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HomeMy WebLinkAbout310519_Application_20240226 State 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,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS310519 2. Facility Name: E&B Farm#4 3. Permittee's Name(same as on the Waste Management Plan): E&B Farms Inc 4. Permittee's Mailing Address: PO Box 67 City: Teachev State: NC Zip: 28464-0067 Telephone Number: 910-285-3064 Ext. E-mail: 5. Facility's Physical Address: 670 Bay Rd City: Teachev State: NC Zip: 28464 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): Stephen E English 8. Farm Manager's telephone number(include area code): 910-285-3064 Ext. 9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC 10. Operator Name(OIC): Stephen E.English Phone No.: 910-284-1584 OIC#: 19642 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 1,200 Operation Types: Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer 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 Calf 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/Verify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 4 Lagoon 11/7/1997 Full,clay 296,787.00 45,300.00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example: irrigation map) c. The soil 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 It. The required NRCS Standard specifications 2. A site map/schematic 3.Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that 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 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Name(Print): S�e�hp�l rGy(Gjl/,s� Title: 4/4e.4-- Signature: Date: 4-146/24 Name(Print): Title: Signature: Date: Name(Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 01/19/2009 MON 9:56 FAX 9102933138 WRLNBU Ia002/015 Murphy-Brown, LLC 10/17/2008 2822 Hwy 24 West P.O. Box 856 Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Grower(s): Steve English Farm Name: E&6 Farm#4 Facility 31-519 County. Duplin Farm Capacity: : Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder Feeder to Finish 1200 Storage Structure: Anaerobic lagoon Storage Period: >180 days Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates,leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining,or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 11 01/19/2009 MON 9:57 FAX 9102933138 WRLNM1 9 003/015 This plan is based on the waste application method shown above. If you choose to change methods in the future,you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made,which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan,if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons,W,tons,etc.): F ci Type Waste Produced er Animal Total Farrow to Wean 3212 gallyr gal/yr Farrow to Feeder 4015 gaUyr gaUyr Farrow to Finish 10585 gallyr gal/yr Wean to Feeder 223 galtyr gallyr 1200 Feeder to Finish 986 al/yr 1,183,200 gal/yr Total 1,183,200 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity 7 e Nitrogen Produced per Animal Total Farrow to Wean 5A Ibs/yr Ibs/yr Farrow to Feeder 6.5 Ibs/yr Ibs/yr Farrow to Finish 26 Ibs/yr Ibs/yr Wean to Feeder 0.48 lbs/yr Ibs/yr 1200 Feeder to Finish 2.3 Ibslyr 2,760 Ibs! Total 2,760 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. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 16.52 Total N Required 1st Year: 2891 Total N Required 2nd Year: 0 Average Annual Nitrogen Requirement of Crops: 2,891.00 Total Nitrogen Produced by Farm: 2,760.00 Nitrogen Balance for Crops: (131.00) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this facility. 2of11 II�III�INIIIAYNNAflNNININAuI� AAI�NII �pl IIMI i nib i � IM1111 111111i CIA A 11111111 lull @A III b nu n WA IIII 111111111 01/19/2009 MON 10:03 FAX 9102933138 WRLNMI Q 005/015 0 A N O� r O Z J p 2� a m 05 r z u as J 0 �a h N m J� U z a a Qa U a c� N m Ed r a o m U'$ �U N O za � m � N H 7 O n a" 2p v J� ax Q� oz O. Oa U m �r m" EQ o m U o �U _ m 'O y N r G O p e� m _ m a ^a m a d ro LL 0 N Q U 0 r 01/19/2009 MON 10:04 FAX 9102933138 WRLNX1 IA006/015 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed through grazing,hay,and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain,etc,is to be removed for hay or silage, care should be exercised not to let small grain reach maturity,especially late in the season(i.e. April or May). Shading may result If small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation,you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season,depending on the time small grain is planted in the fall. The ideal time to interplant small grain,etc, is late September or early October. Drilling is recommended over broadcasting- Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND f Crop Cade Crop Lbs N utilized/unit yield 1 A Barley 1.6 Ibs N/bushel B Hybrid Bermudagrass-Grazed 50 Ibs N/ton C Hybrid Bermudagrass-Hay 50 Ibs N/ton D Corn-Grain 1.25 Ibs N/bushel E Corn-Silage 12 Ibs N/ton F Cotton 0.12 Ibs N/Ibs lint G Fescue-Grazed 50 Ibs N!ton H Fescue-Hay 50 Ibs N/ton I Oats 1.3 Ibs N/bushel i Rye 2.4 Ibs N/bushel K Small Grain-Grazed 50 Ibs N/acre L Small Grain-Hay 50 Ibs N/acre M Grain Sorghum 2.5 Ibs N 1 cwt N Wheat 2.4 Ibs N/bushel O Soybean 4.0 lbs N/bushel P Pine Trees 40 Ibs N/acre/yr Acres shown in the preceding table are considered to be the usable acres excluding required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be,more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of11 O1/19/2009 MON 10:05 FAX 9102933138 WRLNM1 IM 007/015 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAN/ r/animal Farm Total/ r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 Wean to Feeder 0.072 1200 Feeder to Finish 0.36 432 The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 432 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years,you will have approximately 2160 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre,you will need 7 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre,you will need 17.28 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure,soil texture,water droplet size,and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan,it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. *This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations,the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for>180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of11 01/19/2009 MON 10:06 FAX 9102933138 WRLNMI IA008/015 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr *inches Brinkley 1 NbA H 0.4 1 Brinkley 2 NbA H 0.4 1 Brinkley 3a NbA H 0.4 1 Brinkley 3b NbA H 0.4 1 Brinkley sub1 NbA H 0.4 1 Brinkley sub2 NbA H 0.4 1 Brinkley Field 3 NbA H 0.4 1 6 of 11 O1/19/2009 MON 10:06 FAX 9102933138 WRLN]ki IM009/015 1 Additional Comments: This plan written to show wetted acres, the addition of field 3 and a crop change from row crops to fescue hay. Sub field acres are the acres not covered by the existing irrigation system that will be covered by use of an aerway. Producer has access to an aerway via an agreement with a neighbor.A copy of the agreement is attached. l" 7of11 01/19/2009 MON 10:06 FAX 9102933138 WRLNH1 [A010/015 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: E&B Farm#4 Facility 31-519 Owner: Steve English Manager: Owner/Manager Agreement: I/we understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. Itwe know that any expansion to the existing design capacity of the waste treatment and/or storage system,or construction of new facilities,will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. Ilwe understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Steve English ti Signature: r� � ,, f � Z ua?f V Date Name of Manager(if different from owner): Signature: Date Name of Technical Specialist: M. Kevin Weston Affiliation:_ Murphy-Brown,t_LC. Address: 2822 Hwy 24 West, PO Drawer 856 T Warsaw,NC 28398 Telephone: (910)293-3434 Signature: -- Date 8 of 11 01/19/2009 MON 10:07 FAX 9102933138 WRLNMI 411 011/015 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recievinq crop type, or available land. 3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field(See USDA, NRCS Field Office Technical Guide Standard 393-Filter Strips). 5 Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6 When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland.When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance). 7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9 of 11 01/19/2009 MON 10:08 FAX 9102933138 WRLNMI @ 012/015 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste shall be applied in a manner not to reach other property and public right-of-ways. 15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 10 of 11 01/19/2009 MON 10:08 FAX 9102933138 WRLNMI Q 013/015 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18 If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns,leaks and spills. A regular maintenance checklist should be kept on site. 20 Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre-plant with no further applications of animal waste during the crop season. 21 Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for a minimum of five years. 23 Dead animals will be disposed of in a manner that meets North Carolina regulations. 11 of 11 01/19/2OO9 MON 10:09 FAX 9102933138 WRL.NM1 0 014/015 Steve English & B Farm accaleo 1 =200 Well w/100' offset w 0 w v U a Total Field 2 = 4.57 Ac. ►� Wetted = 3.75 Ac. U a' Sub Field 2 = 0.82 Ac. '' -A Q D n D L n r7 N Total Field 1 = 8.11 Ac. Wetted = 6.74 Ac. Sub Field 1 = 1.37 Ac. Total Field 3 = 3.84 Ac. r � 0 01/19/2009 MON 10:09 FAX 9102933138 WRLNM1 W)015/015 OCT-14-2008 20:44p F/ROM:BRRDSHRW SUPPLY'/ 19102858341 TO:19102933138 P.1 kevt.S kles4v1J E&BFarms To whom it may concern: I,J.K. Barnhill have agreed to lend my aerator to Stephen English,owner of E&B Farm##4 when needed. J. K. Barnhill Tuesday, October 14, 2008 J. T. BRINKLEY BPCS# Routine Flow Rate Acres 2742 1 250 2.50 2 250 2.50 3 54 4.00 4 54 4.00 Total acres pumped on 113.00 Contact: Tom Bell RE ma ll§ 45Z VI lz Oa ziAR ME ilk. L,&O 6JO�4�� r� 1 � �J �y\`\� 1v �� (�• �� .� / v S/' �� t . �'l / \ �� �SP ,. �� Lti '� � �y 1� a �. i .a �, .. .. �r �� /i �� /r \� �` . �?": is!p� },+ � Grower: ' J.T. BRINKLEY (COMPANY) . '41__ i = Y Designed By: JWR Address` P.O. BOX 759 Checked By: JES R Date: 11/07/97 ROSE HILL, NC rC2oun DUPLIN Sheet 1 of 7 ANAEROBIC WASTE LAGOON DESIGN FARM INFORMATION Farm Population: Nursery: ------------------- 0 Finishing: ------------------- 1200 Hd. Farrow toweanling: ----- ------- 0 Farrow to feeder: ------------------- 0 Farrow to finish: ------------- 0 Boars: ------------------- 0 Storage Period: ------------------- 180 Days 25 Yr. /24 Hr Storm Event — 7.5 In. "Heavy Rain" Factor Not Applicable Rainfall in Excess of Evaporation ——————————————————- 7.0 I n. Additional Water Usage: —————— 0 Additional Drainage Area: ——————————————————— 0 LAGOON INFORMATION Is Lagoon Designed as an Irregular Shape? (Y/N) ——————--——N Does Operator Want Emergency Spillway? (Y/N) ——————————N Is This Design for an Existing Farm? (Y/N) ————————— —Y Is Drain Tile Req'd to Lower S HWT? (Y/N) ——————— _— Freeboard: gg 50 Ft. Seasonal High Water Table Elev: ————————————————— Freeboard: ——————————————————— 1.0 Ft. Emergency Spillway Flow Depth: Not Applicable Top of Storm / Spillway Buffer: Not Applicable __________ 3 :1 (H:V) Side Slopes: —————— ________ 300.0 Ft. Inside Top Length: ——————————— Inside Top Width: —————————————————— 151.0 Ft. Top of Dike Elevation: ——————————————————— 106.40 Ft. Finished Bottom Elevation: —————————————————— 95.90 Ft. Start Pump Elevation: ——————————————————— 104.60 Ft. Stop Pump Elevation: —————————————————— 101.90 Ft. LAGOON VOLUME REQUIRED VOL. DESIGN VOLUMES % REQ'D. Storm Stor = 28313 (Cu.Ft.) 33,280 (Cu.Ft.) 117.55% Temporary= 91976 (Cu.Ft.) 100,537 (Cu.Ft.) 109.31% Permanent = 162000 (Cu.Ft.) 162,970 (Cu.Ft.) 100.60% Total Volume = 282,288 (Cu.Ft.) 296,787 (Cu.Ft.) 105.14% Min. Required Liner Thickness ——————————————————— 1.5 Ft. Lagoon Surface Area: (Inside TOD) ——————————————————— 45,300 S.F. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 (910)289-2111 Grower: J.T. BRINKLEY (COMPANY) I c: .� Designed By: JWR Address: P.O. BOX 759 Checked By: JES ROSE HILL, NC Date: 11/07/97 Coun DUPLIN Sheet 2 of 7 ACTUAL DESIGN VOLUME CALCULATIONS LAGOON STAGE-AREA VOLUMES Contour Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FT) 95.90 20,856 96.00 21,051 2,095 2,095 97.00 23,045 22,048 24,143 98.00 25,110 24,077 48,220 99.00 27,247 26,178 74,399 100.00 29,456 28,352 102,750 101.00 31,737 30,597 133,347 102-00 34,091 32,914 166,261 103.00 36,516 35,303 201,564 104.00 39,013 37,764 239,329 105.00 41,582 40,298 279,626 106.00 44,223 42,903 322,529 106.40 45,300 17,905 340,434 These volumes were calculated using the vertical average end area method. TOTAL REQD VOLUME: 282,288 CF CUMULATIVE VOL. ZONE VOL 105.14% END PUMP = = = = > 101.90 FT 162,970 CF TR'MT 162,970 100.60% - = = > 0 FT 263 507 CF TEMP 100,537 109.31% 0 6 START PUM P - - 1 4. , MAX STORAGE = = > 105.40 FT 296.787 CF STORM 33,280 117.55% Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 .t Grower: J.T. BRINKLEY (COMPANY) J *c Designed By: JWR Address: P.O. BOX 759 ( Checked By: JES ROSE HILL, NC Date: 11/07/97 Coun : DUPLIN Sheet 3 of 7 MINIMUM REQUIRED VOLUME CALCULATIONS Permanent Storage: Required Treatment Volume: Animal Type Ca aci * ALW * cu.ft. Ib = Total Nursery 0 301 1.00 0 Finishing 1,200 135 1.00 162,000 Farrow to weanling 0 433 1.00 0 Farrow to feeder 01 522 1.00 0 Farrow to finish 0 1,417 1.00 5- Boars 01 4001 1.00 0 Total Required Treatment Volume (cu. ft.)= 162,000 Sludge Storage Volume: Animal Type Capacity * ALW * cu.ft. Ib = Total Nursery 0 301 0.00 0 Finishing 1,200 1351 0.00 0 Farrow to weanling 0 4331 0.00 0 Farrow to feeder 0 5221 0.00 0 Farrow to finish 0 1,4171 0.00 0 Boars 0 4001 0.000 0 Total Required Sludge Storage Volume (cu. ft.)= 0 Temporary Storage Volume: Manure Production: jAnimal Type Capacily7 * Sto. Period * (gals/Hd./day) = otalli Nursery 0 1801 0.30 0 Firtishing 1,200 1801 1.37 295,920 Farrow to weanfing 0 180 4.39 0 Farrow to feeder 0 180 5.30 0 Farrow to finish 0 180 14.38 0 Boars 0 180 4.061 0 Total Manure Production(gals.)= 295,920 Total Manure Production(cuff)= 39,561 Excess Fresh Water: Animal Tvpe Ca aci * Sto. Period * als Hd. da = Total Nursery 0 180 0.20 10 Finishing 1,200 180 0.90 194,400 Farrow to weanling 0 180 2.90 0 Farrow to feeder 0 180 3.50 0 Farrow to finish 0 180 9.5010 Boars 1 01 180 2.701 0 Total Fresh Water Excess (gals.)= 194,400 Total Fresh Water Excess (cu.ft.)= 25,989 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 (910)289-2111 Designed By: JWR Grower: J.T. BRINKLEY (COMPANY) Address: P.O. BOX 759 Checked By: JES ROSE HILL, NC Date: 11/07/97 County: DUPLIN Sheet 4 of 7 Temporary Storage Volume: (Cont.) Rainfall in Excess of Evaporation: Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft Vol.= (45300 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft. Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 26,425 Storm Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft. Vol.= (45300 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft. Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 28,313 "Heavy Rain" Storage: Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft. Vol.= (45300 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft. Total Required Volume for 'Heavy Rain° (cu.ft.) = 0 (for Extended Periods of Chronic Rainfall) Additional Water Storage: No Additional Water Storage is Required Total Required Storm Storage (25 Yr. / 24 Hr. Storm + "Heavy Rain") = 28,313 (CU.FT) Total Required Temporary Storage (Manure Prod. + Excess Fr. Water + Rainfall Excess) = 91,976 (CU.FT) Total Required Permanent Storage (Treatment + Sludge) = 162,000 (CU.FT) TOTAL REQUIRED VOLUME= 282288 (CU.FT.) Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28453 (910)289-2111 Grower: ' J.T. BRINKLEY (COMPANY) Designed By: JWR Address: P.O. BOX 759 Checked By: JES ROSE HILL, NC Date: 11/07/97 County: DUPLIN Sheet 5 of 7 LAGOON DESIGN SUMMARY Top of Dike Elevation ------------------- 106.40 FT. Emergency Spillway Crest Elevation------------------- Not Applicable Top of 25 yr/24 hr Storm Storage ------------------- 105.40 FT. Top of "Heavy Rain" Storage ------------------- Not Applicable Start Pump Elevation ------------------- 104.60 FT. End Pump Elevation ------------------- 101.90 FT. Top of Sludge Storage ------------------- Not Applicable Seasonal High Watertable Elev. ------------------- 99.50 FT. Finished Bottom Elevation ------------------- 95.90 FT. Inside Top Length ------------------- 300.00 FT. Inside Top Width ------------------- 151.00 FT. Side Slopes ------------------- 3:1 H:V Lagoon Surface Area ------------------- 45,300 SF Min. Liner Thickness (if required) ------------------- 1.5 FT. Freeboard Depth ------------------- 1.00 FT. Temporary Storage Period ------------------- 180 Days TOTAL DESIGN VOLUME = 296787 (CU.FT.) Zone Depths: Treatment/ Sludge Storage Zone Depth ----------- 6.0 FT. Temporary Storage Zone Depth ----------- 2.7 FT. Freeboard / Storm Storage Zone Depth ----------- 1.8 FT, Total Lagoon Depth ----------- 10.5 FT. Murphy Family Farms Engineering P.O.Box 759, Hose Hill NC 28456 (910)289-2111 Grower: J.T. BRINKLEY (COMPANY) Designed By: JWR Address: P.O. BOX 759 Checked By: JES - ROSE HILL, NC Date: 11/07/97 Count : DUPUN Sheet 6 of 7 ZONE ELEVATIONS TOP OF DIKE ELEV = 106.40 / TOP OF STORM ELEV = 105.40 / 1 1 1 / STRT PMP EL.= 104.60 TOP OF TEMP STORAGE ELEV = 104.60 / 1 I END PMP EL. = 101.90 TOP OF TREAT ELEV = 101.90 / S*HWT = 99.50 1 / 1 I 1 I FINISHED BOTTOM ELEV = 95.90 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 F r: J.T. BRINKLEY (COMPANY) Designed By: JWR ss: P.O. BOX 759 Checked By: JES ROSE HILL, NC Date: 11/07/97 : DUPLIN Sheet 7 of 7 This livestock waste treatment lagoon is designed in accordance with the North Carolina Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT LAGOON, revised prior to June, 1996. Emergency Spillway: An Emergency Spillway is not required. NOTE: See attached Waste Utilization Plan „ : 9a►, , ,J CA PO DESIGNED:—L� tL l ,. DATE: o _ 3973 z � E 51 COMMENTS: '''"P„tilVIV01011 Ar Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY R ADDRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 COUNTY: DUPLIN SHEET" 1 OF 3 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 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 material may 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 equivalent method. Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectable. 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 with an impoundment capacity of 10 acre—feet or more fall under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of Environment, Health and Natural Resources, Land Quality Section. 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 CLAY LINER THICKNESS SHALL BE 1.5 FT. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION. SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS ARE REQUIRED. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 F ER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR SS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 TY: DUPLIN SHEET 2 OF 3 When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the engineer or his representative. REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS. Soil liner material shall come from an approved borrow area. The minimum moisture 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 moisture content during placement. The maximum moisture 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 95 percent of the Standard Proctor Maximum Dry Density (ASTM D698) 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 permeability 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 in an established pattern helps assure uniformity in the entire placement and compaction process. For most clay soils, a tamping or sheepsfoot roller is the preferred type of compaction equipment In accordance with NRCS South National Technical Center (SNTC) Technical Note 716 (revised September 1993) the maximum allowable specific discharge of the liner is 1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the liner material, the liner thickness, and the hydrostatic pressure on the liner. With the minimum required liner thickness stated earlier and the maximum liquid depth in the lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon completion of the liner, undisturbed samples will be taken and tested for actual permeability. Any permeability tests indicating a higher permeability than stated above will be considered as failing. Failing tests will require recompaction of the liner material and retesting. For lagoons being built in soils which do not require clay lining the same permeability requirements apply as for clay liners and testing of the in—situ material will be conducted. During the excavation process, soils at the excavated surface are loosened as adjacent material is being removed. As a result, the permeability of these surface soils is increased. To insure proper compaction and minimum soil permeability, when lagoon excavation is complete the inner side slopes and bottom shall be rolled thoroughly prior to testing. Murphy Family Farms Engineer 7g P.O. Box 759, Rose Hill NC 28458 (910)289-2111 e GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR ADDRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 COUNTY: DUPLIN SHEET 3 OF 3 The soil liner shall be protected from scour produced by the discharge from waste outlet pipes. This can be done by using some type of energy dissipator: concrete flumes, concrete blocks laid tightly together, or using flexible pipe 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 Specification or are shown on the drawings. CUTOFF TRENCH: A cutoff trench shall be constructed under the embankment area when called for in the notes on the drawings or as shown on a typical cross section on the drawings. The final dimensions of the cutoff trench shall be determined by observation of the foundation materials during construction. VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction according to the seeding specifications. Topsoil, if available on site should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if 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: An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the proposed embankment toe to verify that no subsurface drain tile lines are present in the lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width adequate to accommodate equipment used for backfill and compaction. Trench side slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the EXCAVATION AND EARTHFILL PLACEMENT section of the specification. When tile drains are encountered, the the will be removed to a minimum of 25 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with material approved by the engineer or his representative. Tile drains that are not removed shall be either capped off or rerouted around the lagoon, as directed by the engineer or his representative. SAFETY AND HEALTH REQUIREMENTS: All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and health regulations shall be observed and appropriate personal safety and health measures used at all times during construction. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR ADDRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 COUNTY: DUPLIN SHEET 1 OF 1 SEEDING SPECIFICATIONS ACREAGE TO BE SEEDED: 2.0 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 120 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 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 200 LBS. HULLED COMMON BERMUDA GRASS AT 100 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 APPLY THE FOLLOWING: 2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 4 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREAS 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 DEVICE. APPLY MULCH AND SECURE WITH AN ANCHORING TOOL OR NETTING. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 GROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR ADDRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/57 COUNTY: DUPLIN 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 of temporary storage for: (1) manure production of animals, (2) excess fresh water storage, (3) rainfall in excess of evaporation, (4) storage for the 25 year/24 hour storm for the location, (5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall events. Allocation for any additional fresh water usage is also included in the temporary storage. The volume of waste generated from a given number of animals will be fairly constant throughout the 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 staff gauge must be installed in the.lagoon that indicates the start pumping and stop pumping levels. The start pumping level is the maxium liquid level under normal operating conditions. The stop pumping level is the minimum liquid level under normal operation to maintain required treatment volume and depth. Pumping can be started and stopped anywhere 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. However, it is recommended that the lagoon be kept pumped down as much as possible. Land application of wastewater is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling guns. Care should be taken when applying waste to prevent damage to crops or runoff to surface waters. The following items are to be carried out: 1. It is required that the treatment lagoon be precharged to one—half the treatent volume or as otherwise specified on the lagoon design drawings before wastes are introduced. The purpose is to prevent excessive odors during start—up. Precharging 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. (A2. The attached Waste Utilization Plan shall be followed. The plan recommends l sampling and testing of waste before land application. Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 GROWER: J.T. BRINK[ EY (COMPANY) DESIGNED BY: JWR ADDRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 COUNTY: DUPLIN SHEET 2 OF 2 3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the elevation 104.60 as marked by the staff gauge. Stop pump—out when the fluid level reaches elevation 101.90. This temporary storage, less 25 year/ 24 hour storm, contains 100537 cubic feet or 752020 gallons. 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inches 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 or damaged areas 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 such that waste will not reach other property or public rights—of—way. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. Waste shall not be discharged into surface waters, drainageways, or wetlands by either discharge or by over—spraying. The Department of Environment, Health, and Natural Resources, Division of Water Quality, has the responsiblilty for enforcing this law. r . Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)289-2111 GR BRINKLEY (COMPANY) DESIGNED BY: 'AIVR ADME"),S.- if 130 X. 75_9 CHECKED BY: j E-S )C DATE: 11/C_097 GOUNTY.- LIU["'LIN SHEET ] 01` 2 )Iarl_.�iT.tncy &qtion S1101-11d develop a specific emergency action 13 lan fog- Voi j r waste handlit icl system.. This plan will be Implemented in the event that wastes ibxri your operation an- leaking, overflowing, or running off the site. You should NOT waii: until wastes 1'eRCh SU1fr1('.'P Water or leave your, property to consider that you have a problem. YOU ShOUld make even/ aftort to ensure that this does riot happen. This plan should be available tc all di employees 'A" iho facility, as accident,.,;, leaks, and breaks o:)uld happen at any time. Your 1! plan should t,',Alow this format: I 8"op 'he ielease of wastes. Depending on -the situation, this mayor may not bie gest pos�,,il_:.h, ':)u(g L ed responses to problems are listed below: A. I_a( f --ion�.1 overflow—possible solutii--ms are: soil to berm to temporarily increase elevation of dam—any per-f­ri,-.'trwnt :flieration of the dam should be approved by a qualified professional engineer C)I` qualified technical specialist p;.,,mp wastes to field at an acceptable rate stqp all additional flow to the lagoon (waters)---hold waste in h0l.]Si� if possiblE: cal1 ,-3. pumping contractor t. i 'iake sure no surface water is entering lagoon - NME: ed-)ove listed activities should be started when your lagoon level has exceeded the 1*::Viporary storage level. is from waste application field—actions include: immediately stop waste application cn.!ate a temporary diversion or berm to contain the waste on the fir;ld ir,,(:orporate waste to reduce further runoff C�. Lk ,rtkage from the waste distribution system: pipes and sprinklers--actions include: stop recycle (flushing system) pump stop irrigation PLIMP close valves to eliminate further discharge separate pipes to create an air gap and stop flow llH.'.,1h system, houses, solids separators--actions include: stop recycle (flushing system) pump stop irrigation PLIMP make Sure no siphon effect has been created separate pipes to create an air gap and stop flow i. 0. Lei:->.kage from base or sidewall of lagoon. Often -these are seepage as oppas3d to v0iiq leaks—possible action*: 6"i,I a small well or ditch to catch all seepage; put in a submersible pump, and pump back into lagoon if holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clayey soil ic)tl ier holes may be likewise temporarily pluggEld witl'i clay soil .................. Murphy Family Farr;'i—sEngineering P.O. Boz 759, Rose Hill NC 28458 (910)239—,?111 T ROWER: J.T. BRINKLEY (COMPANY) DESIGNED BY: JWR DRESS: P.O. BOX 759 CHECKED BY: JES ROSE HILL, NC DATE: 11/07/97 OUNTY: DUPLIN SHEET 2 OF 2 *Lagoon problems require the consultation of an individual experienced in the design and construction of lagoons for permanent repair measures. 2. Assess the extent of the-spill and note any obvious damages. A. Did the waste reach any surface water? B. Approximately how much was released and for what duration? C. Any damage noted, such as employee injury, fish kills, or property damage? 3. Contact appropriate agencies. A. During normal business hours, call your DWQ regional office, at 910-395-3900 after hours, emergency number: 910-733-3942. Your phone call should include: your name, name and exact location of facility, telephone number, the details of incident from item 2 above, and the location or direction of movement of the spill, weather and wind conditions, what corrective measures have been undertaken, and the seriousness of the situation. B. If spill leaves, or is likely to leave, property or enters surface waters, call local emergency management service (EMS) at 910-296-2160. C. Instruct EMS to contact local Health Department D. Contact local Soil and Water Conservation District Natural Resources Conservation Service office at 910-296-2121 for advice/technical assistance. The Extension Service can be reached 910-296-2143 for advice/technical assistance. E. Contact Murphy Family Farms Land and Nutrient Management Department at 910- 289-2111 for advice/technical assistance. 4. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE PO BOX 4% KENANSVILLE, NC 28349 910—296—2143 DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT NATURAL RESOURCES CONSERVATION SERVICE PO BOX 277, KENANSVILLE, NC 28349 910—296—2121 DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM PO BOX 909, KENANSVILLE, NC 28349 910-296-2160 DIVISION OF WATER QUALITY 127 CARDINAL DRIVE EXT WILMINGTON, NC 28405 — 3845 910-395-3900 Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910)269-2111 Insect Control Checklist for Animal Operations Source Cause BMPs to Minimize Insects Site Specific Practices Liouid Svstems Flush Gutters • Accumulation of Solids Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed; 91 Remove bridging of accumulated solids at discharge Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30%of surface. Excessive Vegetative • Decaying vegetation EKMaintain vegetative control along banks of lagoons Growth and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. my Qvctnmc Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g., bunkers and troughs)to minimize the accumulation QQ decaying.�vastage. O C can up spilllage on a routine basis(e.g.,7- 10 day interval during summer; 15-30 day interval during winter). Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment(e.g.,covered bin for brewer's grain and similar high moisture grain O "R r and remove or break up accumulated solids in filter strips around feed storage as needed. AMIC- November 11, 1996,Page 1 Source Cause BMPs to Minimize Insects Site Specific Practices Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along fences and feed wastage and other locations where waste accumulates and disturbance by animals is minimal. O Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes(i.e.inspect for and remove or break up accumulated solids as needed. Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis(e.g.,7-10 day Systems interval during summer;15-30 day interval during winter)where manure is loaded for land application 0 R6WN#adequate drainage around manure stockpiles. O Inspect for an remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC 27695-7613 AMIC- November 11, 1996,Page 2 E&B Farms #4 Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310519 Date: 2/7/2002r24 n f INSTRUCTIONS FOR USE Owner Signature: ♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1) ♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP. ♦ Items in bold or pre-selected are required. ♦ Add any site-specific details related to the selected BMPs ♦ Include any other odor control measures not listed ♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility. Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices FARMSTEAD ♦ Swine Production ❑■ Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution near property boundary and visual screening • May require third party input/approval ♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur from facilities and prevent ponding with stagnant conditions ❑N Maintain farm access roads and prevent traffic • Prevents spillage during transport and in waste application area tracking of waste onto public roads ❑ Other BMPs—please describe MORTALITY MANAGEMENT ♦ Carcass ON Dispose of mortality using method approved • Required by statute and permit Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval According to CAWMP(Mortality Management Checklist) and permit(s). ❑ Put carcasses in refrigerated (or freezer) dead boxes within 24 hours for short-term mortality storage. ♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration complete combustion. ❑ Other BMPs—please describe Swine AMOC Page 1 of 6 APPROVED—7/25/2019 E&B Farms #4 Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310519 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE/BARN—WASTE HANDLING ♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems ♦ Odorous Gases M Flush pits at least 4 times per day • Pit-flush systems ♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems decomposition ❑■ Underfloor flush with pit ventilation ♦ Agitation of wastes Install/extend fill lines to near bottom of tanks with anti-siphon vents ❑■ Install covers on outside waste collection or junction box ❑ Install sump tank covers for lift stations ♦ Ammonia ❑ Flush/recharge with treated effluent ❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit chemical additive ❑ Other BMPs—please describe HOUSE/BARN—FLOOR AND INDOOR SURFACES ♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits ❑� Install fully slotted floor system ❑■ Install waterers over slotted floor area ❑■ Install feeders at high end of solid floors •Where applicable ♦ Odorous Gases ❑■ Scrape manure buildup from floors and walls •Aids in animal cleanliness ❑■ Keep floors dry •Aids in animal cleanliness ❑� Install underfloor ventilation for drying ❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems keep bedding dry ❑ Other BMPs—please describe Swine AMOC Page 2 of 6 APPROVED—7/25/2019 E&B Farms #4 Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310519 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices HOUSE/BARN—VENTILATION ♦ Dust ❑■ Clean fans regularly—specify frequency ♦ Volatile/odorous gases ❑■ Efficient air movement ❑ Install temperature and humidity sensors to control ventilation ❑ Treat barn exhaust • Examples: biofilters,wet scrubbing, windbreaks • May reduce ventilation rate depending on method ❑ Other BMPs—please describe HOUSE/BARN—FEED ♦ Dust ❑ Install feed covers ♦ Adsorbed Gases M Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D .1802 When necessary to add/remove feed ❑ Minimize free-fall height of dry feed ❑ Install feed delivery downspout extenders to the feed covers ❑ Remove spoiled/unusable feed on regular basis ❑ Feed pellets instead of dry meal • May require third party input/approval ❑ Use feed additives • May require third party input/approval ♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval ❑ Other BMPs—please describe HOUSE/BARN—GENERAL ♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65% ♦ Odorous Gases to control ventilation ❑ Use ultraviolet light to treat indoor air ❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air charge system ❑ Other BMPs—please describe Swine AMOC Page 3 of 6 APPROVED—7/25/2019 E&B Farms #4 Swine Farm Waste Management — Odor Control Checklist Permit No.: AWS310519 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAGOON/WASTE STORAGE STRUCTURE ♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required for proper anaerobic treatment ❑ Minimize free-fall height of waste from discharge pipe to lagoon surface ❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner liquid level ❑■ Maintain proper surface area-to-volume ratio ❑■ Use correct lagoon start-up procedures ❑ Aerate for odor control ® Manage sludge levels based on annual sludge survey as required by permit ❑ Keep spilled feed or foreign debris out of lagoon to prevent excess sludge accumulation ❑ Install/use solids separation system ❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation ❑ Use permeable lagoon covers(not a digester) ❑ Use impermeable lagoon cover or • Methane can be flared if not utilized anaerobic digester ❑ Other BMPs—please describe LAND APPLICATION ♦ Odorous gases ® Perform land application in accordance with CAWMP ♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802 ❑ Pump from second stage lagoon ❑ Follow good neighbor policy •Avoid application on known weekends, special days,or holidays/eves if possible ❑■ Operate at minimum recommended pressure ❑ Increase setbacks beyond those required by statute, rule, or permit Swine AMOC Page 4 of 6 APPROVED—7/25/2019 E&B Farms #4 Swine Farm Waste Management—Odor Control Checklist Permit No.: AWS310519 Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices LAND APPLICATION (CONTINUED) ❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly (especially for traveling guns or impact wind speed within 24 hours prior to sprinklers) anticipated start ❑ When practical, apply waste on sunny days a Allows for vertical dissipation of odor rather than cool,overcast days ❑ When possible,apply waste mid-morning to *Allows for better vertical dissipation of odor late-afternoon ❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles nozzles ❑ For traveling guns, use largest-available nozzle that provides acceptable application uniformity ❑ Replace impact sprinklers with low-drift nozzles on center pivots and linear move systems. ❑ Use hose-drag system ❑ Use injection method for waste application ❑ Other BMPs—please describe SLUDGE DISPOSAL ♦ Odorous gases FE-1 Transport sludge in covered vehicles or tankers Apply in thin, uniform layers • Speeds drying and prevents ponding Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event, practical after application,and in accordance whichever is first,for conventionally tilled with permit. bare soils ❑■ Use injection method for sludge application ❑ Dewater sludge prior to application ❑ Use alternatives to land application, such as compost,gasification, energy generation, etc. ❑ Other BMPs—please describe Swine AMOC Page 5 of 6 APPROVED—7/25/2019 ADDITIONAL INFORMATION AVAILABLE FROM: Air Management Practices Assessment Tool (AMPAT) www.extension.iastate.edu/ampat/ AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service Options for Managing Odor: A Report from the Swine Odor Task Force NC State University Swine AMOC Page 6 of 6 APPROVED—7/25/2019 Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality a a Burial three feet 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.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table.Attach burial location map and plan. El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture&Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services (G.S. 106-549.70). a Any method which, in the professional opiniontof the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signatur f Farm Owner/Manager Date Signature of Technical Specialist Date 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. • AWG 100000- Swine Facilities • AWG200000 -Cattle Facilities • AWG300000 -Poultry Facilities with a liquid waste management system You have recently been issued a Certificate of Coverage(COC)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 OIC,a designated backup OIC, or a person under the supervision of an OIC 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. [C.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.[1 SA NCAC 02T.0108(b)] Please check the box below that indicates your commitment to do one of the following. !� Within twelve(12)months of the effective date of a COC 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. i i I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person under the supervision of an OIC or backup OIC at all times during the land application of waste. "l 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. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Facility Name T Permit Number 5 1- 9 Owner/Permittee Name and Title(type or print) Signature of Owner/Permittee Date Signature of Operator in Charge(if different from Permittee) Date Mail to: Animal Feeding Operations 1636 Mail Service Center Raleigh,NC 27699-1636 DTASIE 1-22-2020