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470007_CORRESPONDENCE_20171231
NORTH CARCLINA Department of Environmental Qua k: +�FRO State of North Carolina Dj9yrtment of Environment, Health and Natural Resources 7� Division of Water Quality �._ Non -Discharge Permit Application Form / Survey 1�QI (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Gerielral Permit - Liquid Animal Waste Operations �iWi�Oct' kr � rk �-,;The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections which are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. Application Date:- 7"'7- 7 I. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. Anglican Initials 1. One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; S� (S 2. Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is disposed; 1 kiC-1 4 L4 t" & 3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, one must be completed prior to submittal of a general permit application for animal waste operations. II. GENERAL INFORMATION: 47 - 7 1. Farm's name: 0 2, Print Land Owner's name: Cmogll's Reality P ne 3. Land Owner's Mailing address: Box 1767 _ City: LaurinbUrg NC Zip: 28362 Telephone Number: 904-1605 4. County where farm is located: Hoke 5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): On southwest side of SR 12 4 a122rox. 1 mile northwgst of I3owmore. NC. Little Raft Swamp. 6. Print Farm Manager's name (if different from Land Owner): Carroll's Foods Inc "Ilk 514 U jo 7. Lessee's/ Integrator's name (if applicable; please circle which type is listed): Carroll's 1�--Ong i m : i tiv i ! ink L6 F0:��1r1:�W�-(�•�..,;:�6�97 WNW Pag�3 •I'II. OPERATION INFORMATION: 1. Farm No.: —41-1 2. Operation Description: -Swine operation Farrow to Wean 2400 - Certified Design Capacity Is the above information correct? yes; Q no. If no, correct below using the design capacity of the facility Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No, of Al3imals 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) _ c9 4%00 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farun: !j914 a 1 No. of AnimalsL 3. Acreage cleared and available for application: - 2.00 ; Required Acreage (as listed in the CAWMP): C� 4. Number of Lagoons: j ;Total Capacity: _ � , 4 13 do 0 , Cubic Feet (ft3) Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3) 5. Is animal waste being applied on any field which has subsurface drains? YES or NO please circle one) 6. Are subsurface drains present in the vicinity of or under the lagoon? YES o NO (please circle one) IV. APPLICANT'S CERTIFICATION: I, — _ C uA"0 0 %6 dz:w d 6 zm c- _ (Land Owner's name listed in question I1.2), attest that this application for L I+llNU (J ' 5 4- UA III lMA tk 11_ n ii'__ (Farm name listed in question I1.1) 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. Signaturer-MArv,�1 Date ' V . MANAGER' C FIC �TION�-(co=plete only if different from the Land Owner) I, . L.p&u g- STV S (Manager's name listed in question II.6), attest that this application for C idl kni-I �5 PA fR b1A t!� '�'? � if __ (Farm name listed in question II.1) 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 as 'ncomp te. P Signature _,u` Date 7-7-f 7 THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FORM: AWO-G-E 2/26/97 Page 2 of 3 CARROLL'S .FOODS, INC. P. 0. Drawer 856 WARSAW, NORTH CAROLINA 28398 FACILITY DESIGrN AND WASTE MANAGEMENT PLAN_ FARM NAME OR NUMBER z�4 r ro i 1'_5_ ha s f rili• „ . FARM DESCRUMON 2 e� ae2 pa et-y W 'Ta W"4 LOCATION �... Q-rF I-1 ivy_ 4-O( COMPANY FARM Y CONTRACT GROWER JIAN,'17 '94 01:53PM CARROLL'S FOODS P.3/3 AXIMAL WASTE EAK&GEHENT PLAN CERTIFICATION FOR KEW OR EXPANDED FEEDLOTS Please return the completed form to the Division of Environsental Management. at the address on the reverse side of this fors. Name of fa m (Please print): Address: 1 1-?,,,e 2 1) A ' Phone Ho: - D— _1 O G unt r Farm location: Latitude and Longitude a H(required). Also, please attach a copy of a county road map with location identified. Type of operation (ovine; layer, dairy, etc. ): Design capacity (number of animals): Average size of operation (12 month population avg. Average acreage needed for land application of waste (acres): :___a�=saaamaaai,aaaaaaaasaaeaxxaaaaaC===or�aaaaaasaaaaaassaaaa__�_W��a=a==oa=�=;= Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal vaste management system as installed for the farm named above has an animal veste management plan that meets the deisignr construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A HCAC 6F .0001-.0005. The following elements and their corresponding :minimum criteria have been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party): access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants fro% stormvater runoff events less severe than the 25-year, 24-hour storm. }fame of Technical Specialist (Please print): Affiliation: Sd.0 Address (Agency) L:j E ALeeVr phone No: Signature: ate: aaasrsaasss a a:aac=..ass sa »u a aaaaaaaaaaaaaaaaa�xoaaraaa_-a a sa»mama======_ Diner/banager'Agreement - I (we) understand the operation and inaintenence procedures established in the approved animal waste management plan for the Sarin named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of nev facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface craters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. r a )tame of Land Ovn r ( 1 4se print) : Signature: - Date: -- Barre of xaaag , di ferent Iron owner (please print): Signature: yo, ate: ,e Note: A cha in land ovne ship quires notification or a nev certification (if the Opp oved plan is changed) to be submitted to the Division of Environmental hanagement within 60 days of a title transfer. DE?( USE OHLY:ACHEwrt UNIfW 17794'T(31:53PM CARR0LL'S'r6MS CHARLIE--ROSE AGRI-EXPO CFp'T73-< pE %RTHENT OF CONSERVATION 121 E. MOUNTAIN DRIVE, STE 229 ILI -,..kGR1t;VLTVRE SERVICE FAYETTEVILLE, N. C. 28306-3422 Telephone: 910-484-8479 June 13, 1994 Mr. Steve W. Tedder Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch P. O. BOX 29535 Raleigh, N. C. 27626-0535 Re: Animal Waste Management System Certification Carroll's Foods, Inc. Farm 7708 Hoke county, North Carolina Dear Mr. Tedder: I am enclosing the certification for the above mentioned animal waste management system signed by me on 6 June 1994. At the time of the certification there were animals in the buildings. Work started on this site around 21 December 1993. Carroll's signed the waste utilization plan on 11 January 1994. On 1 February SCS checked the liner and found some weak spots, on 27 March 1994 approximately 25 holes were bored in the liner to check depth, compaction and material in ,loom -.he liner and found that they met SCS specifications. The lagoon depth, length and width were to specs_ The only discrepancy Was bring a part of the dike up 0.21-to meet specs and seeding and mulching of the dike. area. This was not completed until 11 June 1994 at which time I certified the animal waste system. ,. If I can provide more information on this operation please call my office. Sincerely, /vL 6iFr_tn M. Ray, J. rict Conserv2n*st cc: Hoke SWCD Grady Dobson, DEM Don Butler, Carroll's ,1 TABLE OF CONTENTS !� Vicinity Map ...... ...... ................................................ I V ASCS Field Map............................................................ 2 Soils Map ................................................................ 3 j�66 Soil Investigation Worksheet ............................... 4 Waste Treatment Plan.......................................................... 5 t�(h Waste Utilization Plan ...................................................... 6 ✓Operation and Maintenance PIan............................................. 7 Construction Specifications for Lagoon ....................................... S Seeding Plan (Farm Site) .................................................... 9 J Computer Drawing of Existing Ground ....................................... 10 Existing Elevations ............................ 11 Lagoon Cross Section Diagram ............................................... 12 Computer Drawing of Proposed Lagoon & Building Pad ......................... 13 ✓ Site Balance Report 14 y vot_t., �� wircur Computer Drawing -All Data -Proposed ...................................... 15 Computer Drawing - Contour Lines ........................................... 16 d Computer Drawing - Sloping Lines ............................................ 17 tj�A Computer Drawing - BIow-up of Lagoon Corner ................................ 18 ti Building Pad Elevations..................................................... 19 ✓ Computer Cross Section - Existing_ - Proposed - Balanced ........................: 20 Facility Overlaid on Existing Topo Map ....................................... 21 T � 1 0 UNITED STATES' SOIL DEPARTMENT OF CONSERVATION ). AGRICULTURE SERVICE --------------------------------------------------------- WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAM E ........................ ------------------------ ------------------------ ------------------- TELEPHONE- —Q�`L8- LOCATION -V-\98-"'---=------___ S SL_"l-°�------- SIZE OPERATION-410 _ o ota_ LOCATION DATA DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER -----FT. ►>80 0 IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO--k-- If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES----- NO ---- If no, site must be relocated. IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES=---- NO---- If yes, landowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. Are utilities in construction area? YES----- NO-'� - If yes, see Part 503 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation.) Page' 1 9 WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES----- NO--k-'�- If yes, producer must complete a Form AD--1026. WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO ----- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. (A copy of AD-1026 and,CPA-026 should be attached to site evaluation.) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES---- NO -`-- IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL.SCENIC AREA? YES---- NO - IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES---- NO-�;I - ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP2ANT FARMLANDS IN THE OPERATING UNIT? YES- NO ---- WILL THE ACTION RESULT IN SODBUSTING? YES---- NO - If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not need to be completed. ODOR CONTROL HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.. ....... ........PREDOMINANT WIND DIRECTION? YES- NO---- ........ NO ---- ........POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS TO 3 CU. FT./LB. OF ANIMAL? YES---- NO- ........PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE CAPACITY? YES- ✓ NO ---- ........USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES---- NO---- Page2 WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES----- NO ---- IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES---- NO ---- IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES---- NO ---- (Attach Waste. Utilization Plan to site evaluation.) SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? IS A CLAY LINER REQUIRED? IF YES, IS CLAY AVAILABLE ONSITE? IS A CORE TRENCH REQUIRED? (Attach soil investigation sheet to YES--ke-'Oe- -- NO------ YES--V - NO -------- YES___✓___ NO-_---- QUESTIONABLE-------- YES ------ NO______ site evaluation'.) SITE APPROVED YES--'---- NO------- CONDITIONAL-------- . , �._-�r-------- COMMENTS- ...__ -Cuv4p=--- ----------------------------------- --------------------------------------------------------- THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. 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DEPARTMENT Of ACRIC17L:TuRE irti y10 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE CROPLAND —ACRES„ ..... ;rr■ SKZTCH OF •. r POND SHOWING Vni= DOMM WERE MADE s�■■e■ re■■■■■ ■rr■■■�rr■�■' ■ ■ ■■■��■■■■■er■�e�e■NOWN mmm'M NONE on EMMONS e■�r■■ e��■rrrte■er■■rer��� M■Nr■r■■�re�ri ■r�■�■■■e■■r� no ■■e■■er■■■■■■■■■■a evr ■■e■MIe■e■■■■IN OEM 44ARMS ■■■�■ e■e�ee■■re■r■■■■�■ ■■pSON :■■■■i■■ee■�.■,■■■�r�■■ i�e�■■■■�u■r■�■■�e■rr■r■■■■dr SO ONNIENNOWEN NO EMENNE ■�e■r■■�■�■r■■■■�■r■ EMS ■■��■�■e■ree■■■�■e■■son son . rr err e� M�eirmlm�� i MANUmmm; !mm■ r�ON 9". , KNEW [I �f��■��I!�.1:e�1�!���r�?�� �f.. Vie=Tile%I�+�� �:�{.�1� ��� � �?e't�■�9 LZ!�!� ;� ri;� �'1 der r r��l�-��;■� e,rr r ■ ���■ e e� r:■ ■r ■r ■w;■ ■�r��■�■ e e r e DEC 1$ '93 15:03 FROM USDA SCS FAY.NC PAGE,003 7 TYPES OF 5iATEfUAL ENCOUt4TEReD IN I30RERGS CUse one of iyatems below) UNIFIED CLASSIFICATION USDA CLASSIFICATION GV- Well graded gravels; gravel, sand mu g-gravel GP -Poorly graded gravels s-sas:d CM -Silty gravels; gravel -sand -silt mix vfs-very fine sand GC -Clayey gravels; gravel -sand -clay mix 31-study loam SW-VeU graded aando; sand-sr4vet nix i Est -fine aaady loam SP-Poorly graded sands 1-loam su-Silty sand el-;ravelly loam SC -Clayey sands; sand -clay mixtures si-slit - " HL-Silts; silty,v.f ;a sands; ssadyorClayey silt ; ail - alit loam CL-Clays of low to medium plasticity .. cl -cloy Icam . CH-Iaorgpaic clays of high plasticity sicl-allty clay loam M]i-E1ast[c silts scl-sandy clay loam OL-argaaic silty and :L'ty alsys, loan plasticity', sic -silty Clay OH -Organic clays, medium to high plastigity. c-clay L Suitable material for smbsri -4mt is alsd]ab3a Effyss Q No ax4m i want 4c2r.e �w u. J.rd s+ roan. 4"a1 REMARKS. 14?U c 1.v`7 '"27 �r- �� � r-j ra A-��L�o f-a12 (� Lltc1 �irv�rt° G.11f-S-A...p -rr� C o,�-r Y,Q.� a r a� •,Sl'i°�/; -� a, r,,,,/ .51�%�,r� r f=� L..r'�,� �rH�N,q+r+/' rhl�c/CNkf� J. s �=t o�Y cvy}PA�Tr30 Lr� f�ipS N /n1 /M!!X7 /�GI/y� /1J �NQ� �aJ'Td,.�•� L►�Ii�✓i4T de% � g � . tRzp" bazaxds "u►tiaa special attention 1r. ddAgu vNj ' C£lFERAL li£NiARKS: �_� ' t U.S. Department of Agriculture NC-ENG-34 • Soil Conservation Service September 1980 File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner C Count Community or Group No. Conservation Plan No. Estimated Depth of Dater to Top of Dam S Ft.. Length of Flood Pool _LD o cFt. Date of Field Hazard Investigation 1- 1\ - Q 4 Evaluation by•reach of flood plain downstream to the point of estimated minor effect from sudden -dam -failure. ER-Elev.:Est. Ele7ation : Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Flood Plain: Flood Plain Ft. Ft. : •Ft. Ft. 1 2 3 Describe potential for loss of life and damage to existin or probable futu a downstream improvements from a sudden breach Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) Dam Classification (I, II, III, IV,Q-D By �..�, `�� ra . C.-• Date 1- I .L -S (name) - tit e Concurred By Date /Z—/2•,9� /%me J' t,X e NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. V,.e ator:CARROLLfS # 7708 County:-- HOKE Date: 12/16/93 l9Qo , a Distance to nearest residence (other than owner): t8.0 feet 1. STEADY STATE LIVE WEIGHT 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 2400 sows (farrow to wean) x 433 lbs. - 1039200 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1039200 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 1039200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 1039200 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGN VOLUME�� J Inside top length 600.0 feet ; Inside top width 310.0 feet Top of dike at elevation 49.0 feet Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon) Total design lagoon liquid level at elevation' 48.0 feet Bottom of lagoon elevation 38.0 feet Seasonal high water table elevation 45.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 594.0 304.0 10.00 AREA OF TOP LENGTH * WIDTH = 594.0 304.0 180576 (AREA OF TOP) AREA OF BOTTOM LENGTH,* WIDTH = 534.0 244.0 130296 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 564.0. 274.0 618144 (AREA OF MIDSECTION * 4) CU. FT. _ XA.REA TOP + (4*AREA MIDSECTION) + AREA BOTTOM0 * DEPTH, 180576.0 618144.0 130296.0 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL - 1548360 CU. Fr, to. -)TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width 600.0 310.0 186000.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 186000.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 254396 cubic feet Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculat the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180•days storage/7.48 gallon: Volume = 0.0 cubic feet per CF 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount 180 days excess rainfall — 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 108500.0 cubic feet I� 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 108500.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 254396 cubic feet 5B. 0 cubic feet 5C. 1.08500 cubic feet 5D. 108500 cubic feet TOTAL 471396 cubic feet 6. SUMMARY Total required volume 151.0596 cubic feet Total design volume avail. 1548360 cubic feet Min. req. treatment volume plus sludge accumulation 1039200 cubic i 4j-, / /a,#&70S3 ` At elev. feet ; Volume is --l-fl63-O'5`cubic feet (end pumping) /) Total design volume less 25yr--24hr storm is 1439860 cubic feet At elev. 47.3 feet ; Volume is 1423273 cubic feet (start pumpinc Seasonal high water table elevation 45.0 feet 7. DESIGNED BY: ( � I APPROVED BY: DATE: l•1 ` 1 (� DATE: or- 7 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: WASTE dTILIZATION PLAN FOR CARROLLS FOODS INC. 116 James St. Laurinburg NC 28352 January 11, 1994 Your animal waste utilization plan has been specifically developed for your 2400 FARROW TO WEAN SWINE operation. The plan is based on the soil types, crops to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to prevent pollution Of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application and annual soil tests are encouraged so that all plant nutrients and lime can be balanced for realistic yield 1 of the crops to be grown. J Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environ- mentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant on the method of application. Soil type is important due to different leaching potential and yield potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and reduce the potential for pollution, waste should be applied to a growing crop or not more than 30 days prior to planting. Soil incorporation of the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less depending on the specific waste analysis report for your facility at the time of irrigation. \ Your waste utilization plan is based on the following: TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR ------------------------------------------------------------------------- NUMBER OF : :TONS WASTE PER I TONS WASTE : ANIMALS ; TYPE OF ANIMALS ; 1000 ANIMALS ; PER YEAR I-- , ...._,..._____-- + _____________ + __- I 2400 ; FARROW TO WEAN ; 12800 ; 30720 ------------------------------------------------------------------------- TABLE B. SUMMARY OF CROPS BY FIELD : TRACT FIELD : SOIL ACRES CROP :CROPCODE: __-�--- ------- ---------------------------------------------- , 1 339 ; 4 ; CaB :42 ; BERMUDAGRASS CONTROL GRAZED BC ; 339 ; 1 ; NoA :12-5 ; BERMUDAGRASS CONTROL GRAZED ; BC ___________________________ -_..--________-___________-________---------- TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE ------ -------------------------------_____--______-_____---------------___-- 1/CROP :SOIL:YIELD;UNITS;TOTAL N: *TOTAL P : *TOTAL K ----------------------_..-- + �.......-, + -_---' --__-'-------' ------ + _..'...__...___ I - I I I I I {- I BERMUDAGRASS CONTROL GRAZED:CaB :5 :TONS ,:200. :0 :140 - 160 BERMUDAGRASS CONTROL GRAZED:NOA :5 :TONS '200 :0 :140 - 160 ------------------------------------------_------------------------------------- * Total phosphate and potash amounts should be confirmed with a soil test. TABLE D. WASTE MANAGEMENT BY FIELD : CROP:WASTE APPL: TYPE :WASTE N : COMM N: MONTHS TO APPLY TRACT :FIELD: CODE: METHOD ' : WASTE : LB/AC : LB/AC : ANIMAL WASTE II I I ---------- '------- I ... + ------- I r.,. _--__...._ ----_- :339 : 4 : BC I IRRIGATE : SWINE : 200 �t��}/I, ; APRIL TO OCT ;339 : 1 : BC :IRRIGATE :SWINE : 200 ,�� : APRIL TO OCT ______--------- __------ ------------------------- �4oa I� � 1 J f r` I ) The acres, crops, and application method shown in the preceding tables will commodate approximately 2481.4 animals of the type shown in Table A. �more commercial fertilizer is used than is shown in Table D, then itional acres of land will be needed. A 3 - 15 feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. ADDITIONAL COMMENTS Prepared by: �- ��- Title /)j t �p� , Concurred in by: 0-r Date .J oducer ••;' �� r" �.�•'�il�r �"55i' ,.i�.: F:''•, ";:1•_ -:s \+'�'' �r� - f_ ��!•':1 ,i:'i ',ry�'�i]i_ '\��:fi.�';;.. rr � •� r r' j v'� �� st r ! S J - �'♦ t � . -`,:. � - Y I w .T `v � Lk � � �, �, r � t�'•� of `fr#•1' ,.rr'"r t + � w}�. . _ '+.•• �;L � w_.� 4- 'i7 .\• r i ar� Y��(*•.1 i'�• �=Y '. ..���,;�. � � � `" I 1 �Z W� �i, Kv 1, iJ..- . /L� ^ a 7 �F,i. '.. `.•1 �irw;' ,. '.'[1i�'�'�' •t •• % - ,•i.. - •�� Y.1.,r.J�.,fir., �-.�,. �J .. , - '`' � •j i"� r^�y1.Y�C ��! y��1Cey,i, ft -i 1: -i: rr y .� :;i � } , �STT3i�'�.;•� t*� ` . "- b 2 �r GG..ffff . +X �S.�� y�ra��lr �"� yrJ' ' •a yr � Ir'A + : ": ft 11.�`1 • ; �51 �t" � , t+id• �... aar.:tT�� ; - �L �Y� + .� r ;,sr � t t ,l �•� �',� � i � f "ss i:`' "s��tl�;�:� �.: .�'�'••.. MAR �:� 'f: 1i•.{} �T n '��s !dSf �x 7j . ° �' � ���� :��,�J�.k. :,ir.,Fr i,. iyy ei t 47• �. $ ri Jx{r�.✓ jfr -. ;. �r. s �. .t/ v,,}T,'� i I i w, 'L'. 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"K{•� r ' �` 1� +�,tr ti a "A,.J br � � I y �l•aLSr�a, ^. �J� ♦ ' �` ��j�t�l� � tc . `k, •.?� �'Its i• t �` , ti Y �'�•'. � � � . ;L� ,Y � r5 .'i "i ti ; • 1''' �y` 1'R'ilF�r'. jobs, TV ��*R �' 1 ,}$! e . �. i � , i � t At\�f' ✓� � ,;�,3 f 3 "�.' n s�;ft f.,I "��}� C' L �� etE���,.}a1.4 1, �� •1:'� 71�'i•'�' _ r• x'yr r ' t. �' '� �i31 ��'=z]' 'i s t', ar��.f.�4f �1' •`.y �ti •kti �;['SWr _ -��� 'r k�,l*,.��. ', r"c,r�rli+:a � .r�xti..��"M•"-a�r'��>;;� .t r r {s �•'i•� ��;.�_ ..� .\�• ��L''��'=�'�i�;i� �yr'^Y—�"Sr,',�{{° ���y��?�A �s'� �:+ w rr�,:' �5 -tit ,,i. - _A� "j�^�'^�a i� 'aT. ��Tp��s 1 �-hl c�y� � •i i�' "+� ?,' M!•"SETezai.i sLfr i=A 4� r M't F•�tt1r''w:t: r.'•1 t ♦fA .1� ��sa. Lr • � •i r ♦ f' t ►- i` �4T, e,y )'%(- `�r'4, '1`N•r;% 4 k'*C•. �'�, ,tip }. swill. �• i ri ')r` is l '+� ` s . �.,.y •,!.. d aa.r' ,n �''.`r : A. y tR }�.h f r:Y qg�_ q'ti ;�-�J rt801i zt ��')•='j�'1�iki'�`'�{• ;.,���Z�.��C Y�r � +'iZt�,?�':.r��Ly.w y S'� - � � "� r ram"]: � %' 'fS.tt•-•Rl �n � t\may. ..... ?•rltr mew,•r1'�i"pTW?'µ? �.Y;?i�.-,s�7,C i�.t.�'�' �;i,ik F�.1 :�..:{dA[?a�+•r.,q' 'F"*i�? `r•fi-. OPERATION AND MAINTENANCE PLAN ------------------------------ J This lagoon is designed for waste treatment (permanent storage) with min. odor control. The time -required for the planned fluid level to be reached (permanent + temporary storage) may vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed 6 months temporary storage is an estimated volume based on: 1) waste from animals; 2) excess rainfall after evaporation; and 3) the largest 24 hour (one day) rainfall that occurs on the average of once every-25 years. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year. This estimate is based on 7 inches of excess rainfall which is equal to or exceeds the highest 6 months excess in a year. The average annual excess rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess rainfall will need to be pumped each year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A -maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed on the elevation to begin pumping, a permanent marker must be installed on this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain minimum treatment depth (6 feet). Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin pump -but of the lagoon when fluid level reaches eleva- tion 47.3 as marked by permanent marker. Stop pump -out when the fluid level reaches elevation '�`� 1 -4-or before the fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria). The design temporary storage, less 25 year storm is 362896 cubic feet or 2714463 gallons. As stated before, this ,1 volume will vary considerably from year to year. J 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on.the embankment and areas adjacent to the lagoon mowed annually. vegetation should be fertilized as needed to maintain a vigorous stand. 6. ReVair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS -------------------------_-------------------------------- Clearing: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Lagoon site (and pad site if needed) to be stripped of topsoil (311) and stockpiled for use on dike and pad slopes (2-311). The topsoiling quantity is in excess of amounts specified on page one (1). Cut-off Trench: --------------- A cut-off trench (when specified) shall be installed as shown in the plans. Construction: Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall be placed in max. of 6" lifts and not placed in standing water. Compaction shall be performed by the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material ar «gncountered, they will need to be excavated a minimum of om WISLO t below grade and backfilled and compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction according to seeding specifications sheet. 1 AREA TO BE SEEDED: SEEDINGRECOMMENDATIONS - 6.0 ACRES USE THE SEED MIXTURE INDICATED: C> g- FESCUE GRASS § 60 LBS./ACRE P.-V (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS § 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30 Qom. 4+S�.0 0 LBS. HULLED BERMUDA GRASS § 8 LBS./AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 180 LBS. RYE GRAIN § 30 LBS./ACRE (NURSERY FOR FESCUE) 0 LBS. RYE GRASS § 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 6000 LBS. OF 10-10-10 FERTILIZER-(1000 LBS./ACRE) 12 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 600 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. Attachment B Page 1 of 3 North 'Carolina Agricultural Extension Service A 1-T�Ste Managm e et Biolagi and Engrg Ncr6 Ca Ii= Stair T.Fr=imc ZXV= tZ U= gixar =G, A77dL=- AM CATCMMON OF LAM aFLIC4TI014 3 A.'i'FS James C. 8arkar* I. Sb2iFLE COLLEC=00 A. Seri -Solid Lot X= re i. Scraped directly from lot into spreader a. From loaded spreader, collect about 2 lbs of Tam mom d; f fe=r_ locations using no=ezallic collectors. U. From storage a. Collect about 2 lbs of maaura :rom uadar the z%=tacs crust avoiding bedding matarials and using aoa ar.211 is collectors. B . Liquid X==e Slur= i. ❑nder-slotted-floor pit a. Extend a 1/2' nonmetallic conduit open on both ends into mrm+re to pit floor. b. Seal upper and of conciul t (e.g., by placing a th=b over and of conduit) :rapping maaare that has entered lower and, remove and empty slurry into plastic bucket or nonmetallic container. c, Take subsamplas wom 5 or more locations or a:. least 1 quart. d. Mix and add about 3/4 pint to no=atallic sa=ple container. U. Extarior storage basin or tank a. Hake sure mature bas been well mixed Frith a liquid manure ebopper-agitator pump or propeller agitator. { v ..b.- Take subsamples from about 5 pit locations, from agitator pump or frau manure spreader and place in a plastic bucket. * Professor and Ex-ension Specialist, Biological and Ag-icul-ual Eng'_netring __ •.___t . ___i r .. C. R..�,rn�'G� "�T IQ 1 b1 PFt . NC. Attachment B Page 3 of 3 II. SA ni PREPARATION AND TRANSFER A.- Place sample into an expandable container that can be sealed. Rinse residues from container with clean water but do not use disinfectants, soaps, or treat in any other way. B.,`Pack sample in ice, refrigerate, freeze, or transfer to lab quickly. C. Hand -delivery is most reliable way of sample transfer. D. If mailed, protect sample container with packing material such as newspaper, box or package with wrapping paper, and tape. E..Commercial sample containers and mailers are also available. Contacts: i. A&L Eastern Agricultntal Lab, Inc. iii. Polyfoam, Packers Corp. 7621 Ghitepine Road 2320 S. Foster Avenue Richmond, VA 23237 'Wheeling, ZL 60090 Ph; (804)743-9401 Ph: (312)398-0110 U. Fisher Scientific Co. iv. NASCO 3315 'Winton Road 901 Janesville Avenue Raleigh, NC 27604 Fort Atkinson, 'WI 53538 '•`k Ph: (919)876-2351 Ph: (414)563-2446 ' F. Private analytical labs are available, but sample analyses are costly. G. The NCDA provides this service for North Carolina residents. i. Address: North Carolina Dapartment of Agriculture Agronomic Division Plant/'Waste/Solution Advisory Section Blue Ridge Road Center P.O. Box 27647 Raleigh, NC 27611 Ph: (919)733-2655 Attn: Dr. Ray Campbell U. Forward $4 along with the sample. iii. Include the following identification information with sample: a. Livestock species (dairy, swine, turkey, etc.) b. Livestock usage (swine -nursery, finishing; turkey -breeders, brooderhouse, grower, number flocks grown on litter; etc.). C. Taste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge; broiler -house litter, stockpile ;.iv.. Routine analyses performed on all samples; N, P, R, Ca, Mfg, Na, S, Fe, Hn, Zn, Cu, BY. = v. Additional analyses performed upon request; DX. Ho, Cd, Ni. Fb ;_4Ft +—; , - -&R_A S4. 0 62.0 50.0 48.0 46.0 44.0 42.0 Lower Left Z Maunification: 34.S 30 Mesh Surface Existing Project: CARROLLS2400 HOKE Drawing: SHT1 Number: Location: Sid Date: Engineer: Owner: LEstimator: Prepared by: using Sitework Inclination: 20.0 FYJE ML-4 do=-7-1rf-i-J- 51.20 1.36K61.40 )K •20 60.00 50.20 61.00 W61.40 X51.60 X61.30 )K50.80 60.80 .50 W 61. 50 W 50. 80 X 50. 30 W60.20 X49.60 CIE 49. 50 W 49. 58 )K49.40 49.20 68. 0049. 20 )K48.40 )K47.80 )K47.80 )K46.90 W47.00 W47.20 )K 47. 60 MW47.70 A 49.00 I' 47.50 W 47. 60 W 46. 70 W 47. 10 X47.50 W 46. 70 W48.50 W 45. 10 W45.58 W 45. a .ee , T45.50 )K46.60 )K46.30 )K46.40 # 45. 60 )K45.60 )K 44. 80 W44.70 )K44.30 )K44 60 44.30 44.40 )K45.20 )K4S. 00 W44.90 W44.80 W 45. 60 )K 44. SE )K 44. 18 W44.10 43.60 )K 44. 60 )K44.70 )K44.60 W44.60 X44.70 X44.18 44. 00 3. 60 43.90 ilE 4S. 10 ME 44. Se )K 44. S0 ME 44. 0 Daylight I-SpTurer 44.60 Plot of all data for the surface: Existing Project: CARROLLS2400 HOKE Drawing: SHT1 Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared by: using Sitework BVILDlNG . FIO Si c-D PP►D �tEU• /' /q I fiV EtrT p F ���v. y `� • bI 'Es " PIPS FAlkhow IK61 4 l aL CkVS5 5ecT toff vtt—: W ov� A pt�rEr .s'�VI6 L.A&OOR �11V�dLT Dt✓ �1�� ' TOIAL_ br--SIGN STbRlAG E Tad oK� t"V--' V. 0 slope \\ !I sv�PDR�r�� �REA�"/J�EN� L3a7Totnti C16ne- �O b 4 p r 0 U ► A L,-. 0.11 eA 1 Tao P�LL�ti� r,,��k. kbIN& cots F-IRC MI~ NY FlNLSVIC-D Pp,D ,--LF.U. 5pA `SY"NJCsA� cRvss 5 c�laK Vt>EW Dfi A p� S'i-VIb+� l.�CnOOI� ��T R�ct•4+�Ra� s�s-C+Ew� — of EtBew) oP q),3 Tes p WtpT4 I�, To'tAL br--SIGN STbRAG E �LEMI, 4%.D SSTTLT=b y9'.0 TOP ©p QtKe i GLT- V, � TREq�' -rMF-M IaE�7tif — �� �1 , ` i kr.4 8o�o+nti 1. � ok 1 1 O's o O r. cl 4lj• C- Yt -4-4 Q S���S� ksC_-i)11 �falOr�Q, rOU,d a�1 a 1jr 1�- p, 4Ls U ientation: 54. ee 62. e e roe. so. 48.ee 46.ee'' 44. e e 42.ee 40.ee 38.e0 36.ee _ower Left 30 Mash Surface project: CARROLL'S FARM 0 7705 Drawing: 2400 FAR -WEAN Number: Location: Bid Date: Engineer: Owna r: Estimator: Prepared by: us=ng Sitawork Inclination: 2e.e• 3D Mesh Surface 6urLace, Prop J Existi Cut: Fill: Tight Volumes 51305.03 46979.86 Difference: 4325.17 All volumes are in cubic yards. Expansion (%) Expanded Volumes 0.00 51305.03 20.00 56375.83 Net Import: 5070.80 Grid cell size: 7.16 by 7.19 Original scale: 100.00ft/in Project: CARROLL'S FARM # 7705 Drawing: 2400 FAR -WEAN Number: Location: Bid Date: Engineer: Owner: Estimator: •Prepared by: using Sitework . J as Vi. VV 60.830 i ,49: 0$ DaLlight �s r o o Z C .a a 6i.ea 5 dU .24 es Be.5i. St Em ea 0 60 Be dVa 48 (TV r 34 . 0 39{ 0 (� O P O # v -G S0. . �3.55 i i '•$ •EM03 94%1050 60. 1' 00 �S b 44.30 4 24 0 9- r W -� 4 B 48. 60 �SaO .65 43.90 Be i .00 44.60 Plot of all data for the surface: Proposed Project: CARROLL'S FARM # 7705 Drawing: 2400 FAR -WEAN Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared hy: using Sitework DaWiis Plot of the contour data for the surface: Proposed Project: CARROLL'S FARM # 7705 Drawing: 2400 FAR -WEAN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: us" Sitswork 5i EEL 60 80 43148 ,s0 49.00 / 4 .B 38.00 38.0 60. 08 49.00 /47.00 4 / 3008. 0 0 DaOlight 49.t�r Plot of the sloping lines for the surface: Proposed Project: CARROLL'S FARM # 7706 Drawing: 2400 FAR -WEAN Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared by: uei- - Sitswork .75f 0 £�i57 9.00 50. 3 60.. g4��0 .00 44.30 4 .40 0 9 50.77 TI O 150,94 7 51.13 F� 51.27 51.46 Plot of the sloping lines for the surface: Proposed Project: CARROLL'S FARM 0 7706 Drawing: 2400 FAR -WEAN Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared bW: us.-g Sitework I Si. 32 61.65 S1.2 50.90 r'b-1:69--� lSi. QO �62�38--� 61.9e 61.48 60.91 N 0 2 M 61.36 Plot of the ■loping lines far the surface: Proposed Project: CARROLL'S FARM # 7706 Drawing: 2400 FAR -WEAN Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: usi^p Sitework 61.67 A ��f Plot of the contour data for the surface: Proposed Project: CARROLL'S FARM is 770E Drawing: 2488 FAR -WEAN Plumber: Location: Bid Date: Engineer: Owner: Estimator: Prepared bW: us' • Sitswork Row Crop Gun Cart with galvanized body Is standard equipment An optional Low Profile Gun Cart Is also available. Low Profile Gun Cart (Galvanized Body). Performance Information Model RAW INLET SPRINKLER •W8' W WETTED ACRES WI (G.P.M.) PRESSURE PRESSURE WIDTH LENGTH 1 INCH -IN (P.S.I.) (P.S.L) (FL) (FL - MA)) 5 DAYS T40A 280 104 70 240 1370 '.; 72 with ..300 107 70 250 1375 •.:.77 NELSON SR20OR .'-350 116 70 260 1380 90 Sprinkler . `i400 126 70 270 1385 :' 102, �450 ..138 :70 .. :280 �1390 _:.. lyS ,480 - 145 :70 '290 .: 1395123.... :..: T37A 220 89 ".70 "220 .116o �`88 with :250 104 70 : 230 -.1185 ;'; .`64: NELSON . ; ;:,300 :_ 113 70 :245 1173 :.;>77 SR150R '350 :•125 70 250 1175..: wry . ':-00 .Sprinkler: ._.-r •,� 400 :;:137 'a,i42 .70 :255 w1178 �107..;. .. ;,.:.1Q2�, ,y420 �:70 260 1180 'c 'N • w t with �'2Q0 `„1i1. 6Q m "., 1,215 1088 61 NELSON ; . 22Q ~ �' ' "129 t'T0 ' '225iC93 '56 Sprinklers 240137.70 230 , . ..1095 ssr 260 ,;;T47 �70 .Y;' >235 1098 rg7', c;; • Recommended width Is based on 70% of the wetted diameter f Specifications .r Model' `°,T40A T37A 'rT30A"� +Number of Axlss `; :PETube lb.on.) _ 4.0 ' 3.7 0 ' PE Tube Length (IQ 1250 1050 1000 `:ory weight pbs.) 8100 '- 7600 .Weight with water (tbs.) 16380 12380 7270 :Speed Range Qns./mins.) -10-60 1040 ; ; 7-40 The Size 11 Lx15 12.5Lx15 : 11 Lx15 Shipping dim.: (ft, In.) Length 16-0 15-9 i3.5 :!1Mrdth 9-10 9-3 ' - - 7.5 Height f2.8 11-10 _ -: 10-0 • Note: T40AM7A w/o wheels a 8-0 wide Polyethelene Tube - Only PE tube designed and constructed for the constant coiling and dragging is considered for use on Ag-Rain Water -reels. The tubing is backed by a 5-year pro -rated warranty. PE Tube Repair - A simple "screw -in" mender is available for repairing the PE tube should it become damaged for any reason. PE Tube Lengths - Longer tube lengthes are available for all models. Performance and delivery information available on request. 600 S. Schrader Ave., P.O. Box 290, Havana, IL 62644 Phone 309/543-4425 FAX 309/543-4945 Standard Features Radial Inflow Turbine - The heart of the drive system. This extremely efficient motor delivers quiet, smooth, continuous power. All the water you pump goes through the sprinkler. None of the water is wasted as in bellows or piston drives. Automatic Shutdown for the turbine motor. Heavy Duty Chassis and frame. Speedometer. Pressure Gauge. Infinitely Adjustable Speed Ranges. Speed Compensator. Mlswrap Safety Stop. PTO Rewind and Drive Shaft. Gun Cart with adjustable wheel width. Hose Guide to insure proper packing of hose. Turntable. Nelson Slow Reverse Gun with ring nozzles. Lifting Mechanism for gun cart. Stabilizer Legs - Heavy duty, crank down style. 4" Supply Hose x 30 ft. long with male ring lock coupler. Fixed Spool Brake requires no on/off adjustments. Foolproof Cluth - Turbine and PTO drives cannot be engaged simultaneously. Because of Mminung Pros = improvements, phom al macNnei in th s #eaAet may ry be tlermcal to anent produ room The Performance ditmaxn in fts W1W is UW on tarn coraiVed unaer a Ca;r:h a set or mndbam. A0A seed W* lomance may vary ham dui daza deaendng on van4ble tirnenstanase at ame. dace. wead,d. rRanan jMemam and W a lacfas. SPeaficaoan and DvAn are &Aea to U+arge M7W nMC8. GK 940 WR•n P6,:ad in US A. EXHIBIT A-6 WASTE UTILIZATION PLAN REQLMUM SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff drift, manmade conveyances, direct application, or dir= discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has a notarized 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 waste, he/she shall provide a copy of a notarized 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 facility to secure an update of the Waste Utilimtion Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall. be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management unless there are regulations that restrict the rate of application for other nutrients. Actual yields may be used in Iieu of realistic yield tables at the discretion of the planner. 4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at more than 5 tons but Iess than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393-Filter Strips) 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When 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.) 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 flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth that would prolubit growth. The potential for salt damage from animal waste should also be considered 10. Waste nutrients 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 a crop or forages breaking dormancy.. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of•a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river other than an irrigation ditch or canal. MRCS, NC JUNE, 1996 EMERGENCY ACTION PLAN PHONE NUMBERS DWQ 9_10- � R- - �u 1 EMERGENCY MANAGEMENT SYSTEM R I t) - l-) 16 -6 64 SWCD -J13 _-54qlg NRCS I I Q - 2 3 -5 This plan will 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 to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C: Leakage from the waste pipes and 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 no siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. December 18, 1996 e. Repair all leaks prior to restarting pumps. E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks- possible action: a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property)? h. How much reached surface waters? 3: Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office; Phone - After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If spill leaves property or enters surface waters, call local EMS Phone number - c. Instruct EMS to contact local Health Department. d. Contact CES, phone number - - , local SWCD office phone number and local NRCS office for advice/technical assistance phone number - - 4: If none of the above works call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5: Contact the contractor of your choice to be -in repair of problem to minimize off -site damase. a. Contractors Name: C LA ik g- � • — L1 t 15�0 }5 b. Contractors Address: 3 M c K4s45 c. Contractors Phone: 6 - D b 14 �S December 18, 1996 � I 1 B North Carolina Agricultural Extension Service Agri -Waste Management Biological and Agricultural Engineering North Carolina State University LIVESTOCK WASTE SANII'LING, ANALYSIS AND CALCULATION OF LAND APPLICATION RATES James C. Barker* L SAMFLE COLLECTION A. Semi -Solid Lot Manure i. Scraped directly from lot into spreader a) From loaded spreader, collect about 2 lbs of manure from different locations using nonmetallic collectors. ii. From Storage a) Collect about 2 lbs of manure from under the surface crust avoiding bedding materials and using nonmetallic collectors B. Liquid Manure Slurry i. Under -slotted -floor pit a) Extend a'/2" nonmetallic conduit open on both ends into manure to pit floor. b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure that has entered lower end, remove and empty slurry into plastic bucket or nonmetallic container. c) Take subsamples from 5 or more locations or at least 1 quart. d) Mix and add about 1/4 pint to nonmetallic sample container. ii. Exterior storage basin or tank a) Make sure manure has been well mixed with a liquid manure chopper -agitator pump or propeller agititor. b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader and place in a plastic bucket. * Professor and Extension Specialist, Biological and Agricultural Engineering Department, North Carolina State University. Raleigh, NC , I i Q I 11. SAMPLE PREPARATION AND TRANSFER A. Place sample into an expandable container that can be sealed. Rinse residues from container with clean water but do not use disinfectants, soaps, or treat in any other way. B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly. C. Hand -delivery is most reliable way of sample transfer. D. If mailed, protect sample container with packing material such as newspaper, box or package with wrapping paper, and tape. E. Commercial sample containers and mailers are also available, Contacts: 1. A& L Eastern Agricultural Lab, Inc. 7621 Whitepine Road Richmond, VA 23237 Ph: (804) 743-9401 2. Fisher Scientific Co. 3315 Winton Road Raleigh, NC 27604 Ph: (919) 976-2351 3. Polyfoam Packers Corp. 2320 S. Foster Avenue Wheeling, IL 60090 Ph: (312) 398-0110 4. NASCO 901 Janesville Avenue Fort Atkinson, WI 53538 Ph: (414) 563-2446 F. Private analytical labs are available, but sample analyses are costly. G. The NCDA provides this service for North Carolina residents. i. Address: North Carolina Department of Agriculture ii. Agronomic Division Plant/Waste/Solution Advisory Section Blue Ridge Road Center P. O. Box 27647 Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell iii. Forward $4 along with the sample iv. Include the following identification information with sample: a) Livestock species (dairy, swine, turkey, etc.) b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhouse, grower, number flocks grown on litter; etc.) c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge; broiler -house litter, stockpile) v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B. vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb Insect Control Checklist for Animal Operations Source Cause BIVIPs to Control Insects Site Specific Practices Liquid Systems 10 Flush Gutters Accumulation of solids Cl Flush system is designed and operated _ sufficiently to remove accumulated solids from gutters as designed. ❑ Remove bridging of accumulated solids at discharge Lagoons and Pits • Crusted Solids Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 - 8 inches over more than 30% of surface. Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders Feed Spillage ❑ Design, operate and maintain feed systems (e.g.,� bunkers and troughs) to minimize the accumulation of decaying wastage. ❑ Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval gyring winter). Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewers grain and similar high moisture grain products). Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. AI✓- - - November 11, 1995, Page I Source Cause iBMPs to Control insects. Site Specific Practices Animal Holding Areas • Accumulations of animal wastes Eliminate low areas that trap moisture along and feed wastage fences and other locations where waste accumulates and disturbance by animals is minimal. A Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e., inspect for and remove or break up accumulated solids as needed). Dry Manure Handling • Accumulations of animal wastes Cl Remove spillage on a routine stasis (e.g., 7 - 10 Systems day interval during summer, 15-30 day interval during winter) where manure is loaded for land application or disposal. O Provide for adequate drainage around manure stockpiles. O Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC, 27695-7613. AMI1" ' bvember 11, 1996, Page 2 Source Cause BMPs to Minimize Odor Site Specific Practices End of drainpipes at • Agitation during wastewater lr Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level • Lagoon surfaces • Volatile gas emissions; 'Proper lagoon liquid capacity; • Biological mixing; M- Correct lagoon startup procedures; • Agitation Minimum surface area -to -volume ratio; MMinimum agitation when.pumping; ❑ Mechanical aeration; ❑ Proven biological additives Irrigation sprinkler High pressure agitation; Irrigate on dry days with little or no wind; nozzles •_ Wind drift 01"Minimum recommended operating pressure; Or --,-Pump intake near lagoon liquid surface; Storage tank or basin surface ❑ Pump from second -stage lagoon • Partial microbial decomposition; ❑ Bottom or midlevel loading; • Mixing while filling; ❑ Tank covers; • Agitation when emptying ❑ Basin surface mats of solids; ❑ 'Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying _ C7 Remove settled solids regularly Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges; spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use; ❑ Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.; surfaces ❑ Spread in thin uniform layers for rapid drying; ❑ Proven biological additives or oxidants Dead animals • Carcass decomposition Proper disposition of carcasses Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits; pits ❑ Proper location/construction of disposal pits Incinerators • Incomplete combustion ❑ Secondary stack burners A? ' -C - November 11, 1996, Page 4 Source Cause BMPs to Minimize Odor Site Specific Practices ' Standing water around • Improper drainage; Grade and landscape such that water drains facilities . Microbial decomposition of away from facilities organic matter Manure tracked onto a Poorly maintained access roads Farm access road maintenance public roads from farm access Additional Information: Available From : Swine Manure Management; 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; EBAE 129-88 NCSU - BAE Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-93 NCSU - BAE Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet NCSU - BAE Controlling Odors from Swine Buildings; PIH-33 NCSU - Swine Extension Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension AMOC - November 11, 1996, Page 5 { r T Mortality Management Methods (check which method(s) are being implemented) ❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial must be at least 300 feet from any flowing / stream or public body of water. Q' Rendering at a rendering plant licensed under G.S. 106-168.7 ❑ Complete incineration ❑ in the case of dead poultry only, placing in a disposal pit of a size and design ` approved by the Department of Agriculture ❑ Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) December 18, 1996 w ArF9QG _ccD r O 'r Carroll's Realty Partnership 7708 PO Box 759 Rose Hill NC 28458 Dear Carroll's Realty Partnership: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P. E., Director Division of Water Quality October 1, 2004 RECEIVED OCT 15 2004 OENA - FAyU V LLE REGIOM4RRCE Subject: Certificate of Coverage No. AWS470007 7708 Swine Waste Collection, Treatment, Storage and Application System Hoke County On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill 733 (Session Law 2003-28). In accordance with your application received on February 13, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Carroll's Realty Partnership, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supersedes and terminates your previous COC Number AWS470007 which expires October 1, 2004, This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the 7708, located in Hoke County, with an animal capacity of no greater than an annual average of 2400 Farrow to Wean swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production, greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Since this is a revised State General Permit, it contains new requirements in addition to most of the conditions contained in the previous State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting, Please pay careful attention to the record keepin>; and monitoring conditions in this permit. Aquifer Protection Section — Animal Feeding Operations Unit One 1636 Mail Service Center, Raleigh, North Carolina 27699-1638 NorthCarolina Phone: 919-733-3221 1 FAX: 919-715-0588 1 Internet: h2o.enr.state.nc,us �aturla!!r� An Equal OpportunitylAffirmative Action Employer —50% Recycled/10% Post Consumer Paper If your Waste Utilization Plan has been developed based on site specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215-.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Duane Leith at (919) 715-6186. Sincerely, for Alan W. Klimek, P.E. Enclosures (General Permit AWG100000) cc: (Certificate of Coverage only for all cc's) Fayetteville Regional Office, Aquifer Protection Section Hoke County Health Department Hoke County Soil and Water Conservation District Permit File AWS470007 APS Central Files Revised January 22, 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Number - !�7 - 7 Farm Name: 772 On-Site Representative: r slwr Inspector/Reviewer's Name:__ R e ,4 e Date of site visit: 3-/z -9f Date of most recent WUP: 315- ,2_ Operation is flagged for a wettable acre determination due to failure of P%art 11 eligibility items) Ff F2 F3 F4 O eration not required to secure WA p q determination at this time based on exemption E1 E2 E3 E4 Annual farm PAN deficit: J,2Z -7 7 pounds Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system; 4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe; 6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.) E1 Adequate irrigation design, including map depicting wettable acres, is complete and signed by an 1 or PE. E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map depicting wettable acres, is complete and signed by an 1 or PE. E3 Adequate D, irrigation operating parameter sheet, including map depicting wettable acres, is complete and signed by a WUP. E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be applied to farms that fail the eligibility checklist in Part II. Complete eligibility checklist, Part II - F1 F2 F3, before completing computational table in Part III). PART IL 75% Rule Eligibility Checklist and Documentation of WA Determination Requirements. WA Determination required because operation fails one of the eligibility requirements listed below: F1 back of acreage which resulted in over application of wastewater (PAN) on spray field(s) according to farm's last two years of irrigation records. F2 Unclear, illegible, or lack of information/map. F3 Obvious field limitations (numerous ditches; failure to deduct required buffer/setback acreage; or 25% of total acreage identified in CAWMP includes small, irregularly shaped fields - fields less than 5 acres for travelers or less than 2 acres for stationary sprinklers). F4 WA determination required because CAWMP credits field(s)'s acreage in excess of 75% of the respective field's total acreage as noted in table in Part III. Facility Number - Revised January 22, 1999 Part III. Field by Field Determination of 75% Exemption Rule for WA Determination TRACT NUMBER FIELD NUMBER'2 TYPE OF' IRRIGATION SYSTEM TOTAL ACRES CAWMP ACRES FIELD 6/0 COMMENTS3 FIELD NUMBER' - hydrant pull zone or point numbers may be used in place of field numbers depending on CAWMP and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA determination. FIELD NUMBER2 - must be clearly delineated on map. COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres aad having received less than 50% of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of.irrigation records, cannot serve as the, sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible by irrigation system. 12/19/2001 09:44 A. 9102765637 RCQLLINS PAGE 01 o• Mail Itw FACSIMILE ro: FAX% i FROM: UaLCo , s RE: DATE: Number of pages (including cover sheet):22 MOOT T'. Q br V a If you have problems receiving this, call the person listed above at (910) 276-0648. 12/19/2001 09:44 9102765637 Brown's of Carolina Laudnburg Division N December 18, 2001 } i"t Mr. Bob Heath Department of Water Quality RCOLLINS PACE 02 P.O. Box 1767, 325 McKeiy Strut Laudnburg, North Carolina 48353 Phone: 910 276 0648 Fax: 910 276 2590 Regarding the i nnn 1 r%nn gallon wastewaterwastewaterfor spillthatfhat occurred as the result of a brim n:AAM .. - - 4 recycle line at Farm 7708 on Friday, December 14, 2001,'please be advised that all. material has been cleaned up. Approximately 100 gallon of the spilled liquid was retrieved and returned to the lagoon. The remainder of the spill was absorbedil td n'-0 soil in an area roughly So yards by 100 yards. None of the material ran o%ft:J;A;I1,001 nor got into any state waterways. Again, the problem has been corrected and should not happen again. Thank you, Rusty Collins { -)qr q--, —7 Nutrient Management Plan For Animal Waste Utilization 10-01-2001 This plan has been prepared for: Farm 7708 Carrolls Laurrnburg P.O. Box 1767 Laurrnburg, NC 28353 910-276-0648 This plan has been developed by: DAWN WILLIAMSON PRIVATE P.O. BOX 856 WARSA W, NC 28398 910-592-0141246 U w tv�� Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/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 plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Signature (owner) Signature (manager or producer) Date Lo 1 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 (,d-w�- A Technical Specialist Signature Date 1 ............................................................................................................................................................................................................................ 269090 Database Version 1.06 Date Printed: 10-01-2001 Cover Page 1 Lnndocsncr/Opernfor 1Nnmc: Address: •1 elcllllnllc: TABLE l - field Sllccificl►tio,ls IRRIGATION SYSTEM DESIGN PARANIL'I ERS County: �/9 7 ] J Mile: AlIF i FIcIIt INImIII cr Appru�Lrrnlr AlncLonrror UIruLlcSlic of FIchl2 (noes) SnEI fc _ Slapc {90) cl-Op(s) 1binthora�n� Appllcollon iinlcI {htA3r) NIAslnucm Appllcanul� perIrrlInIIuu Cycle (hrclres) 1 Cmrmlrlds (A 3, -6 A a 2 t wx-m i 6 r. o so - 1._ -A— - 5,! - - - Vic--- 33 3, 51 A1, 4-1 'TO CK p R 16.5, No A G--)- % ,`7 k r, A-2 e 5- r26 JALA-- .5'0 `b v Z, c SO 5'0 IScc nllnchell lrlalr. ., 2"yolul flcld ncrcagc Ininris rcdnircd bljcr nrcas. 31tefcr to N. C, Irribnlion G,lidc, Field 00-1ce'feclnlicnl Ouide. Section 11 C. Amuml npplicalion nuts[ not exceed the agronomic roles for llic suit and crop used ARCS, NC JUNE. 1996 1-nnduwuer/Operator Nnvie: Address: 'I'elclthwtc: TABLE 1 - Field Specifications A . IRRIGATION SYSTEM DESIGN PARAMETERS Cauffly: 9/11 fg 5 PXl flD1T D-1 FIrIJt Nnnt6er Alip roihnnIt ftln%Inntttt Ulet,Lle Size OfFleld2 (nere3) Soil Type Slope (°,o) Cro t(s) N1ac(nnun Applleallon I;nle3 (fiAr) AUX11nu+u Appllralion per Irrignilou Cycle3 (Inches) Ca,uantf� c _ Z 6� S6 ,56 fo 5.i 5 . i -261k o -2 Al c �S r So, DSO Sib '-f o - 2 . S� PLIA l q S 2., . 50 CO — . 51J - - — — .C) - 5 .SD 2 S a _ . 1 Cl Sm . Sb - - - !See nunclfcil nlnp. 2'1,01111 field ncrcnge minus required (7tltTCr areas. 31tefer to N. C. Irrigation Guide, Field Office Technicnl Guide, Seclion II G. Annual applica(ioll nutst lot exceed (lie agrononfic rates for (lie soil and crop user!. MRCS, NC JUNE, 1996 um ittirr D-z TABLE 2 - Traveling Irrigntion G1111 Settings i f1]nlcc, Model mile] Type of t,rluipmcnt: - l Field No and Iftdranl Not Travel Slxed (fVmin) Applicalion slate (hyiu) 'TRAVEL LANE Efl'eclive lin'ective Width (11) Lei Ili i! lVeued Diameter feel EQUIPMENT SE171NOS Nozzle Operaling Operating Diameter Preaa¢rc Prereura Arc Iachea Oun (psi) Reel (psi) PallenO Conuntals - _ZLJo L145'_ '3 5 (00 S970" 3AL i IL40 30 3 i � 3, 3 , y 6 9-.Li t 0" 5B VG X(4 0 1 D O 2 4b ,52- ,c 3 o_ o_ 1 is 3 0 �1 3t 1,1 c In _ 3 0 929— IJ Q � t 3 to 0_ , l 4 2 _ L/b 2.40 1� 3-1 ,y(a Iya —112- i Ufa 99 ' 1 See nl[aclicd map. 2Siro+v separate cnlrics far cnch hydrant location ill cacti field. 3Usc the following nylucvintims for various arc l}nitcrns: Ir (frill circle), -]-Q (Iftrcc rluarlers), TT (two lllirds),1-1(llalf circle), T (one Ih]rd), Q (one (luarler). May nlsa use degrees of arc, MRCS, NC 1UN13, 1996 Lim III)rr D•2 'IABL1:2 - Tra vding L'rigrtifil ll GIIII Seffiligs rillnicc, !Model ntld Type rtr Eillil(inlcnf: Field Nol and Ifyrinrrt Not T iravcl sarced (lVudra) Applicalion halo (irJirr) TRAVi.I. LANE Fllecllve Iifrcctive WWII (iI) Letrstir (0) Welled Diuncla reef L• QUIPAIENI' SEITINOS Noule Operallog Operaliug Diunder Prenure Pfet71110 An: hrclrea Oun ( li) Reel ( ii) pallertrl Conuncnit _ �_ IM _A9p_v -- �5�5�- t . is (7� M —Aa— -- -- --- -.1 3 ,!It 1-7 3 V6L_� c 31 t.I e 1-1 3 — 1.1 It O ?od --Ci--- _ . C/o 1.115 IS cc nfluclictl nlnp. `Show scltnrnlc criliics for cnch hydrnnl locnlion iu ench field, 3Use tlic rullo,ing nhluc►•irtlio,ls fur cnriuus me pnUcins: F (full circle), TQ (lirrce clurlers),'IT(two Iltirtls), i 1(llnlrcircle), T (one third), Q (olie (1nnrfer) !any nlso nsc degrees or ni c. NRCS, NC AJNF, 1996 illITED STATES SOIL CHARLIE-ROSE AGRI-EXPO CENTER DEPARTMENT OF CONSERVATION 121 E. MOUNTAIN DRIVE, STE 229 AGRICULTURE SERVICE FAYETTEVILLE, N. C. 28306--3422 Telephone: 910-484-8479 June 13, 1994 Mr. Steve W. Tedder Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch P. O. Box 29535 Raleigh, N. C. 27626-0535 Re: Animal Waste Management System Certification Carroll's Foods, Inc. Farm 7708 Hoke County, North Carolina Dear Mr. Tedder: JUN 16 1994 ENV. MANAGEMENT FAYETTEVILLE REG. Offla I am enclosing the certification for the above mentioned animal waste management system signed by me on 6 June 1994. At the time of the certification there were animals in the buildings. Work started on this site around 21 December 1993. Carroll's signed the waste utilization plan on 11 January 1994. On 1 February SCS checked the liner and found some weak spots, on 27 March 1994 approximately 25 holes were bored in the liner to check depth, compaction and material in the liner and found that they met SCS specifications. The lagoon depth, length and width were to.specs. The'only discrepancy was bring a part of the dike up 0.21.to meet specs and seeding and mulching of the dike area. This was not completed until 11 June 1994 at which time I certified the animal waste system. If I can provide more information on this operation please call my office. Sincerely, /UL 'fiKn M. Ray, J7 strict Consery on'st cc: Hoke SWCD Grady Dobson, DEM Don Butler, Carroll's ANIMAL WASTE MANAGEMENT PLUM CERTIFICATION FAR NEW OR EXPANDED FEEDLOTS Please return the completed form to the Division of Environmental Management at the address on the reverse side of this form. Name of farm (Please print) : /R Address: n Y I 1 I h ' Phone No: or O Count• 14 Farm location: Latitude and Longitude• � j / (required). Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.) : S ' Design capacity (number of animals) : a 4Da , ,"recta- E;,q Average size of operation (12 month population avg.AIA Average acreage needed for land application of waste (acres):'- i`�SStin.�-�e���.-.,-..-..L�.-.a��pi7saas.3 SaS3Sa3S3as33a3S33S33=�3a3353�o�e�3SSSC3SSSS=33.T».'71533 Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria have been verified by me or other designated technical specialists and are included in the plan as applicablet minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party); access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Q Name of Technical Specialist ( Please print) : _J&a�e/ __•YeAe Affiliation: Address (Agency): Phone No: Signature: Date: / Owner/Manage Agreement I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of Land OwnR ( Tease print): T Signature: te: Name of Menages, di ferent from owner (Please print). Signature: Date:' Note: A •cha in land Dune ship quires notification or a new certification (if the app oved plan is chang d} to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEN USE ONLY:ACNEW# Murphy -Brown, LLC Grower(s): Farm Name: Countv: 419120 NUTRIENT UTIL Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish Storage Structure: Storage Period: Application Method: RECEIVED JUL 10 W 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 Ll -4-1 r -/ Murphy -Brown, LLC Formerly 7708 aand 7686 etc 5786; COC No.: 47-7 Hoke NED ! DENR 1 DW4 If QrniprtlOn section APR 0 9 ZOOS Anaerobic Lagoon >180 days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should -also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.): Capacity Type Waste Produced per Animal Total 2400 Farrow to Wean 3212 gallyr 7,708,800 gallyr Farrow to Feeder 4015 gallyr gallyr Farrow to Finish 10585 gallyr gallyr Wean to Feeder 223 gallyr gallyr Feeder to Finish 986 gall r gall r Total 7,708,800 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity Type Nitrogen Produced per Animal Total 2400 Farrow to Wean 5.4 Ibslyr 12,960 Ibslyr Farrow to Feeder 6.5 Ibslyr Ibslyr Farrow to Finish 26 Ibslyr Ibslyr Wean to Feeder 0.48 Ibslyr Ibslyr Feeder to Finish 2.3 Ibsl r Ibsl r Total 12,960 Ibslyr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 109.5 Total N Required 1st Year: 30903.5 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 30,903.50 Total Nitrogen Produced by Farm: 12,960.00 Nitrogen Balance for Crops: (17,943.50) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 Reception Area Specifications Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total lbs N Acreage 7 Code Apply Yield lbs NfUnit Residual /Ac Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total lbs N Code l Yield lbs NlUnit Residual lAc Utilized Total Lbs NIAc Totat Ibs N Utilized 399 1A 3.8 Norfolk B Mar 4.9 50 243.75 926.25 K 1 50 50 190 293.75 1116,25 1B 2.6 Norfolk B Mar -Sept 4.9 50 243.75 633.75 K 1 50 50 130 293.75 763.75 2A 5.3 Norfolk B Mar -Sept 4.9 50 243.75 1291.875 K 1 50 50 265 293.75 1556.875 2B 3.4 Norfolk B Mar -Sept 4.9 50 243.75 828.75 K Sept -Apr 1 50 50 170 293.76 998.75 3A 5.1 Norfolk B Mar -Sept 4.9 50 243.75 1243.125 K Se 1 50 50 255 293.75 1498.125 38 3.5 Norfolk B Mar -Sept 4.9 50 243.75 853.125 K 1 50 50 175 293.75 1028.125 4A 5.4 Norfolk B I Mar -Sept 4.9 1 50 243.75 1 1316.25 K 1 1 50 50 270 293.75 1586,25 48 4.6 Norfolk B Mar 4.9 5o 243.75 1121.25 K 1 1 50 50 230 293.75 1351.25 5A 6.5 Norfolk B Mar -Sept 4.9 50 243.75 1584,375 K 1 50 50 325 293.75 1909.375 5B 6 Norfolk B Mar -Set 4.9 5o 243.75 1462.5 K Sept-AprSept-Apr 1 50 50 300 293.75 1762.5 6 6.7 Norfolk B Mar -Sept 4.9 50 244 1633.125 K Sept-AprSept-Apr 1 50 50 335 293.75 1968.125 7 6.7 Norfolk B Mar 4.9 50 244 1633.125 K 1 50 50 335 293.75 1968.125 8 6.7 Norfolk B Mar -Sept 4.9 50 244 1633.125 K Sept-AAx 1 50 50 335 293.75 1968.125 9 6.7 Norfolk B Mar -Sept 4.9 50 244 1633.125 K Seg-_A Ix 1 50 50 335 293.75 1968.125 10 5.1 Norfolk B Mar -Sept 4.9 1 50 244 1243.125 K Sept -Apr 1 50 50 255 293.75 1498.125 it 5.1 Norfolk B Mar -Sept 4.9 50 244 1243.125 K Sent - Sent -Apr 1 1 50 50 255 293.75 1498.125 12 4.9 Norfolk 8 Mar-Se 4.9 50 244 1194.375 K Se 1 50 50 245 293.75 1439.375 13 4.5 Norfolk B Mar -Sept 4.9 50 244 1096.875 K 1 50 50 225 293.75 1321.875 148 2.3 Candor 8 Mar -Sep! 3.4 50 170 391 K Se 1 50 50 115 220 506 15 1.6 Candor B Mar -Sept 3.4 50 169 270 K i 50 50 80 218.75 350 16 2 Candor B Mar-Se 3.4 50 170 340 K Se 1 50 50 100 220 440 17 2.5 Candor B Mar -Sept 3.4 50 169 421.875 K Sept-Aor 1 50 50 125 218.75 546.875 18 4.2 Candor B Ma -Sept 3.4 50 169 708.75 K Sept-AprSept-Apr 1 50 50 210 218.75 918.75 19 4.3 Candor B Mar -Sept 3.4 50 169 725.625 K 1 50 50 215 218.75 1 940.625 Totals: 109.5 25429.5 5475 30903.5 3(a) of 11 'Reception Area Specifications 3(b) of 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermude), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will deflnately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized 1 unit yield A Barley 1.6 Ibs N 1 bushel B Hybrid Bermudagrass - Grazed 50 Ibs N 1 ton C Hybrid Bermudagrass - Hay 50 Ibs N 1 ton D Corn - Grain 1.25 Ibs N / bushel E Corn - Silage 12 Ibs N 1 ton F Cotton 0.12 Ibs N / Ibs lint G Fescue - Grazed 50 Ibs N 1 ton H Fescue- Hay 50 Ibs N 1 ton I Oats 1.3 Ibs N 1 bushel J Rye 2.4 Ibs N 1 bushel K Small Grain - Grazed 50 lbs N 1 acre L Small Grain - Hay 50 Ibs N / acre M Grain Sorghum 2.5 Ibs N 1 cwt N Wheat 2.4 Ibs N 1 bushel O Soybean 4.0 Ibs N 1 bushel P Pine Trees 40 Ibs N / acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PANT r/animal Farm Totail r 2400 Farrow to Wean 0,84 2016 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Feeder to Finish 0.36 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2016 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 10080 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 33 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 80.64 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. r_l;J��[�s� iL•P.[•1��■�l��Z�]71��C�1tL•],� The -irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste, 5 of 11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr inches 399 1A Norfolk B 0.5 1 1B Norfolk B 0.5 1 2A Norfolk B 0.5 1 2B Norfolk B 0.5 1 3A Norfolk B 0.5 1 3B Norfolk B 0.5 1 4A Norfolk B 0.5 1 4B Norfolk B 0.5 1 5A Norfolk B 0.5 1 5B Norfolk B 0.5 1 6 Norfolk B 0.5 1 7 Norfolk B 0.5 1 8 Norfolk B 0.5 1 9 Norfolk B 0.5 1 10 Norfolk B 0.5 1 11 Norfolk B 0.5 1 12 Norfolk B 0.5 1 13 Norfolk B 0.5 1 15 Candor B 0.4 1 17 Candor B 0.4 1 18 Candor B 0.4 1 19 Candor B 0.4 1 6of11 Additional Comments: This plan revised to show all pulls in Bermuda grazed with small grain overseed grazed. 10/23/2007 7of11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 5786; COC No.: 47-7 Owner: Murphy -Brown, LLC Manager: Owner/Manager Agreement: I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Signature: Murphy -Brown, LLC Name of Manager (if different from owner): Signature: David Nordine Name of Technical Specialist: Toni W. King _ Affiliation: Murphy -Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature; Date Date 8of11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recievinq crop type, or available land. 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 year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).. Odors can be reduced by injecting the waste or 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). 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 flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9of11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 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 landowner. 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 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 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. 10 of 11 4 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 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 eliminate the possibility of 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. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a minimum of five years, 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 i Murphy -Brown, LLC Grower(s): Farm Name: Farm Ca 10/28/2008 NUTRIENT UTILIZATION PLAN 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 Murphy -Brown, LLC Formerly 7708 aand 7686 etc 5786; COC No.14,7 Hoke Farrow to Wean 2400 Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation RECEIVED OCT 29 20 OENR—E4W VILLEREGIONALOFRCE The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops In the fields where the waste Is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan In order to maximize the fertilizer value of the waste and to ensure that it is applied In an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste Is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lima must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.): Capacity Type Waste Produced per Animal Total 2400 Farrow to Wean 3212 gallyr 7,708,800 gallyr Farrow to Feeder 4015 gallyr galyr Farrow to Finish 10585 gallyr gallyr Wean to Feeder 223 gallyr gallyr Feeder to Finish 986 gal/Tr gall r Total 7,708,800 gal/yr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity Type Nitrogen Produced per Animal Total 2400 Farrow to Wean 5.4 Ibslyr 12,960 Ibslyr Farrow to Feeder 6.5 lbslyr Ibslyr Farrow to Finish 26 Ibslyr Ibslyr Wean to Feeder 0.48 lbslyr Ibslyr Feeder to Finish 2.3 lbs/yr Ibsl r Total 12,960 lbs/yr Applying the above amount of waste Is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the craps under Irrigation may uptake and utilize In the normal growing season. Total Irrigated Acreage: 109.5 Total N Required 1st Year: 30903.5 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 30,903.50 Total Nitrogen Produced by Farm: 12,960.00 Nitrogen Balance for Crops: (17,943.50) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop In the specified crop rotation schedule for this facility. 2of11 Reception Area Specifications Tract Field lrrigated Soil ist Crop Time to ist Crop 1st Crop Lbs NlAc Lbs N Total lbs N Acreacie TYpe Code Applv Yield lbs NlUnit Residual !Ae Utilized 2nd Crop Time to 2nd Crop 2nd Crop Lbs NlAe Lbs N Total lbs N Code Apply Yield lbs NlUnit Residual !Ac Utilized Total Lbs NlAc Total lbs N Utilized 399 1A 3.8 Norfolk B Mar -Sept 4.9 50 243.75 926.25 K Ser 1 50 50 190 293.75 1116.25 1B 2.6 Norfolk B low-sept 4.9 50 243.75 633.75 K Se r 1 50 50 130 293.75 763.75 2A 5.3 Norfolk B Mar -Sept 4.9 50 243.75 1291.875 K 1 50 50 265 293.75 1556.875 2B 3.4 Norfolk B Mar -Sept 4.9 50 243.75 828.75 K -§ta.8pr Eept-Apr 1 50 50 170 293.75 998.75 3A 5.1 Norfolk B Mar-LeEt 4.9 50 243.75 1243.125 K Sept -Apr 1 50 50 255 293.75 1498.125 38 3.5 Norfolk B Mar -Set 4.9 50 243.75 853.125 K Se r 1 50 50 175 293.75 102B.125 4A 5.4 Norfolk B Mar -Sept t 4.9 50 243.75 1316.25 K Sept -Apr 1 50 50 270 293.75 1586.25 4B 4.6 Norfolk B MarSe 4.9 50 243.75 1121.25 K Se r 1 50 50 230 293.75 1351.25 5A 6.5 Norfolk B Mar -Sept 4.9 50 243.75 1584.375 K r 1 50 50 325 293.75 1909.375 5B 6 Norfolk B Mar -Set 4.9 50 243.75 1462.5 K Sept -Apr 1 50 50 300 293.75 1762.5 6 6.7 Norfolk B MarSe 4.9 50 244 1633.125 K Sept -Apr 1 50 50 335 293.75 1968.125 7 6.7 Norfolk B Mar -Set 4.9 50 244 1633.125 K SeekSeek8E 1 50 50 335 293.75 1968.125 a 6.7 Norfolk B Mar -Set 4.9 50 244 1633.125 K Sept -Apr 1 50 50 335 293.75 1968.125 9 6.7 Norfolk B MarSept 4.9 50 244 1633.125 K 1 50 50 335 293.75 1968.125 10 5.1 Norfoik B I Mar -Se 4.9 50 244 1243.125 1 K 1 1 50 50 255 1 293.75 1498.125 11 5.1 Norfolk B Mar -Sept 4.9 50 244 1243.125 K Se i 50 50 255 293.75 1498.125 12 4.9 Norfolk B Mar -Set 4.9 50 244 1194.375 K Seat -Apr 1 50 50 245 293.75 1439.375 13 4.5 Norfolk B Mar -Sept 4.9 50 244 1096.875 K Sept -Apr 1 50 50 225 293.75 1321.875 148 2.3 Candor B MarSe t 3.4 50 170 391 K Sept -Apr 1 50 50 115 220 506 15 1.6 Candor B Mar 3.4 50 169 270 K Se 1 50 50 80 218.75 350 16 2 Candor B Mar -Sept 3.4 50 170 340 K Se 1 50 50 100 220 440 17 2.5 f Candor B Mar 3.4 50 169 421.876 K I Sept-Avr 1 50 50 I 125 218.75 546.875 18 42 Candor B I MarSe t 3.4 50 169 1 70B.75 K Seul-Apr 1 1 50 50 210 218.75 .918.75 19 4.3 Candor B I Mar -Sept 3.4 1 50 1% 725.625 K Sept -Apr 1 50 50 215 218.75 940.625 Totals: 109L5 25428.5 5475 30903.5 3(a) of 11 'Reception Area Specifications MT 3(b) of 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four Inches. In fields where small grain, etc, Is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (I.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage ]ust before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted In the fall. The ideal time to interplant small grain, etc, is late September or early October. trilling Is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two Inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized / unit yield A Barley 1,6 lbs N / bushel B Hybrid Bermudagrass - Grazed 50 lbs N / ton C. Hybrid Bermudagrass - Hay 50 lbs N / ton D Corn - Grain 1.25 lbs N / bushel E Corn - Silage 12 lbs N / ton F Cotton 0.12 lbs N / Ibs lint G Fescue - Grazed 50 lbs N / ton H Fescue- Hay 50 lbs N / ton I Oats 1.3 lbs N / bushel J Rye 2.4 lbs N / bushel K Small Grain - Grazed 50 lbs N / acre L Small Grain - Hay 50 lbs N / acre M Grain Sorghum 2.5 lbs N / cwt N Wheat 2.4 lbs N / bushel O Soybean 4.0 lbs N / bushel P Pine Trees 40 lbs N / acre / yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be Irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4 of 11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal In the lagoon sludge Farm Specifications PAN! rlanimal Farm Tolall r 2400 Farrow to Wean 0.84 2016 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Feeder to Finish 0.36 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2016 pounds of plant available nitrogen per year will accumulate In the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 10080 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 33 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 80.64 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the ' plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it Is the responsibility of the producer and Irrigation designer to ensure that an Irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. *This Is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop Is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no Instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except In the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown In the tables may make this plan Invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr ' Inches 399 1A Norfolk B 0.5 1 1 B Norfolk B 0.5 1 2A Norfolk B 0.5 1 2B Norfolk B 0.5 1 3A Norfolk B 0.5 1 3B Norfolk B 0.5 1 4A Norfolk B 0.5 1 4B Norfolk B 0.5 1 5A Norfolk B 0,5 1 5B Norfolk B 0.5 1 6 Norfolk B 0.5 1 7 Norfolk B 0.5 1 8 Norfolk B 0.5 1 9 Norfolk B 0.5 1 10 Norfolk B 0.5 1 11 Norfolk B 0.5 1 12 Norfolk B 0.5 1 13 Norfolk B 0.5 1 15 Candor B 0.4 1 17 Candor B 0.4 1 18 Candor B 0.4 1 19 Candor B 0.4 1 6of11 Additionai Comments: This plan revised to show all pulls in Bermuda grazed with small grain overseed grazed. 10/23/2007 7 of 11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: 5786; COC No.; 47-7 Owner: Murphy -Brown, LLC Manager: Owner/Manager Agreement: Ilwe understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. Ilwe know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Uwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon In the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Murphy -Brown, LLC Signature: I Date Name of Manager (if different from owner): David Nordine Signature: or Date Name of Technical Specialist: Toni W. King Affiliation: Meshy-Brown,_LLC. Address: - 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone; (910) 293-3434 Signature: (o - awl -c-Fz 8of11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recievinq crop type, or available land. 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. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). Odors can be reduced by injecting the waste or 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 does not cause drift from the site during application. No ponding should occur in order to control odor and flies. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 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 landowner. 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 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 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. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on ail disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 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 eliminate the possibility of 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. 22 Waste shall be tested within 80 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a minimum of five years. 23 dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 I.nntlownerlOpermor Nnmc: Address: 'Ccicpltunc: TAMA',' I - 111cl(I Sllecil3cnliuns IRRIGATION SYSTEM DESIGN PARAMETERS Courtly: ! lyslc: EiXI 11i3l'I' ll-1 Pkldl Nunilicr ADlnruxlatnIC 1\ln.ltu,1L„ tjscvl,lc Slzc urHEW2 (Acme) Still' ypc stapc (:o) C['Q I(!) }Vtn>ahautn Applicallan Itnlc3 (htlltr) Aloxlrutuu Ali 1t11cotlun per lrrlgnlluu Cycic3 (hteliee) Canuunila )kJoA 0.-2 t h.�O MCk\ 6v , 5s0 �iA _ VA emu A _ s-T ,, .. .so c _ .3 soys�c� L a- - - - A ___ 0-2- • ' t o •Sys c�-3- . so �Jo A Ill - bkLALnrL . SO s•G 1 Set: nUucltctl nuslt. ZTulul flcld ncrettgc minus requited LulTcr tlrell5. 3licfcr to 11. C. Irrignliort Guide, Field Office Technicnl Guide, Section It G. Annunl application must not exceed file agronomic rnles for the suit and croft used. NRCS, NC IUNE:, 1996 Lmidumierl0perntor Nnmc: Address: Tcicphunc: TABLE I - field Speciricntiuns IRRIGATION SYSTEM DESIGN PARAMETERS County: Dale: Z/b l 1 r IRXI NBrl' D-1 i {cld t Number Appruxlntnle N{nxlunsnf Uxrnble Slzc of FIC1111 (T e,'e p) sollType. Slope ( e) Cra,(s) - NInxluuuu Applleallon {iate3 (btlltr) A]axltuunF Application per IrrIentlon Cyc{c3 (lnehce) ' Ca{u O F CPts / o S ! o -2 < S6 V l,[./ 56 i 3 Gfr SAL. -2 _, TSB 5� i A .fir C. D -Q� c 'a 0 !4 B ! � � ,7 `emu 1 5002 . O 5 . SO CSC. 16 0 --$ , r 50 1Sce nllnched lnnti. 2"1'oln4 fictcl ncrcngc minus rcyiliied buiTcr urcas. 311efer to N. C. irrigation Guidc, Field Office Teclin'scnl Grlide, Section It G. Annual application must not exceed the ngrouomic antes for Elie soil and trots used. NRCS, NC JUNC, 1996 I !?x HUrr D-2 I'ABLC 2 - Traveling Irrignliotl Cull Settings illnkc, illnrlcl nud TY11c of IsyullttttcrTt: - Field NoI and If ,Irtm Nol _ 'rravci Sixcd (Wiuin) Application Efate (hAlf) TRAVEL LAN G Fflcctivc 1-flcctive Widili(Il) I_en th f1 Wetted Dianleier feet EQUIPMENTSE-ITINOS Noule Operaing Openling Diameter Prtasuia Presswe MC Inches Oun(psi) Reel (psi) P■I1=3 Conunents fo'4�_ �... A .s i-1) go (o l . 3 1-b ` �91 3 14D 30 3 ' i� _ 3 �o A . 0 0 2 3 110 _ J --_2 O 7 az 5 3 ,y6 90 104n 3 1 O o 3 �y (o - 2 �M ,z z 3 ��a o r t Ic) -_ 3 _2 �j 0 q?g_ I'lS 60 7 _ [ 1, CO �2, (4 D -16 Z 315'- 1,1 N A -)"-io I Ll b 1, i 70` I Sce attachcd utah. 2Slio�v scl}nrntc cttlrics for cnch hydrnnt luenliotl in null field- 3Usc 111c following nbhrcvintimds for vnrious arc ltntlems: F (Full circle). TQ (three porters). Tr (two thirds),1-I (Italf circle), T (oite third), Q (one (Ittorler). May nlso use ticgTc,:s of nrc. NRCS, NC JUNE, 1996 EXI IIINF D-2 TABLE, 2 - Traveling Irrigation Gull Sc((illgs Malec, Model nrltl Type of Eylipmellf: Field Nal and IlY,lnnt Not TSAVel SIKC%i (fVusln) Application hate (fully) TIIAVEI.!_ANE Eill'ccdvc Iif ecllve IVidtlt (!i) Lusgth (fl) Welled Diapscler feel EQUI[' i N-mi-i-was . NQUIQ Operating Operating Diameter Prefftlr0 Pressure Art Itlehef Gun (psi) Reel (psi) Paltcrs13 Comments ILI 13 3_vk_ ),(40 2- 15- 1.1,% 60 T, - M 1-7 3 �l _ _ L15 3157 1= It 7 1 - - Lo� 3 1 fL I. It Sao a7O, L/(O - 1 31 S Lit I Scc nituchckl usnp_ 2Sli01V scpntnlc crsltics for Inch Isydrnlit Incnliau ill each ficdd. 3Usc the rollowkir nhhrcvinliuus fur various arc I ill (cc tis: h (full circle), TQ (Iltrce (junrters), IT((%vo thirds), 11 (ItnlfcircIc), T (Otte IIiird), Q (auc (I Liar Ict). ;tiny nlso use 4Icgick:3 of etc. NRCS, NC. IT TaT OCEW 1p.owiw a •.,< t'r �J 3XV7 .GLOW �S32i 1 MW L r ~� d% Fp .w�•aMG �. p TM tr. Ile ll 4O FEE r � � CUM 4 t 2w r Im cl �y -6Ti Ir p�MW fit T1AT TM l T / 110 " .71 � I t �l p�oVe�a'Yi �u m 1 y a r KT[[t 7m C TT[i• � "[SZT f P. MT �ydj ya,luaW n s'G r WH wd i, i �'• a ., i, r,.. ; : •p':i MIm ti {i,ourpV � w iiR 1 A2Sti111fW It. hr ya I liG ' C\ yy Jd03 a� • y° tt "' '' `' Division of Environmental Health Terry L. Pierce, Director State of North Caroline M`I Michael F. Easley, Governor Public Water Supply Section ment of Env Depa Natural Resources ironment and plvlslon of Environmental Hcalth Jessica G. Miles, Section Chief William G. Ross, Secretary August 18, 2006 Mr. Arthur Kemp Northwest Water Supply, Inc. 668 Dockery Road Raeford, NC 28376 Re: Predrill Investigation Well #4 Northwest Water Supply, Inc. Hoke County (03-47-015) Dear Mr, Kemp:' This letter is in response to my wellsite investigation on August 17, 2006 and my meeting with Mr. Bennett on August 11, 2006, at which. time a proposed well was discussed. PLEASE NOTE THAT THIS LETTER IS NOT A WELL SITE APPROVAL LETTER. - The proposed well site for Well 4 is located on lots 65 and 66 in the Eagles Ridge Subdivision. It is my understanding that the well site, as shown on the submitted survey, will be owned by the Northwest Water Supply, Inc. This well site appears to meet the requirements set forth in Section .0203 of the Rules Governing Public Water Systems, as stated below: The well shall be located on a lot so that the area within 100 feet of the well shall be owned or controlled by the person supplying the water. The supplier of water shall be. able to protect the well lot from potential sources of pollution and to construct landscape features for drainage and diversion of pollution. (2) The minimum horizontal separation between a well and known potential sources of pollution shall be in . accordance with .0203 Public Well Water Supply (2) (a) through (1). (3) The Department may require greater separation distances or impose other protective measures, when necessary, to protect the well from pollution. (No pollution source is known which would require greater separation distances in this case.) (4) The well site shall be graded or sloped so that surface water is diverted away from the well head. The site shall not be subject to flooding., (5) Plat and recorded deed for each well lot is to be submitted to the engineer. Noncompliance with any of the aforementioned well lot requirements could lead to the disapproval of the well as a source of public water supply. 225 Green Street, Suite 714, Fayetteville, North Carolina 28301 Telephone 910-433-3300 ♦ Fax 910-486-1858 Lab Form Fax 919-715-6637 http:lincdrinkingwater.state.nc.usi An Equal Opportunity / Affirmative Action Employer Aturally o1ehCarolina Mr. Arthur Kemp Re: Predrill Investigation Northwest Water Supply, Inc. Page 2 The well discussed in this letter must be constructed within twelve (12) months of the date of this letter. If not constructed within this twelve (12) months period, this letter is void and Public Water Supply Section staff will have to revisit the site and the process will start over. Future well site work will have to meet the rules in effect at that time. You may proceed with the drilling and testing of the proposed well discussed in this letter. The well site must continue to meet the site criteria as discussed at - the time of my investigation and as stated in - the enclosure (section .0203). , The casing is to extend at least 50 feet below the ground's surface and the well casing is to be grouted to at least 50 feet. The driller shall grout the well casing using either the pumping or the pressure method, as defined in Ground Water Section's rules (see enclosure). Your engineer or his representative must observe enough of the well's construction to be able to verify in writing that the well is constructed in accordance with the Well Construction Standards, as stated. in Ground Water Section's rules, any local rules, and the construction requirements in this letter. Once it has been determined that a new well will become part of the water system, your engineer' will be .able to proceed with the plans and specifications. The plans and specifications shall contain all information needed to conform with the requirements of the Rules Governing Public Water Systems. In addition, a "Check List For New Well Construction" is attached to this .letter to assist the engineer with the well and well site information needed as part of the plan submission. Three copies of plans and specifications are to be submitted to: NC Department of Environment & Natural Resources Div. of Environmental Health - Public Water Supply Section 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 The regional office will check the plans and specifications submitted for the completeness of the well and well site information. If this information is complete, then a well site approval letter will 'be .attached to ,the engineer's submission and the complete submission will be forwarded to the Plan Review Branch in Raleigh for technical review. A copy of the well site approval letter will be mailed to the owner and to the engineer submitting the plans for review. 1630 Mail Service Center, Raleigh, North Carolina 27699-1630 Phone (919) 733-2870 / Fax (919) 715-3242 An Equal Opportunity / Affirmative Action Employer Nne orthCarolina Awma!!tf I Mr. Arthur Kemp Re: Predrill Investigation Northwest Water Supply, Inc. Page 3 IF THE SUBMITTED WELL AND WELL SITE INFORMATION IS INCOMPLETE, THE REGIONAL OFFICE WILL RETURN THE ENTIRE SUBMISSION TO THE ENGINEER. Upon receiving authorization to construct by the Plan Review Branch in Raleigh, construction of the project may proceed. Your engineer or his representative shall make site visits to ensure that construction is in accordance with the approved plans. Once construction has been completed, I will need to inspect the water system. Please contact me so that I can schedule my inspection. Any deficiencies noted during this inspection will have to be corrected before the well can be put in'service. If it is decided that a well will NOT be used as a public water system source and you choose to abandon the well, then it must be abandoned in accordance with Ground Water Section's Well Abandonment Rules and local health department requirements Jif your county has applicable rules). The telephone number for the Fayetteville Regional Office Ground Water Section and Public Water Supply Section is (910) 486-1541. Please call this number if there are any questions concerning this letter or Public Water Supply Section requirements. Since y, eith Puckett, Environmental Engineer Public Water Supply Section Division of Environmental Health Enclosures: New Well Check list Ground Water Rules Well Site Criteria (Section .0203). cc: Jessica G. Miles, Chief, Public Water Supply Section Hoke County Health Department Aquifer Protection Section - Fayetteville Regional Office 1630 Mail Service Center, Raleigh, Forth Carolina 27699-1630 One Phone (919) 733-28701 Fax (919) 715-3242 NorthCarolina An Equal Opportunity ! Affirmative Action Employer r ' aturall 4 PP Y DENR-FRO Murphy -Brown L.c March 28, 2013 NCDENR, DWQ Fayetteville Regional Office Aquifer Protection Section 225 Green Street Suite 7141 Systel Bldg. Fayetteville, NC 2830 I -5043 Subject: Revised Nutrient Utilization Plan a Irrigation System Design Par ers for Farm 5786 (Old 7708); Facil' No. 47-7 Hoke County APR 0 3 2013 PO Drawer 856 D * * o 2822 Hwy. 24 West Warsaw, NC 28398 Tel: 910-293-3434 Fax: 910-293-3138 Enclosed please find the revised Nutrient Utilization Plan and Irrigation System Design Parameters for the above -mentioned facility. The revision was made to show a recalculation of the wetted acres due to a new GPS map of the facility. All other parameters remained the same. Please place in the appropriate file. If you have any questions or need additional information regarding this matter, please do not hesitate to call me at (910) 293-3434 ext. 5363. Sincerely, Kevin Weston, CID Environmental Compliance Cc: Murphy -Brown, LLC Files Hoke SWCD Murphy -Brown, LLC G rower(s); Farm Name: 3/27/2013 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Murphy -Brown, LLC 5786; Fac. No.: 47-7; (Old 7686 or 7708) County., Hoke Farm Ca acit Farrow to Wean 2400 Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish Storage Structure: Anaerobic Storage Period: Application Method: Lagoon >180 days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods In the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH In the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.): -98-p—adity. TYPO Waste Produced per Animal Total 2400 Farrow to Wean 3212 gal/yr 7,708,800 gal/yr Farrow to Feeder 4015 galtyr gaUyr Farrow to Finish 10585 gal/yr gal/yr Wean to Feeder 223 gal/yr galtyr Feeder to Finish 986 pall r gaw Total 7,708,800 gaVyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity e Nitrogen Produced par Animal Tote 2400 Farrow to Wean 5.4 IbW 12,960 Ibstyr Farrow to Feeder 6.5 Ibs/yr lbs/yr Farrow to Finish 26 Ibs/yr Ibstyr Wean to Feeder 0.48 lbs/yr Ibs/yr Feeder to Finish 2.3 Ib r lbr Total 12,960 Ib Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 112.65 Total N Required 1st Year: 31411.6875 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 31,411.69 Total Nitrogen Produced by Farm: 12,960.00 Nitrogen Balance for Crops: (18,461.69) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop In the specified crop rotation schedule for this facility. 2of11 Reception Area Specfta#ions Tract Field Irrigated Sob 1st Crop Thm to 1st Crop 1st Crop Lb9 WAC Lba N Total Its N Acreage Type Code Apply Yield ms NAJntt Residual !AC Utttbed 2rtd Crop Thne to 2nd Crop 2nd Crap Lbs WAc Lbs N Total Me N Coda Apply Yield las WUntt Residual IAc UtBized Total Las WAc Towl M, N Utilized 399 1 A 4.17 Norfolk B Mar -Sept 6.5 37.5 243.75 1016.44 K Sept -Apr 1 5o 50.00 20B.50 293.75 1224-94 399 1 B 3.07 Norfolk B Mar -Sept 6.5 37.5 243.76 748.31 K Sept -Apr 1 50 50.00 153.50 293.75 901.81 399 2A 6.06 Norfolk B Mar -Set 6.5 37.5 243.75 1477.13 K Sepj-Apr 1 50 50,00 303.00 293.75 1780.13 399 2B 3,02 Norfolk B Mar -Set 8,5 37.5 243.75 736.13 K Sept -Apr 1 50 50.00 151.00 293.75 887A3 399 3A 6.85 Norfolk B Mar -Set 6.5 37.5 243.75 142544 K Sept -Apr 1 50 50.00 292.50 293.75 1718.44 399 3B 3.41 Norfolk B Mar -Set 6.5 37.5 243.75 831-19 K Se t- r 1 50 50.00 170.50 293.75 1001.69 399 4A 524 Norfolk B Mar -Sept 6.5 37.5 243.76 127725 K Sept -Apr 1 50 50.00 262.00 293.75 153925 399 4B 4.54 Norfolk B Mar -Set 6.5 37.5 243.75 1106.63 K Sept -Apr 1 5o 50.00 227.00 293.75 1333.63 399 5A 6.53 Norfolk B Mar -Set 6.5 37.5 243.76 1591.69 K Sept -Apr 1 So 50.00 326.50 293.75 1918.19 399 5B 6,24 Norfolk B Mar -Set 6.5 37.5 243.75 1521.00 K Sept -Apr 1 50 50.00 312-00 293.75 1833.00 399 6 6.39 Norfolk B Mar -Set 6.5 37.5 243.75 1567.56 K Sept -Apr 1 50 50.00 319.50 293.75 1877.06 399 7 7.11 Norfolk B Mar -Set 6.5 37.5 243.75 1733.06 K Sept -Apr 1 50 50.00 366.50 293.75 2068.56 399 8 6.72 Norfolk B Mar -Set 6.5 37.5 243.75 1638.00 K Se t- r 1 50 50.00 336.00 293.75 1974.00 399 9 4.86 Norfolk B Mar -Set 6.5 37.5 243.75 1184.63 K Se - r 1 50 50.00 243.00 293.76 1427.63 399 10 4.81 Norfolk B Mar -Set 6.5 37.5 243.75 1172,44 K Sept- r 1 50 50.D0 24050 293.75 1412.94 399 11 4.72 Norfolk B Mar -Set 6.6 37.5 243.75 1150.50 K Sept -Apr 1 50 50,00 236.00 293.75 1386.SD 399 12 4.61 Norfolk B Mar -Set 6.5 37.5 243,75 1123.69 K Sept -Apr 1 50 60.00 230.5D 293.75 1354.19 399 13 2.91 Norfolk B Mar -Set 6.5 37.5 243.75 709,31 K Sept -Apr 1 50 50.00 145.50 293.75 a54.81 399 14A 2.46 Candor B Mar -Set 4.5 37.5 168.75 415.13 K Se t- r 1 50 50.00 123.00 218.76 538.13 399 14 B 2.66 Candor B Mar -Set 4.5 37.5 168.75 448.88 K Sept -Apr 1 50 50.00 133.DD 218.75 581.88 399 15 2.89 Candor B Mar -Sept 4.5 37.5 168.75 4B7.69 K Se t- r 1 50 50.D0 144.50 218.75 632AS 399 16 1.59 Candor B Mar -Set 4.5 37,5 168.75 268.31 K Se t- r 1 50 60.00 79.5D 218.75 347.81 399 17 2.04 Candor B Mar -Set 4.5 37.6 168.75 34425 K Sept -Apr 1 50 SO -DO 102-00 218.75 446.25 399 18 5.05 Candor B Mar -Set 4.5 37.5 168.75 052.19 K $e t- r 1 50 1 SO.DO 252.50 218.75 11D4.69 399 19 5.7 Candor B Mar-Seprt 4.5 37.5 168.75 961.88 K Se t- r 1 50 50.00 285.00 218.75 1246.88 Tadafs: 112,65 2577R19 5632-W 31411.69 3(a) of 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers7n some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May), Shading may result If small grain gets too high and this will definately Interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fail. The Ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized / unit yield A Barley 1.6 Ibs N / bushel B Grazed Bermudagrass 37.5 Ibs N / ton C Hybrid Bermudagrass Hay 50 Ibs N / ton D Corn - Grain 1.25 Ibs N / bushel E Corn - Silage 12 Ibs N 1 ton F Cotton 0.12 Ibs N / Ibs lint G Grazed Fescue 37.5 Ibs N / ton H Fescue Hay 50 Ibs N / ton I Oats 1.3 Ibs N / bushel J Rye 2.4 lbs N 1 bushel K Grazed Overseed 50 Ibs N / acre L Overseed Hay 50 Ibs N / acre M Grain Sorghum 2.5 Ibs N 1 cwt N Wheat 2.4 Ibs N 1 bushel O Soybean 4.0 Ibs N 1 bushel P Pine Trees 40 Ibs N I acre / yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4 of 11 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal In the lagoon sludge Farm Specifications PAN r/animal Farm Total/ r 2400 Farrow to Wean 0.84 2016 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Feeder to Finish 0.36 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2016 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 10080 pounds of plant available nitrogen to utilize: Assuming you apply this PAN to hybrid berm uda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 33 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 80.64 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of Irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigatlon system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. "This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant ._ Type Crop Inlhr * Inches 399 IA Norfolk B y 0.5 399 1 B Norfolk B 0.5 1 399 2A Norfolk B 0.5 1 399 2B Norfolk B 0.5 1 399 3A Norfolk B 0.5 1 399 3B Norfolk B 0.5 1 399 4A Norfolk B 0.5 1 399 4B Norfolk B 0.5 1 399 5A Norfolk 8 0.5 1 399 5B Norfolk B 0.5 1 399 6 Norfolk B 0.5 1 399 7 Norfolk B 0.5 1 399 8 Norfolk B 0.5 1 399 9 Norfolk B 0.5 1 399 10 Norfolk B 0.5 1 399 11 Norfolk B 0.5 1 399 12 Norfolk B 0.5 1 399 13 Norfolk B 0.5 1 399 14A Candor B 0.4 1 399 14 B Candor B 0.4 1 399 15 Candor B 0.4 1 399 16 Candor B 0.4 1 399 17 Candor B 0.4 1 399 18 Candor B 0.4 1 399 19 Candor B 0.4 1 6of11 Additional Comments: This plan revised to show a recalculation of the wetted acres based on a new GPS map of the fields. All other parameters remalned the same. 7 of 11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Owner: Manager: Owner/Manager Agreement: 5786; Fac. No.: 47-7; (Old 7686 or 7708) Murphy -Brown, LLC I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Signature: Murphy -Brown, LLC Name of Manager (If different from owner): Signature: Date Name of Technical Specialist: M. Kevin Weston Affiliation: Murphy -Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw, -NC 28398^ Telephone: (910) 293-3434 Signature: Ao'c 8 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which 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 facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving 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 year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips), 5 Odors can be reduced by injecting the waste or 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). 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 flies. e Animal waste shall not be applied to saturated soils, during rainfall events, or when the 9 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 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 landowner. 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 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 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. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 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 eliminate the possibility of 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. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 3/27/2013 Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: Murphy -Brown, LLC - Farm 5786; Fac. No.: 47-7 County: Hoke Address: P.O. Box 856 Warsaw, NC 28398 Date: 3/27/2013 Telephone: (910) 293-3434 Table 1 - Field Specifications Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle Tve SVvu ..Comments —Number (acres) Soil •r • - - E .. m - Overseed Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 30 Traveler w/1200' hose w/Nelson 150 Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc u„4-4 ni„ rfFl-;-1 fin/hr 1 widthIfF 1 I nnnthlft) (feet) !inches} at Gun(asil at reel(nsi) Pattam (..nmments - Ames ru-r nidl 1 A 2.99 0.38 270 549 300 1.18 50 85 330 4.17 1 B 2.99 0.38 270 371 300 1.18 50 85 330 3.07 2A 4.39/2.99 0.56/0.38 250/270 250/622 300 1.18 50 85 220/S30 6.06 2B 4.39 0.56 232 458 300 1.18 50 85 220 3.02 3A 2.99 0.38 270 820 300 1.18 50 85 330 5.85 3B 4.39 0.56 222 555 300 1.18 50 85 220 3.41 4A 2.99 0.38 240 818 300 1.18 50 85 330 5.24 4B 2.99 0.38 240 692 300 1.18 50 85 330 4.54 5A 2.99 0.38 240 1053 300 1.18 50 85 330 6.53 59 2.99 0.38 270 883 300 1.18 .50 85 330 6.24 6 2.99 0.38 240 921 300 1.10 50 85 330 6.39 7 2.99 0.38 240 1050 300 1.18 50 85 330 7.11 8 2.99 0.38 240 981 300 1.18 50 85 330 6.72 9 2.99 0.38 240 642 300 1.18 50 85 330 4.86 10 2.99 0.38 240 634 300 1.18 50 85 330 4.81 11 2.99 0.38 240 618 300 1.18 50 85 330 4.72 12 2.99 0.38 240 597 300 1.18 50 85 330 4.61 13 4.39/2.99 0.5610.38 230/270 487185 300 1.18 50 85 220/330 2.91 14A 3.29 0.41 270 291 300 1.18 50 85 300 2.46 14B 3.29 0.41 270 323 300 1.18 50 85 300 2.66 15 5.48 0.69 206 469 300 1.18 50 85 180 2.89 16 2.99 0.38 270 62 300 1.18 50 85 330 1.59 17 5.48/2.99 0.69/0.38 120/270 148/37 300 1.18 50 85 180/330 2.04 18 2.99 0.38 240 663 300 1.18 50 85 330 5.05 19 2.99 0.38 270 693 300 1.18 50 85 330 5.70 TOTAL 112.65 Sheet5 IRRIGATION SYSTEM DESIGNER Name: Micah Kevin Weston, CID Company. Murphy -Brown, LLC Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 Phone: (910) 293-3434 Required Documentation The following details of design and materials must accompany all irrigation designs: 1. A scale drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE, 8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per NC Statutes. Sheet6 Narrative of Irrigation System Operation his design is for a "wetted acreage" determination for an existing facility. The acres were calculated based on tie equipment specified and the charts created by NCSU for calculating Area Allowances for Hard Hose raveler Systems. (Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of 0 Sheet7 CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 150 Nozzle Size: 1.18 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 205 gpm Wetted Diameter: 300 feet Lane Spacings Desired Spacing (%): 70 % Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 240 feet Actual Spacing (%): 80 % Application Rate Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.34 in/hr 300 degree arc = 0.41 in/hr 330 degree arc = 0.38 in/hr 220 degree arc = 0.56 in/hr 180 degree arc = 0.69 in/hr Traveller Speed Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.5 inches 360 degree arc = 2.74 ft/min 300 degree arc = 3.29 ft/min 330 degree arc = 2.99 ft/min 220 degree arc = 4.39 ft/min 180 degree arc = 5.48 ft/min Mainline Veloalty Velocity = .408 x Flowrate / pipe diameter squared feet/sec." "For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches Velocity= 2.32 ft/sec. Page 1 Sheet8 (2) Farm 5786; Fac. No.: 47-7 Acrea a Calculations 3/27/2013 Width Length Acres Total Acres Start End Sto End Total Pull # ft.1 in Lmidsection) (midsection] Lac . ac. Pull Aces 1 A 270 549 3.403 3.403 0.770 0.000 4.17 1 B 270 371 2.300 2.300 0.770 0.000 3.07 2A 250 250 1.435 5.290 0.770 0.000 6.06 270 622 3.865 0.000 0.000 0.000 0.00 2B 232 458 2.439 2.439 0.580 0.000 3.02 3A 270 820 5.083 5.083 0.770 0.000 5.85 3B 222 555 2.829 2.829 0.580 0.000 3.41 4A 240 818 4.507 4.507 0.730 0.000 5.24 4B 240 692 3.813 3.813 0.730 0.000 4.54 5A 240 1053 5.802 5.802 0.730 0.000 6.53 5B 270 883 5.473 5.473 0.770 0.000 6.24 6 240 921 5.074 5.074 0.730 0.590 6.39 7 240 1050 5.785 5.785 0.730 0.590 7.11 8 240 981 5.405 5.405 0.730 0.590 6.72 9 240 642 3.537 3.537 0.730 0.590 4.86 10 240 634 3.493 3.493 0.730 0.590 4.81 11 240 618 3.405 3.405 0.730 0.590 4.72 12 240 597 3.289 3.289 0.730 0.590 4.61 13 230 187 0.987 1.514 0.770 0.630 2.91 270 85 0.527 0.000 0.000 0.000 0.00 14A 270 291 1.804 1.804 0.660 0.000 2.46 14B 270 323 2.002 2.002 0.660 0.000 2.66 15 206 469 2.218 2.218 0.390 0.280 2.89 16 270 62 0.384 0.384 0.660 0.550 1.59 17 120 148 0.408 0.637 0.770 0.630 2.04 270 37 0.229 0.000 0.000 0.000 0.00 18 240 663 3.653 3.653 0.770 0.630 5.05 19 270 693 4.295 4.295 0.770 0.630 5.70 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 0.00 0 0 0.000 0.000 0.000 0.000 OA0 0 0 0.000 0.000 0.000 0.000 0.00 Total Acres 112.65 Page 1 Pro rrin 9; "7.Q A 11 3/27/2013 DENR--FRCS Murphy -Brown LLC June 24, 2013 NCDENR, DWQ Fayetteville Regional Office Aquifer Protection Section 225 Green Street Suite 714 / Systel Bldg. Fayetteville, NC 28301-5043 Subject: Revised Nutrient Utilization Plan for Farm 5786 (Old 7708); Facility No. 47-7 Hoke County PO Drawer 856 2822 Hwy. 24 West Warsaw, NC 28398 Tel: 910-293-3434 Fax: 910-293-3138 JUN 2 5 2013 DWQ Enclosed please find the revised Nutrient Utilization Plan for the above -mentioned facility. The revision was made to show a crop change in field 1 from bermuda/overseed grazed to row crops and the inclusion of field 3. All other parameters remained the same. Please place in the appropriate file. If you have any questions or need additional information regarding this matter, please do not hesitate to call me at (910) 293-3434 ext. 5363. Sincerely, Kevin Weston, CID Environmental Compliance Cc: Murphy -Brown, LLC Files Hoke SWCD Murphy -Brown, LLC 6/21/2013 2822Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Farm Name: Murphy -Brown, LLC 5786; Fac. No.: 47-7; (Old 7686 or 7708) Farrow to Wean 2400 Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish Storaae Structure: Anaerobic I Storage Period: Application Method: >180 days Irrigation .agoon The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater, The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maxlmlze the fertilizer value of the waste and to ensure that it is applied In an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize, 2. Soil types are important as they have different Infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established, 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste Is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fts, tons, etc.): Capacity Type Waste Produced per Animal Total 2400 Farrow to Wean 3212 gaVyr 7,708,800 gallyr Farrow to Feeder 4015 gallyr gallyr Farrow to Finish 10585 gallyr gallyr Wean to Feeder 223 gal/yr gallyr Feeder to Finish 988 jaltyr gall Total 7,708,800 _galtyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): Capacity T e Nitrogen Produced per Animal Total 2400 Farrow to Wean 5.4 Ibs/yr 12,960 Ibs/yr Farrow to Feeder 6.5 Ibstyr Ibs/yr Farrow to Finish 28 ibs/yr Ibs/yr Wean to Feeder 0.48 Ibs/yr lbslyr Feeder to Finish 2.3 Ibs Ib r Total 12,980 a Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 127.37 Total N Requl red tat Year: 27938.35 Total N Required 2nd Year: 25187.77 Average Annual Nitrogen Requirement of Crops: 26,663.06 Total Nitrogen Produced by Farm: 12,960.00 Nitrogen Balance for Crops: (13,003.08) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, Ball characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 Reception Area Specifications Tract Field Irrigated Sod 1st Crop Tune to 1st Crop ist Crop Lbs NIAc Lbs N Total ma N Acreage Type Code Apply Yield Ibs NAJnft Residual fAc Utilized 2nd Cmp Time to 2nd Crop 2nd Crop Lbs NfAc Lbs N ToW IWa N I Code Apply Yield [be NAJrdt Residual fAe utilized TOW Lbs WAG Total lbs N Utrlizad 399 to 4.17 Norfolk ❑ Feb15ti1un 115.0 1.25 15 12975 5W.89 N Se 60 2.4 144.00 W0A8 272.75 1137.37 399 1B 3.07 Norfolk D Feb15-Jun 115.0 1.25 15 128.75 39526 N Se - 6D 24 144.00 442.08 272,75 837.34 399 2A 6.06 Norfolk D Feb15-Ju 115.0 1.25 15 128.75 780.23 N Sept-Apr60 2.4 144.0D 872A4 272.75 1652.87 399 2B 3.02 Norfolk D Feb15-Ju 115.0 125 15 128.75 388.53 N 60 2.4 144.00 434.88 272.75 623.71 399 3A 5.85 Norfolk D FeblS-Ju 115.0 1.25 15 128.75 753,19 N Se - 60 2.4 144.00 542.40 272.75 1595.59 399 3B 3.41 Norfolk D Feb15-Jun 115.0 1.25 15 128.75 439.04 N 5e 60 2.4 144.00 491.04 272.75 930.08 399 4A 5.24 Norfolk D Feb15•Ju 115.0 1.25 15 128.75 674.65 N Se r 60 2.4 144.00 754.56 272.75 1429-21 399 4B 4.54 Norfolk D Febl54 115.0 1.25 15 128.75 564.53 N Sept -Apr 60 2.4 144.00 653.76 272.75 1236.29 399 SA 6.53 Norfolk D Feb15.Ju 115.0 1.25 15 12875 840.74 N Se 60 2.4 144.00 940.32 272.75 1781.08 399 5B 6.24 Norfolk D Feb15-JU 115.0 1,25 15 128.75 803A N SB r 60 2.4 144.00 898.56 272.75 1701.96 399 6 6.39 Norfolk O rSe 15 35.0 4 140.00 894.60 0.00 0.00 140.00 894.60 399 7 7.11 Norfolk O f-Se 15 35.0 4 140.00 MAO 0.00 0.00 140.00 995,40 399 8 0.72 Norfolk O 15 35.0 4 1 140.00 940.80 (,OD 0.W 140.00 940.80 399 9 4.86 Norfolk 0 15 35 0 4 140.00 680,40 0.00 0.00 140.00 6WAO 399 10 4.81 1 Norfolk O 1 Apr-Septl5 35.0 4 140.00 673.40 f 0.00 1 0.00 140.00 873.40 399 11 4.72 Norfolk O Apr-Septl 5 35.0 4 14D.00 660.80 0-OD 0.00 140.00 660-80 399 12 4.61 Norfolk O Apr-Septl 5 35.0 4 14D.00 645.40 0.00 0.00 140.00 "SAO 399 13 2.91 Norfolk O -S 15 350 4 14D.00 407.40 0.00 0.00 140.00 1 407.40 399 14A 2.46 Candor B Mar -Se 4,5 3T5 168.75 415.13 K Sqg-Apr 1 50 50.00 123.00 213.75 538.13 399 14 B 2.66 Candor B Mar -Sept 4.5 3T5 169.75 448.88 K Sept-AprSept-Apr f 50 50.00 133.00 210.75 581.85 399 15 2.89 Candor B Mar -Sept 4.5 1 37.5 1 169.76 487.69 K Se 1 50 50.00 144.50 218,75 632.19 399 16 1.59 Candor B Mar-Sepi 45 1 37.5 168.75 268.31 K I Se-AprS"-Apr 1 50 50-00 79.50 218.75 347.81 399 1 17 2.04 1 Candor B 1 Mar -Sept 4.5 37.5 168.75 34425 K Se 1 50 50.DO 102.00 218.75 44625 399 18 5.05 Candor B Mar -Sept 4.5 37.5 168.75 852.19 K 5e - r 1 50 50.00 252.50 218.75 1104.69 399 19 5.7 Candor S wr-&Pt 4.5 97.5 100,75 951.88 K Sept -Apr 1 50 50.D0 2%.D0 1 213.75 124&88 399 F3 14.72 Norfolk D Febl5-Ju 115.0 1.25 15 128.75 i895.20 N Sept -Apr 6D 24 144.00 2119.68 1 272.75 4014,88 C--P O Lfon - S hwo Substitute for Soyboms Norfolk M MarI5-Aug 550 2.5 137.50 0.00 Toaft. 127.37 1776"5 1010.90 2793835 3(a) of 11 Reception Area SpedEicatiom Trot Field "Wed Boll 1 at Crop Time to 1st Crop tat Crop Lbs WAC Lba N Tow am N Acreage TVpe Coda AAft Yirld Iba Wlhdt ResMM 7AC Utllimed 2nd Crop Tiro to 2nd Crap 2nd Crop Lbs WAc Us N T.W Ors N Cade Applv Ykrld [be NAhM Residual lAc UUUmd Total Lba WAc Total as N UBltmd 399 1A 4.17 Norfolk O 5 35.0 4 140 583.8 0 0 140 583-8 399 18 3.07 Norfolk O 5 35.0 4 140 429.8 0 0 140 429.8 399 2A 6,06 Norfolk O Apr-SepM 35.0 4 140 50.4 0 0 140 848.4 399 2B 3.02 Norfolk O 15 35.0 4 140 422.8 0 0 140 422.8 399 3A 5.85 Nmfdk O 15 35.0 4 140 619 0 0 140 519 399 38 3.41 Norfolk O 5 35.0 4 140 4T7.4 0 0 140 477.4 399 4A 5.24 Norfolk O -SeptI5 35.0 1 4 14D 733.6 1 0 0 140 733,E 399 48 4.54 Norfolk O 15 35.0 4 140 635.6 t 0 0 140 635.6 399 SA 6.63 Norfolk O -Se 15 35.D 4 140 0142 0 0 140 914.2 399 5B 6.24 Norfolk O 5 35.0 4 140 873.6 0 0 140 973.6 399 6 6.39 Norfolk D Feb15-June 115.0 1.25 15 128.75 022.7125 N 60 2.4 144 920.15 272.75 1742.573 399 7 7.11 Norfdk D Febl"une 115.0 1.25 15 12875 215.4125 N 60 2.4 144 1023.64 272.75 1939.253 399 8 &72 Norfolk D Feb15-June 115.0 1.25 15 128.75 865.2 N Sapl-Apr 60 2A 144 967.68 272-75 1832.BB 399 9 4.86 Norfolk D Feb15-June 115.0 1.25 15 128.75 625.725 N 60 2.4 144 899.84 272.75 1325.565 399 10 4.81 Norfolk D Feb15-June 115.0 1.25 15 128.75 619.2875 N SeplApr 60 2.4 144 M.84 272.75 1311.926 399 11 4.72 Norfolk D Febl5June 115.0 1.25 15 126.75 607-7 N Sept -Apr 60 1 2.4 144 M.68 272.75 1287.38 399 12 4A1 Norfolk D Feb15-June 115.0 1.25 15 128.T5 593.5375 N Sept-Ar 60 2.4 144 663.64 27275 1257.378 399 13 2.91 Norfolk D Feb15-June 115.0 1.25 15 128.75 374.6625 N 60 2.4 144 419.04 27275 793,7025 399 14A 2.46 Candor S Mar -Set 4.5 37.5 168.75 415.125 K Sept -Apt 1 5o 5o 123 216L75 538.125 399 148 2.66 Candor B mar -Sept 4.5 37.5 168.75 448.875 K Sao -Apr 1 50 50 133 210,75 501.875 399 15 2.89 Candor B mar -Sept 4.5 37,5 16&75 487.6875 K 1 50 5o 144.5 218,75 632.1875 399 16 1.59 Candor B Mer-Set 4.5 37.5 1 168.75 268.3125 K 1 50 50 79.5 218.75 347A125 399 17 2.64 Candor B Mar -Sept 4.5 37.5 168.75 1 344.25 K 1 50 50 102 210.75 446-25 399 18 5.05 Candor B Mar -Set 4.5 37.5 168.75 852.1975 K 1 1 50 50 252.5 218.76 1104-588 399 19 5.7 Candor B mar-sept 4.5 37.5 16&75 951875 K 1 15o 5o 285 218-75 1248.975 399 F3 14.72 Norfolk O 15 35.0 4 140 2060.8 0 0 140 2050.8 Crw Zl- - S um Srebatrtrrte for Norfolk M Mari SALIg 55.0 2.5 137.5 0 Tofth. 12727 i8m.55 7f80.22 251117.77 3(b) of 11 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satlsty the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine Inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, ale, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The Ideal time to interplant small grain, etc, is late September or early October. DdIling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop Lbs N utilized 1 unit yield A Barley 1.6 lb N 1 bushel B Grazed Bermudagrass 37.5 Ibs N 1 ton C Hybrid Bermudagrass Hay 50 The N I ton D Com - Grain 1.25 Ibs N I bushel E Com - Silage 12 Ibs N 1 ton F Cotton 0.12 Ibs N 1 Ibs lint G Grazed Fescue 37.5 Ibs N 1 ton H Fescue Hay 50 Ibs N 1 ton l Oats 1.3 Ibs N 1 bushel J Rye 2.4 Ibs N 1 bushel K Grazed Overseed 50 Ibs N 1 acre L Overseed Hay 50 Ibs N 1 acre M Grain Sorghum 2.5 Ibs N 1 cwt N Wheat 2.4 Ibs N 1 bushel O Soybean 4.0 Ibs N 1 bushel P Pine Trees 40 Ibs N 1 acre 1 yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4 of 11 SLUDGE APPLICATION; The following table describes the annual nitrogen accumulation rate per animal In the lagoon sludge Farm Specifications PAN! rlanimal Farm To*Vyr 2400 Farrow to Wean 0.84 2016 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 Feeder to Finish 0.36 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates, The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2016 pounds of plant available nitrogen per year will accumulate In the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you w€II have approximately 10080 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 33 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 80.64 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of Irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface Irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly Irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This Is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no Instance should the volume of the waste stored in your structure be within the 26 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysts report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5 of 11 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Croft Inlhr _ ' inches 399 1A Norfolk D 0,5 1 399 1B Norfolk D 0.5 1 399 2A Norfolk D 0,5 1 399 2B Norfolk D 0.5 1 399 3A Norfolk D 0.5 1 399 3B Norfolk D 0.5 1 399 4A Norfolk D 0.5 1 399 4B Norfolk D 0.5 1 399 5A Norfolk D 0.5 1 399 5B Norfolk D 0,5 1 399 6 Norfolk 0 0,5 1 399 7 Norfolk 0 0,5 1 399 B Norfolk 0 0,5 1 399 9 Norfolk 0 0,5 1 399 10 Norfolk 0 0.5 1 399 11 Norfolk O 0.5 1 399 12 Norfolk O 0.5 1 399 13 Norfolk O 0.5 1 399 14A Candor B 0.4 1 399 14 B Candor B 0.4 1 399 15 Candor B 0.4 1 399 16 Candor B 0.4 1 399 17 Candor B 0.4 1 399 18 Candor B 0.4 1 399 19 Candor 8 0.4 1 399 F3 Norfolk D 0.5 1 rption - Sorghum Subsi Norfolk M 0.5 6 of 11 Additional Comments: This plan revised to show a crop change from bermudaloverseed grazed to row crops for field 1 (puns 1A-13). Field 3 is being included in this plan and _ will also be in row crops. Field 2 will remain in bermudaloverseed grazed. All other parameters remalned the same. 7 of 11 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Owner: Manager: Owner/Manager Agreement: 6786; Fac. No.: 47-7; (Old 7686 or 7708) Murphy -Brown, LLC Itwe understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. I/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked.. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Murphy -Brown, LLC Signature: Name of Manager (if different from owner): Signature: Date Name of Technical Specialist: Affiliation: Address: M. Kevin Weston Telephone: (910) 293-3434 Signature: ¢ar3 Date 8ofII NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 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 himlher the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. 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. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (See USDA, MRCS Field Office Technical Guide Standard 393 - Filter Strips). Odors can be reduced by injecting the waste or 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 does not cause drift from the site during application. No ponding should occur in order to control odor and flies. Animal waste shall not be applied to saturated soils, during rainfall events, or when the 9 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 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 landowner. 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 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 speclalist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates In a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 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 eliminate the possibility of 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. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 C7nrr % r-%%Qr 3/27/2013 f - a4 Smithfield 600A food. 'R&SPOKSMb�' March 3, 2017 NCDEQ DWR Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301-5095 Subject: Burial Site Map for Farm 5786; AWS470007 Hoke County RECEIVED DEQ/DWR MAR 10 2017 WQROS FAYETTEVILLE REGIONAL OFFICE M. Kevin Weston Sr. Environmental Compliance Technical Specialist Smithfield Hog Production Division P.O. Box 856 2822 NC Hwy 24 West Warsaw, NC 28398 (910) 293-3434 tel (910) 293-3138 fax Enclosed please find a copy of the map of the burial site location for the above -mentioned facility where on February 23, 2017, 3 sows and 24 barrels of baby pigs and afterbirth, approximately 501bs/barrel, were buried in approved Dead Hole A in accordance with the facility's CAWMP and the NCDA & CS Veterinary Division's statutes and regulations. This above normal mortality was due to a disease outbreak at the farm. Please place in the appropriate files. If you have any questions regarding this matter, please contact me at (910) 293-3434 ext. 5363 or email at CC: Smithfield Hog Production Division Files Sincerely, 1,,.,e'— z/.._Z;N. M. Kevin Weston, CID Environmental Compliance kweston@smithfield.com www,sm ithfi eldfoods.com cD cD - (1) co