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820122_CORRESPONDENCE_20171231
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number. 82-122 Facility Name: Ernest Odum 1 & 2 County: Sampson Certified Operator Name: Ernest Odum Operator Number: 16763 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon Name/ID: Spiliway(Y or N): Level(inches): Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 1 2 N N 10 12 2. Check all applicable items Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action Is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste to be pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop Information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered in the facility's CAWMP. Operation will be partially or fully depopulated. 'Attach a complete schedule with corresponding animal units and dates for depopulation "if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliest possible date to begin land application of waste: 9/22/18 I hereby certify that I have reviewed the Information listed above and Included within the attached Plan of Action, and to the best of my knowledge and ability, the Information is accurate and correct. QQ 0IJ u % Phone: Facllftj OwnerfManager (print) D2 B-Z Iz. Date: Facility Owner/Manager (signature) • PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Namelldentifier (ID): La oon #2 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level according to marker 12.0 inches b. designed 25 yr.124 hr. storm & structural freeboard 19.0 Inches c. line b - line a (inches in red zone) = 7.0 Inches d. top of dike surface area according to design (area at below structural freeboard elevation) 57000 ft2 e. line c112 x line d x 7.48 gallonslft3 248710 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 68891 1 ft3 h. current hens # 2100 certified herd #1 2 000 actual waste produced = current herd°# x line g = certified herd # 1. volume of wash water according to structural design j. excess rainfall over evaporation accord[ng to des[gn k. (lines h + [ + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 8115118 m. ((Iines e + k)11000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21/00 68891 ft3 0 ft3 .84 ft3 85989 gallons 1.27 Ibs/1000 gal. 425.1 lbs. PAN tr<,AeAL- p/w�• •r RE EC IVED MAR 4 2 2W DENR—FAYETME REG10NALOFRCE \utrient Nlamtger;lent Plan For Animal Waste Utilization This plan has been prepares! for: 67/P.t/c="51' G/%✓24...E 'AlC. This plan has been degeloped b),: /, "/-/W,/, Al. C - 1,Y- Developer Signature Type of Plan: Nutrient Management with Manure Only Ownerlivlanager/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) Date Uo - r)vla Signature (manager or pruduccr) Date Plan ,approved By: —e7 8 —CPO � c) I'Cchnicai 5"peciah'it Si_riat [J:�[e 720696 Database Version 3.1 Cover Farm Name: Ernest Odum Farms Facility No. 82-122 Subject: Wettable Acre / WUP Revision Tech. Spec.: Dan Bailey Irrigation travel lanes P101, P104, P106, P107, P111, & P234 have been revised. A revised WUP has also been completed. Owner Signature Date Tech. Spec. Signature -fib'-.2 Date A .II. Total waste/Nutrients Generated (per year) A. Percent collected of produced / v $, B. Design time of temporary storage. Type storage /f Liquid 1 mY C. Waste Generated (per year). Table 1 Time (Day(s)) Type Prod. LhLit * # of Animals ** Form of Waste Generated Volume of Waste Generated Appli, Method Plant Available Waste -Analysis Values s.. 1000. Gals. Actual , ` es Actu Zn Cu N P K Zn CL 3 �00 L ,' t,) 13 1. 3 3.-d 3 3, 2- D. Nutrients Generated/used (per year) Table 2 Form of waste Included In WUP Yes/No Total Plant Available Nutrients (lbs.) d ,�grLr�v4,1 P K Zn Cu L; : u y� s � H o j-s7 3� z o 77 c Scut E A1J * One time capacity ** Liquid, Slurry, Dry, stockpiled, Q=Tposted, Etc. Waste Utilization Plan Plan Year 1 Facility No: 82-122 Tract Field Soil Crop Yield Nitrogen Rate Lbs./Ac Acres Application Method Total Nitrogen Utilized TALL P101 NoB BH/OS 6.3T 286/50 2.96 IR 995 P 102 NoB CR/WHT 111 /58 1071 40 3.26 IR 479 P103 NoB CR/WHT 111/58 107140 3.92 IR 576 P104 NoB BH/OS 6.3T 286/50 3.64 IR 1223 P105 NoB BH/OS 6.3T 286/50 1.94 IR 652 P106 WaB BH/OS 5AT 263/50 3.4 IR 1064 P107 NoB BH/OS 6.3T 286/50 4.53 IR 1522 P 108 NoA CR/WHT 115/60 111 / 40 3.13 IR 473 P 109 NoA CR/WHT 115160 111 / 40 4.21 IR 636 P111 WaB BH/OS 5AT 263/50 2.88 IR 901 P112 NoB BH/OS 6.3T 286/50 2.83 IR 951 P113 NoB BH/OS 6.3T 286/50 2.60 IR 874 P114 NoB BH/OS 6.3T 286/50 2.69 IR 904 P232 WaB BH/OS 5AT 263/50 1.42 IR 444 P233 WaB BH/OS 5AT 263/50 3.30 IR 1033 P234 WaB CR/WHT 73/39 69/44 4.53 IR 494 P235 WaB CR/WHT 73/39 69140 4.64 IR 506 P236 NoA CR/WHT 115/60 111/ 40 4.37 IR 660 Nitrogen Required 14,387 Nitrogen Generated 13,858 BH: Bermuda Hay WHT : Wheat Balance -529 CR: Corn OS : Over seed Small Grain ( ) : Split nitrogen application wheat SBDC : Soybean Double Cropped Waste Utilization Plan Plan Year 2 Facility No: 82-122 Tract Field Soil Crop Yield Nitrogen Rate Lbs./Ac Acres Application Method Total Nitrogen Utilized T ALL P101 NoB BH/OS 6.3T 286/50 2.96 IR 995 P102 NoB WHT/SBDC 58/34 81 /136 3.26 IR 479 P103 NoB WHT/SBDC 58/34 81/136 3.92 IR 576 P104 NoB BH/OS 6.3T 286/50 3.64 IR 1223 P105 NoB BH/OS 6.3T 286/50 1.94 IR 652 P106 WaB BH/OS 5AT 263/50 3.4 IR 1064 P107 NoB BHIOS 6.3T 286/50 4.53 IR 1522 P108 NoA WHT/SBDC 60/35 851140 3.13 IR 473 P109 NoA WHT/SBDC 60/35 851140 4.21 IR 636 P111 WaB BH/OS 5AT 263/50 2.88 IR 901 P112 NoB BHIOS 6.3T 286/50 2.83 IR 951 P113 NoB BH/OS 6.3T 286/50 2.60 IR 874 P114 NoB BH/OS 6.3T 286/50 2.69 IR 904 P232 WaB BHIOS 5AT 263/50 1.42 I.R. 444 P233 WaB BHIOS 5.4T 263/50 3.30 IR 1033 P234 WaB WHT/SBDC 39/22 51 /88 4.53 IR 494 P235 WaB WHT/SBDC 39/22 51188 4.64 IR 506 P236 NoA WHT/SBDC 60135 85 /140 4.37 IR 660 BH: Bermuda Hay WHT . Wheat CR: Corn OS : Over seed Small Grain ( ) : Split nitrogen application wheat SBDC : Soybean Double Cropped Nitrogen Required 16,030 Nitrogen Generated 13,858 Balance -2172 N Animal \Waste .App ication Windowsi For Common Crops NA"hich Receive .knimal Wasie Tiiest- ar;lDlicarior, wir 6mvs in:lud 1U days grin= to ]3antim: ant, _cr nnur: n" �erniJdanr�s. Lt!d 0 days b-Tol-e harvest. Bc muda—crass Bergin Ma ah 1st End Scpten -'Den- 0tr Small Grain Begin Gctobe, 15", End !\ ar--h 3151 Gyerseede,d in Bermuda. -ass Co-rn Begin Ftbrua:-y 1 Jd, End .1unF 30u, Cotznn Begin March 15'}' End August 1" Cucumbers — Direct consumption Begin March I" (I DO % ac planting) —For Processing Begin April IS' End N'Iay iS' (? seasons) Begin Jule I" End August S 1'` Sn-sali Grain Begin Scpternb6r Is' End I&rch 315i Peanuts Begin April 15' End Sept tuber 30�' Sorghum/. Begin March 1 ath End August 31 S' Sudan Grass Hay Soybeans Begin April 1 St th End September 1.5 Tobacco — Flue Cured Bez-in March 15'n End June 30'n --Burley.. Begin May 15'I' End August 15''' Fescue Begirt ,4u2ust I" End Jule 31 S` DaLcs shorn rcpnscnt 5 n.a:: id: its=liu. pl:uain: and I,arocsiin_ a:: v,rr a_rgi; tit: start and !'role VL:JT to vz;ar. ,.-ta-d vnluc: shall aiic ;pe_ilic Z:anditiuni ::nd In nz, cr..,_ :1110":, apPH,=a or n,nre ti•.an �itltrr 10 dcr, c 11riOr la placuin i,rentan_ burr-arr. or't•_ss :i1•sn dtt nrfnrr Isar: c,i. 5er Gcncrai f:-nit 'or 1nod crop.. P.inuntain5 -limit 1< anplic:aiol: dursn! .fpn. anL Jtt1a ! iicL nitmea; in ricccmn ;and Jnnunr:- 'i_ morn oas:::l Plain - hmi! N a;tpli=linrt dtsrinj, June and JuE.; 1 nr ni!rna-n it iur and Jj,!t dttrin_ ;cvcre v,,inwrs. Sheet2 TABLE 2 -Travelling Irrigation Gun Settings Make, Model and TyI,P of Equipment: 3" Travellers ,AV257-s r e, Durn., Travel Application TRAVEL LANE Wetted Nozzle Operating Operating Soeed Rate Effective Effective Diameter Diameter Pressure Pressure ,arc, ca..0 Me, 1t1rrnin1 /in/hr 1 Wirithfft 1 I Pnnth(H) lfaatl (lnr:hes] nt C3iinfnsi) al rePlfrvsil Paltern Comments - Acres ner mill /ag}11 3.95 0.56 160 675 300 1.18 50 95 220 3.13 ►09)12 3.29 0.41 200 721 300 1.18 50 95 330 4.21 P23C )13 3.29 0.41 200 755 300 1.18 50 95 330 4.37 /P 3S)14 329 0.41 200 815 300 1.18 50 95 330 4.64 3.95 0,55 -#55- 815 300 1.18 50 95 22C 4�' j 3 iv 7 7 3.29 0.41. 217 go ) �- 300 1.18 50 95 330 .3 NI 18 3.95 0.56 17/ 295 ,2 300 1.18 50 95 220 .2, $9 P/a 4 19 3.29 0.41 217 30& 300 1,18 50 95 330 6 20 3.29 0.41 205 627 300 1.18 50 95 330� 1 o j 21 3.95 0.56 120 465 300 1 A B 50 95 220 1.94 P112 }22 3.95 0.56 170 495 300 1.18 50 95 220 2.83 P11323 3.29 0.41 230 322 300 1.18 50 95 330 2.60 r14. 24 3.29 0.41 232 382 300 1.18 50 95 330 2.69 Plo 1.)25 6.58 0.68 3 4-1-j' f(aa 300 1,18 so 95 kme- $93' a 96 P/oz.26 3.29 0.41 227 460 300 1.i8 50 95 330 3.2.6 P1.3) 27 329 0.41 227 587 300 1.18 50 95 330 3,92 Q]3z)28 3.95 0,56 170 225 300 1.18 50 95 220 1.42 .Pz39 29 3.29 0.41 217 495 300 1.18 50 95 3:10 3.30 :oAjE-e d /U f , r PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): Lagoon #1 2. Current liquid volume in 25 yr,/24 hr. storm storage & structural freeboard a. current liquid level according to marker 10.0 Inches b. designed 25 yr.124 hr. storm & structural freeboard 19.D Inches c. line b - line a (inches In red zone) = 9.0 Inches d. top of dike surface area according to design (area at below structural freeboard elevation) 91000 ft2 e. line c/12 x line d x 7.48 gallons/ft3 510510 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 118973 ft3 h. current herd # 3 5-5-01 certified herd # L 3675 actual waste produced = current'116M # x line g = certified herd # 1. volume of wash water according to structural design J. excess rainfall over evaporation according to design k. (lines h + i + j) x 7.48 x 30 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 8115/18 m. ((lines e + ky1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/21 /00 114926 ft3 0 ft3 53083 ft3 209452 gallons 1.34 Ibs/1000 gal. 964.7 lbs. PAN and recalculate the overall VAN balance. Itanimelwaste tsto be nauieo to anotnerpermittedtacuity, provide ration regarding the herd population and lagoon freeboard levels at the receiving facility. Irrigation onto existing spray fields will continue as weather and field conditions permit. PoA (30 Day) 2/21100 Is It. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: Lagoon#1 2. Structure ID: _ Lagoon 42 3. Structure ID: 4. Structure ID: 5. Structure ID: 6. Structure ID: line m = 964.7 lb PAN line m = 425.1 lb PAN line m = lb PAN line m = lb PAN line m = -lb PAN line m = lb PAN n. lines 1 + 2 + 3 + 4 + 5 + 6 = 1389.8 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PFRlnn L nn Nn'r LIQT-P r-LnS Tn WNICN PAN CANNAT RICAPPIAr-n n"RINn THIS an nAV RFRInn_ o. tract # p. field # q. crop r, acres e.remdNnglRR-2 PAN balance (lb/acre) t.TCTALPAN BALANCE FOR FIELD (Ib&) column r x a u.applWon window' 1 101 Bermuda 2.96 153,52 454.4 311-9130 11 104 Bermuda 3.64 151,77. 552.4 311-9130 1 105 Bermuda 1.94 195.06 378.4 311-9130 1 106 Bermuda 3.40 151.77 516.0 3/1-9/30 1 107 Bermuda 4.53 130.12 589.4. 3/1-9130 1 111 Bermuda 2.88 130.12 374.7 3/1-9130 1 112 Bermuda 2.83 130.12 368.2 3/1-9130 1 113 Bermuda 2.60 151.77 394.6 311-9130 1 114 Bermuda 2.69 151.77 408.3 3/1-9130 2 232 Bermuda 1.42 197.96 281.1 3/1-9130 2 233 Bermuda 3.30 197.96 663.3 3/1-9130 `State current crop ending application date or next crop application beginning date for available receiving crops during 30 day draw down period. v. Total PAN available for all fields (aura of column _ 4971.0 1b. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) - 13�Ib. PAN x. Crop% remaining PAN balance (line v from section III) a 49��1b. PAN y. Overall PAN balance (w - x) o - 581 Ib. PAN Line ymust show as a deficit. If lina y does not show as deficit, list course of action here including pump and haul, depopulation, hand reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new Information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance . 1.1. .. ... .... .., .•. \,.. .r.MnA\I.. .I...... \f.........a.1....4'."....1:.,,,.,....,1.'...�.�..}\a.'.1f�-S.}... .. .....1 ... PoA (30 Day) 2121100 PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Nu ber; 82-122 County: Sampson Facility Na I e: Ernest Odum 1 & 2 Certified Operator Name: Ernest Odum Operator Number: 16763 1. Current iquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest poin on the top of the dam for lagoons without spillways; and from the current liquid level in the lago n to the bottom of the spillway for lagoons with spillways. Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: 1 2 Spillway(Y or N), N N Level(inch s): 10 12 2. Check a;ll applicable items iquid level is within the designed structural freeboard elevations of one or more structures. ive and 30 day Plans of Action are attached. Hydraulic and agronomic balances are rIthin acceptable ranges. Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action Is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste to be pumped and hauled is reflected In section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered in the facility's CAWMP. Operation will be partially or fully depopulated. *Attach a complete schedule with corresponding animal units and dates for depopulation *if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliestjpossible date to begin land application of waste: 9/22/18 I hereby certify that I have reviewed the Information listed above and Included within the attached Plan of Action, and to the best of my knowledge and ability, the Information Is accurate and correct. A5� 118-1 Yn n a Xu tn Phone FacilltV OwnerlManager (print) Fa Owner/Manager (signature) Date: ...ZL9_C;2j(1j lu"� i,L(Wtipfe wurk.sheets MOM be welled) HARD H05E TI IRRIGATION Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET 1. Farm number (identification) 8 L - / 2-2_ Field number (identification) Zia 2. Irrigation system designation _Existing irrigation system �ew/expanded irrigarion system 3. Number of travel lanes # Interior lanes --/— # Exterior lanes j;L(o O feet] Length of pull(L 1) # Interior lanes # Exterior lanes [feet] Length of puil(L2� # Interior lanes # Exterior lanes (feet] Length of pull(i..3 4. Netted diameter ,far? [feet] from Field Data Worksheet 5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter] 6. Hydrant layout _ Multiple hydrants Sidrant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L-) _ Interior or OoExterior (lane/hydrant) (a) Acres start end of pull from Table/V %S't Column (b) Acres middle portion of pull (M) (Pull length (feet] X Wetted widthoZ-;� (feet]] / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (1.1) (Sum: a + b + c) Travel lane length (L, — Interior or __Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (U) (Pull length [feet] X Wetted width [feet]} / 4 3, 5 (c) Acres stop end of pull from Table Column _,!, Total acres for travel lane length (12) (Sum: a + b + c) Travel lane length (L, — Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (U) JPull length [feet] X Wetted width [feet]} / 43,5 (c) Acres stop end of pull from Table Column — Total acres for travel lane length (13) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the Field. Add all of these, and this is the total irrigated acreage for the field. (a) acres per travel lane length (L1) .`C # Lanes = Acres (bl .acres per travel lane length U) X # Lanes = Acres M .acres per travel lane length IL3i .`,, # Lanes - ,-Acres I Tuta1 CA�yNIP we-tlable acres for field (Suin: 8a + 8b + 8-0 Wettable .-Acre Computational Worksheet Completed by. � Date: 2 2 S Si',nMLft l+f t�ch11icaI edaIiit 15 +le,/D �,�Jnitrple worksheets nsoy be neededl Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET HARD HOSE TRAVELER IRRIGATION SYSTEM I. Farm number (identification) $L - !zZ Field number (ident' 'cation) /v 2. Irrigation system designation— Existing irrigation system � New expanded irrigation system 3. Number of travel lanes # Interior lanes # Exterior lanes (0 37 Feet] Length of puLi(Ll) # Interior lanes # Exterior lanes (feet] Length of pull(L2) # Interior lanes # Exterior lanes [Feet] Length of pull(L3) 4. Wetted diameter Sao (feet] from Field Data Worlsheet 5. Spacing Zojo Hydrant spacing (Feet] 44 . [as a percentage of wetted diameter] 6. Hydrant layout Multiple hydrants Single hydrant � Excessively spaced hydrants 7. Read the irrigated area per travel pull For the given wetted diameter from the appropriate table and column based on pattem, spacing, and travel lane location. Travel lane length (L—) Interior orb Exterior (Zane/hydrant) ,47 (a) Acres start end of pull from Table A/EGj Column 1_ 9,17 (b) Acres middle portion of pull (Ll) [Pull length&�j [feet] X Wetted width a2l7 [feet]) / 43,560 (c) Acres stop end of pull from Table Column 3• Gy3 Total acres for travel lane length (L1) (Sum: a + b + c) f Travel lane length (I-) Interior or Exterior Oane/hydrant) (a) Acres start end of pull from Table (b) Acres middle portion of pull (L2) [Pull length [feet] X Wetted width (c) Acres stop end of pull from Table Total acres for travel lane length (1.2) (Sum: a + b + c) Travel lane length (I-) — Interior or Exterior (lane hydrant) (a) Acres start end of pull from Table (b) Acres middle portion of pull (1-3) {Pull length (feet] X Wetted width (c) Acres stop end of pull from Table _ Total acres for travel lane length (1.3) (Sum: a + b + c) Column _ [feet]} / 43,560 Column Column (feet]} / 43,560 Column S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the Field. (a) Acres per travel lane length (LL) X (b) Acres per travel lane length (1-2) X (cl Acres per travel lane length (L31 X # Lanes — Acres # Lanes — Acres # Lanes = Acres j. 6, V Total CA1VMP �vetlable acres for field (Sum: $a + 8b + Sc) Wettable ,acre Computational Worksheet Completed � Date. .�� � 2 o / D Signature of technical s wHit 15 (Wi dtipfe wurk.Meets Pnoy br p+eeded) Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET HARD HOSE TRAVELER IRRIGATION SYSTEM 1. Farm number (identification) _8 z w /Z L- Field number (identification) /U 2. Irrigation system designation Existing irrigation system ✓Nervlexpanded irrigation system 3. Number of travel lanes �_ # Interior lanes # Exterior lanes 6!� 7 feet] Length of pull(L1) # Interior lanes # Exterior lanes [feet] Length of pull(L2) # Interior lanes # Exterior lanes [feet] Length of pull(L3) 4. Wetted diameter �jva [feet] from Field Data Worksheet 5. Spacing o2o d Hydrant spacing [feet] 46 [as a percentage of wetted diameter] 6. Hydrant layout ✓Multiple hydrants ____ Single hydrant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L,bz7 Interior or Exterior (lane/hydrant) �r (a) Acres start end of pull from Table.�6-Column Acres middle portion of pull (U) [full length? [feet] X Wetted width,?o,r[feet][ / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (U) (Snm: a + b + c) Travel lane length (L, Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L2) [Pull length [feet] X Wetted width [feet]) / 43,560 (c) Acres stop end of pull from Table — Column Total acres for travel lane length (1.2) (Sum: a + b + c) Travel lane length (L_) ^, Interior or , Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L3) [Pull length [feetj X Wetted width [feet]} / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (13) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the field. (a) ,acres per travel lane length (L I) X # Lanes = Acres (b) Acres per travel lane length (1-2) X # Lanes = Acres (c) Acres per travel lane length (L3) X # Lanes = Acres Total CAIVL tivettable acres for field (Sum; 8a + Sb + 8c) Wettable Acre Computational Worksheet Completed by. Date:.2 _.2 a -� o 5i;natur_ nt technical -ialkt rs (Nhdripie worksheets rrnry be needed) Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET HARD HOSE TRAVELER IRRIGATION SYSTEM L. Farm number (identification) 92 -1zz Field number (identification) /o 2. Irrigation system designation _ Existing irrigation system �ivewlexpanded irrigation system 3. Number of travel lanes # Interior lanes _� # Exterior lanes Bi : feet] Length of pull(L1) # Interior lanes # Exterior lanes (feet] Length of pull(L2) # Interior lanes # Exterior lanes [Feet] Length of pull(L3) 4. Wetted diameter oo [feet] from Field Data Worksheet 5. Spacing o o Hydrant spacing [feet] _ (, & [as a percentage of wetted diameter] 6. Hydrant layout ✓ivfultiple hydrants , Single hydrant _ Excessively spaced hydrants 7. Read the irrigated area per travel pull For the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L-) — interior or 8 r� Exterior (lane/hydrant) 4 7 (a) Acres start end of pull from Table 3 v 6 (b) Acres middle portion of pull (Ll) (Pull length8[[feet] X Wetted width? [feet] 1 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (11) (Sum: a + b + c) Travel lane length (Z, " Interior or ,Exterior (lane/hydrant) (a) Acres start end of pull from Table (b) Acres middle portion of pull (L2) (Pull length [feet] X Wetted width (c) Acres stop end of pull from Table — Total acres for travel lane length (12) (Sum: a + b + c) Travel lane length (Z, — Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table (b) Acres middle portion of pull (L3) {Pull length [feet] X Wetted width (c) Acres stop end of pull from Table Total acres for travel lane length (13) (Sum: a + b + c) Column . [feet]} / 43,560 Column Column [feet]) / 43,560 Column S. Llultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the Field. (a) Acres per travel lane length (LI) X # Lanes = Acres (bi Acres per travel lane length (L2) X # Lanes = Acres fc) Acres per travel lane length IL1 X # Lanes - Acres r3 Total CAW fP sve-trtable acres for field (Sum: 8a + 8b + 8c) Wettable Acre Computational Worksheet Completed b Dater —02o /v Si�natur of tec)wica �ecirliit 15 (,Wuttiple wurk.sheets niLIy be needed) Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET HARD HOSE TRAVELER IRRIGATION SYSTEM Farm number ('identification) 492 — 1.2,.2= - Field number (identification) '` /ZI 2. Irrigation system designation — Existing irrigation system _�tve�v/expanded irrigation system 3. Number of travel lanes # Interior lanes # Exterior lanes 53a feet] Length of pull(L1) # Interior lanes # Exterior lanes [feet] Length of pull(L2) # Interior lanes # Exterior lanes [feet] Length of pull(L3) 4. Wetted diameter -_OD (Feet] from Field Data Worksheet 5. Spacing aoa Hydrant spacing [Feet] 66 [as a percentage of wetted diameter] 6. Hydrant layout Multiple hydrants Single hydrant _ Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattern, spacing, and travel lane location. Travel lane length (L, Interior oroji/0 Exterior�ane/hydrant) (a) Acres start end of pull from Table /(/5-/o Column i3 g /. y}�(b) Acres middle portion of pull (Ll) u11 •'"� q m RPull length. (feet] X Wetted widtha/7 (feet]♦ / 43,560 $ .Z 11 z' (c) Acres stop end of pull from Table Colun .87 J Total acres for travel Lane length (11) (Sum: a + b + c) Travel lane length (L, _.. Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table (b) Acres middle portion of pull (L2) {Pull length (feet] X Wetted width (c) Acres stop end of pull from Table T Total acres for travel Lane length (L2) (Sum: a + b + c) Travel lane length (L, _ Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table _ (b) Acres middle portion of pull (L3) (Pull length_ (feet] X Wetted width (c) Acres stop end of pull from Table Total acres for travel lane length (1.3) (Sam: a + b + c) Column . [feetli / 43,560 Column Column (feet]♦ / 43,560 Column _. 8, klultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each cateoory in the field. Add all of these, and this is the total irrigated acreage For the field. (a) ,acres per travel lane len, h IL I i X # Lanes = Acres (b) Acres per travei lane length (1.2) X # Lanes = acres M .acres per travel lane length (L3i X # Lanes = Acres Total CAW,1 fP wettable acres for field (Sum:/: 8a + 8b + 8.0 Wettable ,acre Computational Worksheet Completed by�� Date: E - �0 . "20/0 S�gnatwt! 4 techn«al eci'lhit 15 jx(filtirle warksAeets inav be needeol) HARD HOSE TRAVELER IRRIGATION SYSTEM Hard Hose Traveling Gun System COMPUTATIONAL WORKSHEET L. Farm number (identification) Z " Z Z Field number (identification) Z.Z.TLl Z. Irrigation system designation ` Existing irrigation system L— Newlexpanded irrigation system 3. Number of travel lanes # Interior lanes �� # Exterior lanes ' ; teetj Length of puil(L1) # Interior lanes # Exterior lanes [feet] Length of pull(L2) # Interior lanes # Exterior lanes [feet] Length of pull(L3) 4. Wetted diameter oo [feet] from Field Data Worksheet S. Spacing vo Hydrant spacing [feet] G ` _ [as a percentage of wetted diameter] 6. Hydrant layout ✓Multiple hydrants — Single hydrant Excessively spaced hydrants 7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column based on pattem, spacing, and travel lane location. Travel lane length (L, Interior or 81 Exterior Oanelhydrant) it 7 (a) Acres start end of pull from Table F `f—Column 43 (b) Acres middle portion of pull (Ll) 1Pu11 length a >> [ efof et] X Wetted widthcj-?Z 7 [feet] I / 43,560 (c) Acres stop end of pull from Table Column 51 -)� 5 Total acres for travel lane length (Lll) (Sum: a + b + c) Travel lane length (L, _.,.` Interior or Exterior Cane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (L2) (Pull length [feet] X Wetted width [feet]1 1 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (L2) (Sum: a + b + c) Travel lane length (Lj ,_ Interior or Exterior (lane/hydrant) (a) Acres start end of pull from Table Column (b) Acres middle portion of pull (1-3) (Pull length [feet] X Wetted width [feet]♦ / 43,560 (c) Acres stop end of pull from Table Column Total acres for travel lane length (I3) (Sum: a + b + c) 8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the field. Add all of these, and this is the total irrigated acreage for the Field. (a) ,acres per travel lane length (L1) X # Lanes = Acres (b) Acres per travel lane length (1.2) X # Lanes = Acres (cl ,acres per travel lane length (1-3) X # Lanes = Acres Total C WN-0 wettable acres for field (Sum: 8a + 8b + 8-c) Wettable Acre Computational Worksheet Completed by: (ZL— &�—Date: Si;natL1% for ttC110iCa1 tiPeC slit 105 Required Specifications For Anima! Waste Manazement i. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either 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 Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall 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 by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 513247 Database Version 3.1 Date Printed: 9/25/2005 Specification Pave 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be 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. 513247 Database Version 3.1 Date Printed: 9/25/2005 Specification Page 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided 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. 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. 513247 Database Version 3.1 Date printed: 9/25/2005 Specification Pace 3 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. 513247 Database Version 3.1 Date Printed: 9/25/2005 Specification Paee 4 OPEitATION & MAIN-i ENANCE PLAN groper lagoon liquid management should he a year-round priority. It is espec;a!ly Important to manage levels so th-t you do not have problems during eXtenued rainy ar;d v. et oerio d>. M-ximurn storage capacity sho: !Cl be available in the lagoon for periods when the receiving crop is dormant.{such as v,-iniert+me for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the surnmer`ime. This -means t1;2t at the first signs of plant gro,eh in the later winter/early spring, irrigation according to a farm waste rnanagement plan should be done whene-ver the land is dry enough to receive lagoon Nouid. This will make storage ;pace available in the lagoon for future wet periods. In the late summer/early tali the lagoon shou!d be pumped down to the !ow marker (see Figure 2-1) to ahow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will a€low it. `,Vzitlr:g until the lagoon has reached Its miaxirnum storap capaciM. before st2 , n2 t0 irrlgaie doe, not leave room for storing excess wan?r during @;tended wet periods. OVa.^.IJW frOT the lagoon for any reason ?XCer7i 2 77-rear, 24.-hour storm i5 a vio'`atilcn Of state law and subject to penalty action. Tire routine ,-maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of ;ertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-110-10, or equivalent. Brush and trees on the embankment must be controlled. This may be n doe by mowing, spraying, grating, chopping, or a combination of these practices. This should be done at least once a year and possibly twine in years t;;t weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraving, the herbicide must not be allowed to enter the lagoon water. Such chemicals Could harm the bacteria in the lagoon that are treating the waste Maintenance inspections of the entire lagoon should be made during the Initial filling of the lagoon and at least monthly and after major rainfall and storrn events. Items to be checked should include, as a minimum, the following: `Haste Inlet Pipes, Recycling Pipes, and Overflow Pines --•-look for: 1 . separation of joints 2. cracks or breaf:S 3. accumulation of salts or minera:s .0, overali CondltiOn of pl:les Lagoon surface --loot: fos: 1 , undesirable vegetative gro%N,th 2. floating or lodged debris Embankment --look for, 1 . settlement, cracking, or "jug" holes ?. side slope stability --slumps or bulges 3. r vet or damp area; on the back slope •4. erosion due to lack of vegetation or as a res.Jt of waveaction 5. rodent damage Larger lagoons may be subject to liner damage due to wave a, --:ion � caused by strong ,Mnos. These waves can erode the lagoon sidewalls, thereby weakening tine lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action, lr v.,ave action causes serious damage to a lagoon sidewall, baffles in t!;e 'agoon may be used to reduce the wave irzpacts. Any of these features could lead to erosion and weakening .-r the Jam. Ir your lagoon has any of these features, you should call an appropriate expert famii ar with design and co struction of waste lagoons. You may need to proviue a temporary iix if there i5 a threat of a waste discharge. However, a permanent solution should be reviewed by the tec! nical expert. Any digging into a lagoon dam with heavy equiprn?nt is a serious undertaking with potentially serious consequences and should no; oe conducted unless recommended by an appropriate technical expert. Transfer Pumps --check for proper operation of. recycling pumps Z. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or -a large amount of vibration,- may indicate than the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not comple!ely "surprised" by equipment failure. You should perform your pumping system maintenance at a time wizen your lagoon is at its low level. This will allow some safety :irne should major repairs be required. Having a nearly ful' lagoon is not the t;me to think about switching, repairing , or bcrrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider mainta;ni.ng an inventory of spare par 5 or pumps, Surface water diversion features are designed to cam old surface drainage waters (such as rainfall runoff, roof drainage. gutter outlets, and parking lot runoff) away from your lagoon and c:her waste treatment or storage structures. Ti,e only wa*er that should be co. -ring tram your lagoon is that which comes from your flushing (was,hing) system pipes and the rainra'I that hits the lagoon directly. `.''ou si could inspect your d;version system for he follc.wing: i . adequate vegetatio7 2. division capacity ' ridge berm he'ght identified {problems should be corrected promptly. It is a�visable to i^spect your 5y5tem during or immediately following a heaN y rain. if technical assistance_ is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to v:hen rain is predicted, and then record the level again 4 to 6 hours ar<er the rain (assures there is no pumping). This will give you an idea of how much your lagoon level v.,ill rise with a certain rainfali amount (you must also be record�ng your rainfall for this to work). Knowing t;nis should help in planning irrigation applications and storage. If your lagoon rises excessively, you may . have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounuin,- land. Lagoon Operation Startup:' 1. lmrnediate:y after construction establish a complete ;od cover on bare soil sur,aces to avoid erosion. ?, Fill ,new lagoon design trea:+_:en,z volume at least hall full of water before waste loading begins, taking'care not to erode lining Or bank slopes. .3. Drainpipes into the lagoon should have a Flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. when possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent or the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. it the pH falls below 7.0, add agricultural lire at the rate of i pound per 7 J00 cubic feet of lagoon liquid volume until the pH rises above 7.0. Owimum lagoon liquid pH is between 7.5 and 5.0. 7. A dark color, lack of bubblins: arc excessive odor sipais inadequate biological activity. Consu?tation with a technical specia'ist is recommenced if these conditions occur for prolonged periods, especially during the warm 5ea50n. Loading: The more frequently and re;ulariy t^at wastewa`er is added to a lagornn the better !lMe lagoon wi;l funs son. Flush syste,m5 t`tat wash waste into the lagoon severs! tirn-?s daily are opirnum for treatment. Pit recharge sysiamS. Jr. which one or more buildings are drained and recnar—d eac'n day, also wo-k well. Man,age-meht: Practice water ,.onservation--minimize building w2(er.usagp and spillage from !ea€:i,-g watere, 'broken pipes and washdow,n through proper rna,ntenar,Ce ar,d waver conservation. kiimize teed "'astage arJ spi,'Iage by keeping feeders auju5te*d. This vti iil red, e the amour -it of sol:ids enierinv the lagoon nidr^;?Irl lagoon liquid level between the per-marent storage level and the full tempo, ary 5iOrage level. Place visible rinarkers or stakes on 'the lagoon bank to ;how the minimum liquid level and the.maximurn iiouid rover (Figure ?-;). Slant irrigating at the earlie5t possible date in the spring based on nutrient requirements and soil moisture so that temporary storage WIH ba rnaxim!zE-d for the summer thunderstorm season, Similarly, irrigate in the late Summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid levei'shou'd never be closer than I foot to the lowest point of the dam or enIL-IL Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid Surface and as Tar away from the drainpipe inlets a5 possible, Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign rnaitenals into the lagoon. 1 crequently remove soli -Is, from catch basins at end of conrine,nlent houses or wherever they are installed. +v;airetain stria: vegetaticn, rodent, and varmint control near lagoon edges. Do not a!iow trees or ,arge bus'. -,es to or, lagoon barn or embankment. Remove sludge from the lagoon either when the Sludge storage capacity is .Uil or before it fil!5 50 percent of the permanent :`!craae volume. !f animal production is to be terminated, the ow.-,er is responsible For obtaining and implementing a closure p.an to e!ir;,ir:ate the possibility of a Pollutant dischar-e. Sludge Removal: Rate Of lagoon ;fudge bar:ic#up can he recuced by: Passible Causes of I agoon Failclre Lagoon result in t.1e unpir7ei do c.hzge '[-le :�f•.1r '-, Yj'^A. i' i2ifuresC I:^.." ?I. 1Gy lr gn S•• igh the F'Oiiool or CA; ' 1 � •7^ �` � �, r ,�:.: ~- �ci r. A-s_ :,mr'g proper design and ,.:,wu4 r^r. .4 'nn E{"5�r1 ":r;; bre Safety. vviCR rrAy is =t� _-, •!�.; '}n : ?:i f?: I"��:, '�' 11''1N ..Mn Jt the Jag= S01=070"-2r in the 62m 1ti'!:f' ow; pmoer de gn and an expo ; in Aston design J)efare placing all, p1--tier in Upon !Quid IF.., ek-Ag,h Nvels are a Ne rrsk. Cvess surface viam; AN, I. o the 12jo n. Liner Parn iniez pipe sr-,Ar y, A M22A Curk d gc- removal, or'ruptsfE 'corn iov.,eri *'ag:on liquid MIDI 60", greun,d•,` ate- tadie. NC T E: li lagoon water is allowed to overtop the dam, the rncving w 2te!, will soDn cause gyflies to form in the dam. Once Ws damage son, 4 can qukkly .cause a large discharg-3 of wast2water and possible dam jaiiure. 34° 56 4T' 34' 56 1U' Soil Map —Sampson County, North Carolina (ERNEST O©UM FARM) `{ Map Scab 1:8.190 rf,printed on A size (8.5' x 11') sheet. i7 N Meters ry 0 100 200 400 600° Feet 0 450 900 1,600 2,700 USDA Natural Resoumm Conservation Service Web Soil Survey National Cooperative Soil Survey 2/16/2010 Page 1 of 3 34' W 46' 34° 5£ 8' T (Ernest Odum Scale: 1: =400' Total Field = 3.28 Ac. Wall ,./100' alllrl Cara nr of Houme _ — r/700` a111ek 1 ' a 104 SIM Total Field = 17,74 Ac. .� rc 0 d f„ arnar of Haufe r/200' ellwat .v h F LI WU W/100` 0112e1 Odum 1 0,, l.-4 dap' octal A. Total Field = 15.30 Ac. Total Field = 18.60 Ac r.,t,�• z5 e . 3, 0 A 1 (,„.+r "A r v L e i Ica 5 c a hfClso., 1'So Gw�. C—v bull 5 Total Field = 11.0 -` `� L)U 1.�t Y'1 e let � '� C C -4 �,11 e i l_>�su1ct 1�ld 3/0 4 Total Field = 27.39 Ac. f r? r rah � � I f � total Field = 15.16 Ac. 3 ti Total Field = 8.11 Ac. ' r r l Odum 2 `oj J CD 17 1( Totol Field = 12.95 Ac. 1 RECEIVED Jo1120 I ON-FAYEfiE UEREG1ON LOMCE PLAN 0,F ACTION (PO.;k) FOP, L . GOON SLUDGE REDUC E f01`1 Facility Number: = r"=/-Z. _ County19 Facility Name: 6d Ulri Certified Operator Name: av ' • Operator R:_ Note: A cartifiec' Sludge Nlanage-menti Plan may te submit:ee-1 in lieu of finis POr.. I Laccon 1 Lacocn 2 1 Laccon 3 Laccon 4 La ocn 5 l Lacocn o a. Lagoon Namel Identifier D�u a vu147 TCP� 11� j b. Total Sludge Depth (ft)� 4 c. Sludge Depth to 5e j Removed for Compliance fit) d. Sludge Volume to be Removed (gallons) e. Sludge PAN } (lbs11000 gal) f. Liquid PAN I j (lbsr 1000 gal) i g. PAN of Sludge (lbs) { �� 1 (d x e )! 1000 Compliance Timeframes: Sic',2 vv y -5 r. — a Li NARRATIVE: Use this section to describe the methodis) tha' wil! be used to lower the sludge depth. I` microbe use is planned, specify the product to be used. I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. � SPA) Phone.' Facility Owner/Manager (print) M Date: Facility OWner1M ger (signature) Permit Number AWGIMM 19 All facilities, which are issued a COC to operate under this General Pen -nit.. shall conduct a survey of the sludge accumulation in all lagoons every year, The survey report should be written on forms provided or approved by the Division and shall include a sketch showing'" the depth of sludge in the various locations within each lalpon. This survey frequency may be reduced if it can be demonstrated to the satisfaction of the Division that the rate Of sludge accumulation does not warrant an annual survey. If the sludge accumulation is such that the structure does not satisfy the criteria set by MRCS NC Conservation Practice Standard No. 359, a sludge removal or management plan must be submitted to the appropriate Division Regional Office within ninety (90) days of the determination. The plan shall describe removal and waste 'utilization procedures to be used. Compliance regarding sludge levels must be achieved within two (2) years of the determination. 20. If required by 1 5A NCAC 02T Section .1300, the Division may notify the permittee to conduct compliance water quality monitoring on surface and/or groundwater during the period of this General Permit. This monitoring will not be required until such time as the Division notifies the permittee. A monitoring plan shall be established within the time specified by the above referenced rules. All monitoring must be performed using standard sampling protocol, tested at a laboratory approved by the Division, and results must be submitted to the Division. IV. INSPECTIONS AND ENTRY The Permittee shall allow any authorized representative of the Department, upon the presentation of credentials and other documents as may be required by law and in accordance with reasonable and appropriate biosecurity measures, to: a. Enter the Permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this General Permit; Have access to and copy, at reasonable times, any records that must be kept under the conditions of this General Permit; Inspect, at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this General Permit; and, Sample or monitor, at reasonable times, for the purpose of assuring permit compliance, any substances or parameters at any location. V. GENERAL CONDITIONS The issuance of a COC to operate under this General Permit shall not relieve the Permittee of the responsibility for compliance with all applicable surface water, wetlands, groundwater and air quality standards or for damages to surface waters: wetlands or ground\vaters resulting from the animal operation. The maximum waste level in lagoons. storage ponds shall not exceed that specified in the facility's CAWW'MP. Jt a minimum, maximum waste level for [at oonsistorage ponds must not exceed the level that provides adequate storage to contain the 23-year, 34-hour storm event plus an additional one ( l ) foot of' structural freehoard except that there shall be no violation of this condition & (a) there is a storm event more severe than a 25-year, 24-hour event. (b) the Permittee is in compliance with its C.-1V MP, and (c) there is at least one (I ) trot of structural t'reebnard, f- 4 Appendix 1. Lagoon Sludge Survey Form, Revised August 2008 A. Farm Permit or DWQ Identification Number ODIUM 1 B. Lagoon Identification 82-122 #1 C. Person(s) Taking Measurements Dan Bailey D. Date of Measurement 12/19/09 E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer. Depth sonar b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. PVC Pipe c. Thickness of the sludge layer if making a direct measurement with "core sampler". F. Lagoon Surface Area (using dimensions at inside top of bank): 2.203 (acres) (Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have been built different than designed, so measurements should be made.) G. Estimate number of sampling points: a. Less than 1.33 acres: Use 8 points b. If more than 1.33 ac. acres x 6 = 2162 , with maximum of 24. (Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each can be easily matched.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the pump intake, take measurements of distance from liquid surface to top of sludge layer and record It on the Data Sheet past row); this must be at least 2.5 ft. when irrigating. 1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gauge pole): 0.3 J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6 (use lagoon management plan or other lagoon records) K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0 (use lagoon management plan or other lagoon records) L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.7 (Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level) M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points) 9.9 N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 4.9 O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.9 P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.3 Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O is equal to or less than Item P, you do not have to determine volumes. Completed by: Dan Bailey cl/- — Date: 12/19/09 Print Name /Signature Appendix 2. Sludge Survey Data Sheet` . Revised August 2008 Lagoon Identification ODUM 1 Completed by: Dan Bailey Print Dame Signature Date: 12/19/09 (A) (B) (C) (C)-(B) Grid Point Distance from liquid surface Distance from liquid surface Thickness of sludge layer No. to too of slud a to lagoon bottom soil Ft. & in. Ft. tenths Ft. & in. Ft. tenths Ft. & in. Ft. tenths 1 0.0 0.0 0.0 2 0.0 0.0 0.0 3 0.0 0.0 0.0 4 0.0 0.0 0.0 5 0.0 0.0 0.0 6 0.0 0.0 0.0 7 0.0 0.0 0.0 8 0.0 0.0 0.0 9 0.0 0.0 0.0 10 (% 0.0 0.0 0.0 11'` 0.0 0.0 0.0 12 jv 0.0 0.0 0.0 13 ��;� I i� -All s 0.0 0.0 0.0 14 �,r� 0.0 0.0 0.0 15 P 0.0 0.0 0.0 16 0.0 0.0 0.0 17 0.0 0.0 0.0 18 0.0 0.0 0.0 19 0.0 0.0 0.0 20 0.0 0.0 0.0 21 0.0 0.0 0.0 22 0.0 0.0 0.0 23 0.0 0.0 0.0 24 0.0 0.0 0.0 Number of pDints with readings X X X X Average of X X 4.934 X X 9.881 X X 4.938 Dints At pump 5.1 X X X X X X intake *All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this Sludge Survey Data Sheet. Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008 The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume, see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used. Example Your Lagoon 1. Average sludge Layer Thickness (T) 2.5 ft. 4.9 2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 11.8 3. Slope = Horizontal/ vertical side slope (S) 3 3.0 4. Length at the top of inside bank (L) 457 ft. 480.0 5. Width at top inside slope (W) 229 ft. 200.0 6. Length at midpoint of sludge layer L,„ = L-2S(D-(T/2)) 398.5 ft. 424.0 7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2)) 170.5 ft. 144.0 8. Volume of sludge (Vs) Vs=LmWrr, T 169,860 ft' 301,584 9. Volume in gallons: VsQ=V`7.5 gal./ft'. 1,273,950 gal. 2,261,882 10. Thickness of existing liquid tmt. zone (Y) 3.5 ft 3.3 11. Thickness of total treatment zone (Z) Z= T+Y 6 ft 8.2 12. Length at midpoint of total tmt. zone L,, L-2(S)(D-(Z/2) 409 ft. 433.8 13. Width at midpoint of total tmt, Zone W= W-2(S)(D-(Z/2) 181 ft. 153.8 14. Volume of total treatment zone (Vz) Vz = L=W=Z 444,174 ft' 547,584 15. Ratio ( R ) of sludge layer volume to total Treatment Volume R = VsNz 0.38 0.55 If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information on filing the Plan of Action. Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio. Then, R = (Vs-DSSV) / (Vz - DSSV) Example: If DSSV = 85,000 ft', then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24. 16. Design sludge storage volume (DSSV) 85,000 17. Ratio (R) of sludge layer volume to treatment volume adjusted for designed sludge storage volume 0.24 0.55 S ly n tll 4 � S r � au qm � Q tttt 0 Appendix 1. Lagoon Sludge Survey Form. Revised August 2008 A. Farm Permit or DWQ identification Number ODUM 2 B. Lagoon Identification Primary (Small Lagoon) 82-122 C. Person(s) Taking Measurements Dan Bailey D. Date of Measurement 12/19/09 E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer. Depth sonar b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. PVC Pipe c. Thickness of the sludge layer if making a direct measurement with "core sampler". F. Lagoon Surface Area (using dimensions at inside top of bank): 0.344 (acres) (Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have been built different than designed, so measurements should be made.) G. Estimate number of sampling points: a. Less than 1.33 acres: Use 8 points b. If more than 1.33 ac. acres x 6 = 302 , with maximum of 24. (Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each can be easily matched.) H. Conduct sludge surrey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the pump intake, take measurements of distance from liquid surface to top of sludge layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating. I: At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gauge pole): 0.4 J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6 (use lagoon management plan or other lagoon records) K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 0.0 (use lagoon management plan or other lagoon records) L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level -0.4 (Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level) M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points) T5 N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 2.3 O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 5.1 P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 2.8 Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O Is equal to or less than Item P, you do not have to determine volumes. Completed by: Dan Bailey Date: 12/19/09 Print Name /Signature Appendix 2. Sludge Survey Data Sheet` . Revised August 2008 Lagoon Identification ODUM 2 (SMALL PRIMARY) Completed by: Dan Bailey .0 Print Name Signature Date: 12/19/09 (A) ( B ) (C) (C)-(B) Grid Point Distance from liquid surface Distance from liquid surface Thickness of sludge layer No. to toD of slud a to lagoon bottom soil Ft. & in. Ft. tenths Ft. & in. Ft. tenths Ft. & in. Ft, tenths 1 0.0 0.0 0.0 2 0.0 0.0 0.0 3 0.0 0.0 0.0 4 0.0 0.0 0.0 5 0.0 0.0 0.0 6 0.0 0.0 0.0 7 0.0 0.0 0.0 8 0.0 0.0 0.0 9 0.0 0.0 0.0 10 0.0 0.0 0.0 11 �/ 0.0 0.0 0.0 12 Y`'� 0.0 0.0 0.0 n G I" 13 3 0-Y 0.0 0.0 0.0 14 fI v 0.0 0.0 0.0 15 1 0.0 0.0 0.0 16 0.0 0.0 0.0 17 0.0 0.0 0.0 18 0.0 0.0 0.0 19 0.0 0.0 0.0 20 0.0 0.0 0.0 21 0.0 0.0 0.0 22 0.0 0.0 0.0 23 0.0 0.0 0.0 24 0.0 0.0 0.0 Number of pDints with readings X X X X Average of X X 2.344 X X 7.459 X X 5.115 Dints At pump 2.0 T X X X X X X intake *All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this Sludge Survey Data Sheet. Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008 The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined from the information on the Lagoon Sludge Survey Form ( Items O and P. respectively). In this example, the average sludge layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume, see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used. 1. Average sludge Layer Thickness (T) 2, Depth of the lagoon from top of bank to bottom soil surface (D) 3. Slope = Horizontal/ vertical side slope (S) 4. Length at the top of inside bank (L) 5. Width at top inside slope (W) 6. Length at midpoint of sludge layer LR,= L-2S(D-(T/2)) 7. Width at midpoint of sludge layer Wm= W 2S(D-(T/2)) 8. Volume of sludge (Vs) Vs=Lm Wm T 9. Volume in gallons: Vsp=V*7.5 gal./ft'. 10. Thickness of existing liquid tmt. zone (Y) 11. Thickness of total treatment zone (Z) Z= T+Y 12. Length at midpoint of total tmt. zone LZ= L-2(S)(D-(Z12) 13. Width at midpoint of total tmt. Zone W,, = W-2(S)(D-(Z/2) 14. Volume of total treatment zone (Vz) Vz = Lz W=Z 15. Ratio ( R ) of sludge layer volume to total Treatment Volume R = VsNz Example Your Lagoon 2.5 ft. 5.1 11 ft. 9.5 3 2.0 457 ft. 150.0 229 ft. 100.0 398.5 ft. 122.4 170.5 ft. 72.4 169,860 W 45,326 1,273,950 gal. 339,944 3.5 ft 2.8 6 ft 7.9 409 ft. 127.9 181 ft. 77.9 444,174 ft' 78,491 0.38 0.58 If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information on filing the Plan of Action. Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (item 14), and take the ratio. Then, R = (Vs-DSSV) / (Vz - DSSV) Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000)1(447,174 - 85,000) = 84,860 / 362,174 = 0.24. 16. Design sludge storage volume (DSSV) 85,000 17. Ratio (R) of sludge layer volume to treatment volume adjusted for designed sludge storage volume 0.24 0.58 �-+ 0 si i II �- ' - - f --- F -- - - - - _v- V A. lz� f - --- - - ---- -_ _ - . 4 - - s--- • 2 - � - --J�-LJ-- _ -_ J-_ J_- �- D J.' I I�_-_-�- -14 -- 1 v -- - -- - - -1-- - �_J-__�______-1___._1-__-__ I E :-- I � t Appendix 1. Lagoon Sludge Survey Form - Revised August 2008 A. Farm Permit or DWQ Identification Number ODUM 2 B. Lagoon Identification LARGE LAGOON 82-122 C. Person(s) Taking Measurements Dan Bailey D. Date of Measurement 12/19/09 E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer. Depth sonar- _ b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. PVC PiRe c. Thickness of the sludge layer if making a direct measurement with "core sampler". F. Lagoon Surface Area (using dimensions at inside top of bank): 1.414 (acres) (Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have been built different than designed, so measurements should be made.) G. Estimate number of sampling points: a. Less than 1.33 acres: Use 8 points b. If more than 1.33 ac. acres x 6 = 1452 , with maximum of 24. (Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the estimated number of sampling points needed, Number the intersection points on the lagoon grid so that data recorded at each can be easily matched,) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the pump intake, take measurements of distance from liquid surface to top of sludge layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating. I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gauge pole): 0.2 J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6 (use lagoon management plan or other lagoon records) K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0 (use lagoon management plan or other lagoon records) L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.8 (Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level) M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points) 12.2 N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 7.1 0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 5.1 P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 5.3 Q. if Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O is equal to or less than Item P, you do not have to determine volumes. Completed by: Dan Bailey _ -•-•- j Date: 12/19/09 Print Name /Signature Appendix 2. Sludge Survey Data Sheet* ` Revised August 2008 Lagoon Identification ODUM 2 LARGE Completed by: Dan Bailey Print Name Signature Date: 12/19/09 (A) (B) (C) (C)-(B) Grid Point Distance from liquid surface Distance from liquid surface Thickness of sludge layer No. to too of slud a to lagoon bottom soil Ft. & in. Ft. tenths Ft. & in. Ft. tenths Ft. & in. Ft. tenths 1 0.0 0.0 0.0 2 0.0 0.0 0.0 3 0.0 0.0 0.0 4 0.0 0.0 0.0 5 0.0 0.0 0.0 6 0.0 0.0 0.0 7 0.0 0.0 0.0 8 0.0 0.0 0.0 9 � 0.0 0.0 0.0 10 nn ,1 it r 0.0 0.0 0.0 11 0.0 0.0 0.0 12 ✓ f 0.0 0.0 0.0 13 2 �� 0.0 0.0 0.0 ^��S 14 �o' 0.0 0.0 0.0 15 0.0 0.0 0.0 16 0.0 0.0 0.0 17 0.0 0.0 0.0 18 0.0 0.0 0.0 19 0.0 0.0 0.0 20 0.0 0.0 0.0 21 0.0 0.0 0.0 22 0.0 0.0 0.0 23 0.0 0.0 0.0 24 0.0 0.0 0.0 Number of pDints with readings X X X X Average of X X 7.126 X X 12.238 X X 5.112 Dints At pump 6.9 X X X X X X intake *All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this Sludge Survey Data Sheet. Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008 I t-T _ i ,�'�-f i I i- • __fi I I� ! i I �f I � I '' I I-�- i I� I i I �� I I �, # ; I •� ; Z _ �- i1�1 _ ► � �� I i i ,< I I I 77 IT TF 7771 ._�_ �-�--T-- I- I ��� I ill 1 1 T I-1 1 I I I Beverly Eaves Perdue Governor Ernest M Odum Ernest Odum 4740 Roseboro Hwy Clinton, NC 283281019 ��A NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Coleen H. Sullins Director July 31, 2009 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: REr,E���E� AUG Q 51�i9 OENR-FAYETTNLLE REGIONAL aMr,} �-- Freeman Secretary This is a follow-up to our March 3, 2009 letter requesting an application from your facility for the continued coverage under one of the Animal Waste Operation State Non -Discharge General Permits. Current General Permits expire on September 30, 2009. Copies of the new General Permits are available at hqp://h2o.enr.state.nc.uslaps/afou/al2l2lications.htm or by writing or calling: NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 In order to assure your continued coverage under the State Non -Discharge General Permits, ou must submit -an application for permit coverage to the Division. Enclosed Xu will find -a `Request for Certificate of Coverage Facility Currently Covered b, aspiring State Non -Discharge General Permit.' The application form must be completed and returned by September 3. 2009. Please ,you must include two (2) conies of your most recent Waste Utilization Plan with the application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-3221. Sincerely, Ted L. Bush, Jr., Chief Aquifer Protection Section Enclosures cc (w/o enclosures):- Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files-'820122- Murphy-Brown, LLC AQUIFER PROTECTION SECTION 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 One Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 North Carolina Phone: 919-733-3221 1 FAX 1: 919-715-0588; FAX 2: 919-715.60481 Customer Service: 1.877-623-6748 J� j�t��a //y Internet: www.newatergualitv,om �/ " An Equal Opportunity 1 Affirmative Aden Employer 97, o Me 2 FRO EXHIBIT A-8 Waste Utilization Plan Agreement Name of Farm ��i��/E : T a d tr tT .LL g 2 / Z y Ownerfl4Manager Agreement I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage facilities will require a new certification to be submitted to the Division of Environmental Management (DEM) before the new animals are stocked. I (we) also understand that there must be no discharge of waste nutrients form this systems to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved 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 DEM upon request. I (we) understand that I must own or have access to irrigation or other equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year, 24-hour storm event, I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. Name of Facility Owner (Please Print): Signature Date��J� Name of Manager ( if different than owner)_ 7- a Do,, Signature i _ Date —2 j� � Dd _- Person Who Prepared Waste Utilization Plan: D?� A-1 134:ecrr-. Affliation�_ a�,� r�T`. 5 v.c.E Phone No. 91 o - � "�j Z - 716 / Address _i ) ��oc ���.� �% /�a ef d4- 3 2- SignaturQ�--�� Date z 20o y .� r� LQ6= ON-FAtfl"TlE1+ILLE REGIONAL OFRCE RECEIVED I DENR I DWQ Aquifer proterlion Section JUN 2 4 2009 .11. Total Waste/Nutrients Generated (per year) A. Percent collected of produced / v V . B . Design time of temporary storage. Type storage Liquid c/ Em C. Waste Generated (per year) Table 1 Time (Day(( ) U' Type Prat. unit Fgzd'! X- * # of Animals i ** Form of Waste Generated Volume of Waste Generated C-113 3 ns Appli., Method Plant Available Waste.Anal sis Values 1 1n3 s.. o. Gals. . Actual .` Actual Zn C u N P K Zn Cu bow n► 3 �o L 14 tv; ,)337ao �,E , 3 1.3 3. -� 1.3 3, 2- D. Nutrients Generated/Used (per year) Tc'Lb1e Z Form of Waste Included In WUP Yes/NOPeNe-:27� Total Plant Available Nutrients (lbs.) P K Zn Cu 1-4 L� I N : 4 � � C ��% L� o d 31 — %'% G * One time capacity ** Liquid, Slurry, Dry, Stockpiled, C=posted, Etc. FACILITY NO: FARM NAME 82-122 Odum Farming I North Carolina Cooperative Extension Service SUBJECT: Waste Utilization Plan Amendment Based on Wettable Acre Revision of 12/23/04 TECH. SPEC.: Danny Bailey Please find the following: 1. Revised WUP 2. New wettable acre map 12/23/04 3. New application timing 4. Table 2 - traveling Irr. gun settings with field codes - /-7 Date Owner Signature Sampson County Center 369 Rowan Road Clinton, NC 28328 (910) 592-7161 (910) 592-9513 (fax) 2 Date 'Q�Z� �& �' Tech. Spe ignature North Carolina State University and North Carolina A&T State University commit themselves to positive action to secvfe equal opportunity regardless of race, color, creed, national origin, religion, sex, age, or disability. In addition, the two Universities welcome all persons without regard to sexual orienta- tion. North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating. v.h57'E Ii'rI L.I'ATi�iv r'W�N .jr ��D 82- — /•Z-;2� xn l.��YEn sT, CIIQ R4TAT/'Q,.a � o �� COMA 11 1,.:'1' 1'Il1LU �UIL '1'Yl'L li CL�7,,;.;- C:IILrE' ti I.E,L,LI l ll,; UE'1'l�fS31II.1JG 1'ill,S11 CUl1l, 1+S'f If PE'P. Ac hC ll,;IJ) '1' 1 f•1 I ; o ,s3 11 d 3,26 /B 1 E A o 3 3 "F too 1 1 i F-z k -� r?So — /, Gr" � l�io,� JD5 / 3. 3z ? 7Z 13 1��o wr► aT o,3�..Al ° �,,� � cot N/ � 1 �O'g`� � ► g/ wrlr'Rr 11ui�ni�� ,(��- ��.PA• h[3A �f%A.S rr,L�r �C ate•; �eavePd(,.��1 � � ! �.9qr Q S - p1/ERscFla A.:T¢aGc'a odd (•1pa1/301 6,.'A5r8 IITI 4.11-ATtr'IN t'lit,N '1'l�l.til.l 1: l��ltG li1qlll;U 1.i5 PRuLJOUII,it UIL, `1'YPL E, CL,AS" FAc.'/•r",.4-o' 9z-i22. CItUj' 1' 1.1�.LL► I,l��; C:111111 1l 11i;; CUDE 10.1 II IT -it i '1'.IIiI; �7/O .2e, J .v.' T R o Gr N G� •,�� R ATP- ;� a o X UL,E 1QVW1,IS M, 1'ItlillUl l;l�. /^ Lc'%I T Z L UIL� TY f'L !, CL,ASS C:lzl►l' i ] I Li l 1ti4; l s-}11R1 ll � 1 11:5 UL;'] CJU,tl.l1.l.11t� l'1I1� �L CUllli AW it PER Itii ltl::; M) l,Uk AC /s v 2.83. —7?. 1 4 l / 4 I I 1 Tu i �ii, rG— /�� North Carolina Cooperative Extension Service Sampson County Extension Center 55 Agriculture Place Clinton, NC 28328 Phone (910) 592-7161 Fax (910) 592-9513 Facility No; 82-122 Farm Name: Odum Farming II Subject: WUP Amendment Tech, Specialist: Dan Bailey, Extension Agent Field codes P232 and P233 are now in -hybrid Bermudagrass for hay. The nitrogen rate is 263 lbs.lacre/year. Included is an updated WUP with these changes. -?/-s--- 69 Date -5-/ 3^- e) Date CID, �i� Owner Signature Tech. Spec. S' nature North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, Color, creed, national origin, religion, sex, age, or disability. In addition, the two Universities welcome all persons without regard to sexual orienta- tion. North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating. w'�ST2 IrT7Z,1LAroN r'LA,u /-�.xZ T LE l: ACRES OWNELU UY E'RUUUCO �OK ire t'�L:LU :;OiL TYPE COGS — PHASE CflUk' YlLLU 1,1s5 CUM1�1 EI �ir1 '�' T i - 111d W E'Eil J1C1lLi ANei LL'1'1;11t•tilJThiG E 11115E CUUf� PER 11C 11C USLU p.'rpf,ic, '1IHF Zi't I I ., F.2zi f t 1 I 1 1 jr P.a,z.*e w "7-F � so �05 j 1 ` l 4ss., .*6 w F , r i- ` - . a �,� ,,,, T,e,�C�,� �y CR �P(L✓a�3 S L 7ras - - r^ O 'e ..i % 3 J � 3 /+O C4 = 3 Li Y 7rJ_r r y .+ � �, � .. � .� a J^ .� .r � �',� '' •� .. &A5r9 tIrIL,IZAri(-IN ?L,,av TAUL, I' nCI�L;S UWEILU UY lTU000Dl IELIJ� ��JIL 'l"�k1 C & CLn55- t✓tL,�_'Lltt��r��.11�ic; l}Iln�l; 1 A ntiJ hl %'i;il nCIlLS j1Yl f'L;lt AC AC USLU pv l iFi ; n 1Jo _ � '733 io f-2 3 G X Lc4Ie CROP CO L)c 41,17 to S ° i'v'j'n L v Asl-�i.G 5 7 E Lb I N L At - I --- — --11 .1 ,— —Mll L, MUM 1111 110 PH VS L COWL TIM. 3o, Air fII}I 41yI 4 4 li oj /I �, A2,2 Yty so S Flo ir .9 PA 3 2. 5 )D r — s , g d eo,-j s :) o, a j se c oe p Aj r.—C� .•it!,i�l., 1 1',.:'iti;:- s�i•lili;l� 1;, I'yi�i;ill::l•,y� �. _-;-- - ,— . ,I ;L�`, 1.;�"f� '_ �.�i. '' 1 y11; �t l 'i ! i,t�l�! l,lt; 4 Ilil1 I! i____ • •I,� I I 1'iil.''lJ iltl;, 1''Y! Ii i'i II Iti r l .l i ;,t� _._Y i &;lyerOlt flair I �c�/lsa�� Qa/ � a � 1 s� .� Sao 8�G_ � 11 q 37 9 '7 9 l I r'llllll .• w iuir,i�lq- t/i Ti<"� a c G ti =Rr1 r C� Animal NVaste .Application Windows For Common Crops Which Receive .4nimal Waste Tres: apphuarior: windov,'s in:iude 30 day'_ prior to pianzin and Rrcenu. o' : mudag;ass. end 30 dn„s before narves.. Berrnudaerass ?,egir, Xlarch I" r-nd September 0t' Small Grain Begin (Dciober I" End lvlarcli 1 S' Gverseeded in Bermuda¢rass Corn Cotton Cucumbers — Direct consumption — For Processing (2 seasons) Small Grain Peanuts Sorghurn/ Sudan Grass Ha), Soybeans Tobacco Flue Cured — -B urley Fescue, Begin Febr uan, 1 56' End June 30ti' Begin March 15'i' End August 1 s' Begin March I" (100 % at planting.) Begin April I" End May 31 S' .Begin July lsc End August 3151 Begin September 1" End March 31S' Begin April I" End September 30th Begin March 15" End August 31 S' Begin April I" End September 15'h Begin March 151h End June 30`h Begin Mav 15"' End August 15°i Begin August 15t End July 31" SnOwt; rCpfC5CT7L 5'.:,L,-n-Ad: !inti,-t. P!;us'_im' 1112 I;atz eSLin, C:,:cf sr• aer8_3 the Stal:: arsd i'ruii; Yc'Ur LL, VY:ar. A ZN;3F Valu_^S 5111311 r_t]C-t 6it� sp_cllir Z:0l1jitiun-` =Ll in n; ts, al!uw ap,!icelid.^. ,morc ti :us eiLhar 3t' da;,'S prior to nr IeSs rhaii 3P 4vs e_Inre han-_sL. Sce Pcrmil ,•'or lisoii =p> kloun:ain� - limit N appii_;ltiul; du -in.- Jun-- 3nc lull i nL: nil,es!-,_V in msd Jmsttar: Pi_dmon: L- Cgs:,il Plain - lilsil i`' 3ppiiC3LiOn during, Jtt,sc ar,c: hsf.; ! nr in ''ic_ and!:rr. dUliarc icvc _ inl„S. Sheet2 TABLE 2 -Travelling irrigation Gun Settings Make, Model and Type of Equipment: 3" Travellers Travel Application TRAVEL LANE Wetted Nozzle Operating Operating Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Pull No. ift/min) lin/hr.) Width(ft.) Lenath(ft) (feet) (Inches) at Gun(nsi) at reelfosil Pattern Comments - Arse-, nQr null 1 3.95 0.56 150 475 300 1.18 50 95 220 2.07 f 2dz) 2 3.29 0.41 220 506 300 1,18 50 95 330 3.38 3 3,29 0A1 220 610 300 1.18 50 95 330 3.90 P2z,f) 4 3.29 0.41 227 699 300 1.18 50 95 330 4.50 t15) 5 3.95 0.56 194 568 300 1.18 50 95 220 3.10 ?,a 2.0 B 3.29 0.41 200 598 300 1.18 50 95 330 3.65 ' P.2x7) 7 329 0.41 217 515 300 1.18 50 95 330 3.22 3 1) 10 329 0.41 200 487 300 1.18 50 95 330 3.32 '161a8 11 3.95 .0.56 160 675 300 1.18 50 95 220 3.13 lo9)12 3.29 0.41 200 721 300 1.18 50 95 330 4.21 P2 3; 13 3.29 0.41 200 755 300 1.18 50 95 330 4.37 3s)14 3.29 0.41 200 815 300 1.18 50 95 330 4.64 P23 4)15 3.95 0.56 155 815 300 1.18 50 95 220 3.60 ia7 } 7 3.29 0.41 217 401 300 1.18 50 95 330 2.49 III 18 3.95 0.56 175 295 300 1.18 50 95 220 1.68 Pio ,6)19 3.29 0.41 217 300 300 1-18 50 95 330 1.98 Pio (p )20 3.29 0.41 205 627 300 1.18 50 95 330 3.32 o -) 21 3.95 0.56 120 465 300 1.18 50 95 220 1.94 111. ) 22 3.95 0.56 170 495 300 i 1.18 50 95 220 2.83 P113 23 3.29 0.41 230 322 300 1.18 50 95 330 2.60 r1`t 24 3.29 0.41 232 382 300 1.18 50 95 330 2.69 121p r 25 6.58 0.68 117 179 300 1.18 50 95 180 0.93 P1.>; 26 3.29 0.41 227 460 300 1.18 50 95 330 326 P1� 227 3.29 0.41 227 587 300 1.18 50 95 330 3.92 QA32)28 3,95 0,56 170 225 300 1.18 50 95 220 1.42 P293 29 3.29 1 217 495 300 1.18 50 95 330 3.30 C Ernest 4dum Scale: 1: =400' Total Field = 3.28 Ac. Ali .00P ow Curran of n rat a Odurn 1 lolal Field �]7-59 AC, 3 yl P l3 P7e3 ry � J �II Total Field = 17.74 Ac. Plo 1 Total Field = 15.16 Ac. r P° Total Field = 8.11 Ac. p on' Total Field = 15.30 Ac. 1 h� +Ftl - •tlpl U � Odum 2 LL , r•,•,,\k LrrA�� Total Field W 18.60 Ac J rl r.,u ` y ~1'y:+.�tlu �rq `I i�e je- � O .5,� 04r ..S It+.re.1So+ i.5i j`dLj� ' o 1'.,r�r,,, r:, �11 . 5 tar �nr —.11.1'.t L. �'Nl ,/`��� �. �lP _r nlC ...]1 y.l l{��., •I l.l..r l:. 1,.. 141. Total Field = 11.07 AC. A _ .h5- r'�'' �� •� 1 1� 1�•�.��s Q1 L 'In ut1_ rie.l .� i'�C U:, ����11Y 1i11r]Ill.r ail3`1,) 9 Totai Field = 12,95 Ac. OPEkATiON & MAIN1 ENANCE PLAN Proper lagoon liquid nn:inaberne +t ]ii ild ",ea year-round priori 1i Is esp e,--ra:l` +mpertant ro rnanage levels so Ma: low 50 M We PrOAMS 00q I:'XWOded 71MV W i Mc;ximurn storage capacity sho,-,!d be 2vailaible in the lagoon Ar pehcA 1•;;'en :he race` dng crop is dormannhuch as Wnteiii,ne for l erm;;daarass) or when ,'ere a-e ereiiGaC reymy ya!!s Such G: i ,e thunders orm season in :he I IS me that at trle .I at signs of p4m, Pji�'i'l�'ii' in, gilt' la.er wi'rlter/e.^dy- Spring Irdgayw," a.,xr'r:il .� a farm "ante management plan should be done 'rti he ne-ve- -.he lan, i IS ory eclowgh .l5 _ receive lagoon liquid. This will mane s,Grage Space dvai!a tie :n the lagoon tort periods. In *.'re late summer/early fall the lagoon shoWd !De pumped do,,vin to the 'J%v maker Yee Figure 2-1) to alien for vdnter storag-e. Every e'Tfc t shicu,d be made to m,aintarn the lagoon close to the rninirrurn liquid level as long as :4 weather a�&.,g2n. wLiiiz..dtiori Plan ","iH wila'rV it, ',1''altir:g until the !agoon'has reached its ma; imurn storage capac be-.o,-e sta-.r _ .. irrigate does not 42ve room for voAng excess \1'at?r durmF ex,e-dEtc! Over-'lo,'V f.'OM the lagoon fOr any 102San erx epl a 25-yi , 24 ^cir st0"r-+"+ Is a M a i 5-,a e Jaw a:rld Subject fo penalty The roe.=tine maintenance of a ,agoon invo�\'_.S zre ,Aaintenance of a vege'ative cover for the Fescue or cannon bermUdagrass are the rn'est Cnm ,,n vw_g?'Zti�e rovers. The vegetation should be fert ked each year, It needel to maintain a vigorous sand The arr,ount o; .e;-til:?er a^phe'o based on a sGlls t25', but in Ke event that It is not practical tC oD:a:" a soils test each year, the lagoon embankment and surrounding a -_a_ should be Eerihzed with 800 pounds per ac~e o' 1 J 10-10, or equivalent, Brush and trees on the embankment must be c0r t,,oheL. T n,i done by mowing, spraying, grazing, chopp'lrig, ar 2 co^birati or- o these practices. Tris should be dor:eat !east once a year and possibly twice 1n years t."lat Wea:." er conditions are favora:J!e heavy veg tatkwe grow-h. NOTE: it Vegetation is controlled by `-praying, the fic.' ?ici4^ mm.:5: no, be the lagoon water. Such cherl ds Could' harm the bacteria it tn2 iagcon t;l,a? a, e the Wa.Ste Maintenance Inspec;lons of the entire lagoon should be made duKng the ;hi'lal it h7g ?: the lagoon and at least monthly and aster ,rn2j3r rainfall and ;form e''MntS. item; to ~:,e checked should include, as a minimim, r.he rollowing: Waste Inlet Pipes, Recycling Pipes, and Ovprfiow Pipes —loop; for: 1 . separation of joints 2. cracks or breaks 3. accum:Aatior of salts or r,,irrEra's overall condition of pipes RECEIVED 1 DENR 1 DWO Aqiaifpr Prnter.,tion Section JUN 2 4 2009 Lagoon surface—lcak for: I . , undesirable vegetative growth 2. floating or lodged debris Embankment --look for; 1. Se!tlement, cracking, or "jug" hol ,,s 2. side slope stab;?ity-,si:jm,ps ar b; i es 3. i wet or damp areas on the back, slope% 4. ' erosion due to lack or Vegetation or a; a rn5. ii o; w2ve arz io," 5. rodent damage urger lagoons may be subject to liner damage due to wave a icr, c2:�sed by strori�; winos. These waves can erode the lagoon sidewalls, thereby weakmina tine fasoon an A good stand of vegetation will reduce the potential damage caused by wave ac:icr►. I wave action causes serious damage to a lagoon side%vall, 52ffiles ?n the 'z,00n rri� , b•e used to reduce the Nave impacts, ` Anv of these features could lead to aro,ion znr? weakening ci tea darn, lr' vaur !SC a �r, h?= any of these features, you should call an 2Pprn nrWe exner' farm tar wit? d.?s:zr a7,A construction of waste lagoons. You may need to proviue a temporary nx if rner: of a v-,aste discharge. However, a permanent 5olution snouid be re,.,ie`f,Gd by me technical expert. Any digging into a lagoon dam wit!, heavy equiprnLnt is a _eriouS undertaking with potentially serious consequences and should no' oe condu �-,ed t:�less recommended by an appropriate technical expert. Transfer Pumps -check 1. recycling pumps 2. irrigation pumps for proper operation of, - Check for leaks, loose fittings, and overall pump operation. An l."IUSuzlly loud Cr grinLirg noise, or'a large amount of vibration, may indicate that the purnp lis in ^_ed or repair or replacement. NOTE: Pumping systems should be inspectec and operated frequently enough so gnat yo-_, are not.comple!ely "surprised" by equipment failure. You should perform. your pumping system maintenance at a time when your lagoon is at its low level. This will alloy, son7e sa`ety time should major repairs be required. Having a nearly ful', lagoon is nct . e time to think about switching, repairing , or bcrrovi�g pumps. Probabiv, ir' your lagoon is U!, your neighbor's lagoon is full also. You s"i0uid consiwer r aiirt?ir i an r'ive..-tor: spare parts or pumps. Surface water diversion features are designed to carry 21' surface drainage w2ters (such as rainfall runofr, roof dragnape, grater out,e,>, and parking lot runofr� away rrorn your iagoon and c'her waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (wzshing) system pipes and the rainfa!l that hits the lagoon directly. You should inspect your diversion system for the folio-�-fing: 1. adequate vegetation Z. diversion cap?city 3.i ridge berm r,c:giit identified problems should be corrected promptly. It is advisable to i^spect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and the- record the level again 4 to b hours after the rain (assumes there is no Pumping). This will give you an idea of how much your lagoon level will rise \with a certain rainfali am, ou^; (y,3u must also be recording your rainfall for this to work'. Knowing this should helr in planning irrigation applications and storage. If your lagoon rises excessively, you rr,ay have an inflow problem from a surface water diversion or there may be seepage into "he lagoon from the surrounding land. Lagoon Operation Startup; �. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. Fill new lagoon design trea:m ent volume at least of ware; be -.ore waste loading begins, taking Care not to ero 'e lining Or bank siOpeS. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means or slowing the incoming water to avoid erosion of the lining. a. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). S. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0,23 percent of ,he full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check o,7 the lagoon liquid pH. ;-the pH falls below 7.0, add agricultural lime at the rate of 1 pound per .300 dubic feet of lagoon liquid volume until the pH rises above 7.0. Ootmum lagoon IiGuid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, anc excessive odor signais inadequate biofog'rcal activity. Consultation with a technical specia ist is recommended it these conditions occur for prolonged periods, espec':all : daring the warm season. Loading: The more frequently and regular;y that wastewater is added to a lagoon, the berter tl^Ie lagoon will function. Flush systems t`-iat %vash waste into the lagoon several times daily are optimurn for treatment. Pit recharge systems, in which one or more :buildings are drained and recharged each day, also work well. proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed t;asin ar minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long :errr, '.vili: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. mix the sludge and lagoon liquid with a chopper-agitatcr imlppi'e• rump th'ou.gh large -more sprinkler lrriga*ion Jys:errn on;o and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby crop:arld or toragelan6; mix rerraming sludge; pump into liquid sludge 2r7plica:or; and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain rack into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain difterant nutrient and metal values from the liquid. The application of the sludge to fields wi!! be limited by.these nutrients as well as any previous waste applications to that fie!c and cr o., .requirement, Waste application rates will be discussed in detail in CinaFter 3. When removing sludge, you must also pay attention to the liner to prevent darnaee. Cio_e attention by the pumper or drag -line operator will ensulre that the lagoon !iner remains intact. I- you see soil material or the synthetic liner material being disturbed, yo':! s.nou'd stop the activity immediately and not rEsu,1he 'until you are su7e that:he sledge can �? removed without liner injury. If the iiner is damaged it rrr;,,st be-epaired as soon a: - possible. 5ludge removed from the lagoon has a rnucS higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phos'oh�or;.'s and metal levels, as indicated by a soil test, and incorporated to re6��ce the chance of erosion. Note than if the sludge is applied to fields with very high soil -test phosphhores, it should be applied only at rates equal to the crop removal of phosphorus. A5 with othe- wastes, always have your lagoon siudge analyzed for its nutrient value, I The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the %vind direction and other conditions whic''1 could increase the concern of neighbors. 11 f ractiLe wafer �'on5erva!ion---minimlze building ��,,Pter usage and ;pillage fro,",1 leaki� ng waterers" broren pipes and wasnclown trirot:¢� proper maintenance ar.d water conservation. ;Wnirnize teed wastage ar"U S itlage by keeping feeders T nis v,iii reduce the arnour,t of solids entering the 1?c-ocn Management. nIai,n ain lagoon liquid ievei between the perrr:aner~t storage lave! zr,--4 the full terr.porary storage level. r lace visible markers or stakes on the iaaoo,n bank ,o ,r,ow t'r-.e minimum liquid level and the maximum liquid iever ?-f). start irrigating at the earhest possible date in the spring baser' on nutriEiit require^tents and soil rn&st:.'ree so that `.2r1p0"2ry 5:or2ge VVII be maxim :z d ir the s.'mrrer tnlJnaerS:or,m ceaav ,. irrigate in. the late s;�nnmar.-eariy fail to r rovide m---Ximum la�och storage for the winter. The lagoon liquid level -should never 'De Closer t!,an 1 foot to the icwest point of the dam or en,doankme 1t. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneatl- the liquid 5U'rfaCe and as far away from the drainpipe inlets as possible, Prevent additions of bedding materials, long-sternmed forage or veget2,ton, molded feed, plastic syringes, or other foreign materials into the lagoon. -Frequently-remove solids from catch basins at end of co^fine:merit houses or wherever they are installed. ,ti"aintain strict vegetatic�r, roden`, and varmint ccnrroi near lagocn edges. Do not a!low trees or large hus!,es to grow or' laScor --42rn o' Remove sludge from: the lagoon either when tihe _luc'ge storage capacity 'Ull or before it tills 50 percent or the permianen' e Volume, if animal produc".ion is to be terminated, the Owner is respo:nsibie ]Or obtaining and irnplement,�ng a closr.ire p,an to e!rmina:e the possibility o' a Pollutant, d,scharge. Sludge Removal - Rate of lagoon ;lud;e hu:ldup can b? re'at.c'erd b'r; Pc5sible Cab5es of I moon Failure La$oon failures result in the unpkn7ed discha•g= of " ..ste%oa',e ncm 1hol Wray..r:-. . "•�_= i t Ilu res in hide W wlr '%? 'h,i i`Z the �`ot1^'T', i�c � pirl a r �� � .i �.: le 6� t iv ,� .i v �Ji 71 `. �J 1'[��,. �) �� f' •.7'... '�,''aG. �'_' darn, ll:si. rimE proper design and : :'.'Si.-uchjn Yy r��'.,' iF n; ;� e -_ ' ...`;,I' in, Ensuring str::Sure safely, kerns which r':" q, Knd m, rY� Job ,.� MiC7diri''_aNn o the lagoon 5.rmny---an exams is �r' S ...t'.t'i`M: 01 a ip= in the dam w[.hout pmoer design and cona-u-7.ic7. `�:�r � .:I: an _xpE , in. Agcon deign beige placing, yqv wi-nar in Lagoon Quid levels --high Ave s are a We,NO. , Ai;ure to Inspec: and rralMain the dam, Ir'er k, t rl prot f7o �� �? �a i}'---�, a^� ^l i^•'?; plea 5C :L'ir & dc.?'2?2Q removA, or mpt;Jre ;rom Ioweri •g :agcon h^uid Ave! Jew, t"C' i•�ti '�:_ table. NOTE; If lagoon water Is allowed to overop the dam, the 'ncvi:-,g wa`e- VVT so')n gyNies to fvm in the dam. Once this damage start, it can q',!sCkt y ;.a'.ws+< a �a-'ge 2isc` arge of wast2water'and possible dam failure. �z a w� -. n �nyN + UTILiZATI0N70,! , REQUIRED SPECIFICATIONS 1 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 and agreement for use of adequate land on which to properly dispose of waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization 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, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 - Filter Strip), 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 fiefd. 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 or flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. RECEIVED ! DENR I DWQ Aquifer ProtPrtinn Section Pages JUN 2 4 2009 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 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 wither 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 from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393 - Filter Strips). 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 no to reach other property and public right -of ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land application site by prior converted wetlands provided they 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. 17 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. Page 6 18 Waste hackling 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. 19 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 is should only be applied perplant with no further applications of animal waste during the crop season, 24 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 markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 21 Waste shall be tested within 69,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 element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years, Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 22 Dead animals will be disposed of in a manner that meets North Carolina regulations. Page 7 o�0F o 000114W-c Ernest Odum ECoEIVFD AUG...13 2008 02;R-FAVETTOU.� Ernest Odum 4740 Roseboro Hwy Clinton, NC 28328 Michael F. Easley, Governor William G, Ross Jr., Secretary North Carolina Department of Environment and Natural Resources August 11, 2008 Subject: Sludge Compliance Requirement Change Dear Permittee: Coleen H. Sullins Director Division of Water Quality In accordance with Condition I11.19 of State General Permit AWG 100000, your facility is required to maintain compliance regarding sludge accumulation in your animal waste treatment lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet of treatment depth between the designed stop pump and the average elevation of the top of the sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently modified. As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is now to be -based on the sludge volume as a percentage of the total treatment volume. The revised Standard states that sludge accumulation in the permanent treatment zone must be less than 50% of the planned treatment volume. Also, there must be a minimum_ of 2.5 feet of liquid above the sludge at the pump intake location. If either of these conditions is not met then sludge must be removed or managed in accordance with an approved Plan of Action for Lagoon Sludge Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and treatment volumes to determine compliance. Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s) may already be in compliance without any sludge removal. Using your lagoon design (or as - built information) and current sludge survey measurements, complete the NEW sludge survey worksheet. If you have any difficulty in locating or understanding your lagoon design information, please contact your technical specialist or county Soil & Water office. NO Cara ina �a UM1111 Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 'Telephone: (919) 733-3221 Internet: www.ncwaterauality.org location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1, (919) 715-0588 Fax 2: (919) 715-6048 An Equal OpportunitylAffirmative Action Employer— 50°% Recycled110% Post Consumer Paper Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the information and notify you of our decision. NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 If you have any questions about the new sludge requirement, sludge survey worksheet, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 91,9-733- 3221. Sincerely, Keith Larick, Supervisor Animal Feeding Operations Unit Enclosures cc (w/o enclosures): Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - AWS820122 11 O�OF V1i A rF/�QG Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources � y Coleen H. Sullins, Director Division of Water Quality July 1, 2007 Ernest M Odum Ernest Odum 1�i 21 ` Y 4740 Roseboro Hwy JU Clinton, NC 28328-1019 Subject: Certificate of Coverage No. AWS820122 Ernest Odum Animal Waste Management System Sampson County Dear Ernest M Odum: In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ernest M Odum, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the Ernest Odum, located in Sampson County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 6025 Boar/Stud: 0 Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0 Farrow to Finish: 0 Farrow to Feeder: 0 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 and replaces the NPDES COC issued to this facility with an expiration date of July 1, 2007. You are required to continue conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition III.19 does not apply. 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. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pav careful attention to the record keeping and monitoring conditions in this Rermit. Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Internet: www.ncwaterouality.ora Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal OpportunitylAffrmalive Action Employer— 50% Recydedl10% Post Consumer Paper � Carolina NNaturally- Telephone: (919) 733-3221 Fax 1: (919)715-0588 Fax 2: (919)715-6048 Customer Service: (877) 623-6748 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 02T .0111(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per MRCS 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. Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS standards and the permit is rescinded by the Division. 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 Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at.(919) 733- 3221. r Sincerely, for Coleen H. Sullins Enclosures (General Permit AWG100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS820122 4 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 January 26, 2007 L MR. ERNEST ODUM 9Zap ERNEST ODUM FARMEHEGiONRZOfF1Cl; 4740 RoSEBORO HWY CLINTON, NORTH CAROLINA 28328 Subject: Application No. AWS820122 Additional Information Request Ernest Odum Farm Swine Waste Collection, Treatment, Storage and Application System Sampson County Dear Mr. Odum: The Animal Feeding Operations Unit has conducted a preliminary .review of the subject permit application package. Additional information is required before we may continue our review. Please address the following items no later than February 26, 2007. We have received your application for the State General Permit for animal Waste Management Systems. The copies of the Waste Utilization Plan (WUP) received with the application were not signed nor dated. Please provide two copies of the signed and dated plan. I am returning one copy of the plan for your use. Note that the WUP must be signed by both the owner and manager. Please let me know what name you would like as the facility name for the combined facilities, if different from the facility name "Ernest Odum Farm" listed on the application (it is listed as Ernest Odum I & II on the WUP). Two copies of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the address below. Please note that failure to provide this additional information on or before the above requested date may result in your application being returned as -incomplete. If you have any questions regarding this request, please do not hesitate to contact me at duane.leith@ncmail.net or (919) 715-6186. Thank you for your cooperation. Sincerely, I Duane Leith APS-Animal Unit enc. _ Cc: 1FayetteyiIIe Regional Office, Aquifer -Protection Section. (w/o enc.) APS Central File NuRhCaro ina Naturallll Aquifer Protection Section 1836 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Internet. Mn.ncwateraualitv.ora Locafion: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service: (877) 623-6748 WAr�9pc Michael F. Easley, Governor f j William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources D Alan W. Klimek, P.E. Director Division of Water Quality December 1, 2006 CERTIFIED MAIL RETURN RECEIPT REQUESTED Ernest M Odum F'�DEC EIVE Ernest Odum4 S MW 4740 Roseboro Hwy Clinton, NC 283281019y�lERH'�1p�lAl rtifgnr i EM Subject: Application for Renewal of Coverage for Expiring NPDES General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to retain coverage under an NPDES General Permit. Copies of the draft animal waste'operation NPDES general permits and the State Non -Discharge General Permits are available at httt):Hh2o,enr.state.ne.uslaps/afou/downloads.htm or by writing or calling: NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, -North Carolina 27699-1636 Telephone number: (919) 733-3221 In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit coverue_to_the Division.. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring NPDES General_ Permit.' The application form must be completed and returned by January 2, 2007. Please note, you must include two 2) coyies_of your most -recent Waste Utilization Plan with the application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-3221. Sincerely, Ted L. Bush, Jr., Chief Aquifer Protection Section Enclosures cc (w/o enclosures): Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - 820I22 Brown's of Carolina LLC Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Internet: www.ncwqlUqlg1litv.oEg Location: 2728 Capital Boulevard Raleigh, NC 27604 An Equal OpporlunitylAifirmative Action Employer- 50% Recyded110% Post Consumer Paper Telephone: Fax I: Fax 2: Customer Service: N�on�etttCaroina (919) Aaturally (919) 71 "588 (919)715.6049 (877)623-6748 f 00/19/2006 16:24 910-592-3407 \NA"rk- > LANDES OFFICE' PAGE 01 Michael F. w1cy, Governor William G. Rana Jr,, Secretary North 6a0l Ina Department of Brivironmcritand Natural RLasources Alan W; Klimek, P.E. Director DI'violon of Water Quality. March 31,2006 CERTIFIED MAIL 1�i "I' I I Post -it" bra'n'd i6x transmittal memo 7" #at pagan 0 RETiIg.N� RP11PT REQUESTED 11 To ram Co, ffi—tj lit Wt. ERN EST M. 01DUM tlPhofto I Ili It EP.NEST Mum FARM y epl� 4740 ROSEDORO HIGHWAY I N Fax *1 1� 070 7' CLINTON, NC 28328 Subject: Phosphorus Loss A'si6ssmcnt Tool Ernest Odurn Fa Permit Number Facility 82-122 Sampson County Dear Mr.. Odum: The Division's records show that a completed PLAT Form has NOT beeWsubmitted for this foci ity. If I]. - .. All our records are in error please reoubhi it the completed PLAT Form for"6s farm. There is'a condition in your Anirftit aste Management General NPDES Permit addressing the 1 4 ol' 1:t. -1 1 completion of the Phosphorous lbs&4 ing operation upon i: i ,Assessment Tool for your animal -fie rill notification by the Division of VA 'Quality (Division). 'r18 Your NPDE9 Permit Number No,.Al 2122 Condition 1.6 states: ' ; `j 1 ' f I "If prior to the expiration J'a� :�f this per mit either the state or fidifal government establishes Phosphorus 106f standards that are applicable to land zool ication activities at a P, facility operating under thii permit, the Permittee mug conduct%�* 4yalfl Iiation of the facility; and its CAWM? under the ire'qLrements of the Phosphorus lbss.6ndards to determine thii' , facility's ability to comply with the standards. This evaluation ffiu'si be; documented on forms supplied or approved by'the Division and must be submiticft the Division. This evaluation must be "completed by existing facilities within aix s of receiving notification from. the Division.' The method of evaluation is the Phosphorous Loss Assessment Tool developed by NC S�iate University and the Natural Resources Conservation Service. PLAT, addresses'four potential loss pathways: leaching, erosion, runoff a�d direct movement of waste over :*`th'v'a1' mikeice. Each field must be individually evaluated and rated as'.61her low, medium, high or very hiA cording to its PboErpligrus loss potential. The ratings for yorr f, rm. must be reported to DWQ using the attached certificatir form. ''iw e kept as red r&q on your farm for future re&G�i. The PLAT forms must1b k t 1 The Division's records show that, ou. received the notification to 6onduq'i PLAT on July 9, 2004.-: To I , It I �jo , . p. , I I. avoidpossible enforceffient action a violation of your permit, The Division of Water Quality requests that the''Milowinj'itc":i �e addre s ma Aq iji fcr Protection Scctinn 1636 Mali Internet: www.nc yHW,%1&.0rjC Location?, An Equal OpportunitWAffirrnailve Adan Employer— 50% Re cc Center Raleigh, NC Capital Boulevard Raleigh, NC' I cl)l 0% Poll Caftsumer 126por 59?-163 Teleplimc! Fax 1: Fax 2: Customer stmcc: (919)733-3221 �'' I +' k i p, (919) 715-0598 (919) 715-W48 (877) 623-6748 n 0,4/19/2006 16:24 I II 1. Submit justification forfij I letter. :1 ,,,J 2. Consult with Your techfiii evaluation'.'; f I,Failure to comply with the aboveol I Please be adYised,,thiai!this notice : actiofis for an 'Zi 0 I y past or uTc vi a levy i civil Penalty otiiot more t il' Please provide this office with a On" ' If you have any questions rcgardi ri contact the Fayetteville Rcgionai!OA Ca 19 cc: Fayetteville.Regional 0 cc, Facility Fileg'2-122 W J LANDES OFFfbti y PAGE 0, it responding within 180 days of#Wpv.of the PLAT notifiWion specialist and submit a written -schedule for completing tic PLAT yy itions may result in a civil penjW Isse 1, '1. ssm6t ' for the facility. not prevent the Division of WaV&',,�uality from taking "rcement Furthermore, the Division of Water Quality has the authbrity to Z5,000-00 per day per violatiow", In response on or before April I vl.; 2006, I. is request, please do not es ta"U C�or;�act me at (919) 7 1�-6697 or .e at (910) 486-154 1. ou117orl your cooperation.h i Thar& Sincerely., Paul Shenr.1iipervisor Animal teed�Al'gb p6tions Unit -JOY I fir, 1A I jl 14 A! ' i' ; M/19/2006 ` 116: 24 910-592-34 I ' I LANDES OFF] w l I' Phospho H'a Loss Assessment Tool( j� dial Name of Facility: est O = i B i . Owner(s) Name: Ernst Odmul' I _ Mailing Address: 4740.Roseboro Hwy, Clinton, NC 28329 i Check the appropriate box below,`and sign at the bottom: } No fields received a high or very ig 1 rating. 1 ' ❑ Yes, the fields listed below recei�' d high or very high rating: j Field Number; 3, �. Size Acres I 1, .' ,, Please use as many additional attachment forms (PLAT-A-10-31-03) a r , By completing the above section E and any additional attachments at owner and Technical Specialist a'kn'`wledge all application fields u Goss Assessment Tool, I All necesry .alculations were completed to be kept on site with the Certified A real Waste Management Plan'. approved by a technical 'speciali '`nd filed with the Soil and VI ' implementation. Waste,plans wi liields having a high or very higl address phosphorus loss:by the ne flt cycle beginning July, 2001, II h,I OwnerName: Ec' dum w" DOwner Signature: ! Technical Specialist Name: Ed of I andI' Technical Specialist Signatur # Affiliation: NC Division of Noil and Water Conservation 1 4 t' r� 4 F Submit this form to: t Aft. Keith Larick i i jon-blscharge Compliance and Enforcers NC Division of Water Quality Ea 1617 Mail Service Center jE Raleigh, NC 27699.1617 l# Y I pletlon acility Number:82-1222 # 'ne!No: 10--522-6238 atina !Hash or Verv1 ed for additional fields. PAGE 03 I by siining this form0the facility ei1'evaluated using the Phosphorus iduct the Assessment. �A copy wi l l ny'1future modifications must be Conservation District prior to fling will have to be >j'riodi.fled IMIA ! I i Date. ji_4, Date• 11115105 'hone INo:210_542 -7963 iext,3 jt A. PLAT-12-11-03 04/19/2006 16:24 910-592-3407 LANDES OFF kN(_'ANAT Version: 1.89 FLAT Results For: Sampson 11/ 5/2005 2!41:11 PM j, �JN UTS Calendar Year- 5 County- pson Producer Identifier: est Odurn,1,82-122 NUmber: 140 7 j ,Tradt )Fi'elid Number - 1- Series. 1, Nwxtoln loamy sand, n (Grain)' , Conservat BMPs: rr.ee/Shrub Buffer wid Fertilizers: W n e-Lagoon liquid Yearly Applied Amoun I Lb P205: Application Method!,, i1applications Soil Loss: 116; t/ac/yr • Receiving Slope Distance 0 - ft Soil Test Oil - 411 74 WV_Factor Factor (DATABASE) 1.41 Hydrologic condition: GOAD PARTICULATE P 0 SOLUBLE P 4 0 HAT E SOURCE:P a 16 'TOTAL P RATING = 10 (LOW) j ,II f,i i I { PAGE 04 r 01.,!6 percent slopes Tillage - minirqum residue i0o ft. 2.6 ac in 5''3-4 lb other surface 0,4/19/2006 16:24 910-592-3407 LANDES OFF 'NCANAT Version: 1.89 ; PLAT Results For: Sampson 1t1/15/2005 2:41:45 PM. ,IN VTS ti ;,Calendar Yeas,: !2�; i 5 county: I�,,Producer Identifier: lj Tract Number:, i Field Number: � # 'Solij!,'Series: I` .Fir'tzlizers: I �t' , r,applications k I Soil Loss: ;Receiving Slope Distance Soil Test 0" - 4" WV Factor (DATABASE) Hydrologic Condition: ' PARTICULATE P = 1 SOLUBLE P 3 LEIACHATE P p `- SOURCE P n ;7 . TOTAL`P RATING = ill 4� I r. I I• j a "a psan i jFt eat Odum`182-122 F +1407 Norfolk loamy sand, �- n (Grain)' : Conservat 'ne-Lagoon liquid Yearly Applied Amoun Lb P205: did.Applixation Method; i. � � I t/ac/yr .< . ft OUT PUTS F W i PAGE 95 f Eo 't6 percent slopes :Tillage - minimum residue 2.6 ac in a 53.4 lb k.Z other sur4ace !, I ?r N 04/19/2006 16:24 910-592-3407. LANDES OFF ,NCANAI version. 1.89 �j PLAT Risults For: Sampson 1�1)15/2005 2:42:42 PM N UTS Calendar Year: i 0 C 5 County; pson Prbducer �est Odum',182-122 T.r' al'C"t Number: 1 407 Fielld Number: , �I!f Sseries; Norfolk loamy sand, (Grain Conservat elop:,; rti�liz e rs: e - Lagoon liquid ii , Yearly Applied Amoun Lb P205: Aion Method:, p plica� �k applications ,. 1.Soii Loss: i i 6, t/ac/yr !1Receiving §1ope Distance ft Soil Test 011 - 41, i0i WV Factor (DATABASE) Hydrologic Condition: rodD ji OUTPUTS PARTICULATE P SOLUBLE P 6 jj tEAdHATE F•10 SOffE P ii TOTAV5P RATING 14 (LOW) F. ., 11111.111 PAGE 06 II �j o 6 percent slqpes Tillage - fnini�um residue 2 , 6 ac in. 53.4 1 3.4 lb 111 other sur 6ace 41 I 0.4/19/2006 16:24 910-592-34,0711 LANDES OFF] -NOMA-T Version: 1.89 PLAT Results For: Sampson .11'r/`5/2005 �2:44:47 M I�IN UTS :1161, 1. C al endar Year.: 005 ico, Linty: 1 311 son P ,,xoauce.r Identifier: est Odum'82 -122 Tia"t Number:'Ii 1407 IF geld Number: Solli Series: i I0Norfolk loamy sand, Crop: - y rid Bezmudagrass (Haly) BM Ps: etative Buffet Widt e/Shrub Buffer Widt %Fertilizers: wne-Lagoon liquid ; 1 11 i Yearly Applied Amount Lb P205% Application Method: applications Soil Loss: i.OS t/ac/yr Receiving Slope Distance 09 ft Soil Test 011 - 411 127, WV Factor (DATABASE) I Hydro]Iogic Condition: ODD PUTS �1 PAR�!It'ULATLP P SO 'OBL"E I? EACHATE P I = 0 ,SOURCE F 2 '!TOTAL P RATING 3 (LOW) WIU PAGE 07 6 percent sldpes 30 ft. ft. li 5.7 ac in 53.4 lb All other surface 11 II II 11 1 j` 04/19/2006 16: 24 910-592-3 LANDES OF NWANAT Version: 1,89 ?LAtl Results For; Sampson PM!" .�INPUTS Calendar Year: 1 20'5 County: Sampson Producer Identifier: �rr'est Odum 82-122 Tract Number: T-11407 Field Number: 3B! Soil Series; Crop-, " io V"I R 4 ' : Norfolk loamy sand, rid Bermddagrass (giy) BM?s. 7 etative Buffer Widt e'ilizers: k e/Shrub Buffer ��Clt A e-Laqoon liquid Yearly Applied Am0 unt Lb P205.1i 'Applicatlion Method.-, p :ications oi Loss: 5 t/ac/yr Fteceivincj Slope aistar>ce 0 ft Test 0 410 ..55 Wv - Factor (DATABASE) *drll'ofogic tonditlion: It I PARTICULATE P SOLUBLE P LEACHATE P jSOURCE P �UTk UTS 0 2 2 4 (LOW) PAGE 08 6. lent slopes 3.'D ft. 1 00 ft. 5.7 ad in 3.:- 4 lb All other surface Ih k, 4 �OF W A rFMichael F. Easley, Governor .,OA G William G. }toss Jr., Secretary rNorth Carolina Department of Environment and Natural Rcsourcea Alan W. Klimek, P.E. Director Division of Water Quality March 31, 2006 CERTIFIED MAIL RETURN RECEIPT REQUESTED MR. ERNESTM. ODUM ERNEST ODUM FARM 4740 ROSEBORo HIGHWAY CLINTON, NC 28328 RECEIVED APR 0 3 2006 DENR-FAYElT MLLEREGIONAL OFRCE Subject: Phosphorus Loss Assessment Tool Ernest Odum Farm Permit Number NCA282122 Facility 82-122 Sampson County Dear Mr, Odum: The Division's records show that a completed PLAT Form has NOT been submitted for this facility. If our records are -in error please resubmit the completed PLAT Form for this farm. There is a condition in your Animal Waste Management General NPDES Permit addressing the completion of the Phosphorous Loss Assessment Tool for your animal feeding operation upon notification by the Division of Water Quality (Division). Your NPDES Permit Number NCA282122 Condition I.6 states: "If prior to the expiration date of this permit either the state or federal government establishes Phosphorus loss standards that are applicable to land application activities at a facility operating under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under the requirements of the Phosphorus loss standards to determine the facility's ability to comply with the standards. This evaluation must be documented on forms supplied or approved by the Division and must be submitted to the Division. This evaluation must be completed by existing facilities within six (6) months of receiving notification from the Division. The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State University and the Natural Resources Conservation Service: PLAT addresses four potential loss pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be individually evaluated and rated as either low, medium, high or very high according to its Phosphorus loss potential. The ratings for your farm must be reported to DWQ using the attached certification form. The PLAT forms must be kept as records on your farm for future reference. The Division's records show that you received the notification to conduct PLAT on July 9, 2004. To avoid possible enforcement action for a violation of your permit, The Division of Water Quality requests that the following items be addressed: N�n1,�0 Cam ina �vatura�l� Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Internet: rvww ncwaterquality.ors Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 An Equal OpportunitylAlfmtative Action Employer— 50% Recycledl10% Post Consumer Paper Customer Service: (877) 623-6748 1. Submit justification for not responding within 180 days of receipt of the PLAT notification letter. 2. Consult with your technical specialist and submit a written schedule for completing the PLAT evaluation, Failure to comply with the above conditions may result in a civil penalty assessment for the facility. Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement actions for any past or future violation. Furthermore, the Division of Water Quality has the authority to levy a civil penalty of not more than $25,000.00 per day per violation. Please provide this office with a written response on or before April 17, 2006, If you have any questions regarding this request, please do not hesitate to contact me at (919) 715-6697 or contact the Fayetteville Regional Office at (910) 486-1541. Thank you for your cooperation. Sincerely, Paul Sherman, Supervisor Animal Feeding Operations Unit cc: Fayetteville Regional Office Facility File 82-122 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division or Water Quality February 20, 2007 MEMORANDUM To: tFaydtteville_Regional_Office;-DWQ-APS 1 From: Duane Leith .a L Subject: Animal Waste Management System COC Renewal Application Waste Utilization Plan for facility 82-122 FEB 22 2007 QENR-fAYEMLLEREGIONAL AFMCE Note: This is the new WUP for facility 82-122, the Odum Farm. Note that the new permit will combine the current Odum I and Odum 11 under facility 82-122. Current facility 82-308, Odum II will be rescinded when the new permit is issued. Odum I is 3600 Feeder to Finish and Odum II is 2425 Feeder to Finish for the total 6025 Feeder to Finish for this WUP. Aquifer Protection section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: Internet: www,newalerquality.org location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: Fax 2: An Equal Opportunity/Affirmative Action Employer- 50% Recycled1110°% Post Consumer Paper Customer Service: NorthCarolina (919) 733-3221 (919)715-0588 (919)715-6048 (877) 623-6748 A Ernest Odum 0 Scale: 1: 411000400 Total Field = 3.28 Ac, o� • f,,�4r�t�. won wAOa' ofivel COmer of Houma w/200' ollul Total Field = 17.74 Ac. /�/') 3/0 �t Total Field = 27,39 Ac. Total Field = 15.16 Ac, aoaqo0� 3.cx �a Total Field = 15.30 Ac, Arm n�j, Total Field = 18.60 Ac rn e. ,-.t- U s 0- L ' Rlb��` I-1nSe so ro r , Total Field = 11.07 Ac, .� si3 s l s s•��� b�.�k � �,�+ � 1�1 L� 4'b c1 n CU. Total Field = 12.95 Ac, Total Field = 8,11 Ac. Gi�'q IJr Sri `•� 4.._ +� �o l"."1 I�+, 4;k A Ernest Odum Scale: 1: == 400' w, Corner of HOUBM r /200' affsot Total Field j� /a3 /oaf Total Field = 12.95 Ac. '.39 Ac, 1 Ac. V L I to ft!,.. +4 �^� 9. +4'„'A .1""�fo a.M'v' ! ���ku.Vl'a4tl 011" `M1 :;e '.: ktii k4 A,'t+'` "',; — 4"IA I. V d I FACILITY NO ::u .. MLj 0 82-122 Odum Farming I North Carolina Cooperative Extension Service SUBJECT: Waste Utilization Plan Amendment Based on Wettable Acre Revision of 12/23/04 TECH. SPEC.: Danny Bailey Please find the following: 1. Revised WUP 2. New wettable acre map 12/23/04 3. New application timing 4. Table 2 - traveling Irr. gun settings with field codes / / 7 -- 6 2117 /0 Date Date Owner Signature Sampson County Center 369 Rowan Road Clintan, NC 28328 (910) 592-7161 (910) 592-9513 (Tax) RECEIVED FEB 18 2005 DENR-FAYETIEVILLE REGIONAL OFFICE A Tech. SpectOignatuTe North Carolina State University and North Carri A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age, or disability. In addition, the two Universities welcome all persons without regard to sexual orienta- tion. North Carolina State University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating Q 7ow 7w .L w'n57E oil wZ.kTfAN r'LF.N SAG �'7'y d/O' �l -/ ZZ 'J.'111tiLE 1 : 1tiCRES O4' NUD UY 4.'ItUl.fllCEIi W AI: SOIL TYPL h CUSS- DETEl?Ml.laUG 1''llf1SE //c A/i.� 0• CM, cumin if 141: CUM,, AW H 11E1 1'l;lz Ac Ac NO TIME l— � i 4 � I I* I N I Is'y' 4.260 _ �,�� _ Z.co Sow A) 3 -- � s•z f ��p I .z. 45 8 3 1f 1 1 - A1,' T It o Gr^/ &dr-1E OWeW ATE 571 WZATZAN PUIN / Ac,'/,'��J�/d, O �2 -^ /22 D t7u � T1%1.11_,E a.: hCilL:;.; Lggj1CI) M' !'I�ULllllyl:l�. x K 1']. —`lLiA 1I L Lu Cl.ri ;1'Li L UE'a'LM17.I IHG PHASE CURE li1J II 1'i;l[ 11CIll: ; f��+ TJ Mf � Ae j } �'' z► � t Q l I � Y v Ernest Odum Scale: 1 : = 400' We" w/S00' 0ffaa{ Comer 01 House w/700' olful —� Total Field = 3.28 Ac, �/ tjl\�""1 � WWII w/100' allsal � ME Tota# Field = 17,74 Ac. s 3 o� Corner of House w/200' offset 0 n MIN i Odum 1 p q I I k Total Field = 27.39 Ac. -' !/ 3 ti 15.16 Ac. Total Field = P a . . Totol Field = 8,11 Ac. � l 1 fI v� Total Field = 15,30 Total Field = 11.0 )p,4 t F�W� �1.VCY 0, 1 y r —r'o� s Q .5 15 5 -- 4'D Ck. �c,_�� 1',t Irk �p"0ES Total Field = 12.95 Ac. 4. ,':.� 'ti ,ti 4: � 4 L.A.. y'�.?� %'�' '1 c: : • r a� �i..� 'i} 4.,1� t;.^,�. � Y � 1: � •, ?�; _'� �. ; � r' .. r' . �`` . !' , pi h. i Animal Waste Application Windows' For Common Craps Which Reeeisve Animal Waste Thew atanlication windows incivat: �0 day: prior tc, pianting and nrepnup n- Eerrnudanrass. End 30 days before harvest. r3ermudagrass Begin Mari;h 1S` End Septen7bMr i0th Small Grain begin (Dmober ls` End Maros 3155 Overseeded in Berrnudagrass �l Cotton Cucumbers — Direct consumption — For Processing (? seasons) Small Grain Peaaluts Sorghurilt Sudan Grass Hay Soybeans Tobacco -Flue Cured — -B urlev Fescue2 Begin Februan, 35t' End June 30t1, Begin March 15`l' End August l'' Begin March 1 (100 % all planting) Begin April lst End May 31sl Begin. July 1" End August Begin September 1" End A/iarcl-, 315` Begin April I" End September 30Th I Begin March 15`h End August 3151 Begin April I" End September 15''' Begin March 151n End June 301n - Begin May 1S i End August. 15°i Begin August I` End July 31 Dnuus shown mprestrtt stacwidr limir~, Plantinu and namcstin_ bates vao, scross,hc stele and from 'car lo year. ,',a[usl ralucs shall rcYlett siic speciiir Lmndiiinn5 and in no rase aliuu npplieati,�n more tiimi either 30 cln%-F prior u) plaratin ore rt:in_, ciorm.an .: c)r lsi, than 311 d;,l; 5 b:i'ort ItBn'c sL 5�e Gen4ral fermi, for lnnL crops Mnunmins — limit t� appiicatiol; durijig Junc and Jule i no niirnucl; in Dccernntrraitj Jantian 1'it:dirrtow d_ Coastal p1nin — hinh h applicaiinu dunr,l; June an[1 Jul}•! nr r,ilm_cr in Due and Jan during sc utr: winters. 111;!2)000 Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 3" Travellers Travel Application TRAVEL LANE Wetted Nozzle Operating Operating Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Pull No. (ft/min) (inthr") Width(ft.) Length(ft) (feet) (Inches) at Gun(osi) at reel(psi) Pattern Comments -Acres ner niill P I'! i 1 3.95 0.56 150 475 300 1.18 50 95 220 2.07 P2ZX} 2 3.29 0.41 220 506 300 1.18 50 95 330 3.38 i)1 X 3 ) 3 3.29 0.41 220 610 300 1.18 50 95 330 3.90 P124) 4 329 0.41 227 699 300 1.18 50 95 330 4"50 " }5-) 5 3.95 0.56 194 568 300 1.18 50 95 220 3.10 ►;.A it.) 6 3.29 0.41 200 598 300 1.18 50 95 330 3.65 .2 �7 ) 7 3.29 0.41 217 515 300 1 "18 50 95 330 3.22 10 3.29 0"41 200 487 300 1.18 50 95 330 3.32 1a8 )11 3.95 0.56 160 675 300 1.18 50 95 220 3.13 !09)12 3.29 0.41 200 721 300 1.18 50 95 330 4.21 PZ 36 )13 3.29 0"41 200 755 300 1.18 50 95 330 4.37 P dS}14 3.29 0"41 200 815 300 1.18 50 95 330 4.64 Pz3 y } 15 3.95 0.56 155 815 300 1 "18 50 95 220 3.60 fA 7 )17 3"29 0.41 217 401 300 1.18 1 50 95 330 2.49 /// ) 18 3.95 0.56 175 295 300 1.18 50 95 220 1.68 P/0 se19 3.29 0"41 217 300 300 1.18 50 95 330 1.98 Pla6i20 3.29 0.41 205 627 300 1"18 50 95 1 330 3.32 o -) 21 3.95 0.56 120 465 300 1 "18 50 95 220 1.94 111. ) 22 3.95 0.56 170 495 300 1.18 50 95 220 2.83 P113 23 3.29 0"41 230 322 300 1"18 50 95 330 2.60 11 Y 24 3.29 0.41 232 382 300 1.18 50 95 330 2.69 Q/o r 25 6.58 0.68 117 179 300 1.18 50 95 180 0"93 pl�A26 3.29 0.41 227 460 300 1"18 50 95 330 3.26 P1,,3) 27 3.29 0.41 227 587 300 1.18 50 95 330 3.92 PA32}28 3.95 0.56 170 225 300 1.1$ 50 95 220 1"42 P 233 29 3.29 0.41 217 495 300 1. i 8 50 95 330 3.30 ODUM FARMING COMPANY 4740 Roseboro Hwy. Clinton, NC 2832B October 15, 2000 RECEIVED OCT 17 2000 Mr. Paul E. Rawls Water Quality Regional Supervisor Fayetteville Regional Office 225Green Street, Suite 714 Fayetteville, NC 28301-5043 Re: Notice of Violation Ernest Odum Farm Facility No. 82-122 Sampson County Dear Sir: In response to your letter of October 11, 2000. Please be advised that we plan to take the following action to correct these problems: 1.. Over application of nitrogen: We will under apply nitrogen in this area by pumping on additional approved field. 2. Lagoon Waste Analysis: Our lagoon samples had been sent in, but we had not received the report when our farm was visited. A copy of this report is enclosed for your records. We trust these corrections will meet with your approval. Thank you for your assistance in this metter. Sincerely, Ernest Odum Enclosure NCDA ARronomic,Divitsion ,4300 Reedy,Creek Road,;Raleiah;�NC 27.607�5g:,(y1y1p7.33.:Lb55 :,,;d= nCNurL l'%v: wvjLvtaJ vt Grower: Odum Farming Co. Copies To: County Extension Director Attn:Ernest Odum 4740 Roseboro Hwy. USDA-NRCS-Sampson 1 t Waste A nalysis Rohort Clinton, NC 28328 Farm: 8/30/00 Sampson County Sample ID: 0 M N P K Ca M S Fe Mn Zn Cu B MO Cl C TOW 486 I 10 979 104 23.1 19.1 2.99 0.39 1.55 0.83 1.47 IN -N Waste Code: -NH4 Na Ni Cd P6 Al Se Li PH SS C.N DM% CCE% ALE al AM -NO3 DescHplim' OR-N 330 7.96 Swine LagDOn Li . Urea Recomi enid o s` '1 "'e is vailaliierfor irs ,Gra ,.Ibs/IUOO,�iiYlorrs , bt6 Ele—O _ Ibs/1000�'allorrs :; Irn�tion }e. "P205 i0"60Mg -S Fe Zn Cu 2.0 1.5 c8"13_ 911." O:Q2 T V'o?al O.OI 'B Mo Cl 01 Na r7w U Pb=P' Al Se , 2'_8 Sam ie]Inf©R it aba"rat' Re 1#p si imillioaiunl s oth" `raise ao Sample ID: N P X Ca M S Fe `Mn Zr: Cu B Mn CI C 02 ��A Told 405 53.1 471 67.5 20.6 15.3 2.16 0.30 0.9'i 0.38 1.02 IN -N Waste Code. -NH4 Na Ni Cd Pb Al Se Li 11 SS ON DM% CCE% ALE ALS -NO3 194 7.71 Lion: OR N. Swine Lwon Li - Urea �?Nutrients`�Avar'iable�fa i�rst-i _ "��Metbol� N� poi r _ 1- IVA3?8" 1[7A Cad- �Ng. Sx Fe _ _ 39' o:i 09 O:QI � 0.01 Eu' Y B Mo 'GY Na 111s - Cd Ff1-iAI. »fSeIa Tom, -AY it State of North Carolina Department of, Environment - and Natural Resources Division of WaterQuality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director October 12, 1998 ilk" 1 •- 21 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Ernest Odum Ernest Odum R E C E I V E R OCT , 3' 998 4740 Roseboro Hwy �� Clinton NC 28328 E VE t 9 1998 Subject: Certificate of Coverage No. AWS820122 Ernest Odum. �it1�T�.EV�I.LE Swine Waste Collection, Treatment, AYE TEVILOFFICE Storage and Application System REGSampson County Dear Ernest Odum: In accordance with your application received on July 30, 1998, we are forwarding this Certificate of Coverage (COC) issued to Ernest Odum, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist -.of the. operation of this system including, but not limited to,_ the management of animal waste from the Ernest Odum Farm, located in Sampson County, with an animal capacity of no greater than 3600 Feeder to Finish and the- application to -land as'specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the' date of issuance until April 30, 2003. 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, with no discharge of wastes to surface, waters. An adequate system for collecting and. maintaining the. required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewaterflow or -number -of animals. 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. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the -Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change, or change in ownership.. a' If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for anindividual non -discharge permit by contacting. the- engineer listed below for: P.O. Box 29535, Raleigh, North Carolina 27626-0535' Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer.= 50% recycled110% post -consumer paper Certificate of Coverage AWS820122 Ernest Odum. Page 2 information on this process. Unless such a request is made within 30 days, this COC shall be final and_ binding. The subject farm is located in. the 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 contactJ R Joshi at (919) 733-5083 ext..363. Sincerely, A. Preston Howard, Jr., P.E. cc: (Certificate of Coverage only for all cc's) Sampson County Health Department ' iF,ayetteville Regional Office, Water Quality Section Sampson County Soil.andWater Conservation- District Permit File -Central -Files Permit File NDPU t .. State of North Carolina RECEl V Department of Environment and Natural Resou&41717 b?"�ALln,,cE Division of Water Quality , Ohl Non -Discharge Permit Application Form JUL � 1) 1998 (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGIN General Permit - Existing Liquid Animal Waste�miwn 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. 1. GENERAL INFORMATION: 1.1 Facility Name: Ernest Odum 1.2 Print Land Owner's name: Ernest Odum 1.3 Mailing address: 4740 Roseboro Hwy City, State: Clinton NC Zip: 28328 Telephone Number (include area code): 592-6238 1.4 County where facility is located: Sampson n 1.5 Facility 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): Farm is on SR 1309 across from the intersection with SR 1235. 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / integrator's name (if applicable; please circle which type is listed): Brown's of Carolina, Inc. 1.8 Date Facility Originally Began Operation: 01/01/91 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 82 (county number); 122 (facility number). 2.2 Operation Description—. font Swine operation �Feeder to Finish 3600- Certified Design Capacity Is the above information correct? Dyes; Qno. If no, correct below using the design capacity of the facility be The "No. of Animals" should be the maximum numr tTor which the waste management structures were designed. Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals Wean to Feeder Layer Dairy Feeder to Finish d t% Non -Layer Beef Farrow to Wean (# sow) Turkey Farrow to Feeder (# sow) Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: FORM: AWO-G-E 5/28/98 Page 1 of 4 82 -122 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 50.00 ; Required Acreage (as listed in the AWMP): 27 2.4 Number o (lagoonstorage ponds (circle which is applicable): 2.5 Are subsurface drains present within 100' of any of the application fields? YES or NCO (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRC tandards, etc.) (Swine Only) (YOES�or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited?'/�' What was the date that this facility's land application areas were sited? 3. 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. 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; a 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components: 3.3.1 The Waste Utilization Plan (WUP) must include -the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP. 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3. t 1 Emergency Action Plan. `3.3.12 Insect Control Checklist with chosen best management practices noted. —3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted, T3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. Applicants Initials FORM: AWO-G-E 5/28/98 Page 2 of 4 82 -122 Facility Number: 82 - 122 Facility Name: Ernest Odum wAT r, a a. APPLICANT'S CERTIFICATION: i n 1Q9 NDp. Disc 1, Ernest, Odum (Land Owner's name iftZ3 Istion 1.2), attest that n this application for (Facility name listed in question 1.1) has been reviewed by me an t acc r to mplete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and that if a quired supporting information and attachments are not included, this application package wii a eturned ��sin eG Signature Date 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) 1, (Manager's name listed in question 1.6), attest that this application for _ (Facility name listed in question 1.1) 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 incomplete. Signature Date b 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 NON -DISCHARGE PERMITTING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 5/28/98 Page 3 of 4 82 -122 w+ !f yy�"'LtayM1a 11.E �fi Lp tr,] j �+� � McCullwl tf.-6 r it 7[ af.irN 4° nxOR! qp �t ti � G p+lea 7l 1142 u NOkO S M G 40 i7 ,a J174., o j a tr xeeR.N Ri♦ �I U" tLIU ly 1m 17w .Y . KILN' ^�O_ cN ,T � i]31�• FLwlc liZ! ' g 191� aVMYLRNILL k6 ; v �� �I' i wuI ° lol- ^ au'a w•rce°q Rc .p J JAI 1L4! 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P' !r; i ti we 1349. !ka•.: ,L1 �7 .a y 1733 .,,LMpp°NNp q;';:•ryo° g '� 1 lxta Cah° ..7. , 93 i.kv Li41 y7 = yilfle° 1 Q4 N"3 yaa slAl 'b r y a! N � L= t Imo• LW_ ea rlkrrNa y3r� r •._, . w cyyrsk., 1lS.Ylf ro ti tat^ W t '�a ! 1 vp 3 ]" >� r,) Ik "saga r'"peL.xar°ww+ro � • , 3'L JM �w ? �ma 2L2� � .ytIEMWRG � �L .t3S9 � Milfz LIU �' � 4tlytry FAS �41 !. lgp3.d"' 2 as w GCS$ how .T IcvN LN '?t•!� CC$ r 71/ Mit � 1497 a0/ �ra�0 i1110 fka 919 !7'. Mrc* , "'.•' wctl"WL i2l4 �y � 1 { trkar atiiN. Np 242 MON r LLLaW y .RO aVLL.Np Np• �[a 1a10 IrNLlcw kO Z]}j .0 t;si Ox T1a a ruYnl>rrawx Ra n �' t/j7, v La^4 ia74 y ^•�°*•A�73e h�&]r. 0 .1NMIAL WASTE MAHAG- `MOT PLAN CERTIF2CATION FOR ==STING FEEDLOTS i Please return the completed form to the Division of Environmental Management at the address on the reverse side of this fora. ` Name of farm (Plea&e print) :&%&e-s t Mailing Address: -L- Phone No. -r County (of farm) : Farm lo�n: Latitude and Longitude:78�1 .3d /_%5 _:[j j.,6 (required) . Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.)irV G Design capacity (number of, animals): Average -size of operation (12 month population avg.): Average acreage needed for land application of waste (acres): �aaaaaaaaaae�aaaesassaaaaaaaaaaaaaaaaaaaasaaasaaasaaaaabaaaasaaaactaaaaaaaaaaaaaaa Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A ify that the existing animal waste management system fc has an animal waste management plan that meets- the open �1 j►r sta.t,dards and specifications of the Division of Enviran l :he USDA --Soil Conservation Service and/or the North Ca Conservation Commission pursuant to ISA NCAC 2H.0217. fip i1-.0005. The following elements and their corresponding; I�' been verified by me or other designated technical special n the plan as applicable: minimum separations (buffers);I mount of land for waste utilization (or use of third pa tip of proper waste application equipment; schedule for .____ _.. 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. Name of Technical speoiali Soff la se PriiIUN Affiliation (Agency): Address: 303 D EAST ROWAN RD, CLINTON NC 28328 Phone No. 910 592-7963 SignatuxQE M60 (9 Date: 46 -'7 aan,saaaaaaaaaaaaaasasaa agavatapaaapa�sagpasasaasasaasaaoaaaonaaaaaaaaaa Owner/Maaager 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,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 dii-e4tly through a iurn-wade conveyance or through runoff from a storm event less severe than the 25-year, 24-hour stow. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of Laad (Please Print): t/ Signature: Date: .Name of ldanager, if different from owner (Please print) : Signature: .Dates_ � :'_. .. .. .:... ,.. Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within.60 days of a .title transfer.- / DEM USE ONLY: ACE# �a- IDA s ,.R f I ANIMAL WASTE UTILIZATION PLAN _ VVA RED Producer: ERNEST ODOM - Location: 4740 ROSEBORO HIGHWAY sEP o 4 1998 CLINTON NC 28328 Non-DischargA pertnftun, Telephone: 910-592-6238 Type Operation: Existing Feeder to Finish Swine Number of Animals: 3600.00 hogs (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation 6 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. Page: 1 r ANIMAL WASTE UTILIZATION PLAN 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. 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. Acreage requirements should be based on the waste analysis report from your waste management 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,) 3600 hogs x 1.9 tons waste/hogs/year = 6840 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3600 hogs x 2.3 lbs PAN/hogs/year = 8280 lbs. PAN/year 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. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: -ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------ APPLY RESID. APPLIC METH N TIME 11407 4 NOB BH ---r-- 6.1 305 0 4.10 1250.5 I MAR-OCT 11407 5 NOB C 100 0 I �125 13.79 �473.75 MAR-JUN 11407 5 SB 0 lNoB I 13-9.0 �140 13.79 1530.6 APR-AUG 11407 SG 1 0 1-5 I. 150 17-58 1379 SEP-MAY 11407 6 NOB BP 230 0 li 14.6 122.75�5232.5 MAR-OCT 3305 3 100 0 jNoB IC I �125 14.16 �520' MAR-JUN 3305 3 SB 35.0 0 lNo13 li I �140 �4.16 1582.4 APR-AUG 3305 SG 1 50 0 �-3 1 li �8.32 1416 SEP-MAY 3305 4 NoB BP 4.6 0 li I 12,30 �3.10 1713 MAR-OCT 3305 5 0 lNoA IC I 1110 1137.5 16.27 1862.125 MAR-JUN 3305 5 SB 40.0 160 0 INOA li I 16.28 11004.6 APR-AUG 3305 -5 SG 1 0 ' I 150 112.551627.5 SEP-MAY 11407 3 NOB C 100 0 I �125 12.5 1312.5 MAR-JUN 11407 3 jNoB IS2 135.0 140 0 12.5 1350 Page: 3 M 11407 1-3 ANIMAL WASTE UTILIZATION PLAN jI APR-AUG SG 1 1 �50 0 5 1250 I SEP-MAY TOTAL113504.6 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: 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. 5 ; �cud (Ar , � C� u-wt s r Lo 5�S CW c0i 44L4- Page: 4 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must. be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------ APPLY RESID. APPLIC METH N TIME END TOTAL 10 -- Indicates that this field is•being overseeded (i.e. interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), 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 to reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely 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 tames during the season, depending on 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 mowed to a height of about two inches before drilling for best results. Page: ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. - * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BH HYBRID BERMUDAGRASS-HAY TONS 50 BP HYBRID BERMUDAGRASS-PASTURE TONS 50 C CORN BUSHELS 1.25 SB SOYBEANS BUSHELS 4 SG SMALL GRAIN OVERSEEDED ACj, 50 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED 63.4 13504.67 0 0 63.4 13504.67 * BALANCE -5224.675 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 6 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables 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. SLUDGE APPLICATION: 6 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 1332 pounds of plant,availsble nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 5660 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 22.2 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 53.28 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods. 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 Tables 1 and 2. Failure to apply the recommended rates and Pace: 7 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. I I I (Application RatelApplic. Amount Tract I Field l I Soil Type I Crop I l (in/hr) I l (inches) I 11407 13 I .-a-3-5-- 1 �� C> NoB I C I 0.40 l I I I l 0.40 I a l 3 l NoB l SB 11407 l I I I l' 0.50 11407 1 4 I NoB I BH l -*-2. 3 5 f, 11407 1 5 l NoB l C. l 0.40 11407 l I 5 I I I I 0.40 I tee- 1,p NoB I SB I 11407 l I I I l 0.50 1 6 I NoB l BP 11407 I -3 I I SG I 11407 l I I I l I I l -5 I l SG 3305 l 3 I NoB I C I 0.40 3305 13 I I I I 1 I NoS I SB I 0.40 Pagel 8 I 1 1 4 1 3305 3305 1 5 1 �I 3305 1 1 5 1 3305 1 -3 I 3305 1 I --5 I 1 ANIMAL WASTE UTILIZATION PLAN I- 1 NOB BP I 0.50 NoA C NoA SB I SG I SG I 0.40 I 0.40 l i I l °1 l 1 *2. 95 1(0 * 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 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be 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 Tables 1 and 2. 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 rate prior to applying the waste. NARRATIVE OF OPERATION Page% 9 ANIMAL WASTE UTILIZATION PLAN Page: 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization 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, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 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 or flies. B. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.- 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste -to a"depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 11 ` WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 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 from any perennial stream or river (other than an irrigation ditch or 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 perenpi,al waters. (See Standard 393 - Filter Strips). 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 a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a ."technical specialist". Animal waste shall not be applied oft grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (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. Page: 12 WASTE UTILIZATION PLAN REARED SPECIFICATIONS 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 preplant 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 element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page: 13 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:ERNEST ODOM FARM 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 utilization plan for the farm named above. I (we) know that any 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 North Carolina Division of Water Quality (NCDWQ) befpre 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 from a storm event less severe than the 25-year, 24-hour storm. The approved 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: ERNES71)OM (P2ease print) % Signature. - Date: Name of Manager(If different from owner) : Signature: Date: Name of Person Preparing Plan: (P2ease print)Wilson Spencer Affiliation:NRCS Phone No. Address (Agency): 84 County Complex Rd. Clinton NC 28328 _1 4Y V ti/ Signature: � Date: �.- Page: 14 Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: RE ANIMAL WASTE UTILIZATION PLAN WAr o AE1 FD UW Non.n..-, ERNEST ODOM 4740'ROSEHORO HIGHWAY CLINTON NC 28328 910-592-6238 Existing Feeder to Finish 3600.00 hogs Anaerobic Waste�Trea,tment Lagoon ion The waste from your an�,mal fAcifity must be land applied at a specified rate to prevent poftut'ion/of surface water and/or groundwater. The f�plaAt nutrients n the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fieldswhere the wast" is to be applied. z 1 t t limiting nutrient. This waste ,utx,l�. at�on pla�uses n� rogen as he l �.t ng nu r�.e t Waste should be analyzed before each application cycle. Annual soil tests a -re 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. Page: 1 '%• ANIMAL WASTE UTILIZATION PLAN 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. 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. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want 1_-o 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.) 3600 hogs x 1.9 tons waste/hogs/year = 6840 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3600 hogs x 2.3 lbs PAN/hogs/year = 8280 lbs. PAN/year 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. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ` ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------- APPLY RESID. APPLIC METH N TIME 11407 4 NoB BH 6.1 305 0 4.10 1250.5 I MAR-OCT 11407 5 0 __[3.79 jNoB IC I 1100 1125 1473.75 MAR-JUN D 11407 NOB SB 35.0 0 IS I 1 1140 13.79 1530.6 APR-AUG 11407 -�5 SG 1 D li JSEP-MAY 150 17.58 1379 11407 6 BP 4.6 D JNC)B I �230 122.7515232.5 MAR-OCT 3305 3 Q jNoB IC I 1100 1125 14.16 IS20 MAR-JUN 3305 3 SB 35.0 D jNoB I 1140 �4.16 �582.4 APR--AUG 3305 SG 1 0 I ISO 7.32 1416 SEP-MAY 3305 4 BP 4.6 0 INoB li 1230 13.10 1713 MAR-OCT 3305 5 C D INOA I 1110 1137.5 �G.27 �862.125 MAR-JUN 3305 5 SB 40.0 Q INOA II I �160 16.28 11004.8 APR-AUG 3305 SG 1 0 1-5 1 I 150 112.55�627.5 SEP-MAY END Page: 3 ANIMAL WASTE UTILIZATION PLAN TOTAL112592.1 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. NOTE: 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. Page: 4 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own .adequate land. See required specification 2.) TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ---- or ------ APPLY RESID. APPLIC METH N TIME END a TOTAL 10 Indicates that this field is,being overseeded (i.e. interplanted) or winter annuals follow summer•annual;s. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), 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 to reach maturity, especially .late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definitely 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 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 mowed to a height of about two inches before drilling for best results. Page: 5 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BH HYBRID BERMUDAGRASS-HAY TONS 50 BP HYBRID BERMUDAGRASS—PASTURE TONS 50 C CORN BUSHELS 1.25 SB SOYBEANS BUSHELS 4 SG SMALL GRAIN OVERSEEDED AC 50 n TABLE 1, TABLE 2 TOTAL ** TOTALS FROM TABLES-1 AND 2 ACRES LBS AW N USED — 58.4 12592.17 0 0 58.4 12592.17 * BALANCE —431-2.175 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 6 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables 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. SLUDGE APPLICATION: 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 1332 pounds of plant•available nitrogen per year in the sludge. If you remove the sludge every 5 years,.you will have approximately 6660 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 22.2 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 53.28 acres of land. Please be aware that these are only estimates•of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods. 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 Tables 1 and 2. Failure to apply the recommended rates and Page: 7 ANIMAL WASTE UTILIZATION FLAN amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. I I I jApplication RatelApplic. Amount Tract l Field Soil Type I Crop I (in/hr) I {inches c I I I I 11407 4 I NoB BH I 0.50 I I I I 11407 l 5 l NoB l C j 0,. 4 0 11407 15 I NoB I SB l 0.40 I I I I 11407 l 6 l NoB I BP i 0.50 U I I I I 11407 l -5 I I SG I l 1 I I I 3305 1 3 i NoB I C I 0.40 I- I I I I l 3305 l 3 I NoB SB I 0.40 3305 1 4 I NoB l BP I 0.50 I I I I I 3305 1 5 l NoA l C I 0.40 3305 1 5 l NoA l SB l 0.40 I Page: 8 ANIMAL WASTE UTILIZATION PLAN 3305 --3 3305 --5 SG $G * I* * 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 180.00' days of temporary storage and the temporary storage•must be removed on the average of once every 6.00 months. In no instance should the volume of the waste be 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 Tables 1 and 2. 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 rate prior to applying the waste. NARRATIVE OF OPERATION Page: 9 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. 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 waste, he/she shall provide a copy 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 facility to secure an update of the Waste Utilization 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 t,o meet, but not e*teed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons -per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 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. G. 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 or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be.appl'ied 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 wast6'should also be considered. Page, 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 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 from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393 - Filter Strips). 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 a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (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. Page: 10 WASTE UTILIZATION PLAN REARED SPECIFICATIONS 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 preplant 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 element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page: 12 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:ERNEST ODOM FARM 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 utilization plan for the farm named above. I (we) know that any 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 North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour storm. The approved 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: ERNEST ODOM (Please print) Signature: Date: 1G Name of,Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: (Please print)Wilson Spencer Affiliation:NRCS Phone No. Address (Agency): 84 County Complex Rd. Clinton NC 28328 Signature: Date: Page: 13 y6i s WAT RECEIVED QUALIT SECDOry JUL 3 n 1998 El\,1ERGENCY ACTION PLA-1n,Dlscha_Te permitUng PHON-E v-[,tI�MERS DWQ _ (t}14) 73-1-IMA3 ENIERGEtiCY NI.-�NAGE.MEN ' SYSTEM SWCD 91d592-7963 N-RCS 910 592-7 63 This plan wi11 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 Iisted 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. Ul 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. EvaIuate and eliminate the reasons) that caused the runoff. e. EvaIuate 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 restartin+= pumps. D: Leakage from flush systems. houses. solid separators -action include: a. Stop recycle pump. b. Stop irrigation pump. C. Make sure nc, Niphon occurs. u. Stop all tows in the !louse. hush Syate ns. LI. Squrators. e. Repair all leaks prior to restarting pumps. E: Leakage from base or sidewaIl of lagoon. Often this is seepage as opposed to flowing leaks- possible action: a. Dig a small sump or ditch awav 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 flit holes and compact with a clay type soil.. c. Have a professional evaluate -the condition of the side walls and lagoon bonom as soon as possible. 3. Assess the exient 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 propertyr�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: 919-733-394?. Your phone call should include: your name, facility, telephone number, the details of the incident from item ? above, the exact location of the facility, the Iocation or direction of movement of the spill, weather andwind 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 Iocal EMS Phone number - c. Instruct EMS to contact local Health Department. d. Contact CES, phone number - - , locaI SWCD office phone number and local MRCS 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 o1your choice to begin repair of problem to minimize off -site damage. a. Contractors Name: (2�t� b. Contractors address: 7 c.rt�r.. c. Contractors Phone: a b: Contact the technical specialist who certified the lagoon (MRCS, Consulting Ena inter. etc.) a. Name: ,µ b. Phone: " 7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage. repair the system, and reassess the %waste management plan to keep problems with re;e ase of wastes from happening again. 0 I 4 r 6 Insect Control Checklist for Animal Operations tiuurce Pause DRIPS to Coldr+tl_L_r_scels -- — - - - "Sile Specitie Practices -- - — Liquid Systems I'itrsh Gullet's • Accumulation (if solids ❑ Flush system is designed and operated v sufficiently to remove accumulated solids front gutters as designed. ❑ Remove bridging of accumulated solids jit discharge l"agoturs and HIS Crusted Solids ❑ Maintain lagoons, settling basins and pits where pest breeding is apparent to niiliintize the misting of solids to a depth of no store than 6 - 6 inches over more than 30% of surface. I'XCC!'5ivC Vegetative Decaying vegetation P' Maintain vegetative control along banks of t isutvth " lagoons and other impotmdmenls to prevent ' accumulation of decaying vegetative mailer along wales s edge on impowidnicut's perimeler. Dry Syslcuts • [:Cell Spillage t_i Design, operale ants iitaintaitrfeed syslems (e.g., butikers and troughs) to minimize the /acculiltIhition ofdecaying wastage. G' Clcan tip spillage on a routine basis (e.g., 7 - 10 day interval thi ing summer; 15-30 day interval during winler). [,'Ceti Stmage Accuinulalions of feed residues ❑ Reduce Illoisture accunurlaliott within and armnul intutediate perimeter of iced storage arras by insu'ri ig drainage away from site .uttl/or providing adequalc comainmew (e.g.. Covered bin for brewer's graii?and similar high moisture grain products). ❑ hispecl for and remove or break up ae a mudated solids in lifter strips around Cecil sltirage as needed. AMIC - Nuventber 11. 1996, rate I Source Cause DWIPS ID Control Insects" Site Specific Practices Animal I louring ArcaS Accumulations of animal wastes 13 Eliminate low areas that Irap moisture along and feed wastage fences and other locations where waste accumulates and disturbance by animals is, minimal. v D Maintain fence rows and filter strips around animal holding areas toininimize accumulations of wastes (i.e., inspect for and remove or break tip accumulated solids as needed). Dry Klanure l landlinb Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10 SYSICSns day interval during summer, 15-30 day interval during winter) where manure is loaded for land application or disposal. 11 Provide for adequate drainage around manure stockpiles. CI Inspect for and remove or break up accunsiilaled wastes in filter strips around stockpiles and manure handling areas as needed. For more infornrninn caustact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Stale University, Raleigh. NC, 27695-7613. v AA11C - NIIVLilll) r 11, 1996. Page 2 Swine `arm Waste Management Odor Control Checklist �;nnrrr cause B11IPs to Miniulicc 011412• Sile S 1ecilic 111•:I4-ticcs -i alnuteitll +— - Swine plodut ion n Vcgetativcorwondedlnlffers; fl Recommended hest nlanagemenl practices; 0 Good jndgnlenl and common sense Aninl:ll hndy,nlfares n Dry floors ------- - 1'Iuu1 '.1111.91 C'. • wcI Ilaalltlle a=l,vclL'II {h1n1's Shelled llools-. atercrs located over slolled flours; n feeders at Iligh cod of solid floors; fl Scrape manure buildup from HOOFS; n 1lnderiloor ventilation for drying I.Llwile cllllccliun pity ---• Ihinc.. fl fretplcnt manulc removal by flush, plil Icclirge, • Parllal nllcrnlli it decomposilioll or scrallc:; n l llldel floor ventilal ion ------------ V01111.11Mll cNll:fll ,l Lim -- - • Vallallic gases; --_-- - - - --- - --- -- ll.•.',full Illalli(CM111CC; - •_ .- f ills[ l4r'�Il:II7cien air ninve1new 111.1.,,,t alu fal.Ca --------� DLV3 asldo►vn letweell f;ruup,ri of:utiln:lls; - fl F l•ecll addillves; ' 94-'I"eedur divers; tYl.ced delivery du►vnspllnl cHlendcls to Icclll:r Covers 1' IIc,It WILL', -- �- Agilalilln of recycled lagoon n Mush tank covers;w-- li4plid while l:tlll:s :ill. f Illnln n Extend fill lilies to hear bolll,lll of 1.111k.% wilh allti•siphon velar I lull allcy5 Agitation during wastewaler f1 IInderflnor flush with underlllstlr veolilalinn conveyance I'll I,:ch.ultu 111M is Agitation ofrecycled lagO011 lixlend reclinge lines to near Iltlltllul ufpils - - - - -�^ ---- -- liquid While pils are lllllnl; Willa anti-sipholl VCIIIS I All Aallmrs Auilalilul Burin}; sun111 tack n Sunup lank covers filling :and dr:awduwn -t lutNijt Ilraial culletailnl Agitation sharing tvasSctvatcr N-11lx cover., _ ��-�-_��-----•------------------.~- ill Iu11LO11n I1111.CS collveyallcc Ai►II IC - Hovclnbcr 11. 1996, Page 3 Source (_iiusln IiMPs to Miliinlize (letor Site Specific Pral:lices f ild of ehaillpipes at 0 Agitation during; wastewater lixtelid discharge point of pipes underneath --- - — lal;non conveyance lagoon liquid level l.al:4lt111 511ri;1C1;5 0 Volatile gas emissions; lropier lagoon liquid capacity; • Biological mixing; P/Couccl lagoon startup procedures; • Agilation M-10ininmin surface area-ln-vollmle ralin; IGt"'Minimum agitation when.pumping; t.r "Mechanical aeration; 0 ilroven biological addIIIVCs �llliptiuu !,plinl.ler -- 0 high III Cssme agitation; lidgalc on dry clays with little or no wind, nu�rE�s • Wind dlil-t recommended operitiug pressllte; PK Pump intake liear lagoon lilguid surrarr.; Cl Lump findn second -stage lagoon Si111.11,[ t:u1k. ul Ita,iu • Palli:d microbial dec;oniposition; 11 Bottom or nlidievel load;nl;; ;u11.Y«a Mixing while tilling;; rl Tank covers; • Agitation when Cn1111ying CI Basin surface vials 4 solills; rl Proven biological adtfilives or oxidants Sculi,ll; ha�ill �nlface ---• I'allial nliclobial Ile:colupusilimi; n Extcna dra mpipe nmicis tuldelocaill litluitl --T — ------ ----- --- -- • Mixing ► wile filling; level; • Agitation when emptying 171 Remove settled solids reg;ulally hLnlwc, til+nry 411 Sludl;c Ag;ilatiun when sp eading; 11 Soil injectitat of stillry/sledges; SIIIC.Idcl e11111CIS • Volatile gas enitssioins 1-1 Wash residual manure f-om spreader after tise; n Proven hiotog;ical_ additives or oxidants I hictivClltl 11n1I1111-e. • Volatile gas emissions while f] Soil injection of slurry/sludges - SI11I1) or i11311l;e ull ticllE drying rl ;nil incnrporalion wilhin'IR Ills.; slit LI�'ct. o f`I Spread iii IIIin unifilrnl layers lily rlg,id drying;; r_l Proven biological 'addil Wes or ox [lows --OC: ll :IHInY.IkS ____---- Carcass decompositioIi 11roper disposition of caicasses --- W---..—. -----------_-. I1c.11I :11111I1.11 .II,peltiaI • (':IICaSS LICC111111111Sititlil n Complete Covering of calcasses ill bllli:ll pits; Pat-, r) Proper locationlconsirurtion ofd'espos:ll pits IIIe:nIIIpICIe CullibllSlllnl T 171 Sl'L'nH dar}' StaCl: llniiiei-S T__—Y-------- ---`------- ----- -- ,%Mc+i'-.1hivcoiber 11. 1996, Page •1 Sully ce Cuuse If NIPS to hlinilllize (ldlll' � -~ She Specific i'rarfires Stalllllllg Wvdlcr a mold • 1mptoper drainage. 11- Grade and landscape such 111at water t1fains 1�1:ililics Micrtshial decomposition of away from faciiilies organic matter �T.Lunllc [Iacl,cll u1110 foully tnailltaiued access Loads Ci Fann access road rnainten:mce pntdlt Illalh 1111ill f:1fi11 i1CCCSS Addiliun.11 11trIMIN161111 : Available l lnm : _ Smite himmic M.magetlicul ; 0200 Htlle/MvI1' i'ackcl NCSI I, {'uunly Exlension Culklci' - — - SWVil%C I'Iulbtctinn 1:a1n1 PIACtllial ()Illlr Sources and Remedies ; HIM: Fact Skeet 14CStI - HAli SWviue 1'toducliun Facility I'WIanore Management: Pil Itecllarge -lagoon Trcaunent ; EllAF 12&-$6 N� 511 - BAI. SW iLIC I'rndllc14111 1:46bly Alanllre Management: Underfloor Flush - Lagoon Treatntent ; FDA1i 129-99 NCSI I - HAE I.:igll m Design and Nlallagenlcnl lOr Livestock Mlamire'f'realment and Storage ; EBAF 103-113 N('S11 - HA 1; ('.111bla1illn orlWtuulrc .Ind Waslcwatcr Application Fiplipmenl ; EllAi' Facl Sheet 1,1('511 - 11AF ('111111ulling ( 141111s I•min Swiuc 1111ildiugs ; I'll1-33 1•ICSI I - Swine Extension Fuviiumitculal Assurance I'rngtam ; Nl'pC Manual MC I'ml, I'lotluceis Assoc ( Illtia.m rur Man;lging (Odor ; it report Iiom the Swine Odor']'ask force NCS1.1 Age I'mumunicalions 11111%.HUX (:nnCirllS i1i Arlinrll Manure Managcmcm: Orions and Flies ; 11R.0107, 1995 Conl reuce Proceedings Flislid;l ('111111clallve FNIC11%itin v J%hu 1('�- IISlvcnibcr 11, 1996, hige 5 ti Nlortality Manaclement Methods (check which method(s) are being implemented) Burial three feet beneath the surface of the ground within 2= hours after knowledge of the death. The burial must be at least 300 feet from any flowing stream or public body of water. Rendering at a rendering plant licensed under G.S. 106-168.7 Complete incineration In the case of dead poultry only. piacing in a disposal pit of a size and design approved by the Department of Agriculture r! Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animaI's value without endangering human or animal health. (W'ritten approval of the State Veterinarian, must be attac he d) ° V. Operator:EARNEST ODUM County: SAMPSON Date: 03/15/93 RECEi�r�D "Distance to nearest residence (other than owner) : W,ar�t�4��1 E) ■ I . STEADY STATE LIVE WEIGHT JUL � n 1998 O Sows (farrow to finish) X 1417 l bs . Nolf-Discifar 0 0 Sows (farrow to feeder) X 522 lbs. — g°P©mmitting 0 3600 Head (finishing only) X 135 lbs. = 486000 O Sows (farrow to wean) X 433 lbs. — 0 0 Head (wean to feeder) X 30 lbs. — 0 TOTAL STEADY STATE LIVE WEIGHT (SSLW) -- 466000 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 486000 lbs. SSLW X Treatment Volume CF/lb. SSLW Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW Volume = 486000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0 cubic feet 4. TOTAL DESIGN VOLUME Inside top: length 455 feet ; width 200 feet Top of dike at elevation 56.00 feet Freeboard 1.3 feet Side slopes 3.0:1(inside) Total design lagoon liquid level at elevation 54.70 feet Bottom of lagoon at elevation 44.00 feet Seasonal high water table elevation 52.00 feet Total design volume using prismoidal formula: SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 447.2 192.2 10.70 AREA OF TOP LENGTH X WIDTH 447 192 AREA OF BOTTOM LENGTH X WIDTH = 383 ' 128 AREA OF MIDSECTION LENGTH X WIDTH X 4 415 ISO 85952 {Area of Top) 49024 (Area of Bottom) 265830 (Area`of Midsection X 4) CU. FT. = [Area too+(4XArea Midsect'son)+Area Bottom] X Deoth/E 85952 265830 49024 2 VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 714770 CU. FT. U. R. KPAJUMtMT OF AGRIWLRILtl x1.•iuw-w Sol I twoemltian ferviee . aev. TM PLAN OF EXCAVATED WASTE STORAGE PIT NAME: EARNEST ODUM Date: 3/15/93 _ county: SAMPSON Addre88: CLINiON, NC ..........�. �. . �...�;.r...::...:„.�:�.::.,��.. 4551 L Epo N i .. � ai of eLdvi �Ta t �� 3w ; 56.o AM TV atY. /ate `11It. �r01iG11 LLR •' J' w, L '383 (SM be* for vat= eateedatiens) Use of facility: SWINE WASTE Capacity: Gallons Ft3. .. Soil Type: WAGRAM Bench Mara[ DBSCr pt On ON "PAD OF HOG HOUSE. SOUTHEAST COP.NER* ' Bottom,- Elev. 44.0 Normal Liquid Level Elev. Storage for normal Precip. (+) Ft. Maximum 'Liquid Laval 25 yr. storm storage (+) .7 F't. Crest SSW Elev. Kax.Flom Depth (+) Ft. - Freeboard (+) 1.3 Ft. Top cf Dam Elev..,,...5.6 - n_...�_ ELEV. ,64• C :...�•.;_:. a � _-__---_-_ 717a�y „,�//ERNEST ODUM CLINTON, NC 28328 ,4DUCT I ON : Erne-st Odum, plans to construct a 2100 topping operation on a 165.acre farm in the SC-1 community. He plans to pump the effluent on coastal bermuda grass. (The grass is established) OWNER REQUESTS NO SLUDGE STORAGE. SLUDGE WILL BE REMOVED AS NEEDED. SITE CONDITIONS: ---------------- The site is located on wagram soils that are relatively sloping. The nearest dwelling is approx. 1000 feet away. TYPE AND SIZE OF OPERATION 1LASS III DESIGNED BY ]ATE ;PPROVED BY DATE )ERMANENT STORAGE TOOPING (2100) 4/11/91 2100 Hogs x 135 lbs per hog 1 Cu Ft per lb. -EMPORARY STORAGE 283500 lbs of animal x 1.35 cu. ft. of waste per day per 1000 lbs of animal wt. x 180 days mINFALL LESS EVAPORATION X 144 sq. ft. surface area per 12"per ft 'AINFALL — 25 YR. 1 DAY STORM X 144 sq. ft. of surface area per 12” per ft. I 283500 Cu Ft 68891 Cu Ft 84 Cu Ft 84 Cu Ft ESIGN STORAGE NEEDED ---------------------------------------- 352475 Cu Ft PERMANENT STORAGE + TEMPORARY STORAGE + RAINFALL) 13055 Cu Yds ESIGN STORAGE AVAILABLE'------------------------------------- 0 Cu Ft 0 Cu Yds OTAL STORAGE --------------------------------=------ — 352559 Cu Ft PERMANENT STORAGE + TEMPORARY STORAGE + RAINFALL + 25 YR) 13058 Cu Ft t;zrMd� • ''� E ' ! ! � � 1 I I i I i I i I i I I 4 ! I ! I 1 I' I To or- . I E CIS 19 in Tj �? N CO CO 41 10 •. r .•'} '�.. t Y�"",f A. l� �� w'...'� Y i �.5 ..1,j��L;�v _•A. `7" '�wfts�ii'd`�..,r•'�+}i.�.•'Y�ii..� f ••..� A� t .� rMi,Yi k,,� •�y"'4�' j 4 1 .W.i � :y' 1tMJ 1r Y { � ya y � j • '1� sdp j"�i11Y_E` w !_.. 7 A'�h n f� ..t Y . �..' ' } •�f� i4 ^r n . ia�.t . � '�. .rt 1 a� • r Y'r'' ��1r� { �- i.W. � L.'�'�' T ' � t 4 f• R. #. �r ,. f.s• W,� 4 `' 'r a`, ,r ,}�. f � �I-�. �.I^ a "11,ilE ll!Y°' .. • ors �. _ ,.�• . �V. Ll�4 - .1{w T' I .. i�,� "fit.• .. ♦' , - •4. �f .. �.: !. w.b:` i, � a RECEIVF-D WATFP rat.iAL' Y,9 -60N • OPERATION & MAIN -I ENANC:E PLAN JUL 3 n 1998 Proper lagoon liquid management should he a year-round priority. It 115'0niP0Pflr9AferFTdftfng important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should've available In the lagoon for periods when the receiving crop is dormant.(such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level, as long as ,.he weather and waste utilization plan will allow it. �N`aiting until the lagoon has reached its ,maximum storage capaclty before start ne to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a vio'ation of state law and subject to penalty action. b Tile routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudzgrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to ,maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This rrrnay be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOT E: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of I he lagoon and at least monthly and after major rainfall and storm events, Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —loos: for: 1. separation of joints 2, cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface —look: for: 1, undesirable vegetative grovr•th 2. floating or lodged debris Emb_ankment---look for: _ 1. settlement, cracking, or "jug" holes 2. ! side slope stability --.slumps or buigps 3. 1 wet or damp areas on the bail•: slope •4. erosion due to lack of vegetation or as a res.-it of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave a. —Lion caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidzwall, baffles in the lagoon may be used to reduce -the wave impacts. Any of these features could lead to erosion and weakening of the Clam. lr your lagoon .has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary i'ix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equiprm nt is a serious undertaking with potentially serious consequences and should no, oe conducted unless recommended by an appropriate technical, expert. Transfer Pumps --check for proper operation of, 1. recycling pumps .2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, ora large amount of vibration,- may indicate that the pump is in reed or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumpirig system maintenance at a time when your lagoon is at its low level. This will allow some safety :ime should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or bcrrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is Tull also. You should consider maintaining an inventory of spare parts or pumps.. Surface water diversion features are designed to carry a// surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoft� away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3.! ridge berm height I identified problems should be corrected promptly. It is add' isable to inspect your system during or immediately following a•heavy rain. 4f technical assistance is needed to determine proper solutions, consult with appropriate experts. You sho4ild record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assurr;es there is no pumping):' This will give you an idea of how rnUCh your lagoon level w 'tll rise with a certain rainfall amount (you must also be recording your rainfall for this to work;. Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may . have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: Immediately after construction establish a complete sod. cover on bare soil surfaces to avoid erosion. 2, rill new lagoon design treatment volume at least halt ruii Af water before waste loading begins, taki,ng•care not to erode lining or bank slopes. .3. Drainpipes into the lagoon should. have a flexible pipe.extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means or slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new•lagoons in the Spring to maximize bacterial establishment (due to warmer weather). S. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.23 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. if the pH falls below 7.0, add agricultural lire at the rate of I pound per 1000 dubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and -8.0. 7. A dark color, lack of bubbling, anc excessive odor signais inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading. The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each flay, also work well. proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an ap.propriatefy designed basin, or - minimo-zing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long :err" will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. mix the sludge and lagoon liquid with a chopper-agi:aror impe.Ha- pump through large -'bore sprinkler irrigation system onto nearby crop?and; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropi iznd or forageland; mix rernlaining sludge; pump into liquid sludge applicator; hat! and spread onto Cropland or rorageland; and soil incorporate. Dewater the upper part of 'lagoon by irrigation onto nearby cropland or t'orageland; dredge sludge tram lagoon with dragline or sludge barge; berm an area beside lagoon to receive th'e sludge.so that liquids can drain back "into lagoon; allow sludge to dewaimr; haul and spread with manure spreader into cropland or forage!and; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The appli4ation of the sludge to fields wi'i be limited by these nutrients as well as any previous waste applications to that field ar,d crony .requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. 1 you see soil material or the synthetic liner material being disturbed, you should stop t,�e activity immediately and not resarne until you are sure that the sludge can be removed without liner injury, if the liner is damaged it must be repaired as soon as possible. Mudge removed from the lagoon has a much higher phosphorus and heavv rneta!'content .han liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soii-test phosphorus, it should be applied only at rates equal to the crop removal of phospho%;.q. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. The application of sludge will increase trig amount of odor at the v.aste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Practice water conservation -minimize building %A,2ter.usa a and spillage fronn leaking waterer:; broken pipes and wasndown through proper maintenance ar•,d water conservation. Minimize teed wastage and spitiage by keeping feeders adjusted. This will reduce the amount of solids eni4ering. the lagoon Management; Maintain lagoon liquid level between the permanent storage level and t.ie full temporary sto-age level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the.maximum liquid lever (Figure 2-1). `tart irrigating at the earliest possible date in the spring based on nuts ient requirements and soil moisture so that temporary storage w A-11 be maximized for the summer thunderstorm sea -son. Similarly, irrigate in the late summer/early fall to provide riaximum lagoon storage for the winter. o The lagoon liquid level -should never be closer than 1 foot to the lowest point of the dam or emi.-anl m6rit. Do not pomp the lagoo6. liquid level lower -that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmeed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequent lyremove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegeta`ion, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to gro%v or lagoon darn.or emba^krnent. Remove Sludge from the lagoon either when the sludge storage capacity is cull or before it fills 30 percent of the permanent storage volume. If animal production is to be terminated, the owner is respon5ibie for obtaining and implementing a closure p.an to eliminate the possibility of a pollutant discharge. e Sludge Removal: . Pate of lagoon sludge buildup can be reduced by: P05sible Causes of 1 aap4n Failure Lagoon failures result in the unplanned discharge J ,� , A rG. St_LL'2, irvrrj 1. e sirUr!�frp. TYppr of tailures i^Clude leakage thr0,igh the bottom or -!oc ove.'.r ^1r r �., r1 ! Si:� 7r.! and y,'a of tin pr0^�.?rersurmg G?Sl�rl c�i�C CG�S:r::C'li0r• i�`E'. Q'.'�7?r•t ray t'no .r�:�..-, 5�''il�`�' .. C :i'PSat@ V. liPm5 w h;Cn MaY M0d"'iCa',i0:' of t' a lagoon 5.r .:i i:'-"`�--Zf uXa:' r. G r in the dam wi,'ho-_: rooer design a ^5+ C-� � �� , .�.��r� C, a nib? _ Q c'0.:;.-uri...' ,• zr.s:_ , an ex"•cr; it .avcnn desicrn before piaC:rg a ,y ninonJ i^ :' .i ?r ✓ r wit �U'."on i ll�!,Jid e-v'7.is"`^hign ieve: s are a :fz.�F r' k' Failure -to inspe, and malr-l4ln na dFfr. • 1["@r Inte rl y'--1 r I@. I.'C-'n ir:iei Ripe sco�;ring, da'TMa e Curkng Sludrea removal, or ru ture -rorn lo'vverir'g iagcon l;�',jid iElrC+l riv^1V "C �f �',P,•aiGt tadie. NOTE: if lagoon water is allowed !Ovverop the dam, the rnoving water will so^n cause gy1lies to form in the dam. Once Hs, damage_starts, it Can qtliCe:iV cdLSC a large discharge at wastzwater and possible dam failure.. g` 10/08/9B 11:17 FMHA*AL.TURAS 4 919 733 0719 902 3 3 I r NATURAL RESOURCES CONSERVATION SERVICE UNITED STAFFS 84 COUNTY COMPLEX ROAD DEPARTMENT OF CLINTON, NC 28328 AGRICULTURE PHONE (919) 592-7963 ---------------------------------------------------------- To: JR Joshi, NCD From: Dawn willia so Subject: Additional Information Request 'Application # 92-0122 The waste utilization plan for thi� operation is not based on a rotation. The producer has t�e option to plant corn or goybeanc in any year on any field. The field acreage is split in this plan aimilarly to the rotation schedule, but only to show all the crop/field combinations. A winter annual will be planted each winter pumping deacon and is designated in this plan by the SG code using 50 lbs of N per acre. This accomplishes any reduction of N needed following the soybean crop because -nitrogen may be applied at a rate of 100 lbs. to a winter annual. This is a valid WVP, signed by a technical specialist, and does not require any revision. If;alter reading this letter, you still cannot issue a permit to this producer, please have your supervisor contact our office. cc: Fayetteville Regional office, �Jater Quality 10/0e/913 11:16 FMHA«ALTURAS ; 919 733 0719 Doi e State of North Carolina orrQH FoRm (.?-W) Department of Environment FAX TRANSMITTAL rdvF ' and Natural Resources Division of Water Quality o,r. James B. Hunt, Jr., Governor Po r Fey 0 Wayne McDevitt, Secreter� NBN lane-a1-a,7..TIM Seas-IM 01MRAL SMACE8AGA A. Preston Howard, Jr., P,E., Director -�%Z.-111111M I September 10, 1998 CERTIFIED MAdL _FICEIPT REQUESTED Ernest Odom 4740 Roseboro Hwy Clinton NC 28328 Dear Ernest Odum: NC rH CAROLINA Dr-PArNMEW (51F ENviRoMMIrNT AND NATURAL RzaeuRoms Subjaet; Application No.. 82-0122 i Additional Information Request Ernest Oduin Farm Sampson County The Non -Discharge Permitting Unit has received additional information regarding your permit application. Additional clarification is requirod before we can continue our review. PVase address and submit the following information by 0otober 30, 1998: ; 1. Your waste utillration plan is based on acorn -small grain -soybean rotation. Animal waste is saheduied to be sprayed on core from March to June, on soyboans from -April to August and small grains from September to May. Nitrogen residuals from the soybean croopp inust be accounted for In the cropfallowing soyb e*ns. Please clarify if the small grains or corn is the Immediate Crop Al by soybeans. Antplease verify whether (and b how much reduction has been taken in N application rate to this crop, Also, please verify i apt"'" proprlate a ac y re tion in soybean has been taken into account b�yuse of double -cropping. Please consult your technical specialist to include such information in Table,I or as part of your narratives. Please note that all revisions or ametedments made to the waste cstllit aden plan (WVP) or a portion thereof are required to he signed and darted by both floe landowner and die Technical Specialist before they are submitted for review. Please reference the subject permit a placation number when providing the requested information. All Information should be signed, sealed, and su mined in duplicate to my attention at the address below. The Information requested by this letter must ba submitted on or before October. 30, 1998 or the Division will return yyour application as incomplete in accordance with i SA N.G.A.C. 21-1.0200 and your facility will be considered to I operating without a permit. Please be advised that operation of the subject animal waste management system without a valid permit is a violation of North Carolina General Statute 143.2 15.1 and will subject you to the enforcement authority of the Environmental Management Commission. If you have any questions regarding this request, plodso call me at (919) 733-5083, extension 363. Sincerely, : JR Joshi Soil Scientist Non -Discharge Permitting Unit car Fayetteville Regional Office, Water Quality Permit File P.O. Flax 29635. Rafe!gh. North Carolina 27626.0838 ! Telephone 919-733-6083, FAX 919.733.0711) An Equal Opportunity Affirmative Action Employer ; M recycled110% pool-oonsumor paper