21) Dam Classification (d), II, III, IV, V) 8y Q��ScTr Date ` µ a _. �n - title Concurred BY Date (rTame)title NOTE: I. Instructions on reverse side. 2. Attach additional sheets as needed. Animal waste lagoons are designed with permanent storagr_ (waste treatment volume) and temporary storage. The designed 6 month temporary storage is an estimated volume based on: i) waste from animals; ?) 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. The excess rainfall will vary greatly during the year and from year to year. This estimate is based on T inches Of excess rainfall which is equal to or exceeds the hi:jhest 6 months excess in a year_ The average annual excess rainfall is approximately 3 inches. Therefore, an average of a inches of excess rainfall will need to be pumped ea_h 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 from bu i 1 d i rig (s) . If the outlet pipe is ;lot installed on the elevation to begin pumping, a permanent marker must be installed an this elevation to indicate when pumping should begin. After initial filling of lagoon, U minimum 6 feet depth must be maintained for anerobic treatment of waste. An elevation must be established to stop pumping to maintain the minimum treatment depth. Pumping can be started or stopped anytime between these +.wa elevations for operating convenience so long as site conditions permit (conditions are weather, soil, crap, and equipment to apply waste to prevent runoff or leaching). For this lagoon the maximum elevation to begin pumping ii. '?-O— feet and the minimum elevation to pump to is `Nb_ Feet. The design temporary storage, less 25 year storm, is )).DS'1 cub i c feet or 9a445S- gal Ions. As stated before, this vo I jwe will vary considerably from year to year. This lagoon is 'designed to flush buildings with recyc l e-j lagoon liquid, and fresh water should not be used for flushing after initial filling. • s ■■■■■■■■■■Eu■■■■■■■■■■■■■■■■■ ■■■■■■■■■■>.■■■■ii mNo NOON■ ■■■ ■■i 0■■ ■■■■■■■■■ ■■■NOON uN ■■ 1 M0m0Eu m, ■ ■■■�i7J.�H■FO=L1■■ �■■■ w ■� ► ■ ■�■■■■■■■■■■■■■■ NOON..EM0u irE ■ ■�SC+J�!H■t■■■ no ■■■■�■■■■■■ ■■■ ■■■HS■■■■■■■■■E■ ■E■ ■51�J:dL■B■Ci.�i�■■■■� ■■O■■■■■■■■■■■NN■NOSE ■■■ ■■ �■■■■■■■■E■■ ■■■■■■ ■■■■■EOE■■■■■■ ■■■ ■[ ' LD+�L+1■■■■ ■■■ ■■■■■■■■■MIKE H■■E■■■■■■■■■ 1 MMMMMMMMSMMMMMMMMMI MEN ■■■■NMi■■■H■■■■■■■■EN ■■■E■E■■■ii■■■■■�■■■■■■■■NONE MEMNON ■/H■■ ■1 �IK�IK��i•�at1E�� W�i•��ir>t o] Iva mmisimis ■NIMS iiii■i■ ■■■■■IN ■■■■■■■■■ ■ ■ iiiii■ml■ �■�_ ■ ::=mill ■■■■■■■■■■rlil!1;�"�4!1■'1.t94l7Hlu:DTI!■�:i��!^!:#�1'!��■!+liw■7:i ■■S■■■■■■■■■■ O ,�■,■��■■■■■■■■o■H■■ ■■■ ■■■■■■■■urT��=i`"ram■a■riN■■T11I li:■r", � 0 NOMEro 110111:r1::::■■■::::H::■■ E.:!■ .1 iiiiiiii■�iiiiiii"i'uiiiii'uiiiiii � ■■ ■■■ ■■■■■■■■■■ ■■■■■ ■�■■■■■■■■ I•- �ii ►� c u z Sf up 3•." 3.}V� G a j M, fRn�ey Tames -a9aon 6—Sr��I� T. m . . . . . ... . . . . . . I 0A .4 F*A ra C 1,6 16 ................ ....... ....... ..... ........ V4 �— I , —Omm Flo ,� • M - er` .y': Yam.: � ' •. � �dqY} •.' ".� v1' r . • C• .. •...Y• .. : i V- •'i !�`S - .�-j�G:i�•��`y` � W �y �ly�;'Y� ' N r'F,� r - _ � i F FF r � .+air r, ..� • Y" - - i � Y - Via..- f . � � ,♦ � 4 • r � s •c tit wi ILA r °r d► a `rt r• p � �-� j. • rya '• ', r �• "_� 3�VOS Ol IOC: NAMFt ; ADDRESS': TYPE AND SIZE JF OPERATION 1WWW- Stars I ey James Wallace, NC `- 1 224 Tr -pp ii ng DESIGNED BY D. W. Houston t APPROVED BY DATE i'ERMANEN'T STORAGE 448 Hogs x 1,25 f bs per hog i Cu Ft per, lb. TEMPORARY STORAGE 330480 I bs -if animal x 1.35 cu. ft. of waste per day per 1000 ! bs of animal wt. „ 180 plays RAINFALL LESS EVAPORATION 7" X 63450 sq. ft. surface area ppr 12"per- ft RAINFALL 25 Yet. 1 DAY STORM 7.5" X 68450 sq. ft. of surface area per IZ" per ft. TOTAL STORAGE NEEDED CUT TO FILL RATIO 1.4: 1 TOTAL STORAGE AVAILABLE AMOUNT OF FILL DIKE PAD TOTAL SETTLEMENT 10% TOTAL AMOUNT OF FILL TOTAL EXCAVATION i� SJud34, jforur nat co.-med Q-k 14.1dow'i"i regved'. * 5l vdgt, .,,A bt. re"-0"& d a.s 01-ed d. A 4}iiiker art• prefemt on Ina 'C0i4 •rvcfim Sj4e'. FACE: :33041::O Cu Ft 80307 Cu Ft S 9':-J,. 9 Cu Ft 42"'E 1 Cu Ft 4934;7 Cu Ft 10275 Cu Yds 5045E': 3 Cu Ft ixr�O Cu Yds 140'383 Cu Ft 82:8e-o Cu Ft 22:324.3 Cu Ft 221124 Cu Ft 24556.7 Cu Ft 3 470-) Cu Ft 1:31 w T Cu Yd s ° U . ~ READY K L M M O P sows (faF-row to feeder) >S. James / head (finishin� only>:======================> 2448 3 sows (farrow to wean):======================> 9 head <wean to feeder > 10 Storage volume for sludge accum ft.>:=> 'I Inside top Ienyth: > 379.0 �2 Inside top width:===========================> 194.0 l3 Top of dik� �t �l�v�tion:==��=======�~"��> 49.& �4 Freeboard > 2.2 15 Side s1opas 2.5 16 25 Year - 24 Hour 7.5 |7 Bottom of lagoon e1evation:=================> 36.4 �8 Tota% required volume:=============� 500029 �9 Total design volume av�il.�========> 585198 �0 Design L n d pumping elev.�===================> 43.3 �1 Min. required treatment volume: 330480 �2 StLnrage volume at m^nd pumping zlev.^ 331669 2:3 Design sU-1rt pumping 46.7 � Available temparary storage: 539244 �G Storage vol. at start pumpin� el�v.: �38729 ��_j-Nov-91 04:34 PM ~ //-�_L' r-~��) �. '' ^ It cn"s -,"u4'o- /n1no,\ . Co"['~°�u~ ro�' ef' °,,/�~, Q R TO PRINT ALT-P O&M �LAN ALT-O TO CL�AA ALT-_� SEC%NG SPE�5. ALT-� WAET|� PLPN ALT-/o CONSTRUCT PAGE NAI' P: Stanley ,James OPERATION AND MAINTENANCE Ch i s i a.goor, i s Lies i -,fined for waste treatment w i th m i n i rnurn odor c ontr•i--p #. The time requ i t"ed for the p I ai-Ined fluid f eve E to be reached may vary due to so i I [_ ond i t i Lens, f I ush i n-3 Oper at i �i"i'a, and the ainount of fresh water- added to tho systern. Land app f i ca.t i c'-n of waste water is recognized as an acceptable method o-F disposal. Ir•r i oa't i ran bye using center pivot, gun, or - traveler is the preferred and most efficient method to dispose of the effluent from the lagoon. Care should be taken when applying waste to prevent damagrr to the crops and to prevent runoff from the fief des. The fo I I owi rig i tems axe .to be ear"r i Pd out - I. - Beg i n pump --rout of the I agoon when f l u i d I ere I rea-ches i nvert of the outlet pipes or at a. pre -determined elevation. 2. Stop pump -out before the I agoon depth i s € ess than 6 feet deep ,,r'. at a. pre --determined dept -i . (This prevents the loss of f avorab i e bacteria) . The recommended amount .to apply per irrigation is one inch, and max i mum recommended app I i cat i on rate i s 0.5 i rich per hour. 4. It i s recommended that the treatment 1 agoon be prechar~•ged to /Z i is capac i ty to prevent excess i ve odors dur• i ng beg i nn i rig stages of the operation. F'recharg i ng roduces the concentration of the i rs i t i a.l waste enter i ring the lagoon thereby reducing odors. Solids should be covered with: water at all times. S. Keep vegetation on the embankment and areas around the lagoon and buildings mowed. 6. Repair any eroded areas and establish in vegetation. 7. The Clean Water Act of 1977 prohibits the discharge of po l I utants i nto waters of the Un i ted States. The Department of Environment, Health, and Natural Resources, Wastewater Management Sect i on, has the reasons i b i I i ty for eriforc i rig th i s law. All surface water- is to be diverted from the lagoon to an adequate and stable outlet. C:ERTIF 1CATION: I hereby certify that I understand the operation and maintenance requirements stated above. Furthermore, I understand how rna.ny acres are required in order to land apply the waste and that the lagoon may have to be pumped 2 or more times a year. This design has been explained to me and I agree with all provisions fated in the design. I aiso certify that there are no residence ,;her 'than mine or my tenants' within 750 feet of this operation. I understand that compliance with this design DUES NOT prevent someone from suing me because of nuisance or other reasons. NAME: Stan I ry jarnes e Af- PRcJX I MA L'E ANNUAL N I i"ftOUEN1 { N 7 AND PHOSPHORUS (P) PRODUCTION ON TONS OF WASTE STORED.- 4818 BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD ICE ANALYZED TO DETERMINE THE EXACT N.JTR:L ENT C:ONTIrIV"l" . THE NGDA LABORATORY IN RAL..E I GH PERFORMIS) WASTE ANALYSES. Y 0' I SHOULD MINTAC:T. AGR1DN iM f c SERVICES DIVISION NC DA , I:,L.UP: RIDGE ROAD CENTER RALEIGH N.C. 7611 PHONE: ':-19-7:=33-'2::655 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A RI-DW CT_�OP PLANTED TO PRE VENT- EROSION. SOME- L)F TI•-IE EFFLUENT COULD BE. USED FOR IRRIGATION PURPI)SES DURING THE GROWING SEASON. I. -AND l kEQU I REMENTS FOR WASTE APPLICATION 244-F: capac i ty Feeder to Finish operation: Land Ava i 1. Lars'! Requ i red 37.9 36.7 ac . 6f cropland planted to tarn C) _'0-•`_: c14.2 �:�f coastal b}.En'tt�"i'fk'tl1�lcS.g[v'ass--grazed [C1. 0.0 -ac/. 14 . 2 ac . cif coastal bef m43�S. 3 ass -- hay 0.0 29.4 ac . of fescue --grazed 10:_D.2 percent of land required is available it sow Farrow to Fender- operation: Lard Avail, Land Required 0 0.0 ac. of cropland planted to corn 0 0.0 ac. of coastal Bermuda ra.ss--gra.zed 0 0.0 ac. of coastal bermudagrass--hay 0 0.0 ac. of fescue ---grazed ERROR percent of land required is available 0 sow Farrow to Finish operation: Land Avail. Land Required 0 0.0 ac. of cropland planted to corn 0 0.0 ac. of coastal bermudasgr-ass--grazed 0 0.0 ac. of coastal bermudagrass--- hay 0 0.0 ac. of fescue --grazed ERROR percent of land required is available BEGIN PUMPING THE EFFLUENT WHEN THE FLUID LEVEL REACHES Elev. 47.0 Bottom Outlet Pipe ------------------------------- DO NOT LOWER THE FLUID ANY LOWER THAN Elev. 44.0 3 Ft. Below Pipe ------------------------------- THE EFFLUENT SHOULD BE APPLIED AT A HATE THAT WILL NOT CAUSE ANY RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER f tF_C::i ll�IlYll IVI}EI3 APPPL I CATION RATE IS C).5 INCHES PER Hi_-JUR AND THE MAXIMUM RECOMMENDED APPLICATION AMOUNT I S I INCH PER I RRGATI i--1)tl NAME. Stan I ey James NEEDING SPECIFIC:ATIC04S 'AREA TO DE SEEDED APPLY THE FOLLOWING USE THE SEED MIXTURE 'INDICATED ( 7 a A C: . 3000 LEIS. ,a --- O-8 FERTILIZER' 6 TONS DOLOMITIC LIMESTONE 300 BALES SMALL GRAIN STRAW 150 LDS. FESCUE GRASS 10E LBS . CEATS 150 LIDS. BAHIA GRASS 12 LDS. WEEPING LOVE GRASS 36 LDS. HULLED BERMUDA GRASS ( 7 60 LDS. UNIHULLED BERMUDA GRASS DIVERT ALL WATER TO A STABLE OUTLET THE NEAREST RESIDENCE IS 1100 FT. T.L;.M. 50.00 ELEVATION DESCRIPTION Na i f in post at crossing approx. 75 ft . West of sta. G 4+00. VERY IMPORTANT - PLEASE READ CAREFULLY THE LAGOON AND THE AREA AROUND THE HCiG HOUSES MUST BE SEEDED WITH EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE: YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE C:O11- PLE T ED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON) AREA, SIDE::. SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD DE SEEDED WITHIN FIFTEEN (15) DAPS AFTER CONSTRUCTION. THE SOIL WILL.. NOT DRY OUT AS MUCH IF SEEDED WITHIN! THIS TIME FRAME WHICH WILL RESULT IN A MUCH LETTER STAND OF GRASS.) SHAPE AREA TO BE SEEDED_ INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP. I"AGE 5 - NAMg: Stanley dames RAGE 6 DEPTH [AREA OF TOR + AREA of BOTTOM + # x AREA OF MIDSECTION] VOLUME _ 6.0 27 DEPTH [ L X W + L X W+ 4 X L X W ] VOLUME_------------------------------��----------��_� 6 27 10.0 [ I7-5 X 360 + 125 2 310 + 4 X !BO X 3351 VOLUME _--------- 6.0 z7 10.0 1 S027501 VOLUME =----------------- 6.0 27 504583.2 CU. FT. VOLUME =--------- 27.0 VOLUME = 196ee.8 Cu.¥DS. 68450.0 sq.ft. 49349T.1 cu. ft. needed SIDE SLOPES Z.5,1 • lr. S. Department of Agriculture NC-FNG-w4 Soil Conservation Service Septem�cr 1980 File Cede: 210 HAZARD CLASSIFICATION QATR SHEET FOR DAIS Landowner rfa ^_Ied County Community or Group No.. -.Conservation Plan No. Estimated Depth of Water to Top of Dam G•p __Ft, length of Flood Pool - Ft. Date of Field Hazard Investigation Evaluation by reacts of flood plain downstream to the point of estimated minor effect from sudden dam failure. : Est.-Elev.:Est. -N evation Kind of :Improvements: of 3reach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Flood Plain: Flo.)d Plain Ft. Ft. Ft. Ft. 2 3 -- Describe potential for loss of life and damage to existing or probable future downstream improvements -from a -sudden- breach o,- Lgreyj Cr ci ,. ireR,, 1 W» r! e Hazard Classification of Dam 0), b, c) (see N EM-Part 520.21) Dam Classification (d), II, III, IV, V) 8y Q��ScTr Date ` µ a _. �n - title Concurred BY Date (rTame)title NOTE: I. Instructions on reverse side. 2. Attach additional sheets as needed. Animal waste lagoons are designed with permanent storagr_ (waste treatment volume) and temporary storage. The designed 6 month temporary storage is an estimated volume based on: i) waste from animals; ?) 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. The excess rainfall will vary greatly during the year and from year to year. This estimate is based on T inches Of excess rainfall which is equal to or exceeds the hi:jhest 6 months excess in a year_ The average annual excess rainfall is approximately 3 inches. Therefore, an average of a inches of excess rainfall will need to be pumped ea_h 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 from bu i 1 d i rig (s) . If the outlet pipe is ;lot installed on the elevation to begin pumping, a permanent marker must be installed an this elevation to indicate when pumping should begin. After initial filling of lagoon, U minimum 6 feet depth must be maintained for anerobic treatment of waste. An elevation must be established to stop pumping to maintain the minimum treatment depth. Pumping can be started or stopped anytime between these +.wa elevations for operating convenience so long as site conditions permit (conditions are weather, soil, crap, and equipment to apply waste to prevent runoff or leaching). For this lagoon the maximum elevation to begin pumping ii. '?-O— feet and the minimum elevation to pump to is `Nb_ Feet. The design temporary storage, less 25 year storm, is )).DS'1 cub i c feet or 9a445S- gal Ions. As stated before, this vo I jwe will vary considerably from year to year. This lagoon is 'designed to flush buildings with recyc l e-j lagoon liquid, and fresh water should not be used for flushing after initial filling. • s ■■■■■■■■■■Eu■■■■■■■■■■■■■■■■■ ■■■■■■■■■■>.■■■■ii mNo NOON■ ■■■ ■■i 0■■ ■■■■■■■■■ ■■■NOON uN ■■ 1 M0m0Eu m, ■ ■■■�i7J.�H■FO=L1■■ �■■■ w ■� ► ■ ■�■■■■■■■■■■■■■■ NOON..EM0u irE ■ ■�SC+J�!H■t■■■ no ■■■■�■■■■■■ ■■■ ■■■HS■■■■■■■■■E■ ■E■ ■51�J:dL■B■Ci.�i�■■■■� ■■O■■■■■■■■■■■NN■NOSE ■■■ ■■ �■■■■■■■■E■■ ■■■■■■ ■■■■■EOE■■■■■■ ■■■ ■[ ' LD+�L+1■■■■ ■■■ ■■■■■■■■■MIKE H■■E■■■■■■■■■ 1 MMMMMMMMSMMMMMMMMMI MEN ■■■■NMi■■■H■■■■■■■■EN ■■■E■E■■■ii■■■■■�■■■■■■■■NONE MEMNON ■/H■■ ■1 �IK�IK��i•�at1E�� W�i•��ir>t o] Iva mmisimis ■NIMS iiii■i■ ■■■■■IN ■■■■■■■■■ ■ ■ iiiii■ml■ �■�_ ■ ::=mill ■■■■■■■■■■rlil!1;�"�4!1■'1.t94l7Hlu:DTI!■�:i��!^!:#�1'!��■!+liw■7:i ■■S■■■■■■■■■■ O ,�■,■��■■■■■■■■o■H■■ ■■■ ■■■■■■■■urT��=i`"ram■a■riN■■T11I li:■r", � 0 NOMEro 110111:r1::::■■■::::H::■■ E.:!■ .1 iiiiiiii■�iiiiiii"i'uiiiii'uiiiiii � ■■ ■■■ ■■■■■■■■■■ ■■■■■ ■�■■■■■■■■ I•- �ii ►� c u z Sf up 3•." 3.}V� G a j M, fRn�ey Tames -a9aon 6—Sr��I� T. m . . . . . ... . . . . . . I 0A .4 F*A ra C 1,6 16 ................ ....... ....... ..... ........ V4 �— I , —Omm Flo ,� • M - er` .y': Yam.: � ' •. � �dqY} •.' ".� v1' r . • C• .. •...Y• .. : i V- •'i !�`S - .�-j�G:i�•��`y` � W �y �ly�;'Y� ' N r'F,� r - _ � i F FF r � .+air r, ..� • Y" - - i � Y - Via..- f . � � ,♦ � 4 • r � s •c tit wi ILA r °r d► a `rt r• p � �-� j. • rya '• ', r �• "_� 3�VOS Ol IOC: Nutrient Management Plan For Animal Waste Utilization 11-12-2004 I This plan has been prepared for: Little Brook Hog Far► i Slanlev R. James 5489 S. NC 50 Wallace, NC 28466 910- 285-4773 This plan has been developed by: 1Blh• 9" Houston Duplin Soil & Water PO Box 219 Kenansville, NC 28349 910- 296- 2120 ' /�v - Developer Signature Type of Plan: Nitrogen Only with Manure Only OwnerlyIanager[Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures � established in this nutrient management plan which includes an animal waste utilization p1F.n For the farm named above. I have read and understand the Required Specifications concerning aldmal waste management that are included with this plan. Signature ( on ner) Signature (manager or producer) ii-o-bv Date Date This plan meets the minimum standards and specifications of the U.S. Department of Agricultu ri - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By; � ' 'l�t� - 1�_'� L Technic3 Specialist Signature ate 7S3?09 Database Version 3.1 Date Printed: 11-12-2004 Cover Page i Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,774,800 gals/year by a ? —00 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 5124 Incorporated $860 Injected 9691 Irrigated 5570 Max. Avail. PAN (ibs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surpl isi Deficit (Galluis) Year 1 5,570 12306 -6,736 4.915,334 -2,690,534 -------------............ 1 --------------------------------------------------------------------..-...........-.----------------------------- . \ote: In source 1D, S means standard source, L' means user defined source. * Max. A►aiiable PAN' is calculated on the basis of the actual application method(s) identified in the plan for this source. 783209 Database Version 3.1 Date Printed: 11-12-2004 Source Page Page 1 of i Narrative The Pivot acres(12.71Ac) are from an irrigation design by Mainor Tile and Irrigation. The fields labeled (AW) are pulls that may be made using AN AIRWAY SYSTEM OWNED BY MR. JAMES. ----------- ---------------------------------------------------- --------------------- ----- 783209 Database Version 3.1 Datr Printed: 11-12-2004 Narrative Page Page 1 of I The table shown below, provides a summary of the crops or rotations included in this plan for each field. Realistic Y.i_ld 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 - Total Useable Leaching Tract Field Acres Acres Index (L1) Soil Series Crop Sequence RYE 7791 airwav 4 1{f ilU t:].G(n N .k Autn� ille Small Grain Overseed 1.0 Cons II-,b:id Bermud2grass Flay ... 5,5 Tons 7784 airway I 10.1(3 10_ 10 ti A Autno IIle Small Grain 0,,-crseed 1.0 Tons Hybrid Bermudagrass 1-Jay 1.5 Tons 7784 airway ? 5.20 5.20 N A Autm-0ile Small Grain ilverseed 1,0 Tons Hybrid Bermudagrass Flay- $,5 Tons 7784 aim -ay 3 1-24 1.24 N' A Woodin¢ton Fescue Pasture 4.0 Tons 7784 pivit 1 1171 12.71 N A Autry ille small Grain O ersced 1.0 Tons 1 iybri0 Bermudagrass ttay =.5 'Fons PLAN TOTALS: 39.31 39.31 L/ 2 Potential Leaching Low potential to contribute to soluble nutrient leaching below the root zone. Technical Guidance — None _ ? &' Moderate potential to contribute to soluble Nutrient Management (5%) should be planned. �= 1 n nutrient leaching below the not zone. I Iigh Potential to contribute to so IuhIC Nutrient Management (590) should be planned. Other eon sen-ation practice that i np aye [Ile Sk1iI5 nutrient leaching below the root zone. available water holding capacity and inip roc•e nutrient use CMCiency should be corsidared. > 11) Example are Coo er Crops (340) to scavenge nutrients, Sr�.i-BzsLd Flotations t3: PS]. L, rig -Terns No-Ti1I (778), and edge-offield practices such as Filter Strips (393) and Riparian Cori st Buffers i 3911. 783209 Database Version 3.1 Date Printed 11 1' 2004 PCs Page Pact 1 of 1 NOTE: SGmbol 0 means user entered data. l � v�, ' � x � � a C n sr•, n r. n u•. _ n •r. :L ]I! 'ail ^Ji DF7 64 :4 DI. c � Z 6 � a � � L x 4-1 �y V'• rJ � fv � �. �7 it ro db' — iE eL ell T v 'a✓C � � 4 U n N n N n N L c�. f r- •7 T T T T T T T _ x x x x x ni S n r x n The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies ti -ith soils. If applying waste nutrients through an irrigation system, you must apply at a rate that ►grill not 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 Tract Field Soil Series Application Rate (inches: hour) Applicmvon Amount lin=hes) 7781 airway 4 Autryville O.bO-.D 7784 airway 1 AutryviIle 0.60 �..0 7784 airway 2 Autry-ville 0.60 �..0 7784 airway 3 Woodington 0,40 .0 7784 pivit 1 Autryville 0.60 A 783209 Database Version 3.1 Date Printed 11 ' 12 2004 IAF Page Page 1 of 1 NC)TF- q�"hnl * mt nnc itcor entFrMl i1mm The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for slud;;e utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each 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 cle in 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 rely sigh, 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 its. !d 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 streams and lakes, phosphorous is a concern. Soils containing eery high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal sac (Minimum Acres 5 Years Accumulation %timmum Acres 10 Years :accumulation Minims m Acres 15 Years A; cumulation S«vine Feeder -Finish Lagoon Sludge - Standard Corti I20 bu 150 I3.10 30.09 6it.1' 90-26 Hay G ton R.Y.F.. 300 26.32 15.04 30,09 .15.13 Soybean 40 hu 160 14.04 28.21 56.41 84,62 --------------------------•--...................... ..-•----- ---- •--••------------ --------------------.----------------------------------------- 783209 Database Version 3.1 Date Printed 11-12-200.1 Sludge Page Page I of The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity a►'a lable at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity- i--r r ays minus the number of days of net storage volume accumulated. The start date is a value entered by the user and : s 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 equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicaus that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is n,:g;.tive, 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 plan is inconsistent with the structure's temporary storage capacity. Available Waste Storage Capacity Source :Name I Swine Feeder -Finish Lagoon Liquid Design Storage Capacity (Day s) Start Date 19a 1$0 Plan Year Month Av ailable Storage Capacity (Days) ' 1 I I1 1 ? 105 1 4 1,4 1 5 1, :0 1 b 1,;0 l 7 1,.0 I 8 1,;0 1 9 1 :;0 1 10 1W 1 11 1''2 1 12 161 . * At ailablc Storage Capacity is calculated as of the end of each month. --------- •--..-.-._..------------ .......................... --•......... -------------- ............. .......... ...----------- ---..----------------- . 783209 Database Version 3.1 Date Printed: 11-12-2004 Capacity Page Page 1 of Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operati�)n 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 agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facilii-y to secure an update of the Nutrient Management Plan when there is a change !A 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. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per ►'e;tr. Waste may be applied to land eroding at more than 5 tons per acre per year t ut less than 10 tons per acre per year provided grass filter strips are installed ►vl�-ere runoff leaves the field (see USDA, NRCS Field Office Technical Guide Stand:i rd 393 - Filter Strips). 4 C4I 7. Odors can be reduced by injecting the waste ❑r by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 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). 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 Joes not cause drift from the site during application. No pondin g should occur in a rder to control odor and flies. ----------- ---- --- 783209 Database Version 3 Date Printed: I I'I2!2004 Specification Pagv 1 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 tL.t 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 an,, - 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 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 Iandowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 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 the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied )n grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner tha causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sink!., etc., shall not be discharged into the animal waste management system. ........ --------- --.......... I ------------------ ----------------------------------------- ------------ ---- - - .- 783209 Database Version 3.1 Date Printed: I YI2 2004 Specification Page 2 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 b � inspected regularly- for evidence of erosion, leakage, or discharge. 18. 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 elimi.iate the possibility of an illegal discharge, pollution, and erosion. 19. 'Waste handling structures, piping, pumps, reels, etc., should be inspected on..i 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 furtheY applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevation s 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 stoutge ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at le�ist annually at crop sites where waste products are applied. Nitrogen shall be thi- rate -determining nutrient, unless other restrictions require waste to be applieJ 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 analy! is 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) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. -------------------------------------------------------------------------------------------- -------------- ---------- -- 783209 Database Version 3.1 Date Printed: It 12/2004 Specification Pag¢ 3 Crop Notes The following crop note applies to field(s): airway 1. airway 2. airway 4 p.vit 1 Bermudagrass Coastal Plain. Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain. hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Corer sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun anc wind. For Coastal and Tifton 78 plant at least 10 bulac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bulac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bulae in 1.5' to 2' rows spaced 1' to 1.5' in mw. For broadcast/disked-in sprigs use about 60 bulac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb1ac N in the establishment year in split applications in April and July. For established stands apply 180 to 24C lblac 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. The following crop note applies to tield(s): airti: ay 3 Fescue: Coastal Plain, Mineral Soil. Poorly Drained to Somewhat Poorly Drained, Adaptation: Moderate to Marginal. In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For pure -stand broadcast seedings use 20 to 301b1ac., for drilled use 15 to 20 lb/ac. seed. Use certified sc ed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" is mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; ise Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lblac nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb'ac. IN to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional information or consult your regional agronomist or extension agent for assistance. ------------------ --------------------------------------------........... --------------------- ----- 733'? 0 Database Version 3.1 !late Printed: 11-12-2004 Crop Note Page Page 1 of." The following crop note applies to tield(s): airway 1, airway 2. airway 4, f Wit 1 Small Grain: CP..Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October IS -October 30: and rye from October 15-November 20. For 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-til1. Oats should be planted at 2 bushels/acre acid rye at 1-1 112 bushels/acre. Plant all these small grains at 1-1 112" 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 r ❑ more than 30 lbslacre N at planting. Phosphorus and potash recommended by a soil test can also be appliei at this time. The remaining N should be applied during the months of February -March. -- ------ --- 783?09 Database %'ersion 3.1 Date Printed: 11-12-2004 Crop Note Page Page 2 off':.' 04 'eurce U. -216 1 Li 1 z0. i Ui 1 j u; 7 rry C77 v. ;tj lC CA rr 15 Z. • , .t ? b7 4J a } ai ca�cop MC;)CO ee co ev r• Lj �NC^i��M1 5 L-ti VJ L C lL: Cr: C [j Ic7 c CC st � :tea � I• ',�j c7 iZc LL) r* iv N - . a ws } F ( 92 w i-- � I iA .3 ,•yam Lo GG'SF.' `Zti fQ�DS4'170.ic��in GT 4� JJ cb Q1 4 V' .fir L: ft _ _ C7C GprJG`ac7pCDx. IA [7) t o 07 ers N •' ct '7 m CZ b R7 C t- L5 = .J 0 ❑::= �+ 3❑ a s I c T 9 7' 41 .-..._- W LL. airway 4 10.0 ac. pipit 1 12.71 ac. f6 airway 2 5.2 ac. Bermuda hay 1 small grain 1.24 ac. rway 3 fescue v Tway 10.16 ac. Little Brook Farm '- :L Fac 31-348 * Scale 1 "=330 +1- ;l