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Home My WebLink About310868_Application_20240214State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, a]I applications must be received by the Division of Water Resources by no later than April 3, 2024, Please do not leave anv question unansx,ered Please verify all information and make any necessaty corrections below. Application nuesl be signed and doted by the .Permittee. I _ Certificate Of Coverage Number: AW S310868 2, Facility Name: Peggy Campbell Farm 3. Permittee's Nance (same as on the Waste Management Plan): Peggy G Campbell 4. Permittee's Mailing Address: 1581 Old ChinUuapin Rd City: Beulaville State: NC Qto-37� Q4g7 -Telephone Number: xt, E-mail. 5. Facility's Physical Address: 1566 Old Chinquapin Rd City- Beulaville State: NC 6. County where Facility is located: D RL 7. Farm Manager's Name (if different from Landowner): Peggy G Campbell 9ea-31S ogt'7 8, Farm Manager's telephone number (include area code): Lxt_ Lip: 28518-5753 Zip_ 28518 9. integrators Name (if there is not an In(egrator, write "None")., Mur h-ero►an LLC 10. Operator Name (OtC): Peggy G. Campbell Phone No.. A }9-18 1 I, Lessee's Name (if there is not a Lessee, write "None"): 9't�-37 5-d45"j t2. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine - Feeder to Finish 1.600 sration Trues: 01C #: 18026 Swine Cattle Dr►• Poultry Other Types %Vean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy lieifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pullets Sheep- Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Call' Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP); (Fill/Wdfy the following information. Make all necessary corrections and provide missing data.) Structure Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard 'Redline" (Inches) 41 Lagoon 11/27/1995 Full, clay 442,805.00 62,400,00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and sighed application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via entail to the email address below. The CAWMP must include the following components: I. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialistcontaining: a. The method by which waste is applied to the disposal FteIds (e.g. irrigation, injection, etc.] b. A map of every fiefd used for land application (for example: irrigation map) c. The sail series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) For every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. `The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site maplsehematic 3. Emergency Action Plan 4. insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 5, Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. {e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-2I5.6A and 143-215.613, any person who knowingly masses any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than S10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Print the Name of the Perna i ttee[Lando w ner/ S ign i n g 0Mciat and Sign below. (If multiple Landowners exist, all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation Name (Print)- C Title: K$r Signature: Date: o'�, i 3 a`ZG Name (Print): Signature: Name (Print): Signature: Title. Date: Title: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operationsgdeq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 11a s/9? NUTRIENT MANAGEMENT PLAN Grower(s): Farm Name: County: Farm Type: Farm Capacity: Storage Structure; Storage Period: Application Method: Peggy Campbell Duplin Feed -Fin 1600 Anaerobic Lagoon I8d days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent poilutlon Of surface water and/or groundwatef, 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. phis waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed afore each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown_ Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. ❑o not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities, 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but fess than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under ❑WQ regulations. Page: 1 5. Wind conditions should also be considered to avoid drift and downwind odor r� problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy, injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. It you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of fac,lity. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be tlexibie so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out. meets the requirements for compliance with 15A NCAC 2H .0217 adapted by the Environmental Management Commission, AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.): 1600 animals X 986 gal/animal/year = 1,576,800 gallons AMOUNT OF PLANT AVAILA13LE NITROGEN PRODUCED PER YEAR (lbs): 1600 animals X 2.30 ibslanimallyear = 3,680.00 Ibs 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. Page: 2 The following acreage will be needed for waste application based on the crop to be grown, soil type, and surface application. TrtField7CodelAc 16s N Acres Lbs NlAc Lbs N Ins N Timeto /unit Residual /Ac Re uired A i6950.00 2926.00 Mar-Gct 6950.00 i 0.6275.0 6950.00 10.6 10.6 50.0 532.00 Sep -Oct f 50.0 532.00 Feb -Mar Total 10.6 3990, 00 Available N 3680.00 *Difference-310.00 -indicates that this field is being overseeded (i.e. interpianted) or winter annuals follow summer annuals, *A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on acreage listed in chart. A positive number means additional acreage is required to utilize the nitrogen produced by the farm. 'E1 NOTE: This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above_ The applicator is cautioned that P and K may be over applied while meeting the N requirements, In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (Le. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass, This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to 3," �i Page- 3 consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. r'4u'?he ideal time to interplant small grain, etc, is late September or early October. Drilling is ecommended over broadcasting. 6ermudagrass should be grazed or cut to a height of about two inches before drilling for best results. The following legend explains the crop codes listed in the table above: -CropCode Crap- Lbs N utilized 1 unit yield A Barley 1.6 lbs N 1 bushel 8 Hybrid 6ermudagrass - Grazed 50 lbs N 1 ton C Hybrid Bermudagrass - Hay 50 lbs N / ton ❑ Com - Grain 1.25 lbs N 1 bushel E Com - Silage 12 lbs N 1 ton F Cotton 0.12 lbs N 1 lbs lint G Fescue - Grazed 50 lbs N 1 ton H Fescue- Hay 50 lbs N 1 ton Oats 1.3 lbs N 1 bushel Rye 2.4 lbs N 1 bushel K Small Grain - Grazed 100 lbs N 1 acre L Small Grain - Hay 133 ibs N 1 acre M Grain Sorghum 2.5 lbs N 1 cwt N Wheat 2.4 lbs N / bushel O Soybean 4.0 lbs N 1 bushel Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other eiements. Your production facility will produce approximately 0.36 pounds of plant available nitrogen per animal per year in the Page: 4 in sludge based on the application method listed earlier. If you remove the sludge every 5 years, you will have approximately 2880.00 (—,00unds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the ate of 300 pounds of nitrogen per acre, you will need 9.60 acres of land. If you apply the sludge to com at a rate of 125 pounds per acre, you will need 23.04 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and applications. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'Khe foflowing is provided as a guide for establishing application rates and amounts. Soil Application Fate Tract [Field Type Crop inlhr .•:. M�� f Application Amount inches 1.00 *This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied, In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your €acility is designed for 180 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 the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. Page: 5 It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply ram'' the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. Additional Comments: Plan revised to reflect _wetted acres acording to the design by Revelles. Pulls Z-A through 'I-F, there is approx. 3 more acres that is not under irrigation at this time, Landowner has the option to include it later if so chases, 5mallgrain to be cut for hay and fed to cows in the adjoining wooded lot, but may chose to alternate bermuda hay with bermuda graze. 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". psi � � .-..;�. �� y��! ¢'}. � °� � ifrc, � ' � f LtY� ' •y19 •yr+14�� ..yy1 �'��`'i �� S �r ` •�1 :, 996C `�� •��_��Yy.��s �'f •�� • � i f : '':� �r Fia �4�i'w {;'' � ��(:�'', � r- t -t � �.� . � � r�3ri� Z LV: gji WY CZ J714AOrT3B�OErCti VVr (317 �v�) •V S'L ' _ __ --W _ ___ __ ___. _ .�operator:--------------------------------= Peg 9Y Gompi✓e11318C3 County:__ ________ ________ ________ ________ Dupim Date:==== --------------------------------. 02t22107 Dist.to nearest residence (other than owner): 0 ft. sows (farrow to finish):=== sows (farrow to feeder)- eder}:___ head (finishing only):===__ 1600 sows (farrow to wean):===__ head (wean to feeder):===__ Ave. Live Weight for other operations(lbs.)=> Storage volume for sludge accum. (cu. ft.):=> Treatment Volume (min. 1 cu. ft.1Ib.)===____> 1.0 25 Year - 24 Hour Rainfall 7.5 Rainfall in excess of evaporation (in.)====_> 70 Drainage area of buildings & lots (sq. ft.)=> Volume of wash water (gallons/day)====______> Temporary storage penod (days)===-____=____> 180 Freeboard 1.0 Side slopes (inside lagoon):===_ _ =_=__--__> 3.0 : 1 Inside top length 260.0 Inside top width 240.0 Top of dike elevation 54.0 Bottom of lagoon elevation 43.5 Seasonal high water table(SHWT) elev.(ft.):=> 0.0 Total required volume:====_ ________- 344149 cu. ft. Actual design volume:====__ ___—_--_. 442805 cu. ft. Stop pumping el.(> or = to 0.0 ft.SHWT)> 50.3 ft. (> or = to 49.5 ft.Min.) Required minimum treatment volume: 216000 cu. ft. Volume at stop pumping elevation: 292764 cu. ft. Start pumping s2.3 f1. Volume at start pumping elevation: 403693 cu. ft. Actual volume less 25yr-24hr rain: 403805 cu. ft. NOTE Verify that temp. storage is adequate: Req. volume to be pumped:====> 89149 cu. ft. Actual volume to be pumped:==> 110930 cu. ft. 7 �� J } .eerator:J.C. Campbell County: Duplin Distance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. 0 sows (farrow to feeder) x 522 lbs. 1600 head (finishing only) x 135 lbs. 0 sows (farrow to wean) x 433 lbs. 0 head (wean to feeder) x 30 lbs. Describe other : Date: 11/27/95 1700.0 feet = 0 lbs = 0 lbs = 216000 lbs = 0 lbs = 0 lbs 0 Total Average Live Weight = 216000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 216000 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 216000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet /�p �►��5 �1•� TOTAL DESIGNED VOLUME Inside top length (feet) --------------------- 260.0 Inside top width (feet) ---------------------- 240.0 Top of dike elevation (feet) ----------------- 54.0 Bottom of lagoon elevation (feet)------------ 44.0 Freeboard (feet) ----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 1 Total design volume using prismoidal formula SS/ENDI SS/END2 SS/SIDE1 SS/5IDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 254.0 234.0 9.0 AREA OF TOP LENGTH * WIDTH = 254.0 234.0 59436 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 200.0 180.0 36000 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 227.0 207.0 187956 (AREA OF MIDSECTION * 4) CU. FT. = (AREA TOP + (4*AREA MIDSECTION) E AREA BOTTOM] * DEPTH/6 59436.0 187956.0 36000.0 1.5 Total Designed Volume Available = 425088 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA; Lagoon (top of dike) Length * Width 260.0 240.0 62400.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 62400.0 square feet Design temporary storage period to be 180 days. �. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 216000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 394560 gals. or 52748.7 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 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons Volume = 0.0 cubic feet per CF 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot '� Volume = 36400.0 cubic feet ram, 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 39000.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 5B. 52749 0 cubic cubic feet feet 5C. 36400 cubic feet r., 5D. 39000 cubic feet F TOTAL 128149 cubic feet 49 6. SUMMARY Temporary storage period=== —============._> 180 days Rainfall in excess of evaporation =__=======> 7.0 inches 25 year - 24 hour rainfall 7.5 inches Freeboard== 1.0 feet Side slopes 3.0 . 1 Inside top length 260.0 feet Inside top width 240.0 feet Top of dike elevation= 54.0 feet Bottom of lagoon elevation==-===============> 44.0 feet Total required volume 344149 cu. ft. Actual design volume 425088 cu. ft. Seasonal high watertable elevation (SHWT)===> 46.6 feet Stop pumping elev. 50.6 feet Must be > or = to the SHWT elev.====__====> 46.6 feet Must be > or = to min. req. treatment el.=> 50.0 feet Required minimum treatment volume= = =======> 216000 cu. ft. Volume at stop pumping elevation-====_=====-, 290708 cu. ft. Start pumping elev. 52.3 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall=> 386088 cu. ft. - Volume at start pumping elevation======== ---> 384196 cu. ft. Required volume to be pumped==============> 89149 cu. ft. Actual volume planned to be pumped=========-> 93488 cu. ft. Min. thickness of soil liner when required=-7 1.5 feet 7. DESIGNED BY: +•,� DATE: ��Z7 f APPROVED BY: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS • a,d s mac• e d .�� 'eQi *Nate: Engineering approval is for minimum design standards and is based on pre -construction site and soils investigations. Technical specialist shall verify soils during construction, co with Engineer on any required modifications, and perform final as -built certification. Technical specialist is responsible for excavation calculations and nutrient management plan. Technical specialist to verify with owner/operator (1) all applicable setback distances, and (2) excavation of known tile drains in construction area before sitework begins. SHEET 1 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 on 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 goad 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 brought 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 impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 feet in height and with an 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 the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT S❑ INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION 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 r 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 efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 94 percent of the maximum ASTM D698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and 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 tamping ❑r sheepsfoot roller is the preferable type ❑f compaction equipment. The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets an waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: -------------- A cutoff trench shall be constructed under the embankment area when shown ❑n a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed an areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS T--� -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 the trench shall be backfilled and compacted with good material such as SC, CL, or CH. SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ 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 must 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 when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 52.3 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 50.6 . This temporary storage, less 25 yr- 24 hr storm, contains 89149 cubic feet or 666832 gallons. SHEET 2 ❑F 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. 5. 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. 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, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 2.0 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 60.0 LBS. RYE GRAIN AT 30 LES./ACRE (NURSERY FOR FESCUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LES. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS . APPLY THE FOLLOWING: 2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDE] TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. 0 •-� 4, r o � n w ti v v v nrn� Cvt1rCi-i>> C) y cn711 Or V7 z _O r Zpmcrr- in�� C a'nn� \Or=� Or �1rII.m-7. � a � V) %i-4 -08 1 =0 0 SDv�rmo CCO ZII �, rim ZCM 2m Z� =�n0 vcono Op .�m + ZOOM `c �m,01}ooA - OVA t=m c ma ti O ODD IN�\ O :.>m O r 00 Wrf M 0 r n N II II � 0 � Nz � w 6\oaV C7 C7 0 � o FM n = Ln .sz 10 OA -7 F kpll C) r x n C) O z I Peggy Campbell Farm AWS310868 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 coverage, 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 Peggy Campbell Farm AWS310868 OPERATION & MAINTENANCE PLAN Proper lagoon management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter I early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid, This will make storage space available in the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it, Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the Following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilized applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with Bag pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Peggy Campbell Farm AWS310868 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 stability -- slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack or vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner 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 operation 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 bits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Peggy Campbell Farm AWS310868 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 1 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. Peggy Campbell Farm AW5310868 ■ 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 sensor Similarly, irrigate in the late summer 1 early fall to provide maximum lagoon storage for the winter. • The lagoon liquid level should never be closer than 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: 5 Peggy Campbell Farm AW5310868 ■ proper lagoon sizing, ■ mechanical solids separation of flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will. ■ have more nutrients, • have more odor, and • require more land to properly use the nutrients. Removal techniques: ■ 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 applicator; 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 will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated 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. Peggy Campbell Farm AWS310868 The application of sludge 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 iagcon. • Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, of 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. Peggy Campbell Farm EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) EMERGENCY MANAGEMENT SERVICES (EMS) SOIL AND WATER CONSERVATION DISTRICT (SWCD) NATURAL RESOURCES CONSERVATION SERVICE (NRCS) COOPERATIVE EXTENSION SERVICE (CES) AWS310868 910.796.7215 910.296.2160 910.296-2120 910-296-2121 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. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. lagoon overflow - possible solutions are: a] Add soil to berm to increase elevation of dam. b] Pump wastes to fields at an acceptable rate. c) Stop all flow to the lagoon immediately, d) Call a pumping contractor. ej Make sure no surface water is entering $agoon. 8. Runoff from waste application field -actions include. a) Immediately stop waste application. bj Create a temporary diversion to contain waste. c) Incorporate waste to reduce runoff. d) Evaluate and eliminate the reason(s) that cause the runoff. e) Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers - action include: a) Stop recycle pump. b) Stop irrigation pump. c) Close valves to eliminate further discharge. d) Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators - action include: a) Stop recycle pump. b) Stop irrigation pump. c} Make sure 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 small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b) If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. Peggy Campbell Farm AWS310868 cj Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible - Assess the extent of the spill and note any obvious damages. a. Did the waste reach surface waters? b. Approximately how much was released and for what duration? n. Any damage notes, such as employee injury, fish stills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? 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? 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 rocation of the facility, the location or direction of the 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 1 technical assistance phone number. if none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask the person to contact the proper agencies for you. Contact the contractor of your choice to begin repair or problem to minimize offsite damage. a. Contractors Name: Murphy Brown, LLC b. Contractors Address: P❑ Box 856, Warsaw, NC 29398 c . Contractors Phone: (91D) 293.3434 6- Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a, Name: Kraig Westerbeek b. Phone: (910) 293-5330 Implement procedures as advised by ❑WQ 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, Peggy Campbell Farm AWS310868 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMFs to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids (,✓) Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. { } Remove bridging of accumulated solids at discharge _ Lagoons and Pits Crusted Solids () Maintain lagoons, settling basins and pits where pest breeding Is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Decaying vegelabon(✓)Maintain vegetative cantrol 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 minimize the accumulation of decaying wastage. (} Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by insuring drainage away from site andifor providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). (j Inspect for and remove at break up accumulated solids in filter strips around feed storage as needed. Animal Holding Accumulation of animal { I 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. { I Maintain fence rows and fitter strips around animal 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 Peggy Campbell Farm Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day 5vstems wastes interval during summer; 15-30 days interval during winter) where manure is loaded for land application or disposal. {) Provide for adequate drainage around manure stockpiles {) Inspect for and remove or break up accumulated wastes in fitter strips around stockpiles and manure handling areas as needed. The issues checked (vJ pertain to this operation. The landowner 1 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. 7 downer Si nature'} For more information contact the Cooperative Extension Service, Department of Entomology; Box 7613, North Carolina State University, Raleigh, NC 27695-7613_ AMIC -- November 11, 1996 rD D 0 O n n 3 0lu 3 3 O C 5 0' n 7 r� d 0 7 ❑ ❑ ❑ O n C v 6- M A S G O �^ '� OrD 0 S (n �' n> H O n O rD �• (DD * r) - = v M rD 0 �+ o °« D m .+ n 3 7 0 (AO o 3 0 N Q n a v+ A N O D .* M CD C S rD 0! 0! O S c K Q N w (p M C N rD O � O 3 3. d S 0.3 (D O CI m rD r�r S O rD fD N 3 rND SU f 7 3 m fu v 0 fD M 0e.-s N N 3 rD z 3 a CL c c n rD O a c a. :;• O c vvi 0- rr ► S .N 3 (D d a M rD � rD 3 n c � 3 N O � cl O O 7 < 9 ❑ m ff 0 OO Gi p v rD 3 a W r+d T. 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[ 5 5} j 5�= 2 a 0- CL G n n, W. m c us (Ar § .a k k w w < 0 0 0 o k k k k k�_ m < < < < : ` \ / k / 3 0 E / CD f ®$ 2 + g » O Q � 0 z � z 0 2p � 0 z � D � m 0 version--NOWMW M 2011 Mortality Management Methods lndkele whfsh methad(s) wlli be Implemented. dary Versus 50con Methods ot1100. Men her fhan those listed must be opprooveed by he Stare McOn0 ion primary Secondary Routine Mortality Burial three last beneath the surface of the ground within 24 hours of knowledge of animal ❑ ❑ death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106403). The bottom or the burial pit should be at least one foot ahoVe the seasonal high water table. Attach burial location map and plan. ❑❑ t.andfin at municipal 9ot1d waste facillty permitted by NC DEG under G515A NCAC LJ 138.0200, Ef❑ Rendering at a rendering plant licensed under G.S. 106-168.7. ❑ ❑ Complete Incineration according to 02 NCAC 62C .0102. A composting system approved and permitted by the NC [)apartment of Agriculture & Con. L I ❑ Sumer Services Veterinary DIvlsion (attach copy of permit)- If compost Is distributed off -farm. addittorral requlrernents must ba met and a permit is required from NC DECi. in the case of dead poultry only. placing in a disposal ph of a al;e and design approved by the NC Department of Agriculture & Consumer Services (f3.9. 106-549.70)' ❑ ❑ Any method which, in the professional opsnion of the Slate Vewrinadan, would make possible the satvage of part of a dead animal's valve without endangering human or animal health. (Written apprwml by the Slate Veterinarian must be attached). ❑ Mass Mortality Plan Mass mortaity plans are required tar farms covered by an NPI]ES permit. These plans are also recommended for all animal opemtlona. This plan outtlnes farm -specific mortality man- agement methods la be used for mass mortality. The NCDABCS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A calestrophie mortality disposal ON Is pert of the faculty's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. ■ Burial must be. done In accordance with NC General 9taiutes and NCDAf CS Veterinary DMatan regulations and guidance. • Maas burial sites are subject to additional permit conditions (refer to fadlity's animal waste menagement system permit). In the event of Wrilnent threat of a disease emergency, the State veterinarian may enact additional temporary puedures cr measures for disposal according to G.S.106-399.4. 3 - 13-1 Dale 3-r3 -/9 Date W DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS STATE GENERAL PERMITS The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types of facilities. • AWGI00000-Swine Facilities • AWG200000 -Cattle Facilities ■ AWG300000 - Poultry Facilities with a liquid waste management system You have recently been issued a Certificate of Coverage (CDC) to operate your animal facility under one of these General Permits. Condition 11.24 of each of these Permits reads as follows. The Permittee shall: a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation; or b. commit to provide for the presence of the DIC, a designated backup 01C, or a person under the supervision of an 01C or designated backup OIC at all times during the land application of waste so that in case of a precipitation event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the Division on a form supplied by, or approved by, the Division. [G.S § 90A-47] installation of devices or submission of alternate documentation shall be completed within 12 months of the issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment pulled by manned vehicles. 115A NCAC 02T .0108(b)] Please check the box below that indicates your commitment to do one of the following. I+ Within twelve (12) months of the effective dale of a CDC issued under this permit, i shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other equipment pulled by manned vehicles, 11 1 will commit to provide for the presence of the Operator in Charge (01Q, the designated backup O1C, or a person under the supervision of an 01C or backup 01C at all times during the land application of waste. " I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Facility Name , elll n r/permittee ame and Title (type or print) SigpAyrrlof Ow r Permi e Signature of Operator in Charge (if different from Permittee) 3/- ?49 Permit Number 3 a v-2aad Date Date DTASIE 1.21-2020