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HomeMy WebLinkAbout310432_HISTORICAL_20171231V NUHIHUAHULINA Department of Environmental Qual ���I�If I�I�CII _ `T ■ � f� T� � i ^� � __ � �-�i :. :� s ._. r '�--�_�- .�. _ •�u.- .•�. -_ �� - --A' t-) . a C-JL - (,I;;- L- F, ) �5 I — ( -,* I-- ,f (Ave /L)ars-4-"7 ae,z ) joL�rs�vl,j ze'l OZ7" &e) 9 (.0- -/f 3 Z- :'� �t� -•.�_ ,war, -+ram r.` l _,. �,... 4" _ '*�-' oft` �'r.. _'- - ■�rw.,•c� � '���Y.ys y ` a-`�� _- —• L'= i t-,o 4,,�d 6,,±- P- ) 6r-v-e /C A-)Vr-� r� !�- �, 47,x;,, ;a / -e o I 01D I 5a)-, - vl� PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number: 31-432 Facility Name: Elder Crook 1 Certified Operator Name. JB Stroud County: Duplin Operator Number: AWA 18 162 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to [he lowest point on the top of the dam for lagoons without spilWays; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon 1 Lagoon 2 - Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: Lag I Spillway(Y or N): N Level(inches): 14 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. Liqu id level Is with i n the 25 year 24 hou r storm elevations fo ' r 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 Isa 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 fro 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: 712J2013 I hereby certify that I have reviewed the Information listed above and Included within the attached Plan of Action, and to tho beat of my knowledge and ability, tho Information Is accurate and correct. JB Stroud Phone: Facility Cwner/Manager (print) (01.1 K ta� Date: eA6--C-f 1z I lity OwneriMana"Ignature) : r 910-271-1564 7/11/20113 Il. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. StructurelD: Lagoon I line m = 157.6 1b PAN 2. Structure ID: line rn = lb PAN 3. Structure ID: line rn = ]b PAN 4. Structure I D: line m = lb PAN 5. Structure I D: line m = lb PAN 6. Structure ID: line m = lb PAN n. lines 1 +24- 3+4+6+6= 157.6 lb PAN Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. 2 PAN balance BALANCE FOR (Ib/acre) fIELD jibs.) column r x a Olklktj UU I I W I L ul up tv lu 11 IIJ uppiludUVI I UdLU U1 I MAI W Up dRFJ11UU1JV11 Utey 111FA I ly UOW TQ1 WVallaUle receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) 1500.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANeE w. Total PAN to be land applied (line n from auction 11) = 157.6 lb. PAN PoA (30 Day) 2/21100 x. Crop's remaining PAN balance (line v from section 111) 1500.0 1b. PAN y. Overall PAN balance (w - x) a M-42 lb. PAN Line y must show as a deficit. If line y does not show as a defIcit, list course of action here including pump and haul, depopulation, herd 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 table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the Ireceiving facility. I I rrigation onto eXiStIng spray fields wil I continue as weather and field cond itions permit. Add itional land is available for pumping If needed, Producer has taken a new waste sample, POA can be updated with the current anay;sis as soon as it Is pouted online. PoA (30 Day) 2/21/00 4 0 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/identifier (ID): 75550—ul 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker inches b. designed 25 yr./24 hr. storm & structural freeboard inches c. line b - line a flnches in red zone) = 5.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) ft2 e. line c/12 x line d x 7.48 gallons/fe 272967 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage pedod according to structural design days g. volume of waste produced according to structural design h. current herd# certified herd actual waste produced = current herd x line g certified herd # 1. volume of wash water according to structural design 1. excess rainfall over evaporation accord Ing to design k. (lines h + i + J) x 7.46 x 30 days/line f= 4. 7ctal; PAN to be, land applied during draw down period 1. current waste analysis dated J_ 214/20173 m. � (lines e + k)11 000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 20/00 532 80 ft' f? ft3 77331 gallons lbs/1000 gal, 167.6 lbs. PAN 1. ��W'SW E)A V/0", PLAN OF ACTION(Poe) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number. 311-432 Facility Nerne: Elder Crook I Certified Operator Name: JB Stroud County: Ouplin Operator Number: AWA 10162 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 I Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon Name/ID: Ug I Spillway(Y or N): N Level(Inches): 10 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 Acilon 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 DVVQ prior to transfer of waste to a site not covered in Me facIlity's CAWIVIP. Operation will be partially or fully depopulated. *Attach a complete schedule with corresponding anlmal units and dates fro depopulation *If animals are to be moved to another permitted facility, provide facility number, lagoon freeboard feve15 and herd populaUon for the receiving facility 3. Earliest possible date to begin land applicatlon of waste: 71212013 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. JB Stroud Phone: 910-271-1504 acillty Owner/M rper (print) cev'� Date: -W�� ------Pecillty Owner/Manager ure) III 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'! line m = 206.8 lb PAN 2. Structure ID: line M a lb PAN 3L Structure ID: line rn = lb PAN 4. Structure ID: line rn = lb PAN 5, Structure 10: line m = lb PAN 6. Structure 10: line m = lb PAN n. lines 1 +2+3+4+6+6a 208.8 lb PAN Ill. TOTAL PAN -BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. 00 NOT LIOT FIELDS TO WMIGH PAN IGANNUT Old APPLIEV UUMNU TM13 30 DAY PLKIUU. p. field 0 q. crop r. acres , Is, remainlrig IRRit TOTAL PAN ju. application wirldowl 2 PAN balan @ BALANCE FOR (lb/wm) FIELD jibe.) I I cwummrxs IT2933 1 41Bermuda 1 1 A31 200.001 286.0lMarch-SePt Q16aM 61611 1 VI It %,I NJF Of IU191%j OFFIIUULIWI I Unto UPI In^% %A VF IMPPOINfamn I wakill IN IPII%j Wom IWI N;NT=II0WIU receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column Q a 288.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN EkALANCE w. Total PAN to be land applied (line n from section 11) a 208.8 1b. PAN PoA (30 Day) 2121/00 - it,:, x. Crop's remaining PAN balance (line v from section 111) 286.0 lb. PAN y. Overall PAN balance (w - x) = =7 1b. PAN Line y must show as a deficit. If line y does not show as a deficit, list course of action here Including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new Information. If now fields are to be Included as an option for lowering lagoon level, add these fields to the PAN balance table and recalculate the overall PAN balanci. If animal waste is to be hauled to another permitted facility, provide Information regarding the herd population and lagoon freeboard levels at the receiving facility. I rrigallon onto existing spray fields will continue as weather and field conditions permit. Additional land Is available for pumping if needed. Producer has taken a new waste sample, POA can be updated with the current anaylels as soon as it Is posted online. PoA (30 Day) 2121/00 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Nameildentifter (113): 1 Lagoon I 2. Current liquid volume in 25 yr,/24 hr. storm storage & structural freeboard a. current liquid level according to marker b. designed 25 yr.124 hr. storm & structural freeboard c line b - line a (inches in red zone) = d. top of dike surface area according to design (area at below structural fireeboard elevation) line c/12 x line d x 7.48 gallonsife 3. Projected volume of waste liquid produced during draw down period f. temporary storage pariod according to structural design 1 12.0 inches I 19-011nches 7.0 Inches 1 87583 ft' 382154 gallons 1 180 days g. volume of waste produced according to structural design ft3 h. current hard # certified herd # actual waste produced = current herd x line g 153280 ft' certified herd # 1. volume of wash water according to structural design 1. excess rainfall over evaporation according to design k. (lines h + i + J) x 7.48 x 30 daysAlne f-- 4. Total PAN to be land applied during draw down period 1. current waste analysis dated 2/4120131 rn. ((lines a + k)/1 000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 2/211100 01ft3 87501fl, 77331 gallons lbs/1000 gal. 206.8 lbs. PAN r 11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS FOR ALL WASTE STRUCTURES FOR FACILITY i. structure ID: Lagooni line I = 122075 gallons 2. structure ID: line I = gallons 3. structure ID: line I = gallons 4. structure ID: line I = gallons 5. structure 10: line I c gallons 6. atructure I D: line I = gallons n. IIn9s1+2+3+4+3+6a o. line n 127164 a 122075 gallons 4.60 acre -inches Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD112 'While this section deals with hydrau Ile loading capacities, applications cannot exceed agronomic rate for receiving crop according to Its certified waste plan. 2 Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. . mum W(lb/scre) u. mma-Ining IRR-2 PAN 'balinm x. total acme available during 5 day dnm down (sum of column Q a 6.95 acres IV. FACILITY'S POA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE PoA � Day) 2A 0.65 Inches per acre to be applied within 5 days line x If unable to land apply hydmulic load listed In line y, list course of action here Including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, 1. Describe moisture conditions of fields? (e.g. Is them water standing in field; does Irrigation equipment mar down In field* "trafficabil ItV' across solisp wIll soils absorb appilcation without runoff, etc.) 2. Date and amount of last rainfall event? DATE: I soil AMOUNT: I linches appl�lng the volume line 'W' at aouropriate seasonal (I. a. winter)-opollcation rates within 6 days? S. Irrigation edule for next 5 days - Include daily schedule; proposed -application rates and amounts per Irrigation event, changes made In gun sizes, nozzles, "o" rings, operating tIme, travel speed, etc. to intormation PoA (5 Day) 2/21/00 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES FIVE (5) DAY DRAW DOWN PERIOD 1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure NanWidentifier (ID): �() �on I 2. Current liquid volume in structural freeboard a. current liquid level according to marker Inches b. designed structural freeboard zone ��Inches (Normally 12 Inches or greater) c. line b - line a (inches within structural freeboard) 2.0 inches d. top of dlke surface area according to design (area at below structural freeboard elevation) 875831ft2 line c/12 x line d x 7.48 gallons/ft' 109187 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design days g. volume of waste produced accordlrg to structural design h. current herd# oartlfled herd # actual waste produced = current herd # x line g 53280 it' certified herd # 1. volume of wash water according to structural design ft3 excess rainfall over evaporation according to design r 8750 1ft' k. (lines h + I + J) x 7.48 x 5 days/line f 12888 gallons 4. Total volume of wasts to be land applied during 5 day draw down I. total volume to be land applied line a + line k a 122076 gallons REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below) PoA (5 Day) 2/21/00 PRODUCER: LOCATION: TELEPHONE: TYPE OPERATION: JB Stroud - Elder Creek #1 315 JB Stroud Rd. Magnolia, NC 28453 (910) 296 3090 wean - feeder NUMBER OF ANIMALS: 3120 (Design Capacity) RECEIVED I DENR I DWO AQUIFr-RPPnTFr.T1nNAFrT10N MAR 2 7 2009 �Uoq The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual sail 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. Always apply waste based an 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. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. 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 OEM regulations. Wind conditions should also be considered to avoid ddft and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a grovVing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. 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. Attached you vdil find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 21-11.02117 adopted by the Environmental Management Commission. Page 1 V1 1" 3,120 animals X QA2 (tons) wastalanimal/year = Amount of Plant Available Nitrogen (PAN) Produced Per Year 3,120 animals X 9AI lbs. PAN/animaltyear Guide Std. 633) 1,310 (tons) waste/year. 1,498 lbs. PAN/year. (PAN from N.C. Tech 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 and surface application: ?'able 1: ACRES OWNED BY PRODUCER Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of # No. Type Per Acre Utilized Application T261 8 1 GOA Bahai(G) 275 6.95 1911.25 March - Sept. T2618 I GoA Small Grain(G) so 6.95 347.5 Sept -April 91W OPTIONAL LAND IF NEEDED LEASED L AND -T298a 1 AuB Bermuda 1 235 7.50 1762,5 March - Sept. T-2913a 1 AuB Small Grain(0) 50 7.50 375 Sept - April 7,Q 5 97 0 0 0 0 0 I otal to-'ral Z'Zoo-fo *This N Is from animal waste only. ff nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N mugt be based on realistic yfeW o=ectation, NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N requirements. Beginning In 1998 the Coastal Zone Management Act will require farmers In some eastern counties of North Caroline to have a nutrient management plan that addresses aff nutrients. This plan only addresses Nitrogen. Page 2 4. Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowner must be attached) (Required only If operator da4w not own adequate land [see Required Specification 21) J00 Tract Field Soil Crop Lbs. N Lbs. N Month of # No. TvDe Per Acre* Zoe- �es Utilized Awfication - p Additional Land tional * See footnote for Table 1 - Total Totals from above Tables 1 3.411 I,IZ7.13 I Acres Lbs. N Utilized Table 1 6.95 2.259 Table 2 OPTIONA Total 6.95 2,259 Amount of N Produced 1.498 Surplus or Deficit (761) NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrknt rich and will require precaudonary measums to prevent over applicaUan of nu&ftnt or other eiGments. Page 3 See attached map showing the flelds to be used for the utilization of waste water. Application of Waste by Irrigation Field Soil Type Crop Application Application No. Rate jIn1HQ Amount (In.) 1,1 AuB 113asture 0.6 .5-1 THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TA13LE WILL BE NEEDED FOR DRY LITTER OR SLURRY. Your facility Is designed for L8D days of temporary storage and the temporary storage must be removed on the average of once every 6 MONTHS. In no instance should the volume of waste being stored In your structure exceed Elevation -*,gee la -goon desion, Call the local Natural Resources Conservation Service (fonnerly Soil Conservation Service) or Soil and Water Conservation District office after you receive the waste analysis report for assistance in determining the amount per acre to apply and the proper application rate prior to applying the waste. Narmtive of operation: Acres shown are *etted' acres. Leased land will be aelied to if needed with a honey wagon, therefore the acreage shown is 100% effective area. Page 4 0 REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water Is prohibited. 2 There must be documentation In the design folder that the producer either owns or has an agreement for use of adequate land an 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 utilizabon, 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). 6 Odors can be reduced by injecting the waste or disklng 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 pmne to flooding. (See "Weather and Climate In North Carolina" for guidance.) Liquid waste shall be applied at rates not to exceed the soil Infiltration rate such that runoff does not occur offsite or to surface waters and In a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. Page 5 REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied an 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 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 prop" boundary and from any perennial stream or river (other then 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 then 200 feet of dwellings other then those owned by the landowner. 14 Waste shall be applied in a manner not to reach other prop" and public right-of-ways. 15 Animal waste shall not be discharged into suftce waters, drainageways, or wetlands by 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 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 courses 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. Page 6 'il —�7 7 U 4.� lop" MM"15, REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. 18 If animal production at the facility Is to be suspended or terminated, the owner is responsible for obtaining and Implementing a "closure plan" which will eliminate the possibility of an Illegal discharge, pollution and erosion. 19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site, 20 Animal waste can be used In a rotation that includes vegetables and other crops for direct human consumption. However, If animal waste is used on crops for direct human consumption It should only be applied pre -plant with no further appliceflons 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 malntain 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 annuafly at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soil shall be monitored and altemative crop sites shall be used when these metal 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 (6) years. 23 Dead animals will be disposed of In a manner that meets North Carolina regulations. Page 7 4, Name of Farm., Elder Creek #1 Owner / Manager Agreement I (we) understand and will fbilow and Implement the specifications and the operation and maintenance procedures established in the approved animal waste utilizatlon 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 requfre a new certification to be submitted to the Division of Environment Management (DEM) 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 DEM upon request. Name of Facility Owner: JB Stroud, Jr. 09830 pryno r S I g n atu r a 9.., - A Date: Name of Manager (if different from owner): Signature: Date: Name of Technical Specialist: (Piesse pdnt) Kraig A. Westerbeek Affiliation: Murphy Family Farms Address (Agency): Slgna P.O. Box 759 Rose HIII, NC 28455 ... ......... o re: 11710 2 r Page 8 Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: JB Stroud Address: 315 JB Stroud Rd. Magnolim, NC 2M3 Telephone: (910) 296 1564 Table I - Field Specifications Approximate Maximum Useabte Size Field of Field County: Duplin Date: 07/31/2000 Revised 3117/2003 Maximum Maximum Application ApplicatJon per Irrigation Rate Cycle 11111K=111INU moype slope 1% Crop(s) (In/hr) n es Comments Sheet2 TABLE 2 - Travelling Irrigation Gun Settings make, Model and Type of Equipment: 2.5w Traveller Field No. Travel Application TRAVELLANE Wefted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrsnt No- ftminl (inthr.) Width(ft.) Lenath(ftl (feet) (inrhesl at Gun(DSil at reel(osi) Pattern Comments - Acres ner aull Sheet4 TABLE 4 - Irrigation System Specificadons Traveling Solid Set Inigation Gun Irrigation Flow Rate of Sprinkler �gpm) 115 Operating Pressure at Pump (psi) 101.2 Design Precipitation Rate (inthr) 0.30 Hose Length (feet) 850 xxxxxxxx Type of Speed Compensation Mechanical xxxxxxxx Pump Type (PTO, Engine, Electric) Engine Pump Power R292irement. (hp) 13.6 TABLE 5 - Thrust Block Specifications THRUST BLOCK LOCATION AREA (sq. ft.) 90 degree bend 3.29 Dead End 2.33 Tee 1.63 Gate Valve 2.33 45 degree bend 1.77 Page 10 Sheet5 IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Murphy Farms Address: PO Box 759 Rose Hill, NC 28458 Phone: (910) 289 2111 1 Required Documentation The following details of design and materials must awompany all irrigation designs: v3//7 /0 --� 1. A scale drawing of ft proposed Irriptim system wbich Includes hydrant locations, pipelines. thrust block locallcons and buffer areas where applicable. 2. Assumptions and corriputations for determhhg total dynamic head and horsepower requirements. 3. Computations used to determine all malrillne and lateral pipe sizes. 4. Sources ancilor calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks wW Illustr2fi" of all thntst block oonfigurations required in the system 6. Manufacturees specfficab= for the Irrigafim pump, traveler and sprinkler(s). 7. Manufactureft specifications for the Irrigation pipe andAor USDA-NRCS starWard for IRRIGATION WATER CONVEYANCE. a. The Informatlon required by this form are the minimum requirements. it Is the responsibility, of the designer to ooraider ap relevant factors at a particular site and address them as appropriate. 9. irrigation pipes should not be installed In lagoon or storage pond embankments vAU=t the approval of the designer. NOTE: A buffer strip of 50' or wider rnust be maintained betmen the limits of the irrigation system and all perennW strearns and surface waters per NC Statutes. Sheet6 Narrative of Irrigation System Operation Field 2 has been added to the wetted acreage determination, and will be irrigated with a hardhose traveller. SB 515 setback requirements apply to this field, however, the third party agreement takes property line setbacks out of consideration. There are no wells or residences in the vicinity of the new fields. The only setback applicable is a 75'setback from Interstate 40. The equipment used in this design is the same equipment as used in the wetted acreage determination. Sheet7 CALCULATIONS Sprinklgr Spm1ficafigns Sprinkler Type: Nelson 100 Nozzle Size: 0.857 Inches Sprinkler Pressure: 50 psi Flowrate(GPM): 115 gpM Wetted Diameter: 240 feet Desired Spacing (%): 70% Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 21T pieces, so round,to the nearest multiple of 20. Actual Spacing (feet): 180 feet Actual Spacing (�Q: 75% Application Rate = (96.3xFlowratey(3.1415x(.9xradius)squared) Design App. Rate = 0.30 In/hr 300 degree arc = 0.36 in/hr 220 degree arc = 0.49 In/hr 180 degree arc = 0.60 in/hr Trayg[ler Speed Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.75 inches 300 degree are = 1.37 ft/min 220 degree arc = 1.64 ft/min 180 degree arc = 2.73 ftJmln Mainline Y-elarby Velocity = .408 x Flowrate / pipe diameter squared feet/sec." "For buried pipelines, velocity should be below 5 feet per second Pipe size: 4 Inches Velocity= 2.93 ft/sec. Page 13 Sheet7 MaximUM Mainfing Eriction Lggs Most distant hydrant: 3 Total distance: 1300 feet Friction Loss Is figured using HazenNVIIIJarn's Equation Friction Loss= 0.75 feet/1 00 feet Max. Mainline Loss = 9.7 feet 3:l;tjaJ Dynamic Hand or 4.2 psi Sprinkler Pressure: 50 psi Loss through traveller: 40 psi Elevation head: 0 psi Mainline loss: 4.2 psi Suction head and lift: 2.2 psi 5% fitting loss-, 4.8 psi TOTAL(TDH) - 101.2 psi or 233.8 feet Ho[Aepgwer Requirqd Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeclency Pump Description: Berkeley 82.5 Pump Efficiency: 50% orsepower Required: 13.6 Hp 1hrust alockft Thrust Block Area = Thrust I Soil Bearing Strength Thrust, 2800 feet Soil Bearing Strength- 1200 feet End Cap: 2.3 ft2 90 degree elbow: 3.3 ft2 Tee: 1.6 ft2 45 degree elbow: 1.8 ft2 PLpe Pressure Rating Check Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 101.2 psi 70% of Pressure Rating: W psi If Max. Pressure on system Is less then 70% of Pressure Rating, OK Page 14 1� FROM rl� PRODUCER: JB Stroud - Elder Creek #1 LOCATION: 315 J13 Stroud Rd. Magnolia, NC 28453 TELEPHONE: (910) 296 3090 TYPE OPERATION: wean - feeder NUMBER OF ANIMALS: 3120 (Design Capacity) The waste from your animal facility must be land applied at a specifiecl�rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application 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. 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. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally wasteshall not be applied to land eroding at greater than 5 tons per acre per year. With special precautions, waste may be ap p I ied to la n d erod i n g at up to 10 tons per year. Do not apply waste on satu rated soi I s, 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 DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. 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 t your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 21-11.0217 adopted by the Environmental Management Commission. Page 1 9 /Alp I 0 I AmoUnl-of 3Naste ProdurAd Per Year (galloi3s. ft-tons, etcJ 3,120 animals X DA2 (tons) waste/animallyear Amount of Plant Avallable Nitrogen (PAN) Produced Per Year 0 1,310 (tons) waste/year. 3,120 animals X I" lbs. PAN/animallyear 1,498 lbs. PAN/year. (PAN from N.C. Guide Std. 633) Tech 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 . I The following acreage will be needed for waste application based on the crop to be grown and surface application: Table 1: ACRES OWNED BY PRODUCER,, Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of # No. Type Per Acre Utilized Application T2618 1 GoA Bahai(G) 275 6.95 1911.25 March -Sept. T2618 I GoA Small Gralin(G) 501 6.95 347.5 Sept - April OPTIONAL LAND IF NEEDED 7 LEASED LIAND T2933 1 AuB B e r m u d a (ESP,), ((VW �3 235 7.50 1762.5 March - Sept. T2933 1 AuB Small'Grain(0) 50 7.50 375 Sept - April 01 0 0 0 0 Total 2,253.75 *This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N mUst be based on real/sUg ZW4 aWgrfallon. NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowner must be attached) (Required only If operator does not own adequate land [see Required Spdclflcallon 21) 5 re'r L 0 4r .0 CPO Tract Field Soil Crop Lbs. . N /A, s- �es Lbs. N Month of # No. Twe Per Acre* Utilized ADDlication Additional Land - Optional * See footnote for Table 1. Total I _ 3.4711,127.751 Totals from above Tables Acres Lbs. N Utilized Table 1 6.95 2,259 Table 2 OPTIONA - Total 6.95 2,259 Amount of N Produced 1 498 Surplus or Deficit I NOTE. 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 nutrient or other elements. Page 3 93 See attached map showing the fields to be used for the utilization of waste water. Application of Waste by Irrigation Field Soil Type Crop Application Application No. Rate (InII-16 Amount (In-) THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every § MONTHS. In no instance should the volume of waste being stored in your structure exceed Elevation *see lagoon design. Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water Conservation District office after you receive the waste analysis report for assistance in determining the amount per acre to apply and the proper application rate prior to applying the waste. Narrative of operation: Acres shown are 'wetted' acres. Leased land will be applied to if needed with a honey wagon, therefore the acreage shown is 100% effective area. Page 4 'A -IdT �gj �Jfl I I �q'� REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of 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 so!] 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 applicaiion 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. Page 5 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 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. I I Any now 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 then 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, dralnageways, or wetlands by discharge or by over -spraying. Animal waste may do applied to 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 courses 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. Page 6 r� REQUIRED SPECIFICATIONS (continued) `17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist shouW 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 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. Pumpling 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 soil shall b6 monitored and alternative crop sites shall be used when these metal 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 7 Name of Farm: Elder Creek #1 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 Division of Environment Management (DEM) before the new animals are stocked. I (we) also understand that there mu�t 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 DEM upon request. .1 Name of Facility Owner: JB Stroud, Jr. (Please print) Signature- Date: :5 zZ2 1 3 Name of Manager (if different from owner): Signature: Date: Name of Technical Specialist. (Please print) Kraig A. Westerbeek Affiliation: Murphy Family Farms Address (Agency): P.O. Box 759 Rose Hill, NC 28458 Signati, e Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: JB Stroud County: Duplin Address: 315 JB Stroud Rd. Magnolia, NC 28453 Date: 07/3112000 Telephone: (910) 296 1564 Revised 3/17/2003 Table I - Field Specifications Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle �Hzloiw) Soil Type Slope % Crop(s) (Inthr) (inches) Gomments IV. Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 2-5" Traveller Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrant No. Mmini (in/hr.) Width(ft.) Lenath(ft) (feet) finches) at Gun(osi) at reet(Dsi) Pattern Comments - Acres oer oull WWII Sheet4 TABLE 4 - Irrigation System Specifications Traveling Solid Set Irrigation Gun Irrigation Flow Rate of Sprinkler (qpm) 115 Operating Pressure at Pump (psi) 101.2 Design Precipitation Rate (In/hr) 0.30 Hose Length (feet) 850 xxxxxxxx Type of Speed Compensation Mechanical xxxxxxxx Pump Type (PTO, Engine, Electric) Engine Pump Power Requirement (hp) 13.6 TABLE 5 - Thrust Block Specifications THRUSTBLOCK -LOCATION AREA (sq. ft.) 90 degree bend 3.29 Dead End 2.33 Tee 1.63 Gate Valve 2.33 45 degree bend 1.77 Page 10 Sheet5 IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Murphy Farms Address: PO Box 759 Rose Hill, NC 28458 Phone: (910) 289 2111 Required Documentation The following details of design and materials must accompany all irrigation designs: 13//7 /0 �i> , 1. A scale drawing of the proposed Irrigation System wNch includes hydrant locatk3ns. pipelines, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining totad dynamic head and horsepower requirements. 3. Computations used to deterrnine all mainline and lateral pipe sizes. 4. Sources andfor calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the Irrigation pump. traveler and sprinkler(s). 7. Manufackirers specifications for the irrigation pipe andlor USDA-NRCS. standard for IRRIGATION WATER CONVEYANCE. 8. The information requfted by this form are the minimurn requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. S. Irrigation pipes should not be installed in Lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of W or wider must ba maintained between the limits of the inigation system and all perennial stream and surface waters per NG Statutes - -%4 Sheet6 Narrative of Irrigation System Operation Field 2 has been added to the wetted acreage determination, and will be irrigated with a hardhose traveller. SB 515 setback requirements apply to this fie!d, however, the third party agreement takes property line setbacks out of consideration. There are no wclls or residences in the vicinity of the new fields. The only setback applicable is a 75setback from Interstate 40. The equipment used in this design is the same equipment as used in the wetted acreage determination. V. Sheet7 CALCULATIONS Sprinkler SpeGifications Sprinkler Type: Nelson 100 Nozzle Size: 0.857 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 115 gpM Welled Diameter: 240 feet Lane Sinclao Desired Spacing 70% Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 180 feet Actual Spacing (%): 75 % A121211cation Rate Application Rate = (96.3xFlowrate)/(3.1416)1(.9xradius)squared) Design App. Rate = 0.30 inthr 300 degree arc = 0.36 in/hr 220 degree arc = 0.49 in/hr 180 degree arc = 0.60 in/hr Traveller Sneed Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.75 inches 300 degree arc = 1.37 ft/min 220 degree arc = 1.64 ft/min 180 degree are = 2.73 fVmin Mainline Ve[ggdJ3t Velocity = .408 x Flowrate / pipe diameter squared feet/sec." "For buried pipelines, velocity should be below 5 feet per second Pipe size: 4 inches Velocity= 2.03 ft/sec. Page 13 Sheet7 Maximum Mainline Frictign Less Most distant hydrant: 3 Total distance; 1300 feet Friction Loss Is figured using HazenWillam's Equation Friction Loss= 0.75 feettl 00 feet Max. Mainline Loss 9.7 feet or 4.2 psi Total -Dynamic Head Sprinkler Pressure: 50 psi Loss through traveller: 40 psi Elevation head: 0 psi Mainline loss: 4.2 psi Suction head and lift: 2.2 psi 5% fitting loss: 4.8 psi TOTAL(TDH) 101.2 psi or 233.8 feet Horsel2ower aggiulred Horsepower = Flowrate x TDH(feet) 13960 / Pump effeciency Pump Description: Berkeley B2.5 Pump Efficiency: 50 % orsepower Required: 13.6 Hp Thrust E112fiking Thrust Block Area = Thrust I Soil Bearing Strength Thrust: 2800 feet Soil Bearing Strength: 1200 feet End Cap: 2.3 ft.2 90 degree elbow: 3.3 ft2 Tee: 1.6 ft2 45 degree elbow*. 1.8 ft2 PA12o PrefisurILRating Chec Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 101.2 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less than 70% of Pressure Rating, OK Page 14 1� Sheet7 NPSHA: 14 NPSHR: 7 Tom pump curve IfNPSHA>NPSHR OK Page 15 Aq '4 p q I 64 e v 4 1 j2 e, p o . . . . . . . . . . . . tj v 16- pt. .1 ­4 :p k 60, §r 1pj o� VA �610� (.4 Q co 7 James Stroud Jr. Elder Creek Farm 315 JB Stroud Rd Magnolia NC 28453 Dear James Stroud Jr.: 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 Quafity May 1, 2003 Subject: Certificate of Coverage No. AWS310432 Elder Creek Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the expiration date to October 1, 2004. During the period of this extension the Division will be working with all interested parties on the development of a new version of the Non -Discharge General Pernft In accordance with your application received on March 10, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to James Stroud Jr., authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supercedes and terminates your previous COC Number AWS310432 which expired on April 30, 2003. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Elder Creek Farm, located in Duplin County, with an animal capacity of no greater than an -Einnuafav��ge bf 3120 Wean'to Feeder swine and the application to land �s specified in the facility's Certified Animal Waste Management Plan (CAVROP). 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 October 1, 2004. 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. 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. WWI Now Non -Discharge Permitting Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Customer Service Center An Equal Opportunity Action Employer Intemat http:4fh2o.enr. state, nc. us/ndpu Telephone (919) 733-5083 Fax (919)715-6048 Telephone 1-877-623-6748 50% racycl ecV 10% post -con s ume r pa per A W 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 iacility. Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any lagoon or any wetted area of a spray field . Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Pern-dt, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A namelownership 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 Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact Sue Homewood at (919) 733-5083 ext. 502. Sincerely, Vz - for Alan W. Klimek, P,E. Enclosures (General Permit AWG 100000) cc: (Certificate of Coverage only for all ecs) Wilmington Regional Office, Water Quality Section Duplin County Health Department Duplin County Soil and Water Conservation District Permit File AWS310432 NDPU Files V; IN Wettable Acres Determination Certification Name of Facility: Elder Creek #1 Facility Number: 31-432 Owner(s) Name: JB Stroud, Jr. Phone No: (910) 2961564 MallingAddress: 315JBStroudRd. Magnolia, NC 28453 By signing this form, the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Determination documents, along with the applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. If any modifications to the existing irrigation system or any new irrigation equipment was required to adequately address the waste management needs of this facility, Owner Name: JB Stroud. Jr, Owner Signature: Technical Specialist Name: Kra Technical Specialist Signature: "W)-6/Z5 j Date: r1j. If assisted be an Irrigation Specialist or Yrofessional Engineer please read and sign bellow* Animal waste application equipment has been designed or modified to apply waste as necessary to accommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been installed according to NRCS Standards and is ready for use. Irrigation Specialist I PE Name: Irrigation Specialist I PE SIgnature: S ubm It th Is form to: Attn: Sonya Avant Non-Dlscharge Compliance Unit Division of Water Quality 1617 Mail Servlce Center Ralela h. NC 27699-1617 Date: WADC - 7199 PRODUCER: JB Stroud - Elder Creek #1 LOCATION: 315 J13 Stroud Rd. Magnolia, NC 28453 TELEPHONE: (910) 296 3090 TYPE OPERATION: wean - feeder NUMBER OF ANIMALS: 3120 (Design Capacity) The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste Is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soll 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. 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. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. The estimated acres needed to apply the animal waste is based on typlical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. Attached you will find Information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis, This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 21-1.0217 adopted by the Environmental Management Commission. Page 1 . ..... fill 3,120 animals X 2A2 (tons) waste/animallyear = Amount of Plant Available Nitrogen (PAN) Produced Per Year 3,120 animals X QA11 Ibs. PAN/animal/year Guide Sid. 633) 1,310 (tons) waste/year. 1,498 lbs.PAN/year. (PANfromN.C. Tech 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 and surface application: Table 1: ACRES OWNED BY PRODUCER Tract Field* Solll Crop Lbs. N Acres Lbs. N Month of # No. Tvoe Per Acre Utilized ADD111catlon T2618 1 GoA Bahal(G) 2751 6.95� 1911.25 March - Sept. T261 8 1 GoA Small Graln(G) 50 6.95 347.5 Sept - April OPTIONAL LAND IF NEEDED - LEASED L AND T2933 1 AuB Bermu5a(H) 235. 7.50 1762.5 March - Sept. T2933 1 AuB Small Grain(G) 50 7.50 375 Sept - April 0 0 01 01 1 01 Total I ZJZT 2,258.75 r, 15 *This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on realistic Mid Wactatji2n. NOTE. The applicator Is cautioned that P and K may be over applied while meeting the N requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 QnTr7 wt�fft'�� r. Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowner must be attached) (Required only If operator does not own adequate land [see Required Specification 2]) Tract Field Soil Crop Lbs. N Acres Lbs. N Month of a No. I Ype Per Acre, utnizea Application F I I I I I I I I * See footnote for Table 1. Totals from above Tables Acres Lbs. N Utilized Table 1 6.95 2,259 Table 2 0.00 - Total 6-95 2,259 Amount of N Produced 1,498 Surplus or Deficit (761) NOTE: The Waste Utilization Plan must contain provisions 1br periodic tend application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application otnutrient or other elements. Page 3 See attached map showing the fields to be used for the utilization of waste water. Application of Waste by Irrigation Field Soil Type Crop Application Application No. Rate (In/Hr) Amount (in.) I'l AuB Pasture 0.6 THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED 13Y IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY. Your facility Is designed for ifM days of temporary storage and the temporary storage must be removed on the average of once every Q MONTHS. In no instance should the volume of waste being stored in your structure exceed Elevation *see lagoon desion. Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water Conservation District office after you receive the waste analysIs. report for assistance In determining the amount per acre to apply and the proper application rate prior to applying the waste. Narrative of operation: Acres shown are 'wetted'acres. Leased land will be aRplied to If needed with a honey wagon, therefore the acreage shown Is 100% effective area, Pagp 4 REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharg& 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 Carolinan 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. Page 5 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 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 An! mal 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, drainagaways, or wetlands by 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 a "technical specialistm. 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 courses 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. Page 6 REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs. etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be Inspected regularly for evidence of erosion, leakage or discharge. 18 If animal production at the facility Is to be suspended or terminated, the owner is responsible for obtaining and Implementing a "closure planm 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 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 soil shall be monitored and alternative crop sites shall be used when these metal 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 7 jVRW Name of Farm: Elder Creek #1 Owner / Manager Agreement I (we) understand and will follow and Implement the specifications and the operation and maintenance procedures estabIlshed 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 Division of Environment Management (DEM) 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 DEM upon request. Name of Facility Owner: JB Stroud, Jr. (Please ptint) Signatur `4 Date: Ll Name of Manager (if different from owner): Signature: Date: Name of Technical Specialist: (Piesseprfnt) Kraig A. Westerbeek Affiliation: Murphy Family Farms Address (Agency): Signatu P.O. Box 759 Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: JB Stroud Address: 315 JB Stroud Rd. Magnolia, NC 28453 Telephone: (910) 296 1564 Table I - Field Specifications Approximate Maximum Useable Size Field of Field County. Duplin Date: 7/31/00 Maximum Maximum Application Application per Irrigation . Rate Cycle Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 2.5" Traveller Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrant No. ffilmin) (in/hr.) Width(ft.1 I-enath(ft) (feet) (Inchesl at Gunfnsi) at reelffisil Pattern Carnments - Acres ner null TOTALACREAGE= Sheet4 TABLE 4 - Irrigation System Specifications Traveling Solid Set Irrination Gun Irrigation Flow Rate of Sprinkler (gpm) 115 Operating Pressure at Pump (psi) 98.2 Design Precipitation Rate (inthr) 0.30 Hose Length (feet) 850 xxxxxxxx Type of Speed Compensation Mechanical xxxxxxxx furnp Type (PTO, Engine, Electric) Engine Pump Power Requirement (hp) 13.2 TABLE 5 - Thrust Block Specifications THRUSTBLOCK LOCATION AREA (sq. ft.) 90 degree bend 3.29 Dead End 2.33 Tee 1.63 Gate Valve 2.33 45 degree bend 1.77 Page 1 -F�- �,01)1 1Z 312 640 361 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for I riternationat Mail remisq) Sent to � — Stre'Tm . 6 % ILI L PT :m1state. & ZIP co' Q2:IW', a ,a, L� D84S Postage V $ 2, Gartifled Fee �*3 36 Special Delivery Fee Restrided Deh" Fee Return Receipt Showing to Whom & Date Defiveved I D RW= Receipt N� 2b, I Go TOTAL Postage A U� Ch (L P ark or Date kj�b Sheet5 IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Murphy Farms Address: PO Box 759 Rose Hill, NC 28458 Phone: (910) 289 2111 Required Documentation The following details of design and materials must acrompany all irrigation designs: 1. A scale drawing of the proposed irrigation system which includes hydrant locations. pipelines, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or calculations used for deterrnining applicabon rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. 8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in Lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained belween the limits of the irdgation system and all perennial steams and surface waters per NC Statutes. Oz jr f'k 'i 1p k ik Ift �44 'r 11N* 0191 Wi. pf JT Aq . . . . . . . . . . ..... . . . . . t -irk o 7� .41 1 N wk 1q. -00, A,—" Xv fi. 44 -i� 4�:" �" � ., ir qo� 1 4 1 All 4P.- 4 j . 4� .1 .rt ��'Jg�4 :� lo # 4 Sheet7 CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 100 Nozzle Size: 0.857 Inches Sprinkler Pressure: 50 psi Flowrate(GPM): 115 gpM Wetted Diameter: 240 feet Lane-Specino Desired Spacing (%): 70% Design Spacing(feet): 168 *PVC Irrigation pipe normally comes in 20'pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 180 feet Actual Spacing APplir.ation Rate 75% Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared) Design App. Rate = 0.30 in/hr 300 degree arc = 0.36 In/hr 220 degree arc = 0.49 In/hr 180 degree arc = 0.60 in/hr Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing Desired app. (in.) = 0.75 Inches 300 degree arc = 1.37 ft/min 220 degree arc = 1.64 ft/mIn 180 degree arc = 2.73 ft/min Malnl1nG Velocit- Velocity = .408 x Flowrate / p1pa dlarneter squared feet/sec.** "For burled pipelines, velocity should be below 5 feet per second Pipe size: 4 inches Velocity= 2.93 ffJsec. Page I A Sheet7 Maximum Mainline Er1rtion Loss Most distant hydrant: 3 Total distance: 400 feet Friction Loss Is figured using Hazen[Williarn's Equation Friction Loss= 0.75 feet/100 feet Max. Mainline Loss 3.0 feet or 1.3 psi lotal Oynarnic Head Sprinkler Pressure: 50 psi Loss through traveller: 40 psi Elevation head: 0 psi Mainline loss: 1.3 psi Suction head and lift: 2.2 psi 5% fitting loss: 4.7 psi TOTAL(TDH) 98.2 psi or 226.8 feet Horsepower Requ[rGd Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency Pump Description: Berkeley B2.5 Pump Efficiency: 50 % Horsepower Required: 13.2 Hp Thrust Slockina Thrust Block Area = Thrust / Soil Bearing Strength Thrust: 2800 feet Soil Bearing Strength: 1200 feet End Cap: 2.3 ft2 90 degree elbow: 3.3 ft2 Tee: 1.6 1`12 45 degree elbow: 1.8 ft2 PIpG Pressure Rating Chach Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 98.2 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system Is less than 70% of Pressure Rating, OK Net Positive Surton Head Check Page 2 Wettable Acres Determination Certificatiol JUN 2 2 ?00-1 Name of Facility: Elder Creek #1 Facility Number: Owner(s) Name: JB Stroud, Jr. Phone No: (910) 2961564 Mailing Address: 315 JB Stroud Rd. Magnolia, NC 28453 By signing this form, the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Determination documents, along with the applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. If any modifications to the existing irrigation system or any new irrigation equipment was required to adequately address the waste management needs of this facility, Owner Name: JB Owner Signature: Technical Specialist Name: Technical Specialist Signature: Date: -(-W �1-6/6 j If assisted be an Irrigation Specialist or Frofessional Engineer please read and sign below: Animal waste application equipment has been designed or modified to apply waste as necessary to accommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been installed according to NRCS Standards and is ready for use. Irrigation Specialist / PE Name: Irrigation Specialist / PE Signature: Submit this form to: Attn: Sonya Avant Non-Dlscharge Compliance Unit Division of Water Quality 1617 Mail Service Center Ralelah. NC 27699-1617 Date: WADC - 7/99 Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: JB Stroud Address: 315 JB Stroud Rd. Magnolia, NC 28453 Telephone: (910) 296 1564 Table I - Field Specifications Approximate Maximum Useable Size Field of Field County: Duplin Date: 7/31 /00 Maximum Maximum Application Application per Irrigation Rate Cycle Comments Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: 2.5" Traveller Field No. Travel Application TRAVELLANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrant No. (ft1min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(ps!) at reel(psi) Pattern Comments - Acres per pull TOTAL ACREAGE Sheet4 TABLE 4 - Irrigation System Speciflcations Traveling Solid Set Irrigation Gun Inigation Flow Rate of Sprinkler (gpm) 115 Operatino Pressure at Pump (psi) 98.2 Design Precipitation Rate �Inthr) 0.30 Hose Length (feet) 850 xxxxxxxx Type of Speed Compensation Mechanical xxxxxxxx Pump Type (PTO, Engige, Electric) Enoine Pump Power Requirement (hp) 13.2 TABLE 5 - Thrust Block Specifications THRUSTBLOCK LOCATION AREA (sq. ft.) 90 degree bend 3.29 Dead End 2.33 Tee 1.63 Gate Valve 2.33 45 degree bend 1.77 Page 1 Sheet5 IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Murphy Farms Address: PO Box 759 Rose Hill, NC 28468 Phone: (910) 289 2111 Required Documentatio The following details of design and materials must accompany all irrigation designs: 1. A scale dravAng of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for deterrnining total dynarnic he -ad and horsepower requirements. 3. Computations used to deteffnine all mainline and lateral pipe sb!es. 4. Sources andlor calculations used for determining application rates. 5. Computations used to determine the size of thrust bliocks and Ulustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. 8. The information required by this kwm are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and an perennial streams and surface waters per NC Statutes. Sheeff CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 100 Nozzle Size: 0.857 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 115 gpm Wetted Diameter: 240 feet Lana Spacings Desired Spacing 70% Design Spacing(feet): 168 *PVC irrigation pipe normally comes In 20'pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 180 feet Actual Spacing (%).' 75% Applic,ation RatG Application Rate = (96.3xFlowrate)/(3.1415x(.gxradius)squared) Design App, Rate = 0.30 In/hr 300 degree arc = 0.36 in/hr 220 degree arc = 0.49 In/hr 180 degree arc = 0.60 in/hr Traveller S12egd Travel speed = 1.605 x Flowrate I Desired application amount x Lane Spacing Desired app. (in.) = 0.75 inches 300 degree arc = 1.37 ft/min 220 degree arc = 1.64 ft/min 180 degree arc = 2.73 ft/min Mainline yelo'Qu Velocity = .408 x Flowrate I pipe diameter squared feet/sec.** "For buried pipelines, velocity should be below 5 feet per second Pipe size: 4 inches Velocity= 2.93 ft/sec. Page 1 Sheeff Most distant hydrant: 3 Total distance: 400 feet Friction Loss Is figured using Hazen/William's Equation Friction Loss= 0. 75 feettl 00 feet Max. Mainline Loss = 3.0 feet or 1.3 psi Total Dynamic Head Sprinkler Pressure-. 50 psi Loss through traveller: 40 psi Elevation head: 0 psi Mainline loss: 1.3 psi Suction head and lift: 2.2 psi 5% fitting loss: 4.7 psi TOTAL(TI)H) = 98.2 psi or Horsepower Required Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency Pump Description: Berkeley B2.5 Pump Efficiency: 50 % Horsepower Required: 13.2 Hp Thrust Block Area = Thrust I Soil Bearing Strength Thrust: 2800 feet Soil Bearing Strength: 1200 feet End Cap: 2.3 ft2 90 degree elbow: 33 ft2 Tee: 1.6 ft2 45 degree elbow: 1 .8 ft2 226.8 feet Plpe Pressure Rating Chee Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 98.2 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less then 70% of Pressure Rating, OK Page 2 PRODUCER; JI3 Stroud - Elder Creek #1 LOCATION; 315 J13 Stroud Rd. Magnolia, NC 28453 TELEPHONE; (910) 296 3090 TYPE OPERATION: wean - feeder NUMBER OF ANIMALS: 3120 (Design Capacity) The waste from your animal facilfty must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application 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. 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. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. 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. Aftached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 21-11.0217 adopted by the Environmental Management Commission. Page I ffl NIM 0 -- ------ - -- ............... ... 3,120 animals X 0,42 (tons) waste/animal/year = Amount of Plant Available Nitrogen (PAN) Produced Per Year 3,120 animals X DAa lbs. PANtanimallyear Gulde Std. 633) 1,310 (tons) waste/year. 1,498 lbs. PAN/year. (PAN from N.C. Tech Applying the above amount of waste is a big job. You should plan time and have appropriate eq ui pment to a ppl y th e waste i n a ti mel y man ner The following acreage will be needed for waste application based on the crop to be grown and surface application: Table 1: ACRES OWNED BY PRODUCER Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of # No. Tvne Per Acre Utilized Ar)WIcation T2618 1 GoA Millet(g)___ 150 6.78 1017 May -August T2618 1 GoA Small Grain(G) 100 6.78 678 Sept - April 0 OPTIONAL LAND IF NEEDED - LEASED L,AND T2933 I AuB Bermuda(H) 235 7.50 1762.5 March - SepA. T2933 1 AuB Small Grain(G) 50 7.50 Sept -April _L75 0 0 0 0 0 Total 1 5.781 1,695.00 1 *This N Is from animal waste only. ff nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. Nmusf be basadon realistic VieldMertaftQn. NOTE: The applicator Is cautioned that P and K may be over applied while meeting the N requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers In some eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowner must be attached) (Required only If operator does not own adequate land [see Required Specification 21) Tract Field Sol] Crop Lbs. N Acres Lbs. N Month of rl 0. Type Per Acre* -Utilized A * See footnote for Table 1. Totals from above Tables Acres Lbs. N Utilized Table 1 6.78 1,695 Table 2 0.00 - Total 6.78 1,695 Amount of N Produced 1,498 Surplus or Deficit (197) NOTE: 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 applica (ion of nutrient or other elements. Page 3 See attached map showing the flolds to be used for the utilization of waste water. Application of Waste by Irrigation Field Soil Type Crop Application Application No. Rate (In/Hr) Amount (In.) I'l AuB Pasture 0.6 .6-1 THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY. Your facility is designed for 1K days of temporary storage and the temporary storage must be removed on the average of once every f! MONTHS. In no instance should the volume of waste being stored in your structure exceed Elevation *see lagoon desion. Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Sol] and Water Conservation District office after you receive the waste analysis report for assistance in determining the amount per acre to apply and the proper application rate prior to applying the waste. Narrative of operation: Acres shown are 'wetted' acres. Leased land Will be applied to if needed with a honey wagon, therefore the acreage shown Is 100% effective area. Page 4 . . ..... ... . . REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharg& 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 date, 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 then 6 tons per acre per year. Waste may be appl led to land that Is erod Ing at 5 or more tons, but less th an 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. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. Page 5 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 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. I I Any new swine facility sited on or after October 1, 1995 shall comp;y 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 then 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 appl led 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, drainagaways, or wetlands by 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 a "technical specialisf'. 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 courses no runoff or drift from the site. 16 Domestle and industrial waste from washdown facilities, showers, toilets, sinks, etc., shaJ not be discharged into the animal waste management system. Page 6 REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. is 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 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 soil shall be monitored and alternative crop sites shall be used when these metal 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 7 I ­ d Name of Farm: Elder Creek #1 Ownerl 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 Division of Environment Management (DEM) 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 then 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. Name of Facility Owner: JB Stroud, Jr. (Please print) Signature: Name of Manager (if different from owner): Signature: Date: Date: Name of Technical Specialist. (Please print) Kralg A. Westerbeek Affiliation. Murphy Family Farms Address (Agency): Signatu P.O. Box 759 kN A. A 'Zi kk v, VN j 4, 4i- At- o�w ��e lie AN PA '.0 q7Al. 0� W A 7,4 19 0 Michael F. Easley Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources Kerr T. Stevens, Director Division of Water Quality June 22, 2001 Mr. James Stroud Elder Creek Farm 315 JB Stroud Road Magnolia, NC 28453 Subject: Wetted Acres Status & Notification Elder Creek Farm 31-432 Dear Mr. Stroud: You were sent a letter on June 1, 2001 requesting that you provide Greer McVicker with the necessary information to complete the evaluation of your facility with respect to a Wettable Acres Determination. The result of this evaluation and the required action to be taken by you is indicated below. X Based upon the new information your facility is exempt at this time from undergoing a Wettable Acres Determination, No further action is necessary at this time. Information that was provided was not sufficient to exempt the facility from a Wettable Acres Determination. The Division of Water Quality will notify you at a later date by certified mail detailing the requirements of a Wettable Acres Determination. This information was the same used during the initial evaluation attempt. If you have any questions regarding this letter, please do not hesitate to contact me at the Wilmington Regional Office at (910) 395-3900 ext. 219. Sincerely, Dean Hunkele Environ menta I S peciali-st CM DWQ Non -Discharge Compliance/Enforcement Unit Wilmington Animal File -3*� 31 - 4 3 2., S:NWQS\ANIMALSNDUPLIN\2001\31-432 Stroud WAD Status,wpd Wilmington Regional Office 127 Cardinal Drive Extension Phone: (910) 39&3900 Wilmington, NC 284054M Fax- (910) 350-2004 State of North Carolina Department of Envirom and Natural Resources JUt4 12 aul Michael F. Easley, Goven William G. Ross Jr., Seen Kerr T. Stevens, Director June 4, 2001 CERTEFIED MAIL RETURN REQE�REQUESTE James Stroud Jr. Elder Creek Farrn 315 JB Stroud Rd Magnolia NC 28453 A 9 1 h1l 0M d IdEffifil I IN, !0ddLMft1 NCDENR NORTH CAROLINA DEPARTMENT OF' ENVIRONMENT AND NATURAL RESOURCES Subject: Notification for Wettable Acre Determination Animal Waste Management System Elder Creek Farm Facility Number 31-432 Duplin County Dear James Stroud Jr.: A letter dated January 15, 1999 was sent to advise you about concems associated with Certified Animal Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only the acres that are wetted can be credited in the waste management plan as receiving waste application. Any acreage within the plan that can not be reached by waste application equipment can not be used as part of your plan. An evaluation by Greer McVicker on I I / 17/99 was made to review the actual number of acres at your facility that receive animal waste during land application. The evaluation of your facility has yielded one of the following two results as indicated by the box marked with an "X". Category 1: The evaluation of your facility could not be completed due to a lack of information. Please contact your Technical Specialist to assist in providing Stoney Mathis the necessary information to potentially exempt your facility from undergoing a complete wettable acre determination. Please submit this information to Stoney Mathis, at 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you have any questions please contact Stoney Mathis at (910) 395-3900. If within 90 days you are unable to provide Stoney Mathis with the Information you are automatically required to complete a Wettable Acre Determination as described by Category 2 below, within 180 days of receipt of this letter. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunily Affirnmtive Action Employer 50% recycled/10% post-consunwr paper Notification for Wettable Acre DeterTnination Animal Waste Management System Page 2 Category 2: You r faci lity has bee n identif ied by the Depa rtment of Enviro nment and Natu ral Resou rces as a facility that may have overestimated the number of acres actually receiving animal waste. Therefore, some or all of your fields may be exceeding the allowable loading rates set in your Certified Animal Waste Management Plan. In order to resolve this issue, please contact a designated Technical Specialist to have him or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must be one that has been approved by the Soil and Water Conservation Commission to conduct Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension Service, the Soil and Water Conservation Districts, the Natural Resources Conservation Service, and the Division of Soil and Water Conservation have received this special designation. You may also contact a private Technical Specialist who has received this designation, or a Professional Engineer. All needed modifications to your Animal Waste Management System must be made and the Weftable Acres Determination Certification must be returned to DWO within the next 180 days. If the needed modifications are not made and if the form is not returned within the required time, DWQ will be forced to take appropriate enforcement actions to bring this facility into compliance. These actions may include civil penalty assessments, permit revocation, and/or injunctive relief. Once a Wettable Acre Determination has been completed, a copy of the attached Wettable Acre Determination Certification must be submitted to the address listed on the form. Please note that both the owner and the Technical Specialist must sign the certification. A copy of all the Wettable Acre Determination documentation that applies to your Waste Utilization Plan must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will review all documentation during their annual visit of your facility. An additional copy must by kept on file at the local Soil & Water Conservation District Office. Please note that if you install o r modify yo u r I rrigation system, a desig nated I rrigation Special ist or a Prof essional Engineer must also sign the Wettable Acre Determination Certification. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our Central Office staff at (919) 733-5083 ext. 571. Sincerely, , Z!�Z Kerr T. Stevens cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File Murphy Family Farms State (if Nolh Carolina Departrnen� of Environme and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary KerrT. Stevens, Director JAMES STROUD JR. ELDER CREEK FARM 315 J13 STROUD RD MAGNOLIA NC 28453 Dear Mr. Stroud: r7le, FllviE DEC 2 1 ZOOO December, 15, 2000 I 6ffl?WA T 0 N,CDENR... NORTH CAROLINA DERARTMENT OF ENVIRONMENT ANo NATURAL RESOURCES Subject: Certificate of Coverage No. AWS310432 Elder Creek Farm Swine Waste Collection, Treatment, Storage and Application System Duplin County In'accordance with your application received on November 16, 2000, we are forwarding this Certificate of Coverage (COC) issued to James Stroud Jr., 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 Elder Creek Farm, located in Duplin County, with an animal capacity of no greater than 3120 Wean to Feeder swine 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 wastewater flow or number of animals. The facility's CAWMP meets all requirements in place at the time of certification. However, it appears that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan. The owner should address this inconsistency as soon as possible. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS310432 Elder Creek Farm Page 2 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 shaH apply for its renewal. request shall be made within 30 days of notification by the Division. This COC is not automaticaify— triansferable. - A name/ownership change application must be submitted to the DWQ 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 non -discharge permit by contacting the engineer listed below for 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 Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact Theresa Nartea at (919) 733-5083 ext. 375. Sincerely, cc: (Certificate of Coverage only for all cc's) Duplin County Health Department (:Wilnungton Regional --0ffice,'Wdter'Qua1 ity Section Duplin County Soil and Water Conservation District Permit File NDPU Files State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director !gERTIFIED MAIL RETURN -RECEIPT RRO ESTED James Stroud Jr. Elder Creek Farm 315 JB Stroud Rd Magnolia NC 28453 Farm Number: 31-432 Dear James Stroud Jr.: RE'CEIVED NOV 2 0 2,000 NCDENR VVATER QUkITY SECTiOPM=NTH CAROLINA DEPARTMENT OP Non-Discharp Porrniftip M .5 ENT ANt) NATURAL REsouRcEs October 23, 2000 You are hereby notified that Elder Creek Farm, in accordance with G.S. 143-215. 1 GC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date,. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call Theresa Nartca at (919)733-5083 extension 375 or Stoney Matthis with the Wilmington Regional Office at (910) 395-3900. Sinc ly, /"&� 7C P. Kerr T.-Stevcns cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-6D83 FAX919-733-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper z State of North Carolina Department of Environment and Natural Resources Division of Water Quality Non -Discharge Permit Application Form (THIS FORM MAYBE PHOTOCOPIED FOR USEASAN ORIGRVAL) General Permit - Existing Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections that 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: Elder Creek Farm 1.2 Print Land Owner's name: James Stroud Jr. 1.3 Mailing address: 315 JB Stroud Rd City, State: Magnolia NC Zip: 28453 Telephone Number (include area code): 910-296-1564 1.4 County where facility is located: Duplin 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): East of Magnolia. On Southeast side of SR 1222 approx. 0.25 mile Northeast of SR __1909. 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): - Murphy Family Farms 1.8 Date Facility Originally Began Operation: 1/1/1992 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: --- J1_ (county number); --- �132 (facility number). 2.2 Operation Description. Swine operation Wean to Feeder 3120- Certified Design Capacity Is the above information correct? yes; El no. If no, correct below using the design capacity of the facility V The "No. of Animals" should be the maximum number for which the waste management structures were designed. Type of Swine 0 Wean to Feeder 0 Feeder to Finish 0 Farrow to Wean (# sow) 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) No. of Animals Type of Poultry No. of Animals lype of Cattle No. of Animals 0 Layer 0 Dairy 0 Non -Layer 0 Beef 0 Turkey FORM: AWO-G-E 7/7/99 Page 1 of 4 31-432 3. 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 10.00 ; Required Acreage (as listed in the AWMP): �L () 2.4 Number of lagoons/ storage ponds (circle which is applicable): 3, 2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (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, NRCS Standards, etc.) (Swine Only) YES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? q93. ___i What was the date that this facility's land application areas were sited? 0A,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. ADnlicants Initials 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations-, 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. Some of these components may not have been required at the time the facility was certified but should be added to the CA WMPfor permitting purposes: 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. 3.3.11 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. 3.3.15 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. FORM: AWO-G-E 7/7/99 Page 3 of 4 31-432 Facility Number: 31 - 432 Facility Name: Elder Creek Farm 4. APPLICANT'S CERTIFICATION: I, \Jaryx'P_S _-B. S_�YbLA.A __Jr (Land Owner's name listed in question 1.2), attest that this application for rl-EA�'e-r C _I-e_e_ (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;a1qbps incomplete. - /_'� Signature Date '10 - 114 - 00 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 THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD 13E SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 733-5083 FAX NUM13ER: (919) 733-0719 FORM: AWO-G-E 7/7/99 Page 4 of 4 31-432 DIVEION.- OF WATEE-R QUAJ-= REGIONAL OFFICES (1198) Asbavak- Regioul WQ -9 wooda Fi= Ashcviur, 114C 28901 Cszg) 251-6--108 Fu (m) 251-6-452 AV='Y Via= Btmmmbr- 3k� 33irk-- McDowell Caldwell ]�Et=bcli C3=L-- Polk ClAy Rutb='Crd cr.2-;-= svnin Faywood Tm=sylvatia H Cm Y==y isci-.= Fzyc=vil!' : Rm zi cm 2.1 -"IQ 5 WLmhovia BuildL-s. S-.:itz 7 14 Fa (910) 4&1,-0707 A-ms m Blmd= 3b=ia--)d RD'== Sz----son HCL-- S=�md SES Torm=a-S4—� INC :-Ila-/ C:-3L� 777 2-46M Ash-- SLDk= CJSVPCU S=:y Dreib= lwz-vrp Dtvie Tr-Ln=s F=Yth Y&Ldn CT4fcrd Wlsbbgtcm RCgiamal WQ SmD=VL.;ar 943 Wmhiug= Squ= Min Wishitgum. NC Z7989 (25�) N6-6481 Fix 9175-3716 Bcazfwt jows - 5=de L=6ir )0� Cbow= pa=uco Qlv= pU=v=1 C=rimck P:-- � � Dzr-- pin CTW-s Tyred, crm=r- wawbingum Hmrd�trd WRY= MDor=m2l-. Rzgi=al WQ Su=-Y-iscr 919 Nor-th Main S .M om--s,,U r- N C 2S 115 C704) 6E:-1 699 Fsx C704) 66:-60-40 A1--xXZg4- Lin=1a Csb=ms mockj=b=-S C =+wba Rowsm mCvCkjd Su=ly G== unica 38W B=rn Dr. Rilcigh, NC A-7611 (919) 571-47DO Fix (919) 7733-7072 f'hmth= Nash Durb= Nath== Edg=mnbc Orzmgt FT&nUin P=ma Gr=yillm V== joha=m W== LA--- WlltmiagLm Rcgicm WQ Sa=n-ls= 127 Ciedin-sl Drive A Vt7a=in&=. NC ZMS-3&45 (910) 395-3900 Fzz (910) 350-2004 Brummick Ncw F-2zov= Czru--- C=Icrw COI=Zbu; P=3d-- D=a FORM: AWO-G-E SrZWS Page 4 of 4 ;01 I'MAL WASTE MANAGZMZNT PLXH CERTIFICATION FOR NEW OR =PA=ZD FEEDLOTS Pleane ratu= the c=pleted fc= to the Divisiom of Rnviroz=antal Mamage=ant at thQ addreav om the reverse aid* of thia.for=. Name of farm (Please print) - Address - 315 J _B_ Stroud Roa ma�Lnolaa, NC 2803 Phone N .. county: Du�lin Farm location: Latitude and Long i tude:W5-V U� /ZeQ12�4_1i! (required) Also. please attach a copy of a county road map with location identified. 71/pe of operation (swine, layer, da'tm etc.) : Swine Design capacity (number of animals) : 3 O.Nur§M Average size of operation' (12 month population avg.) - 3120 Average acreage needed for land application of waste (acres) i 7_19 Tech.nical Specialiat Certificatica As a technical specialist designated by the North Carolina Soil and water Conservacion Commission pursuant to 15A NCAC 6F .000S, I certify that the new or expanded animal waste management systein as installed for the farm named above has an animal waste managemenc plan Lhat meets the design, construction. operation and maintenance standards and speciEicaLions of the Division of -nvirarunental Management and the USDA -Soil Conservation Service �nd/or the North Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and ISA NCAC GF -0001-.00OS. The Eollowing elements and their corresponding minimum cziteria have -been - verified by me or other designated technical specialists and are included in the plan as applicable. minimum separations (buffers) ; liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of la-nd for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule 'for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. !14=6 of Technical Affiliation: M Address (Agency) -. Ocialint (Please Print) :M. Kevin Weston ay Farms, Inc. Phone No. -ure: Date.-- Signar 'the operation and maintenance procedures established in the approved animal waste management plan for.the fa-rm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division oE Environmental Management beEore the new animals are stocked. I (we) also understand that there must be no discharge oE animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 2S-year, 24-hour storm- The approved plan will be filed at the farm and at the office oE the local Soil and Water Conservation District. Name of L--f-i0wiaor (Please Pr�nt) SignE B. Stxoud,-- Jr. Date: '_51 - "_ �i va-e of MmEmger. if difEerent�,Erom owbier (Please print): Signature- Date- Np.to. A.change in,lind ownership requires notiElcation or a new (if the. ' approved pla-n is changed) to be submitted to the Environmental ��nage_ment within 60 days of a title transfer-. DEM USE ONLY.ACN�-I# certification Division of ;:. I V. F, %Wlz I 1 1 S 0 IV t I le " I k"r lb 44 pit 19 c ki vt PRODUCER: LOCATION: TELEPHONE: TYPE OPERATION: NUMBER OF ANIMALS - (Design Capacfty) J - B. Stroud - Elder Creek #1 315 JB Stroud Rd. Magnolia, NC 28453 (910) 296 3090 wean - feeder 0&01 0 JXt 211 RECEIVED NOV --, , a@0 WATEK UUALITY SECTION Non-DjschaTga�, Pormit!ing The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application 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. 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. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities, Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special precautions, waste may be a pplied to land erodi n g at u p to 10 tons per yea r. Do not a ppl y waste on satu rated so! Is, 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 DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. 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. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 21-1.0217 adopted by the Environmental Management Commission. Page 1 5 3M animals X OA2 (tons) waste/animal/year = 1,310.4 (tons) waste/year. Amount of Plant Available Nitrogen (PAN) Produced Per Year 3M animals X OAff lbs. PAN/animallyear 1,497.6 lbs. PAN/year. (PAN from N.C. Guide Std. 633) Tech 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 and surface application: Table 1: ACRES OWNED BY PRODUCER Tract Field Soil Crop Lbs. N Acres Lbs. N Month of # No. Tvt)e Per Acre Utilized Anollication T.1618 1 GoA Millet(Graze) 150 7.00 1050 May -August 18__ 1 GoA ISmall Graln(G) 100 7.00 700 Sept. - April OPTIONAL LAND IF NEEDED LEASED LAND T2933 1 AuB I Bermuda(H) 275* 7.50 2063 March - Sept. T2933 1 AuB ISmall Graln(G) 501 7.50 325 Sept. - April I *If bermuda is grazed use 235 i otat 1 -1.01 1,750.00 1 *This N Is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N must be based on reagstic yLeld a=ectatlon, NOTE.* The applicator is cautioned that P and K may be over applied while meeting the IV requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 Tract Field Soil Crop Lbs. N Acres Lbs. N Month of # 110. Type Per Acre* ItIlized A * See footnote for Table 1. Totals from above Tables Acres Lbs. N Utilized Table 1 7.00 1,750.00 Table 2 Total 7.00 1,750.00 Amount of N Produced 1,497.60 Surplus or Deficit (252.40) NOTE: Me Waste Utilization Plan must contain provisions lbr periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrient or other elements. Page 3 I A A See attached map showing the fields to be used for the utilization of waste water. Application of Waste by Irrigation Field Soil Type Crop Application Application No. Rate (In/Hr) Amount (in.) 1 GoA Pasture 0.5.5-1 1 AuB Pasture 0.6 .5-1 THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLfED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY. Your facility is designed for 1K days of temporary storage and the temporary storage must be removed on the average of once every fj MONTHS. In no instance should the volume of waste being stored in your structure exceed Elevation *see lagoon dalign. Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water Conservation District office after you receive the waste analysis report for assistance in determining the amount per acre to apply and the proper application rate prior to applying the waste. Narrative of operation: T2933 is optional with agreement from neighbor. If used, this field will be fertilized with the use of a honeywagon. T2618 is irrigated with a hardhose traveller. Page 4 A V�yl rn� r loji 0 REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation In the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of 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 w4l 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 mWeather 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. Animal waste shall not be applied to saturated soils. during rainfall events, or when the surface is frozen. Page 5 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 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 followlng.� 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 residentlai property boundary and from any perennial stream or river (other than an Irrigation ditch or canal. Animal waste other then swine waste from facilitles 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 appl led closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted 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 courses 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. Page 6 REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation, Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. 18 If animal production at the facility Is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an Illegal discharge, pollution and erosion. 19 Waste handling structures, piping pumps, reels, etc., should be Inspected on a regular basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied pro -plant with no further applications 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-determlning element. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metal approach excessive levels. pH shall be adjusted for optimum crop production and maintained. SoR and waste analysis records shall be kept for flve 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 7 g Y Name of Farm: Elder Creek #1 Ownerl 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 Division of Environment Management (DEM) 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 SoR and Water Conservation District and will be available for review by DEM upon request. Name of Facility Owner: (Please piint) J.B. Stroud Signature: U Date: Name of Manager (If different from owner): Signature: Date: Name of Technical Specialist: (Please print) Kraig_A. Westerbeek Affiliation: Murphy_Eamlly Farms Address (Agency): P.O. Box 759 Signature: 28458 Date: I L6 Page 8 Ij ;� 0 vz TM. Rft ju r .41 LOSI-1 P'A, . oo IA4 "t ilk ZVI 15- V.. -L� I, r jj� Alp. % 4t!j r 1�� j�v kv, 'A k. 41'Y1 K 171. 11-Vo. i. . iiv; F OM wr - f WE. pm�' N �T4 __5 I vLq14 pJ A T, Zr "ou, t VT i"', N t.. ns:�4 W, 11 'lei t.. .4�W, if 14 ki mz kk fwy Y1 . j;r_ _6w 14, '4 1)2 .1 1 IV. .,x xm, -, p , I t " . Y. I rAw WIV�,%"gvC, F g 04 I r Y -4, IT �j`it�-7'r ­00 Ik 7;11� V1 JUN 5ir-, X�S��. 774:w" 7,;ei. 7 ;7- LI .IV _T , �JP w �S iQd I�M y 1­14U V to uv.� Oi KIM. -1 -.1 A&. A. ., - &�'z 5., - 4"i V f-v; qj� f A I 3LO 'N Ir 1z. 0 -1� 'j.TPI 41�op jk zil KK KY ,p ei "t -x o IN; �Lw�� 2ii jxt C, 4: 1 ��,e V Ir Ag.;' cy'; �4 10 pi lr;I -, 5 r_ gli; v . 41 w- 12, _ue; 16 WA WE A A. WN -& , :,.., -, v �'A -LI �Z. V -4 A q 3 Vi, Mw F­k �' j� 4 4 I tA J lkt-- A 1 a 'F R E OF NOV - . - WATEP, QUAL I TY SEC T1 ON Non-Discha, U-1 Formil ni -19 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which Will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of cover - age, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result In pressure Increase. Plugged Intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration Involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. *Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual Lagoon surface -- look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment -- look for: 1. settlement, cracking, or "jug" holes 2. side slope stabilfty -- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to 111ner damage due to wave action 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 sidewall, baffles in the lagoon may be used to reduce the wave Impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps -- check for proper operatlon of: 1. recycling pumps 2. Irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need of repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at Its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing, or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which 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 Identified problems should be corrected promptly. It is advisable to inspect 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 then record the level again 4 to 6 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 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 overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1 . Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half 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 of the full lagoon liquid volume. This seeding should occur 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 lime at the rate of I pound per 1000 cubic 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, and excessive odor signals inadequate biological activity. Consultation with a technical specialist, Is recommended if these conditions occur for prolonged periods, especially during the warm season. LoadIng: The more frequently 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 day, also work well. Practice water conservation --- minimize building, water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon. Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid level. (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer / early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer then 1 foot to the lowest point of the dam or embankment. Don not pump the lagoon liquid level lower than 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-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials Into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume, If animal production 'is to be terminated, the owner 'is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: • proper lagoon sizing, • mechanical solids separation of flushed waste, • gravity settling of flushed waste solids In an appropriately designed basin, or • minimizing feed wastage and spillage. 5 Lagoon sludge that is removed annually rather than stored long term wi1j: • have more nutrients, • have more odor, and require more land to properly use the nutrients. Removal techniques: 0 Hire a custom applicator. • Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large - bore sprinkler irrigation system onto nearby cropland; and soil incorporate. • Dewater the upper part of lagoon by Irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applJcator; haul 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 back 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 different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator vVill ensure that the lagoon liner remains Intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphors, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. 1. The application of s:udge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: • Modification of the lagoon structure -- an example Is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels — high levels are a safety risk. • Failure to inspect and maintain the dam. • Excess surface water flowing Into the lagoon. M Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. 7 EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) t-910) 395 - 3900 EMERGENCY MANAGEMENT SERVICES (EMS) f-910) 296 - 2160 SOIL AND WATER CONSERVATION DISTRICT (SWC[D) f9l 0) 296 - 2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) f9l 0) 296 - 2120 COOPERATIVE EXTENSION SERVICE (CES) (910) 296 - 2143 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted In an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Dependlng on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow - possible solutions are: 3) Add soil to berm to Increase elevatIon of dam. b) Pump wastes to fields at an acceptable rate. C) Stop all flow to the lagoon immediately, d) Call a pumping contractor. e) Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions Include: a) Immediately stop waste application. b) Create a temporary d1version to contain waste. C) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s) that cause the runoff. e) Eva I uate the a p p1l catio n re tes fo r th a fie Id s wh e re run off occ u rred. C. Leakage from the waste pipes and sprinklers - action Include: a) Stop recycle pump. b) Stop Irrigation pump. C) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators - action Include: a) Stop recycle pump. b) Stop Irrigation pump. C) Make sure siphon occurs. d) Stop all flow in the house, flush systems, or solid separators. E. Leakage from'base or sidewall of lagoon. Often this Is seepage as opposed to flowing leaks - possible action; a) Dig a smal I sump or d1tch from the embankment to catch al I seepage, put In a submersible pump, and pump back to lagoon. b) If holes are caused by burrowlng animals, trap or remove animals and fl[I holes and compact with a clay type soll. C) Have a professlonal evaluate the condition of the side walls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how m u ch was released and for what duration? c. Any damage notes, such as employee injury, fish kills. or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells In danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone #, After hours, emergency number: (919) 733-3942. Your phone call should Include. your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the local NRCS office for advice I 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 the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize offbite damage. a. Contractors Name: Murphy Family FarMs b. Contractors Address. P.0, Box 759.-Rose Hill. -NC 28458 c . Contractors Phone: (910)289-2111 6. Contact the technIcal specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Krala Westerbeek b. Phone: (1910) 289 - 2111 7. lmp�ement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor SiteSpecific Practices (Uquld Systems) Flush Gutters Accumulatlon of solids (V) Flush system Is designed and operated sufficiently to remove accumulated solids from gutters as designed. Remove bddglng of accumulated solids at discharge Lagoons and Plts Crusted Solids (V) Maintain lagoons, settling basins and pits where pest breading Is apparent to minimize the crusting of solids to a depth of no more than 6-8 Inches over more than 30% of surface. Excessive Decaying vegetation (V)MaIntafn vegetatIve control along banks of Vegetative Growth lagoons and other Impoundment's to prevent accumulation of decaying vegetative matter along water's edge on Impoundment's perimeter. (Dry Systems) Feeders Feed Spillage Design, operate and maintain feed systems (e.g.. bunkers and troughs) to mInImJze the accumulation of decaying wastage. CIO an up spil lage on a routin a bas Is (e.g. 7-10 day In terval du ring sum me r: 15-30 day I n terval du d ng win te r). Feed Storage Accumulation of feed Reduce moisture accumulation within and around residues Immediate perimeter of feed storage areas by I ns udng dra In ag a away from site and/or p rovi ding adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). Inspect for and remove or break up accumulated solids I n fi I ter sb1ps arou nd feed s torag e as n ae ded. Animal Holding Accumulation of animal Eliminate low area that trap moisture along fences Areas wastes and feed wastage and other locations where waste accumulates and disturbance by animals Is minimal. Maintain fence rows and filter strips around anlmal holding areas to minimize accumulations of wastes (i.e. Inspect for and remove or break up accumulated solids as needed), MIC — November 11, 1996 10 Dry Manure Handling Accumulaflons of an1mal Remove spIl I age on a rou tine b as Is (e.g. 7-10 d ay Systems wastes In terva I d urIng sum rn er; 15-30 da ys In terva I d u Ong wl n te r) wh a re manu re is I oaded for Ian d app I I catio n or disposal. Provide for adequate drainage around manure stockpiles I nspect for a n d remove or b rea k up a ccum u la te d was te s In filter strips around stockpiles and manure handRng areas as needed. The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. (Landowner Sig nature) For more Information contact the Cooperative Extenslon Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC -- November 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production VNe getative or wood ad buffers: (,')Recommended best management practices; (V)Good j u dgme n It and commo n sens a Anlmal body birty manure )Dry floors surfaces covered animals Floor surfam Wet manure -covered (,,I)SIotted floors; floors (-)Waterers located over slotted floors; (V)Feeders at high end of solid floors. (V)Scrape manure buildup from floors,, )U n d erfloor ve n ti la tion for dryl ng Manure collection Urine (V)Frequent manure removaJ by flush, pIt pits recharge or scrape 132rdal microbial )Underfloor ventilation decomposition Ventilaflon Volatile gases (V)Fan maintenance; exhaust fans Dust (,,)E M cle nt. al r movemen t Indoor surfaces Dust (,')Washdown between groups of an1mals ( )Feed addItIves; ( )Feeder covers; ( )Feed delivery d ownspou I. exte n ders to feeder covers Flush Tanks Ag1t9tJon of recycled ( )Flush tank covers lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks are filling with anti -siphon vents Flush alleys Agitabon during waste ( )Uridernoor flush with underfoor water conveyance ventilation Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of pol nts I agoon 11 quid whi I a pits pf ts With ant! -siphon vents are I'llfing Lift stabons Agitadon during surnp ( )Surnp tank covers tank filing and drawdown Outside drain AgUatlon during waste ( )Box Covers collection or water conveyance function boxes End of drain Agitation dudng waste ( )Extend discharge point of pipes pipes at lagoon water u nd am eath I ag oon liq ul d I eve I - Lagoon surfaces Vclatlle gas emissions (,")Proper lagoon Ilquid capacity Biological mixing (-/)Correct lagoon startup procedures Agitation ( )Mlnlmum surface area -to -volume ratio (YI)Mlnfmum agitation when pumping ( )Mechanlcal aeration ( )Proven biological addiflyes Irrigadon sprinkler High pressure agitation (,,')Irrigate on dry days wIth little or no wind nozzles Wind draft (,')Minimum recommended operation pressure (V)Pump Intake near lagoon liquid surface ( )Pump from second -stage lagoon AMOC -- November 11, 1996 12 I Storage tank or Partial microbial ( )BcUom or midlevel loading basin surface decomposition M1xJng while ( )Tank covers filling Agitaflon when emptying( )13asin surface mats of solids ( )Proven biologlcaladdiUvesoroxldants Sattling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid surface position Mixing while filling level AgitaUcn when emptying ( )Remove setted sollds regularly Manure, slurry or Agitation when spreading ( )Soll injection of slurry/sludges sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use outlets ( )Proven biological addlUves or oxidants Dead animals Carcass decomposition ( )Proper d1sposition of carcasses Dead animal Carcass decomposition ( )Complete coverIng of carcasses In burial pits disposal pits ( )Proper locatIon I construction of disposal pits Incinerators Incomplete combustion ( )Secondary stack bumers. S land Ing water Improper drainage (V)Farm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly mainWned access (v)FarM access road maintenance onto public roads roads from farm access Additional Information: Available From, SwIne Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Rem"es, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge —Lagoon TreatrnentEBAE12M8NCSU-BAE Swine PrMuction Facility Manure Management:Underflcor Fluse-Lagoon Treatment 12MBNCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; 5BAEJ 03-83NCSU-BAE Calibration of Manure and Wastewater ApplicatIon Equipment ESAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swlne Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Opdon s for Mana g 1 n g 0 dor', a re port fro m the Swl n a 0 d or Ta sk Fo rce NCSU AUH Communication Nuisance Concerns In Animal Manure Management: Odors and Files, PRO101, Florida Cooperative Extension 1995 Conference Proceedings The issues checked ( ) pertain to this operation. The landowner / integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Management Pracfices have been rE with me. (Landowner Signature) 13 MORTALITY MANAGEMENT METHODS (Check which method(s) are being implemented) Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial will be at least 300 feet from any flowing stream or public body of water. ( V ) Rendering at a rendering plant licensed under G. S. 106 - 168.7 ) Complete incineration In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) 14 I /-0// -1/ 9 �(- POST OFFICE BOX 759 a ROSE HILL, NORTH CAROLINA 28458 (919) 289-2111 October.12, 1994 Mr. Mike Sugg District Conservationist USDA - Soil Conservation Service PO Box 277 Kenansville, NC 28349 Re: J. B. Stroud - Nursery Addition Dear Mr. Sugg: REC/Fi"T� WA or-�;Tl m Non-DllsohrT-ga pormiffi-Ing Enclosed for your review is the completed Animal Waste Management Plan for the above referenced swine farm. Specific items included in this package are as follows: - Location Map - ASCS Tract Map - Soils Investigation Report - Lagoon Design Spreadsheet - Operation & Maintenance Plan for Lagoon - Construction Specifications for Lagoon - Site Seeding Requirements - Earthwork Calculations - Site Plan with Construction Details It is my understanding that the Waste Utilization Plan for this farm will be developed for the grower by your office. Please contact me at (910) 289-2111., ext. 592 if you have any questions concerning this package. Sincerely: A /��- 1-,J� M. Kevin Weston Engineering Technician MKW Enclosures cc: File - J. B. Stroud Kim Paatram, Dave Roland, only) (complete package) Murphy Farms Construction Dept. (site plan only) Murphy Farms Transportation Dept. (site plan 11. 6� Ve If 41 lk ITI ilk ri uM Aq ib I 7 .3 - .., , � , , - ..) . , ­ , - �� , L'.-. i , . . " --.� ,rc,'.-,��,',!�',.",,7.';�"4i;--'- '. �,-_i,rl:g. - T .- , . -, � - �, ,, .1 -. -,..,.,7.,.-I, �t� 1 : � .. 0 - -,jqwl-­.7T,.-,7T�, i, A- - "r,"l- .- -_­_o-_-` ,- 7.;?,., - -.4 le r ,,,�, . � _,., �.%'..­,,' . �,,'.�', -., ; " " -,�..; ,i�, . 2,.0 1. .". '� . .. '. ',--,. �, ".. ;�,., , �. . i., - - , . -. .., . � .t .. ,-, ..; _, ,m.' � , -, - I --- � . " . - -. - 0. . ­_ - � ­.T­,l.,.. - - - . " - , - -, � .., -,�k, � , - - " � -...�� . . - , - �..­ .... ". � - . ", , . _11,4, -.;,:;A;, ',._ ". .. 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SOILS INVESTIGATION PROJECT: COUNTY: —.jo4;7,'" DATE: FIELD INVESTIGATION BYL_,� S ITE SKETCH MEN MEN MOMMEM -MEW. INE MIUMKE� m- mmm���� MEME.,inimmism= WE ME Boom MMMMlMl MINNIE IRMMMMMMMMMIMNME mm BORING DEPTH SCALEI- WT-.i P- BORING NUMBER AND PROFILE ISE 0 F , MR, ME ISE &W. I m ME BORING I SAMPLING ME7HOD: SIGNATURE: r I Operator:JAMES STROUD County: OUPLIN Distance to nearest residence (other than owner)i 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. sows (f arrow to feeder) x 522 lbs. head (finishing only) x 135 lbs. 0 sows (farrow to wean) x 433 lbs. 2200 head (wean to feeder) x 30 lbs. Describe other Date: 09/14/94 1500.0 feet Total Average Live Weight 2. MINIMUM REqUIRED TREATMENT VOLUME OF LAGOON Volume = 66000 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW 1 CF/ib. ALW Volume = 66000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) ----------- — — — ----- Inside top width (feet) ------------- — — ----- IaC.0 Top of dike eleva.tion (feet) ----------------- 49.0 Bottom of lagoon elevation (feet) ---------- — 39.5 Freeboard (feet) ----------------------------- 1.0 Side slopes (inside lagoon) ------------------ 3.0 1 Total deGign volume using prismoidal formula SS/END1 S3/END2 SS/SIDEI SS/STDE2 LENGTH WIDT14 3.0 3.0 3.0 3.0 114.0 174.0 0 lbs 0 lbs 0 lbs 0 lbs 66000 lbs 0 66000 lbs DEPTH 8.5 AREA OF 70P LENGTH * WIDTH = 114.0 174.0 19836 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 63.0 123.0 7749 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH WIDTH * 4 88.5 148.5 52S69 (AREA OF MIDSECTION 4) CU. FT. [AREA -TOP + (4*AREA MIUSECTION) + AREA BOTTOM] OEPTH/6 14836.0 52569.0 7.749.0 1,4 Total Designed Volume Available = 113552 CU. FT. r 5. TEMPORARY STORAGE REQUIRED ORAINAGE AREA: Lagoon (top of dike) Length * Width = 120.0 180.0 21600.0 square feet Buildings (roof and lot water) 0.0 square -feet Describe this area. TOTAL CA 21600.0 square feet Design temporary storage period to be 180 days. SA. Volume of waste produced Fece-B urine production in gal./day per 135 lb. ALW 1.37 Volume 66000 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days Volume 120560 gals. or 16117.6 Cubic feet 58. Volume of wash water This is the amount of -fresh water used for washing floors or volume of frash'water used for a flush system. FlUsh systems that: recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day 1BO days storage/7�48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in excess of evaporation Use pQr-iDd of time when raLnfall exceeds evaporation by largc�,�t amount. 180 days excess rainfall 7.0 inches Volume = 7.0 in * CA /. 12 inchei; per foot Volume = 12600.e cubic feet 5D. Volume of 25 year — 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 12600.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE SA. 16119 cubic feet 5B. 0 cubic feet 5C. 12600 cubic feet 50. 12600 cubic feet TOTAL 41318 cubic feet G. SUMMARY Temporary storage period====�—====�========> 180 days Rainfall in excess Of evaporation=�—===--> 7.0 inches 25 year — 24 hour rainfall===============�=) 7.0 inches 1.0 feet Side 3.0 : 1 Inside top 120.0 feet Inside top 180.0 feet Top of dike elevation======�—========�-======> 49.0 feet Bottom of lagoon elevation==�—�—============> 39.5 feet Total required 107318 cu. ft. Actual design 113552 cu. ft. 7eascrial high watertable elevation (!5[-1WT)===> 0.0 feet Stop pumping 45.5 feet Must be > or = to the SHWT 0.0 feet Must be > or = to min. req. treatment el.=> 15.5 feet Required minimum treatment volume========—�=> 66000 cu. ft. Volume at Stop Pumping elevation�—=========> 69174 cu. ft. Start pumping 47.2 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 2S yr.— 24 hr. rainfall==> IOD952 cu. fL. Volume at start pumping 98230 CU. ft. Required volume to be 28718 cu. fL. Actual volume planned to be Pumped======-'--===> 29056 cu. ft. Min. thickness of soil liner when required==> 1.4 feet 7. DESIGNED BY: APPROVED BY:�-4,PJ,,e� DATE: DATE: 10114-lq4 NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: LRATION AND MAINTENANCE PLAN SHEET 1 OF 2 This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year — 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year'. The 25 year rainfall will not be a factor to consider in an annual Pumping cycle, but this storage volume must always be� available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker InUst be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather. soils, crop. and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gUn irrigation. Care should be taken wher applying waste to prevent damage to crops. The following items are to be carri,2.d out: I . It is strongly recommendad that the treatment 1.-�igoon be pre — charged to 1/2 its capacity to prevsnt excessive odors during start—up. Pre —charging reduces the concentration of the initial waste entering tha lagoon thereby redu.cing odors. Solids shOUld be covered wiLh efflu,4?rfl: it: all times. When precharging is complete, fLush buildings with r`eCyCled 1�IgOWI liquid. Fresh water should not be us,:�d f0i' flUSIlLng after initial filling. 2. The attached waste utilization plail shall be followed. This plan recommends sampling and ter�ting of waste (seL- attachment) before land application. 3. Begin temporary storage pump —out of the lagoon when fluid level reaches the elevation 47.2 as marked by permanent marker. stop pump — out when the fluid level reaches elevation 45.5 . This temporary storage, -less 25 yr— 24 hr storm, contains 28718CUbic feet or 214808 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, arid Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SHEET I OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS FOUNDATION PREPARATION: The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use or the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift'of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brCLIght up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer will be compacted by complete coverage with the hauling and -spreading equipment or standard tamping roller or other equivalent method. Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervicus materials from the require� excavations. Construction'of fill heights shall include 6 percent -for settlement. Dikes over IS feet in height and with ar impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to th* downstreani too of the dl.!�.e. Precautions shall be taken during constrUCtiC.-I to prevent exc�!ssive erosion rind sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL. BE 1.4 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SEcTim OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED -BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficie nt use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified arid moistened as needed before placement of the next lift. The single most important factor affecting the overall compacted perme— ability of a clay liner, other than the type of clay used for,the liner, is the efficient construction processing of the compacted liner. The sequence of eqUipment use and the routing of equipment in an estab— lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a tarnping or sheopsfoot roller is the preferable type of cumpaction equipment. The soll liner shall be protected frorn the discharge of waste outlet pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are inclUded with this Construction SPOCifiCdtiOn. CUTOFF TRENCH, A CUI.-Off trefich shall b.:D constructed unde r the embarkment area when shown on a typical cros,.; section in the plans. The firiaL d2pth of the cutoff trench shall be determined by observation Of tht- fOLindatlon materials. VEGETATION: All exposed embankment and other bare constructed areaG shall be seeded to the planned type of vegetatior as soon as possible after const.ruc— tion according to the seeding specifications. Topsoii should be placed On areas of the dike- and ppd to. be seedud. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season ddtes for seeding. Permanerit vegetation should be established as soon as possible dUring the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 1.5 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 90.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET, SOIL CONOITIONS) SEEOIN3 DATES: SEPTEMBER,, 1 To Novc-�mc:Ep FEBRUARY 1 TO MARCH 30 45.0 LBS. RYE GRAIN AT 30 LBS./ACRC- (NUR3ERY FOR FE-3CUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. li SEEDING DATES: MARCH 15 TO JUNE 15 0.10 LBS. HULLED COMMON BERMUDA G��;IS5 IT 8 L13S./!)C7,E (SUITED FOR MOST SOIL CONOITICNS) SEECING OATES; APRIL 1 '70 IULY 31 E 0,0 LBS. UN11--lULLED COMMON BERMUDA Lr.ASS AT 10 LESS./ACRE SZEDING DATES� JAHUARY 1 TO MARCH -30 60�0 LSS. RYE GRASS AT 40 1-33./ACRE (TEMPORARY VEGETATION) I "JEEDING DATES: OCCEMBER I TO rlA'r--,'CH 30 L 13 S - AP17LY THE I�QLLOWIHG; 1500.0 LD-j. OF 10-10-10 FEf�TILIZEP (1000 LD'-,/ACRE) 3.0 TONS OF DOLOMITIC Lll'-IE (2' TONG/ACRE) IEO.re) BALES O�l SN,�LL ',!RAIN STRAW (1122) UALES/ACFE) ALL SURFACE DRAINS 3HOUL0 CC: IN'3'FALLLLD PRIOR FO '�-EEOTNG- 13 !-: ,I P c ALL DISTUR3ED AREA IMPIEDIATELY AFTER EARTH MOVING IS COMPLETEO. A.')PLY LIMZE AND rERTILIZER' THEN DIS'K TO PREPARE A 3 To � INCH SM007H SEEDOED. APPLY SEED AND FiRm sc,EDoEo wi-ri,i A CULTIPACKER OR SIMILAR EQUIPMENT. ;'.PPLY MULCH AND SECUrILL: WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA SAHIAGRASS IS SLOWER TO ESTASLTSH THAN COMMON BERMUOA GRASS. WHEN USING BAHIA, IT IG RECOMMENDED THAT 0 LBS./ACRE OF COMMON SERMUOA BE INCLUDED TO PROVICEE COVER UNTIL BAHIAGRASS IS ESTABLISHEO. AN- 4 6, U "Duplin M: NOv -ADY' WAJF� Uu/,�Li i K L M N 0 P NM-D1scha!,,2 >J'BIStroud ir ­===>Duplin DiBt.t0 nearest residence (other than owner): ,sows (farrow -to sows (farrow to head (finishing TO PRINT sows (farrow to wean):=== ALT-P head (wean to feeder):=========="-===========> 1760 Storage volume for sludge accum. (cu. ft.):=> O&M PLAN Inside top 129.5 ALT-O 2 Inside top 123.0 3 Top of dike at elevation;========m==========> 52.4 TO CLEAR 1 1.0 ALT-C j Side 2.6 25 Year - 24 Hour Rainfall==================> 7.5 SEEDING Bottom of lagoon elevation:-===============> 40.8 SPECS. 3 Total required volume:=============> 84941 ALT-S Total design volume avail.:========> 95220 3 Design end pumping elev.t===================> WASTE 3-Jun-92 12:51 PM r 0 CARROLUS. FOODS, INC. P. 0. Drawer 856 WARSAW, NORTH CAROLINA 28398 'FACILITY DESIGN AND WASTE MANAGEMENT PLAN FARM NAME OR NUMBER Z-J$LDL?,b FARM DESCRIPTION Ny 'stA4 -p- LOCATION COMPANYFARM �o CONTRACT GROWER 0 TABLE OF CONTENTS Vicinity Map .............................................. I ASCSField Map ............................................ 2 Soils Map ................................................. 3 Soil Investigation Worksheet . 4 . 0 0 0 4 ......... 4 Waste Treatment Plan .. ............. ...... 5 Waste Utilization Plan .. 9 4 oe e **..* ....... * .... * 6 Operation and Maintenance Plan . . o s ... * .... 7 Construction Specifications For Lagoon 8 Seeding Plan (Farm Site) .................................. 9 Computer Drawing of Existing Ground ...... 44**0*4*010 Existing Elevations . * a a . * ... 4 a o * o-* Lagoon Cross Section Diagram ...... Computer Drawing of Proposed Lagoon L Building Pad ........ 13 Site Balance Report Computer Drawing - All Data - Proposed Computer Drawing - Contour Lines ...... 40000 ...... 16 Computer Drawing - Sloping Lines Computer Drawing - Blov-up. of Lagoon Corner .******* ....... Is Building Pad Elevations ................ ....... IS Computer Cross Section - Existing - Proposed - Balanced ... 20 Facility Overlaid on Existing Topo Map .....oseo ........... 21 e . cj % fir Fit ir 16 W9 r Fri P .k. 1" lb v f TN _AA 4 1 % vu, 7. 1, kR�ir' �F* I P-W 5� cl, E., w.i _N 2w "t *0" L �A 7k p e 401 Jul 1W 01 _T, 4- ":4-1 IF ;r-� V4 A., % -;, . - 2k L _j .; ... L�, -­ 4o IF Am Z. , w:26 14' j7. r 'k V -VP7 �f4 000e, VM i®Rl.. p j6� , 4 4 T. 7, 11, �w 44" tg­ Ac Ahze lR Y, :77 .4. ioo '4 41 1— -,j *4L; J�L.'j� 4 W- ioe Wt*A, ? We, :111; t q -.1 F'r' 0 A 46 q: Ir dp A.' 40" !j4' J6 or op 00, OP i-N ' W, 6 1. _t It' L !Or' 12, 4�' �01 cp Nr - . JW� §1 le! 44 op ";P, I NIV ...),j ..,I. M Tit J AY) ATI % - W144 � n"M, % Vt, L A I A - MR f r4l dm�� r 1 O.Ak.� '41 v P 0,. ztor.j-B- STROUD County: DUPLIN Date: 06/02/92 Distance to nearest residence (other than owner): 1000.0 feet 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. 0 lbs 0 sows (farrow to feeder) x 522 lba. 0 The 0 head (finishing only) x 135 lbs. 0 lbs 0 sows (farrow to wean) x 433 lbs. 0 lbs 1776 head (wean to feeder) x 30 lbs. 53280 The TOTAL STEADY STATE LIVE WEIGHT (SSLW) S3280 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON volume 53280 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW- I CF/lb. SSLW volume - 53280 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION volume 0.0 cubic feet ; "Owner requests no sludge storage. Sludge will be removed as needed." 4. TOTAL DESIGN VOLUME inside top length 125.0 feet Inside top width 120.0 feet Top of dike at elevation 52.4 feet Freeboard 1.0 feet ; Side slopes 2.5 z 1 (Inside lagoon) -Total design lagoon liquid level at elevation 51.4 feet Bottom of lagoon elevation 41.4 feet Seasonal high water table elevation q,&.z feet Total design volume using prismoidal formula SS/ENDl SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.5 2.5 120.0 115.0 10.0 AREA OF TOP LENGTH * WIDTH - 120.0 115.0 13800.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH - 70.0 65.0 4550.0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH WIDTH * 4 95.0 90.0 �4200.0 (AREA OF MIDSECTION 4) CU. FT. KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO DEPTH/6 13800.0 34200.0 4550.0 1.7 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 87583 CU. FT. S. TEMPORARY STORAGE REQUIRED DRAINAGE AREA.* Lagoon (top of dike) Length * Width - 125.0 120.0 15000.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 15000.0 square feet Design temporary storage period to be 180 days. S'. Volume of waste produced Approximate daily production of manure In CF/LB SSLW 0.00136 Volume - 53280 L bs. SSLW * CF of Waste/Lb./Day 180 days volume - 13011 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in SA. Volume 0.0 gallons/day 18.0 days atorage/7.48 gallons per CF Volume 0.0 cubic feet Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall 7.0 inches Volume - 7.0 in * DA 12 inches per foot, Volume - 8750.0 cubic feet 5D. Volume of 25 year - 24 hour storm Volume - 7.5 Inches / 12 inches per foot * DA volume - 9375.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE SA. 13011 cubic feet 5B. 0 cubic feet 5C. 8750 cubic feet 5D. 9375 cubic feet TOTAL 31136 cubic feet 6. summARY Total required volume 84416 cubic feet Total design volume avail. 87583 cubic feet Min. req. treatment volume plus sludge accumulation 53280 cubic feet At elev. 48.7 feet ; Volume Is 54118 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 78208 cubic feet At elev. 50.7 feet ; Volume is 77560 cubic feet (start pumping) Seasonnhigh,water ta le elevation f cat APPROVED BY: 7. DESIGNED BY: DATE: DATE: (Q 5C-S 'ZI/d 9.1 "-F C�� ry 00 r re C.�- NOTE: SEE ATTACHED WASTE UTILIZATION PLAN Owners name--:J B STROUD County:DUPLIN Mail Addregg-:RT 1 BOX 76A MAGNOLIA,N.C. 2a453 Type of production unit ---- :WEAN -FEED Type of waste facility-----:AnaerobiC Lagoon Your animal waste management facility has been designed for a given storage capacity. When the waste reaches the designed level, it must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops on the fields where the waste in to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle and annual sail tests are 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. 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. soil types are important as they have different infiltration rates and leaching potential. waste shall not be applied -to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface Is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements may be more or less based an the waste analysis report from your waste management facility. The design of your waste management facility is based on the followIng: Amount of Waste Produced Per Year: ---------------------------------- 1776 animals x 0.4 tons waste/animal/yr- 750 tons total waste Page 2 Amount of Plant Available Nitrogen Produced Per Year: ----------------------------------------------------- 1776 animals x 0.48 lbs. N/animal/year a 8S2 lbs./yr Available N 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. Your facility is designed for 180 days of storage. Therefore, it will need to be pumped every 6 months. Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to No. No. Type Code Per Ac. Used Apply ----- ------ 13 2C40 M&f T2618 1 AuB' 3 4 Tons 2 0 0 -2-F. 0 -U*r F-MAY, S-N Total -1.&- 0 _40ee- Available Nitrogen 852 Surplus Or Deficit -44-5e- - 11q1& crop codes; 1-Cereal grain; 2-Corn; 3-Fescue; 4-Range Gr. Bermuda S=Control Grazed Bermuda; 6-Hayland Bermuda Narrative of Operation: ----------------------- call the Soil and Water Conservation District office after you receive waste analysis report to obtain the amount per acre to apply and the irrigation application rate pr 1 in waste. 11 kt � rhA AJ Prepared by: N Xcie a Date concurred in b y -/7 e�vg� OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include soiid set, center pivote guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following Items are to be carried out: 1. it is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump -out of the lagoon when fluid level reaches eleva- tion 50.7 as marked by permanent markers. Stop pump -out when the fluid level reaches elevation 48.7 or before fluid depth Is less than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate Is 0.4 inch per hour. S. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish In vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- clearing: All trees and. brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one 11) foot. -satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut-off Trench: A cut-off trench (when specified) shall be installed as shown in the plans. construction; ------------- construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall not be placed in standing water and reasonable compaction of the fills shall be performed by the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilled and compacted with a suitable material (is-CL,SC,CH). Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. - Vegetation; All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction. e SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 1-0 ACRES USE THE SEED MIXTURE INDICATED: 0 LES. FESCUE GRASS S 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS.JACRE (SEE FOOTNOTE No. 1) SEEDING DATES: MARCH 15 TO JUNE 30 8 LES. HULLED BERMUDA GRASS 5 8 LBS.IAC. ISUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL I TO JULY 31 0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE) 0 LES. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER I To MARCH 30 LBS - "PLY THE FOLLOWING: 1000 LES. OF 10-10-10 FERTILIZER (1000 LES./ACRE) 2 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 100 SALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIKE AND FERTILIZER THEN DISK TO PREPARE A 3 To 4 INCH SMOOTH SEEDBED.' APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASs IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. Orientation: -45.0 ISO. 60. 49. 49. 49. 49. 49. 49. Lower Left Z Mounificationt 146.1 30 Mash Surfaca Existing Project: J 5 STROUD Drawing: OFF 51TE NURSERY Number: Location.' Bid Date: Enginear: Owner.' Estimator., Prepared bU: using Sitawork Xnclination: 20.0 ;1W noun burrace W 50.00 Plot of nil data for the surface; Existina Project: J B STROUD Drawing: OFF SITE NURSERY Number: Location: Bid Date: Engineer: Ownsk': Estimator: Prapmrad bU: using Sitawark JLI E-W-- v r- -P los s-rO R PAO F� IEL rrv,, 57 4s eaAl Fi PJ E r,4 E klr I 13 UIL 01 NCw I*JUG zl I I LI-I I I 01 pi "I" rl ItookhrEs 4 -slorm sibc- 540t rdev. C) VP P'T TA t h't K4 t ti T LAGDott bc�TH D r- P, 1) /�3*00r^ Op 'ROTIOM C-LP-YA-r IoN LI 1. 43 ut V A-r I D tj Op m�r,- c- ILY. 6 D. �il qa -SETTLEb TO of: blKt -stbe -ALjDPE- a -b '. I - f�t& I tht4c & j L I tE-VA4 "oAls Orientation: -45.0 64. 52. 50. 48. 46. 44. 42. 40. Lower Left Z Magnification: 9.3 3D Mash Surface BaLanced Project: a e STROUD Drawing: OFF SITE NURSERY Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared bW: using Sitswork Inclinatlinrl! ae- a 3D Mash Surf a Fill shrink/owell percent: 20.00 Cut shrink/swell nercent; 0.00 Iterating to balancing Lrithin 10.0 cubic yards... delta Cut Fill CUT - FILL 0.00 2830-16 997.a2 1832.34 1.30 2265-15 2483.21 -218.06 1.16 2321.49 2320.74 0.7S Raise *Proposed" by 1.16 feet. New surface called "Balancedo has been created. Project: J 6 STROUD Drawing: OFF SITE NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework 13 DaUlight Plot of all date for the surfmcm: Balawmad Project: J 8 STROUD Drawing: OFF 5XTE NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bUt usirg Sitawark_- si*16 I DoWlight .43 .43 .43 0 0 tk -��OVQN -,4 Plot of the contour data for the surface: Balanced Fcojact: J 8 STROUD Grawing: OFF SITE NURSERY Numbar: Location: 8id Date: Engineer: Own1r: Estimator: FPrepared bU: using Sitswork mommrzcm m X3 H-0 rm I I rP 393 CL n 9 lb 0 H. a H. 11 cr E L,4 a 3 3 a rta I.-M 0 0 3 n 13 .1 a -0 0 L, b n I 0 CL 0 (A a H -1 Im m tr c mo C z 13 910 c m 01 -C U) 0 I.- I & :r n Z;@r* 43 Plot of the cnntour data for the surface: Balanced Pr13jCCt J 0 STROUD Drawing: OFF SITE NURSERY NLMLbwr*. . Locationt Bid Date: Enginamr-2 Owner: Entimatma': Prepared hW: using Sitawork I sl* 16 i 1 8 STROUD: OFF,SITE NURSERY: Balancmd e2 .3UN 92 2.1 e 3 Ph. I 151.16 : J 8 STROUD: OFF,SITE NURSERY: Balancmd 02 JUN 92 2*.03 PM. 54.90 62.00 So. eis 48. e9 46.00 44.00 - 42.00 A� 00 (14.24,160.46) C282.79), (264.62,243.64) : i a STROUD: OFF,SITE NURSERY 02 Jum 92 2:93 Ph . .... ILI ......... kk T-1 - -r-�7 - Im j '_A_ L7% pw it m 1.6 P _4_4 --- ---- ' :El k m 4k 4 J.-L. IF I -OPI 4r war sp 14 I k - .+ . .. I q T 1 F, State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED James Stroud Jr. Elder Creek Fann 315 JB Stroud Rd Magnolia NC 28453 Farm Number; 31 - 432 Dear James Stroud Jr.: " fflza"'�W'A "4 FR, F-7CrT 5 �­ T 2 5 "Ju'J NC'ID�ENR NORTH CAROLINA DEF-ARTME114T OF' ENviRoNMENT AND NArUFRAi_ RF-souRCES October 23, 2000 You are hereby notified that Elder Creek Farm, in accordance with G.S. 143-215. 1 OC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facili ' ty to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. 'Me attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of The Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call Theresa Nartea at (919)733-5083 extension 375 or Stoney Matthis with the Wilmington Regional Office at (910) 395-3900. Sinc ly, ?e�e r� err T. �oZrKerr T. Stevens cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-733-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director James Stroud Jr. Elder Creek Farm 315 JB Stroud Rd Magnolia NC 28453 Dear James Stroud Jr.: L7?W,A NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANo NATURAL RE50URCF-5 December 30, 1999 Subject: Fertilizer Application Recordkeeping Animal Waste Management System Facility Number 31-432 Duplin County This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN) application on fields that are part of your Certified Animal Waste Management Plan. In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers. Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to be kept on the appropriate recordkeeping forms (i.e. D1,'R1, IRR2, DRYI, DRY2, DRY3, SLURI, SLUR2, SLD 1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ) compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an appropriate enforcement action, Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or pen-nitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the DWQ staff at (919) 733-5083 ext. 571. Sincerely I dl 4,;;p Kerr T. Stevens, Director Division of Water Quality cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirnwtive Action Employer 50% recycled/10% post -consumer paper JUSTIFICATIO UCUMENTATI \1 Facility Number - 0ap Farm Name: E�,JdLd'- On-Site Rep resentati ve -_'YA"v�( 2M Inspec tor/Reviewer's Name: Date of site visit: /147- Date of most recent WUP: 3-,2A4_ Rcvised April 20, 1999 FOR MANDATORY WA DETERMINATION Operation is flagged for a wettable acre determination due to failure of Part If eligibility item(s) F1 F2 F3 F4 Operation not required to secure WA, determination at this time based on exemption El Ei E3 E4 Operation pended for we,0950.acre determination based or ( ��Y P2 P3 Annual farm PAN deficit: pounds 4 :�;Trd-hoste traveler, -2. center-�pivDt -system; 3. linear -move system; Irfigation System( -circle#. 4. stationary sprinkler system w/permanent pipe-, 5. stationary sprinkler system w/portable pipe; 6. stationary gun system w/permanent pipe; 7. Stationary gun system w/po'rtable pipe PART 1. WA Determination Exempfions (Eligibility failure, Part 11, overrides Part I exemption.) El Adequate irrigation design, including map'depicting wettable acres, is complete and signed by an I or PE. E2 Adequate D, and D2/D, irrig ation operatin4parameter sheets, including map depicting wettable acres, is complete andt.igned by an I or PE. E3 , Adequate D, irrigation operating parameter sheet, 'including map depicting wettable acres, is complete and signed by a WUP. E4 75% rule exemption as verified in Part 111. (NOTE:75 % exemption cannot be applied to farms that fall the eligibility checklist in Part If. Complete eligibility ch ecklist, Part I I - F 1 F2 F3, before completin g computational -table in Pa rt I 11). PART IL 75% Rule Eligibility Checklist and Documentabon of WA Determination Requirements.. WA Determination.required -because. operation fails -.one of the eligibility requirements listedbelow: _F1 Lack.of:acreage�-whichTesultedinmver-mpplicabon-mf--wasteAmterz(PAN) on:spray:..--- field (s):accorcling-iolarm'slasttwo .Years Mf_-TMg-atDn3-ec:ord s.-.-- - F2 U nd e ar,11 egibl e,- or I ack of information/map. F3 Obvio us -field 7ftftabOnS -(numerous 3Jitches' ;dY1lu­re:to:deduct:re quired:-_., bufferlsetbackacreage;7oi-25 W-oftotal zacreage-identifibdirfLAWIVI P.1--in bi udes small, -irregularly -shaped -fields -z-fields-.Iess'fhan-5mcres-fortr�velers-or.less-than 2 a6res-for.ztationaryzpdnklers).- F4 WA d etermin ation required beca use CAWM P -credits -fiel d (s)'s acreagei n excess of 75% of the respective field's total acreage as noted in tablein Part 111. Facility Number -2 - Y 2,- Revised April 20, 1999 Part III - Field by Field DetermInaflon of 75% Exempfion Rule for WA Determination RACT FIELD TYPE OF NUMBER NUMBEW-2 IRRIGATION SYSTEM LTOTAL CAWMP ACRES ACRES FIELD COMMENTS3 % Ad q�uo 'q'ao L 21 FIELD NUMBER' - hydrant pull, zone, or.point numbers Tnay be used in place of held numbers depending on CAWMP and type of inigation'system. - If pulls, etc. cross -more -than -one field, inspector/reviewer will have to combine fields to caJculate 75% field by field determination for exemplion;-othervilse Dperabon will be sub)ect to WA determination. FIELD NUMBER2 - must,be clearly delineated -on-map. COMMENTS3 - back-up fields with CAWMP acFeagemexceeding75% of its total:acres -pnd havingTeceived less than 50% of its annual PAN as -documented in thefarrn's-previous-two years'(1997 & 1998) of irrigationTecords,-cannot serve -as -the sole basis -forrequiring u WA Detertnination:�.Back-up:fields-Tnust -be -noted in the-cornmentzection.and must be accessible by irrigation system. Part IV. :�d �nA-Determlnations - P1 P Ian -.lacks Jollowing information:- _.. alwj P2 Plan -revision - may.safisfy-75% rule �d OhNre 1 11 adjusting -all field -acreage--to'below Ualec'use-rate P3 Other (ieAn process of installing new irrigation system): State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office James R. Hunt, Jr., Governor Wayne McDevitt, Secretary Division of Water Quality January 9, 1998 Kenneth Best Duplin County Environmental Health PO Box 948 Kenansville, NC 28349 4 '&ya Mom I no F4CDENR NORTH CARoumA DWARTMENT OF ENMROMmEwr AND NffURAL Rr5ouncEs Subject: Notice of Violation for Elder Creek Farm (James B. Stroud) Dear Mr. Best: As you requested, I have enclosed the Notice of Violation for Elder Creek Farm (James B. Stroud). I have also included the inspection forms for the two visits that we made to the facility in November of 1997. If you need any additional information, please contact me at (910) 395-3900. Sincerely, Andrew G. Helminger Envirom-nental Specialist ccaWilifti0ton.'Files 4 . SAWQS\ANDYA\HEST. LET 127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper State of North Carolina Department of Environment and Natural Resources Wilmington Regional Offlce Jarnes B. Hunt, Jr., Governor Wayne McDevitt, Secretary December 9, 1997 gm,411010 SF434 KINN ILI) 19114 011,41 CIO) go I W 8 10 9-919) 113 191 Mr. James B. Stroud Elder Creek Farm 315 J.B. Stroud Road Magnolia, NC 28453 Subject: Notice of Violation Elder Creek Farm Farm Number: 31432 Duplin County Dear Mr. Stroud: 4 0 IT 0 A&4 Ad�N�Whmg�lv NCDENFt NOR, H CAFROWNA DEPARTMENT OF ENVIRONMCNT AND NATuFtAL Rr_5ouF:zr_cz You are hereby notified that Elder Creek Farm, which has been permitted to have a nondischarge permit for an animal waste disposal system pursuant to 15A NCAC 2H.0217 and G. S 143.215. 1, has been found to be in violation of its Animal Waste Permit. On November 12, 1997, In response to a complaint, staff from the Wilmington Office of the Division of Water Quality inspected your animal operation and the lagoon(s) serving this operation. The over-appli cation of waste had resulted in the runoff of animal waste from the spray field. In addition, animal waste was observed in a drain located near the rear of the facility leading to the nearby tree line. This incident resulted in a discharge of animal waste to adjacent property. This incident is a violation of your Certified Animal Waste Management Plan (CAWMP), The Division of Water Quality will may proceed to revoke Elder Creek Farm's permit unless the following conditions are completed: 1. Immediately eliminate the discharge of wastewater and/or list actions to correct the noted violation. 2. Make any and all modifications needed to ensure there will be no future discharges. 127 North Cardina I Dr., Wilmington - North Carolina 28405 Telephone 910-395�3900 FAX 910-350-2004 An Equal Opportunity Affirmative Ltion Employer 50% recycled/10% post -consumer paper Mr. James B. Stroud Page 2 To remain a permitted facility, all corrective actions must be made within seven (7) days. Failure to comply with the above conditions will cause the existing animal waste management system serving your animal operation to be considered in operation without a permit as required by North Carolina General Statute 143-215. 1. Please be advised that this assessment does not prevent the Division of Water Quality from taking enforcement actions for this violation or any past or future violations. When all required corrective actions are complete, please notify this office in writing. If you have any questions concerning this matter please do not hesitate to contact either Mr. David Holsinger, of our Wilmington Office at (910)-395-3900 or Mr. Shannon Langley at (919) 733- 5083, ext. 5 8 1. Sincerely, aD41 � Rick Shiver, P.G. Regional Supervisor attachments cc. Harold Jones, Duplin County Soil and Water Conservation Sandra Wietzel, NC DSWC Ronald Kennedy, County Health Department Dr. Garth Boyd, Murphy Farms DWQ Operations Branch File Wilmington Files_ S:MQS\DAVEH\DUPL1N\3]-432.N0V Environmental Chemists, Inc.' envirochem L NlAn�[NG ADDRESS: TELEPHONE: SHIPPING ADDRESS: P.O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way Wtightsville Beach, (910) 392-0223 (Lab) Wilmington, CONSULTING North Carolina 28490 (910) 392-4424 (Fax) North Carolina 28405 CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERMCATE #37729 Date Sampled: Sampled ]BY: Report To: Copy To: NCDEHNR - DWQ Certificate No. 94 REPORT OF ANALYSIS Customer: NCDEBNR-DWQ 127 N. Cardinal Drive Ext. Wilmington, NC 28405 11/12/97 David Holsinger Rick Shiver David Holsinger EFFLUENT: J B Stroud Date of Report: Purchase Order-#: Report Number. November 25, 1997 7-3315 PARAMETER Sample ED FC1 I Nutrients FC2 2 Nutrients Lab ED # 8772 8773 # 8774 N 8775 Fecal Coliform, colonies/100mi 41,000 - 78,000 - Ammonia Nitrogen, NHrN, mg/L - 176 - 153 Total Kjeldahl Nitrogen, TKN mg1L 196 - 182 Total Phosphorus, P mg(L 39.3 - 50.7 Nitrate + Nitrite Nitrogen, NO3+NO.,-N mg/L 1.64 - 0,62 RECEIVED December 19, 1997 DEC 2 2 1997 Mr. Rick Shiver, P. G., Regional Supervisor North Carolina Department of Environment and Natural Division of Water Quality 127 North Cardinal Dr. Wilmington, NC 28-405 L( Dear Mr. Shiver: In response to the notice of violation I received on December 15, 1997 for Elder Creek Farm, we are notifying your office as requested - On November 12, 1997, 1 started the irrigation system at 10:00 a.m. and monitored it every 1 1/2 hours. At 1:30 p.m., the system was operating with no signs of ponding or runoff. When I returned at 3:00 p.m., there were few areas of ponding, and I proceeded to shu'L. the system down. The following items have been addressed concerning the situation that occurred on November 12, 1997. 1. The immediate corrective action taken to eliminate the discharge of wastewater was to shut down �he irrigation system. Upon your arrival to the farm, I foilowed your advice to dig two holes with the backhoe at the north end of the hay field to collect any possible runoft Rnd placed a mud pump at the collection basin to apply the liquid back on to the hay field. By following this plan, I prevented any liquid from reaching the waters of the state. 2. The second area of concern referred to in the Notice of Violation was near a drain at the rear of the facility. The following actions were taken upon your advice: blocking the drain immediately, forming a collection basin, and transferring all collected liquid to the lagoon by setting up the irrigation pump. After the pump was set up and this process started, it began to rain. We continued to drain the collection site. To ensure that this will not reoccur, I have chisel plowed the spray field and sown it with a winter cover crop. I will resprig it in the spring of 1998. In the future when the irrigation system is operating, I will monitor it more closely. I want to thank David Holsinger and Andy Hoffminger for their advice and recommendations to prevent any runoff to our state waters. If there are any other concerns, I can be reached by telephone at (910) 296-1564. Sincerely, 4061, James 8. Stroud, J cc: Dr. Garth Boyd, Murphy Farms Mr. Gary Scalf, Murphy Farms Environmental Chemists, Inc. enviro hem - L MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS: hk1b.— --.0At P,O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way Wrightsville Beach, (910) 392-0223 (Lab) Wilmington, CONSULTING North Carolina 28480 (910) 392-4424 (Fax) North Carolina 28405 CHEMISTS NCDEHNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729 Date Sampled: Sampled By: Report To: Copy To: EFFLUENT: J B Stroud NCDEHNR - DWQ Certificate No. 94 REPORT OF ANALYSIS Customer: NCDEHNR-DWQ 11/12/97 David Holsinger Rick Shiver David Holsinger 127 N. Cardinal Drive Ext. Wilmington, NC 28405 Date of Report - Purchase Order #: Report Number: November 25, 1997 7-3315 PARAMETER Sample ED FC I I Nutrients FC 2 2 Nutrients Lab ID # 8772 # 8773 # 8774 # 8775 Fecall Coliform, collonies,1100ml 4 1,000 - Ammonia Nitrogen, NHrN, mg/L 176 153 Total Kjefdahl Nitrogen, TKN mg(L 196 182 Total Photphorus, P mgtL 393 50,7 Nitrate + Nitritt �4itrogen, NO.3+NOrN mg[L 1.64 0.62 ENVIRONMENTAL CH EMISTS, INC 6602 Windmill Way :nvikoch ' em, Wilmington, NC 28405 -0223 Sgipple Collgaion gnd Chat:n of CujLo_dy_ Pho'ne. (910) 392 CKOL. FAX: (910) 3924244 CgIlecUd fly,., R Spgsj No-, SaMpLt jym: tali t. U-1paig tr Son. U er: SAMPLE IDENTIFICATION COUXXTJ 110 ED LAB ID PRESERVATION ANALYSIS REQUESTED DATE TIME NONE I_MSO I IIN0,__j N20H I TIHO ER OTHER L -7 7 k't-� 17�a2 L' -2— C 4e-- -7 Maximum Holding Time Between Collection and Analysis: ROD 40-Uwm Coliform. in Wastewater 6 Hqum Col iforin in Drinking Water iffliqu �y Transfer Relinquished By: DateMme Received By: Date/Time Received w4th4c-&Mlater Chilled to 4?C. V;� No ArripntM! Delivered By E'Recelved By: - AA Date: i i I 1.% 7 Time-.-'�-.-" -IF 6. z' Environmental Chemists, Inc. ,�nvirochen�, MAILING ADDRESS: TELEPHONE: SHIPPING ADDRESS: G P.O. Box 1037 (910) 256-3934 (Office) 6602 Windmill Way Wrightsvillc Beach, (910) 392-0223 (Lab) Wilmington, CONSULTING North Carolina 28480 (910) 392-4424 (Fax) North Carolina 28Q5 CHEMISTS NCDERNR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729 Date Sampled: Sampled By: Report To: Copy To: EFFLUENT: J B Stroud NCDEHNR - DWQ Certificate No. 94 REPORT OF ANALYSIS Customer: NCDEHNR-DWQ 11/12/97 David Holsinger Rick Shiver David Holsinger 127 N. Cardinal Drive Ext. Wilmington, NC 28405 Date of Report: Purchase Order #: Report Number: November 25, 1997 7-3315 PARAMETER Sample ID FC I I Nutrients FIC 2 2 Nutricnts Lab ID # 8772 N 8773 # 8774 # 8775 Fccal Coliform, colonies/100ml 41,000 - 78,000 Ammonia Nitrogen, N113-N, mg/L - 176 - 153 Total Kjeldahl Nitrogen, TKN mg/L 196 - 182 Total Phosphorus, P mg(L 393 - 50.7 Nitrate + Nitrite Nitrogen, NO3+NOrN mg/L 1.64 - 0.62 ;� �q3 Z' enviro6h.em ENVIRONMENTAL CHEMISTS, INC Sample Collection and Qaln of C ,vAqdy- 6602 Windmill Way Wilmingtor4 NC 28405 Phone: (910) 392-0223 FAX: (910) 3924244 Colleckd-Bv.- RepoiftNo; Qammmlm qr%yrko- lt�flznarm# rManant wAbil cWhor. SAMPLE IDE14TEFICATION COLLECTION BOTrTfLE ID LAB ID PRESERVATION ANALYSIS REQUESTED DATE TIME- NONE ILSO, W4(X MOB T1110 OTHER C 'F77? 7yo C- 4?-,- T-k.,,U 7-e Maximum Holding Time Between Collection and Analysis: BOD4tKouX& ColiforminWastewater6Hou Coliform in Drinking Water affliQW1, Transfer Relinquished By: Date/Time Received By: Date/Time I 2 Received y4th-l"ater Delivered By: C0mments:Aa&'-J-"'4— e, to No -- Ace ted: Rejected: �ed By: -iL--J Date:idiz.79-7 Time: bi�-7? —T PZ 4e�r-z- ?S Mr ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way 0 Wilmington, NC 28405 Sample-CoAmilon and Chain affud—oft- Phone. (910) 392-0223 FAX-. (910) 392-4244 CWI&Md Dr, AA)6 ZEoe_ ROM N% III 14� Maximum Holding Time Between Collection and Analysir. BOD 4&BmuM Coliftin in Wask-water fil[Rum Coliform In Drinkinil Water 3QjffDAM I nTransfer Relinquished By: sf" Date/Time Received By: Datemme 2 Received wk"oe�Mster Chilled to CC: Yes NO AcceDted: ReiectiA-. Delivered By comments:4�0_'-'*"a— Received By: Date: I, Time: L!�-_7P !3. R State of North Carolina Department of Environment, Health and Natural Resources James B. Hunt, Jr_ Governor Jonathan B. Howes, Secretary November 13,1996 James Stroud Elder Creek Farm 315 JB Stroud Rd Magnolia NC 28453 SUBJECT: Operator In Charge Designation Facility: Elder Creek Farm Facility ID#: 31-432 Duplin County Dear Mr. Stroud: Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly, requires a certified operator for each animal waste management system that serves 250 or more swine by January 1, 1997. The owner of each animal waste management system must submit a designation form to the Technical Assistance and Certification Group which designates an Operator in Charge and is countersigned by the certified operator. The enclosed form must be submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a cerfified operator for your animal waste management system is a violation of 15A NCAC 2H .0224 and may result in the assessment of a civil penalty. If you have questions conceming operator training or examinations for certification, please contact your local North Carolina Cooperative Extension Service agent or our office. Examinations have been offered on an on -going basis in many counties throughout the state for the past several months and will continue to be offered through December 31, 1996. Thank you for your cooperation. If you have any questions concerning this requirement please call Beth Buffington or Bany Huneycutt of our staff at 919/733-0026. Sincerely, A. 2Preston Howard, Jr., P. ., Director Division of Water Quality Enclosure cc-. Wilmington Regional Office Water Quality Files RO� Box 27687, 1 -to, Raleigh, North Carollno 27611-7687 C An Equal OPportunity/Affirrnative Action Employer Voice 919-715-4 100 50% reCycled/ 1 00/o post -consumer paper Viewing Hogsite table with form F: Record 529 of 1000 main = Hogsite # 529 FACILITY #: 31-432 OWNER: STROUD, JAMES B. FARM NAME: ELDER CREEK NURSERY COUNTY: DUPLIN LOCATION: SR1922, .25 MI FROM SR1904 J.B. STROUD RD. NRCS PRIORITY: NO DEM PRIORITY: NO LETTER SENT: INTERGRATOR: MURPHY PHONE NUMBER: 296-1564 INSPECTORS NAME: WICKER INSPECTION DATE: 8/9/95 PROBLEM: RESPONSE FROM LETTER: LQS*- - - /* 47 - - tq��; 7 ell. S661 7, AOM 03AI30RJ SEA71 31 - q3?- N. C. DIVISION OF ENVIRONMENTAL MANAGEMENT COMPLALINT/EKERGENCY REPORT FORM WXLKXWTOM RJ?GTON" OFFIC9 Da telTlme: IL 3,9 7,95- le21,100 Raergency: Conplaint: County: Report Received Ftm: la7w;;F, Agency: A A, .5 C-"- PhoneNd. co*.Iafna t-.- 6yucm. Addresa:.,,,,,,,P Phone No. A014 .... 01A Complaint or Incident: 61"7211;�d "V ,0* V Tim and Date Occurred: :�( &,e z,,,> —2 6 - 9 S— Location of Area Affected: 0r-.- 4e,� fe&/ !�!Z :56e 1�?ar 409-r: Surface Waters Involved: Groundwater involved: other Age-ucies/Sections Notified: ,!L)& InvestigationDetailB:.- Immstigator:' A foliel Date: EPA Region XV (404)347-4062 Pesticides 733-3556 19mergLincy - t 733-3667 Wildlife Resources 733-7291 Solid and Hazardous Waste 733-2178 Marine Fisheries 726-7021 Water Supply Branch 733-2321 U.S. Coast Guard MSO 343 -4881 127 C&WiW DrWa ftwmion, WilmiVm, N.C. 2MS-3945 0 Telephone 919-395-390D 0 Fax 919-350-2004 An Equal Opporwnhy Affimadve Acdon Employer ,Aa%T.KA-,L 19ASTS MANAGMMU PL�AH CERTIFICATION FOR NMV OR EMPANDED FEEDLOTS plaaae return the co=,Vleted form to the Diviai= of Z=vj=on=e=tal Hazagaman the add --ago 0M the reverse aide of this fo--=. Name of farm (Please print) : Address - 315 J. B. Stroud Roa 1v1a9_n0.L.1_a_,__N(�_ ne County: in rZ, Farm location- Latitude and Longitude 5COI� /UfQQ�4_ci� (required) please attach a copy of a county road map with location identified. T,Zpe of operation (swine, layer, da etc .) .-SWinp Design capacity (nuniber of a-nimals) .3 0 Nursfa Average size cf operat-'an- (1:� month popular -ion avg.) : 3120 Average acreage needed, for land application of waste (acres) i 7-R Technical Specialist Certification As a technical specialist designated by the North Carolina Scil and Wa'�er Conservation Commission pursuant to 15A NCAC 6F .0005, 1 Certify that the new or e>cpanded animal waste management system as installed for the farm named above has an animal waste ma-nagement plan that meets the design, construction, operation a-nd maintenance standards arid specifications of the Division of -nvironmental management and the USDA -Sail Conservation Service 'and/or the North Carolina Scil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and ISA KICAC GF .0001--OOOS. The following e�lements and their corresponding minimLun criteria- have -been - verified by me or other designated technical specialists and are included in the plan as ap6licablet minimum separations (buffers) ; liners or equivalent foc lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or o�wnership of proper waste application equipment, schedule Ecr timing of anolications; application rates; loading rates; and the control of the discharge of polluta-nts from stormwater runoff events less severe than the 25-year, 24-hour storm. 2;&me of Technical Affiliaticn: M Address (Agency): ialist (Please Pri,t):M. Kevin Weston FaMo . _ Inc. Phone No. signature: ;e-". Date: 1-9,ZIZ owner/M&nager I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for.the fa_r­m named above and wil-I ir.-':lenent Cnese pro cedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division oE Environ.mental Ma-nage-ment: 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 oE the state either through a man-made conveyance or through r-unoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the fan-n and at the office of the local Soil and Water Conservatian District. N a=6 a f L� Owner (Please r . nt)- Signatur ! 7- /__�? - n_rl� 13. Stroud, Jr. Date. 2f-r Name of Mz&aiger, if different from owVer (Please print) Signature: Date: 119�2: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within Go days of a title transfer. DEM USE ON`LY:AcNEwN 60 31- W3 9L Ln cr, p > IV c 0 u T Col k,t r g-s of 41 Al ol 1-4 m It J 7 L t; -91 C4 f N J J UF R, P F7fY F A M I L Y F A R M S May8,1995 Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch P. 0. Box 29535 Raliegh, NC 27626-0535 Attn: Mr. Steve Tedder, Chief RE: Elder Creek Farm - Swine Facility Certification Duplin County, NC Dear Mr. Tedder: Enclosed is the certification form for the above referenced swine farm. The revision was a correction in the number of animals at design capacity. It was 2200 and should have been 3120. Please update your file with the revised form showing this correction. Sincerely, M. Kevin Weston Technical Specialist cc: James B. Stroud, Jr. Kim Patram, Murphy Family Farms Construction Department Duplin Soil & Water Conservation Post Office Box 759, Rose Hill, North Carolina 28458, (9 10) 289-2 111, FAX (910) 289-6400 �rl, :,� AVrH" WASTE HANAGMIZIM PLAN CERT1FTCAT::0H FOR 'TEMe; CR =PA1M=) FE:Er T, Please return the completed form to the Diviaion of 1�nviro=Qntal the add=890 om the rGverme side at thim to=. Name of farm (Please Address: 315 J.. B.__� int) . Elder Creek FarM. (AdditiOn) magnoiia, Nu zo4znj Phone No.: county: Dunlin -MT" Far-m location.: Latitude and Long i cude dA25_L03L /Z82Q_QwL L5:' (required) please actach a copY of a county road map with location identified. Type of operation (swine, layer, dairy, etc.) . $wine Design capacity (number of animalsl :—Z200 NurseKZ 5 j Lj Average size of operation' (12 month population avg.) : 2200 A.verage acreage needed for land application of waste (acres), 7.8 C) I TaCbMical. SPeCialiat Certification �,s a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, 1 certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance staiidards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 1SA NCAC 6F .0001-.0005. The following e'lements and their corresponding minimum criLeria- have been verified by me or other designated technical specialists and are inc luded i n the p Ian as app 1 i cabl e: min imum s epara t i ons (bu f f ers) ; I iners or eqiaivaienc for lagoons or waste storage ponds; waste storage capacity; adequate qijan c i ty and amoun t o f I and f or was te u t i 1 i zat ion (or us e a f thi rd Par ty) ; acces s or ownership of proper waste application equipment, schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour stor-m. N&=6 of Technical Specialist (Please Print) : M- kevin Weston Affiliation: , M=hy L4_�rm. Inc. _ZM8 Address (Agency) - PQ Box 759 Rose Hili, NC Phone No. (910)289-2111 Signature: __z�� Date, Lee-Z23-1 owner/liamager Aqrsement I (we) understand the operation and maintenance procedures established in the -.;as--e mar.agemenz plan for,the faa-m named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of LaXT�O-wnar (Please,�Fr�nt) Signatu 11a=a of 1(j&agar, if different from 13. Stroud, Jr. Date: 2-5L r (Please print): Signacure: Date: 11pte: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DE24 USE ORLY-*ACNZW#_AOA��, 4L:�Pa .0 a 10 S6 3 I-Q3 Q Ai s . ........... r lot k. a Al IZ Xg tz j le AI ki p rz C4 P& oN r; 11 NUT R P IJ Y F A M I L Y F A R rYI S April 18, 1995 Department of Environment, Health and Natural Resources Division of Environmental Management Water Quality Section, Planning Branch PO Box 29535 Raliegh, NC 27626-0535 Attn: Mr. Steve Tedder, Chief RE: Elder Creek Farm (Addition) - Swine Facility Certification Duplin County, NC Dear Mr. Tedder: Enclosed is the certification form for the above referenced swine farm. The area required for spray irrigation of lagoon effluent has not been sprigged. By this letter, the Owner certifies that the area required for spray irrigation will be sprigged or planted with the crops as called for in the Waste Utilization Plan within 180 days of hte stocking date of the farm. The lagoon effluent will be applied with the owners reel type of irrigation equipment. Name of Technical Specialist: M. Kevin Weston signature: Date: 4-/Z 'P Name of Land Owner: James B. Stroud, Jr. Signature s� Date: cc: James B. Stroud, Jr. Kim Patram, Murphy Farms Construction Dept. Post Office Box 759, Rose Hill, North Carolina 28458, (910).289-2111, FAX (910) 289-6400 REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATI S Department of Environments Health and Natural R �ol'j c Division of Environmental Management Water Quality Section If the animal waste management system for your feedlot operation is designed to serve more than or equal to 100 head of cattle, 75 horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by a liquid waste system, then this form must be filled out and mailed by December 317 1993 pursuant to 15A.NCAC 2H.0217 (c) in order to be deemed per- mitted by DEM. Please print clearly. Farm Namet F I �'r'- Mailing Addressz County% Owner(s� Name: Manager(s) Name: Leasee Name: 9 -3 71,710 I'd ZIP one No. Farm Location (Be as specific as possible., road names, direction, milepost, etc. ) -, -Z 1,10/1?_ / 5PQ 2, - - ___—:2. -.6. __s: Z�V'21(ld 'lea 19 Sz Lat it ude /Long it ude if known: Design'capacity of animal waste management system (Number and type of confined animal �s):_ (9 S Average animals population an the farm (Number and type of animal (s) raised): Z-12 Year Production Began: / ASCS Tract No. 4 Type of Waste Management System Used: Acres Available for Land Application of Waste: '9 Owner(s) Signature(s): DATE: DATE; lid- U_ -2 1 6t- (42)a I kkk p 0 99 wn WT rs mu mr Am To Im 46 ow IRT vw l��l 10 7M V wa TM vgrr CIO A % m dftT m rM & MT vir ;FL wo vm lum" Im v"T IWT 1wr S % un mirt .%. .0 Tom ow 4ij an Mr. wil mm _74 Ar, 4"1 Tz -a.#D L� lop SIZ. N -:24 rz',! WIN ;tow, Die A®R 71 a 74" ��,YT IVA 61 A V ICA gx N- -;Flo -op Wto q :;.,:7 ;J �QR & -s? InAe.11F tr r4 V ML Z a . . . . . . va 4T Ntea Iv �t vp OP A, 16) Anwd m. -C tA,, tA A-w J;:.';6;'. Iwo L., . . . . . . . . . . rk :b;, VC ri 9 04, t- 4o., tl -4�. - ool. State of. North Carolina T We" Department of Environment, '14 H. e �—. Ith cnd Ncturd'Rescu,ces Division of Environmental Management A 00% OM% PON ;)A James B. Hunt, Jr., Governor IL Jonathan S. Howes, Secretary FE F=1 A. Preston Howard, Jr., RE, Director March 23, 1994 James Stroud Rt. I Box 76A Magnolia NC 28453 Dear Mr. Stroud: This is to inform you that your completed registration form required by the recently modified nondischarge rate has been received by the Division of Environmental Management (DEM), Water Quality Section. On December 10, 1992 the Environmental Management Commission adopted a water quality rule which governs animal waste management systems. The goal of the rule is for animal operations to be managed such that animal waste is not discharged to surface waters of the state. The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are met(15ANCAC2H.0217), By submitting this registration you have met one of the criteria for being deemed permitted. We would like to remind you that existing feedlots which meet the size thresholds listed in the rule, and any new or expanded feedlots constructed between Febr'uary 1, 1993 and December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by Degembf,r 31. 1992.1 New or expanded feedlots constructed after December 31, 1993 must obtain signed certification before aniwals are stogked on thrjar-m. Certification of an approved animal waste management plan can be obtained after the Soil and Water Conserva6on Commission adopts rules later this year. We appreciate you providing us with this information. If you have any question about the new nondischarge rule, please contact David Harding at (919) 73 3-5 083. Sincerely, _atf� /-n Steve Tedder, Chief enc: Water Quality Section P.O. Box 29535. Raleigh, N6rth Carolina 27626-0635 Telephone919-733-7015 FAX919-733-2496 An Eaual CpportuMy Affirmative Action Employer 50% recycled/ 10% post -consumer paper