Loading...
HomeMy WebLinkAbout260063_Permit Renewal Application 2019_20190410State 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, 2019, 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, 2019. 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. Farm Number: 26-0063 Certificate Of Coverage Number: AWS260063 2. Facility Name: Rodne} Hall Farm 1-4 3. Landowner's Name (same as on the Waste Management Plan): Rodney A Hall 4. Landowner's Mailing Address: 9945 NC Hwy 210 S City: Autrvville State: NC Zip: 28318-7613 Telephone Number: 910-531-4340 Ext. E-mail: M ha 1 + of ". ne-I 5. Facility's Physical Address: Ruth Vinson Rd City: Autryville State: NC Zip: 28318 6. County where Facility is located: Cumberland 7. Farm Manager's Name (if different from Landowner): 8. Farm Manager's telephone number (include area code)( i o7631 4370 9. Integrator's Name (if there is not an Integrator, write "None"): Prestage Fanns Inc 10. Operator Name (OIC): Rodney A. Hall Phone No.: 910-531-4340 OIC #: 19321 11. Lessee's Name (if there is not a Lessee, write "None"): Non& 12. Indicate animal operation type and number: Current Permit: Operation Types: Operations Type Allowable Count Swine - Wean to Feeder 6,080 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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) 1 199 4-- CLAY I53)((o4- .Zst o0 19.00 2(NEW) ryritE4IsryCLAY 2-2-7.j54' 35,750 t9.0 Mail 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) to the 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 h. 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, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov 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 143-215.6B, 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.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: Signature: Name: Signature: Name: Signature: rit9 I. h al ( Title: V A 1 - (9-,Lcvit, icz.(212) tt hI-e 5. ULAAA Date: Title: Date: Title: Date: OAAN,r. - ace-19 THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Director NORTH CAROLINA Environmental Quality February 27, 2019 Rodney A Hall Rodney Hall Farm 1-4 9945 NC Hwy 210 S Autryville, NC 28318-7613 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: giK 4,i49"19. Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at hips://deq.nc.eov/about/divisions/water-resources/water-quality-reeional-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order to assure Your continued coverage under the State Non -Discharge General Permits. you must submit an application for permit coverage to the Division. Enclosed you will fmd a "Request for Certificate of Coverage Facility Currently Covered by an Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019. Please note that vou must include one I11 copy of the Certified Animal Waste Manaeement Plan iCAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Enclosures cc (w/o enclosures): Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Fayetteville Regional Office, Water Quality Regional Operations Section Cumberland County Soil and Water Conservation District AFOG Section Central Files - AWS260063 PrestaQe Farms Inc DE North Carolina Department of Environmental Quality ( Division of Water Resources _ 532 N_ Safisbury St! 1636 Mail Service Centex I Raleigh, North Carolina 27699-1636 ""� 919.707 S000 Producer: Name of Farm: Location: Phone: Type of Operation: Number of Animal: Storage Structure: Method of Application: Waste Utilization Plan Rodney Hall Rodney Hall Farm 9945 Hwy 210 South Autryville NC 28318 910-531-4320 Wean -Feed 6080 Anaerobic Lagoon Irrigation Amount of waste produced per year: Amount of plant available N (PAN) produced/year: County: Cumberland 2567 ton/year 2918 lbs./year 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 the 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 not be applied to land eroding at more 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 in runoff to the 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 crops production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different applications methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which Rodney Hall Farm Page 2 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 the 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. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract No. Zone No. Soil Type Crop Code Yield/Ac Lbs. N unit Acres Lbs N Used Month to Apply Lbs. N Per Ac. 4063 1 AuA CB -Hay 5.5 50 3.27 899 MAR-SEP 275 4063 1 AuA SG -Hay 1 50 3.27 164 OCT-MAR 50 4063 2 AuA CB -Hay 5.5 50 3.25 894 MAR-SEP 275 4063 2 AuA SG -Hay 1 50 3.25 163 OCT-MAR 50 4063 3 AuA CB -Hay 5.5 50 3.23 888 MAR-SEP 275 4063 3 AuA SG -Hay 1 50 3.23 162 OCT-MAR 50 4 AuA CB -Graze 5•5 49 2.94 794 MAR-SEP 270 4 AuA SG -Graze 1 50 2.94 147 OCT-MAR 50 Total 9.75 • 4110lbs. Available Nitrogen 2918 lbs. Surplus or deficit -1191 lbs. Zone 4 has a Waste Utilization Agreement with nieghbor to apply waste on his land, and producer will be using temporary pipe for this application. 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. Rodney Hall Farm Page 3 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 bermudagrass), forage must be removed through grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity, especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will definitely interfere with the 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 mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 438 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years you will have approximately 2189 lbs. of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 7 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity Rodney Hall Farm Page 4 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 irrrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract No. Field No. Soil Type Crop Code Applic. Rate(in/hr) Applic. Amount 4063 1 AuA CB -Hay 0.6 1.0 4063 1 AuA SG -Hay 0.6 1.0 4063 2 AuA CB -Hay 0.6 1.0 4063 2 AuA SG -Hay 0.6 1.0 4063 3 AuA CB -Hay 0.6 1.0 4063 3 AuA SG -Hay 0.6 1.0 4 AuA CB -Graze 0.6 1.0 4 AuA CB -Graze 0.6 1.0 Rodney Hall Farm Page 5 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 limitations. 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 instances should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to appling the waste. NARRATIVE OF OPERATION Rodney Hall Farm Page 6 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply waste. If the producer does not own adequate land to properly dispose of waste , he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG standard 393 - Filter Strip). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff does not occur offsite or to the surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). Rodney Hall Farm Page 7 REQUIRED SPECIFICATIONS (continued) 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 he 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, drainage ways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from wash down facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidences 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 vegetation 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 the bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soil shall be monitored and alternative crop sites shall be used when these metal approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Page 8 WASTE UTILIZATION PLAN AGREEMENT Name of Farm: Rodney Hall Farm Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facili Owner: Rodney Hall Signature: C.L Name of Manager (If di f Pent from owner) Signature: Name of Person Preparing Plan: G. Glenn Clifton Affiliation: Prestage Farms, Inc. Address: P.O. Box 438 Clinton, NC 28329 Signature: Phone: 910-596-5749 Date: Date: �'IZ8113 • • . x - X A - c X ic • zu !: 11;5 i •2 • : ; ; • : • • ; : • : • ; t : . • I ; • . : t ; • : • - . • . : • ! ; . • , . • • ;- : XSPRI$kL ; OA 0- 00. s " : - - - : 2 ; . • I • I.; I . : ; t • r . ; 2Y4JJtOZ 4)o' p ..41_;2. !! ; : wet'ae• Vlirritt-raiz 4_ : • _ . . . . • • • ' ; ; ; 614 e 3 -1- • : • X • • J,C , . - • ' • : : i • . ; ! • : ; - ! • , . ; ; , • , • , : • ; ; : - . 5 • - • Iff, : • • i • • . • • cv ....PgIAIKEgS • .];ET• . : • ; ! ; ; ; • ' • ' ; • • • • : . • • -5- : . --3 , • ; • . -- : :-. i • -*.o•Proe.-4-o04-1Ailire. '--:••,.%--"iiiidinE .. '• • '.. :: • .:, • : ! ; : ; ".eitteitiiii- • t7.4 s.L __ •._]_•••••:-. - - - • - - . • • • , • , , , • - • : - : ' • - - • • • • , . ---- -- : : , . : , , , . : : : : , . • - " , • • i • i ' : :. ' 7. I i '• --- --;_7. -',.:::::_:iJ:,414Te 001i*107g•iitlXLele -;.11.1 :•._1.4o i,o.c..i. ; : : i - • • : : ;_:_r_.--- .; I i , : ‘ i : • - ; 7 ; - • - • • • • _.__________ •.___________ . . . • • ,__: : • - I ; • ; ; : ; .1. t t - : . • i ; ; i t i ! i t ' i t CI- i • ; : • ' • : t.-; ; : - : ;--i,- '.---1-1- _.,,,,_____... : •_. _!,,_: • t_ I: -!,.; Sj2..'? it , , ! . : , ' ; i: , : , , , • . • ; f :. : I i • , , :f i--, :ii!'•.;;H;C-7.--77. ',. .. . .:: IT -:- :. . i..14,44-;.2.'• '.._,' 4i-k :Ate... , i : ; :•.; , Hr. : i . : : , ; ; • r : ! : ; ! • :. : ; 5 ' - ; • ; : ! ; ! : : : : : # i .: t_ • - . . _ . . , . . . , . . . . . , ; : . : ; , 1 ! .. i . : : i . • - . , : . i : . . : : : , ; . 1 ; . . . ; : ; I ; : . : : : • . I. . ' ; : : . ! ! :. . • : i ! ; ' '___! ' . : : • 1 ' L_ : • ._____-_ - _i___:__Li_i : - : ' • -: • . • • :•-• r Zekit,E. ' 0 !-•! 314 3 .444.--,-- " ' ' : ' ' - . .,.. ,•• , ---,,...-i; :,,t.: ;•,,i1-7-; ; . • - _ . ;,• . .,‘,...,. , . -_..- ..._ - - - - --• • '•- -----:-'71.7_ ei7.eack..,-; :•••• OV75._441.-t..... : • ' • ' ____' .1. - •_'i_ • ' : • : ' • ' ; : '` ' ;1' - ' - ; : = ; ; = ; ""i ;•-; . :::,••,•:': t,ii:1-.1t„ti•• ';•.- •tt,:t ; • =1:Iiit=;•..i;-ii'iii: 7irlil'Er-r'Ff. ''''':-":---,---7 c--!---:---. -71-7--i--r":-1---; .--1--:--i, t t ; t ; t , -;- • : • ; • : i i 1 ;,--1- ' . • • : • ; " ; ' i--- i : '- !--: .._ •:-1'" ; _,_...!_._,..__,__!_.:_! C ,. - .._, , -, ; . -....1 -, .. _. ... . , . . , t; , : . , , . , . ; . , , : - : 1 I. ; i . r-H. ; ; : ;' : : i , , : : : i . '; '' 1 ' • i ' . ' ' —; :` . ._ . ...... .... 7 ' , :1'..-..- • • ":. ; 1 L . , ...... i ., , : • ; . • : • • , • i . 7 : ' ' 7 , . ; . ' I ' ; ' " , ‘• , • ' ' ;,. , t_. ' • • • : • • ' ' . . • • • - . . 7 :'-1.-: 7 I ; • 1 : • r-- • .F . --..rA.'-4,V4....--.. CiLite.,,. • . . ______.• • • _ • .,. : ::::.:•,••.,,,.:•••._,...:_,:••.-::,•,-•• , ., . , - ---- '-• -- • --.----•;eitifilic,.e. Fitgius-2".-4c,..,_. : • __ , : • _ _ . ,, :: .::„;•, :,,,,, t I I • : ' • • • ..„i : ! • ' ! ! ; .., ! ! • . ' .- : - ', ; , ' i':„ ; ; : ''. ; , . • • -i. • , ..—!-- '-i i H; -7: :-. TT i ; -1-- . • • ; . - . : . ; • i 4 .492.4 ife. 7 : , t . : , : , . : , , . , , : ! , ; , . • : . • - . : . : , , : • . , . ;----: • , : 7 : ; . : • • ; 2 ; . • • . . t - I ...• ... : .. • _ - ....• • - . • • : , " • '. - ' , V • • : , • . • 1 ; , ' •• , 'I 4 , , , : , : • : , . „ . i I I • { • . : : I - • ' 7 ; • ; . i • ' • ; : Z Z • •—• .; . . •••.;. •-.. - ' ..- .... ; ; i; ' . : : . • , . -- --.. ' : • . • • , - . ; • .. • • i • ‘ . • -• i ' : • . . f ' ; ... •• ' . ' i , : . 1 • . ' . : ' , '• ' i , - - ' . • • ' , 't , , . • • - : -- - - - - - - , - ' -- : - ;- :--- -- • • •-• 1 • - . - • • . . . • . • . - • . , . ! : • : ; . . • • • . • • 7 , • - . . • • . . • • • - . . . , , . , i • : , 1 • ; . : . i : : • • • ; • • : • = i t ' • ' ..=, ' • I. . . , . 1• , • ' • i ' • - -• - - ' - : -- - - - i • - --- - -- 7*- 7 -7'7- •", 7 . • . 7 . ; • • . ...: _ ,,' . - : • I ; t • • : 2, -,- . 2i!.' . . . .; .! I • . , ! 2 :, : 2 : , 2 . _s_ : : : • . ! i - • ' • - t : , . • ....: • : t, • . : , • I I : : 2 • ; !- ' ; - ' r--T ' ' T— . i. , 7 ; : • ' ; : • " ' . . , • : ' : : ' " . . • i : • , • • . 1 . • • • • , • • . 2 •.• • .•• . . • . 7 -- • F:otiney HaII Cumberland County Spray. Fiefs! 1 inch = 200 feet .. CUMBERLAND COUNTY EMERGENCY ACTION PLAN DIVISION OF WATER RESOURCES (DWR) 910-433-3300 EMERGENCY MANAGEMENT SERVICES (EMS) 910-321-6736 SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-484-8479 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-484-8479 COOPERATIVE EXTENSION SERVICE (CES) 910-321-6860 This plan will be implemented in the event that waste from your operation are leaking, overflowing, or running off the 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 response to problems are listed below: A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam, any permanent alteration of the dam should be approved by a qualified technical specialist. b. Pump wastes to field at an acceptable rate. C. Stop all additional flow to the lagoon, hold wastes in the house if possible. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from wastes application field -action include: a. Immediately stop wastes application. b. Create a temporary diversion or berm to contain the waste. C. Incorporate waste to reduce further runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinkler -action includes: a. Stop recycle (flushing system) pump. b. Stop irrigation pump. C. Close values to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush system, houses, solids separators -action includes: a. Stop recycle (flushing system) pump. b. Stop irrigation pump. https:,t,vrnx. Itrstar.netiserlicet;^o[tie(-;'idr,734t5&part=2&.auth-co&d:sp-a 3:37 PM C. Make sure no siphon effect has been created. d. Stop all flows in the house, flush systems, or solid separators. e. Repair all leaks prior to restarting pumps. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -possible action: a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and pump back into lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. C. Have a professional evaluate the condition of the sidewalls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and what duration? C. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office, at 910-433-3300, after hours, emergency number: 1-800-858- 0368. Your phone call should include: YOUR NAME , FACILITY NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS, THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE SERIOUSNESS OF THE SITUATION. b. If the spill leaves the property or enters surface waters, call local (EMS) Emergency Management Services at 910-321-6736. C. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District, Natural Resources Conservation Service office at 910-484-8479 and Cooperative Extension Service at 910-321-6860 for advice/technical assistance. 4. If none of the above works call 911 or the sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of the problem to minimize off - site damage. a. Contractors Name: b. Contractors Address: fV10.r� (�nor c 1 i n-ar, 1\Ic M3A. hops://vmx.intrstar.ne: serd;ce;honze;-;?i:1=73r 5&part=2&auth=coaai sp=a 3!2o/19, 3:37 PM Page 2of C. Contractors Phone: " t (0 510 457 Page 2 6. Contact the tech is 1speecialistto rtified the lagoon. a. Name: ep.( ►11 Clt (1Iti6Y) b. Phone:1 (0 3 (5- K3 I1 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 8. If you are a contract swine grower associated with a swine company integrator, contact the company representative at 910-592-5771. ittps: !„nix.:ntrstar.netiservice,t omefrpid=73443&part=2&autil-..co&d:3p=a 3/26719, 3:37 PM Page 3 of 4 Page 3 https:livmx.:ntrstar.net/service] ome; /? d-73°45&part-2&autii=co&d'sra-a 3/23/19, 3:37 PM Page 4o`4 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects 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 Ci Remove bridging of accumulated solids at discharge Lagoons and pits • Crusted solids 0T 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 to 8 inches over more than 30 percent of surface Excessive vegetative • Decaying vegetation ! ' Maintain vegetative control along banks of growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders • Feed spillage O Design, operate, and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage 0 Clean up spillage on a routine basis (e.g., 7- to 10- day interval during summer; 15- to 30-day interval during winter) ?Sr 4' '�� Q���y� . `v' `.1* ®d .- r� oy le Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production C► ' Vegetative or wooded buffers Recommended best management practices C3' Good judgment and common sense Animal body surfaces • Dirty manure -covered O' Dry floors animals Floor surfaces • Wet manure -covered floors 0 Slotted floors 0' Waterers located over slotted floors O Feeders at high end of solid floors 0 Scrape manure buildup from floors O Underfloor ventilation for drying Manure collection • Urine pits • Partial microbial decomposition C► Frequent manure removal by flush, pit recharge, or scrape O Underfloor ventilation Ventilation exhaust • Volatile gases fans • Dust 0" Fan maintenance 0/Efficient air movement Indoor surfaces • Dust T ' Washdown between groups of animals O Feed additives O Feeder covers Feed delivery downspout extenders to feeder covers Flush tanks • Agitation of recycled lagoon liquid while tanks are filling 0 Flush tank covers O Extend fill lines to near bottom of tanks with anti -siphon vents Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Storage tank or basin surface • Partial microbial decomposition • Mixing while filling • Agitation when emptying O Bottom or midlevel loading 0 Tank covers O Basin surface mats of solids O Proven biologicaladditives or oxidants Settling basin surface • Partial microbial decomposition ▪ Mixing while filling • Agitation when emptying O Extend drainpipe outlets underneath liquid level 0 Remove settled solids regularly Manure, slurry, or sludge spreader outlets • Agitation when spreading • Volatile gas emissions O Soil injection of slurry/sludges O Wash residual manure from spreader after use O Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while slurry, or sludge on drying field surfaces O Soil injection of slurry/sludges 0 Soil incorporation within 48 hours O Spread in thin uniform layers for rapid drying 0 Proven biological additives or oxidants Dead animals • Carcass decomposition g Proper disposition of carcasses , Dead animal disposal pits • Carcass decomposition O Complete covering of carcasses in burial pits O Proper location/construction of disposal pits Incinerators • Incomplete combustion Cr Secondary stack burners Standing water around facilities • Improper drainage 12( Grade and landscape such that water drains away • Microbial decomposition of from facilities organic matter Swine Farm Waste Management Odor Control Checklist Source Flush alleys Cause BMPs to Minimize Odor • Agitation during wastewater 0 Underfloor flush with underfloor ventilation conveyance Site Specific Practices Pit recharge points • Agitation of recycled lagoon Cr Extend recharge lines to near bottom of pits with liquid while pits are filling anti -siphon vents Lift stations • Agitation during sump tank 0 Sump tank covers filling and drawdown Outside drain collection or junction boxes • Agitation during wastewater 0 Box covers conveyance End of drainpipes • Agitation during wastewater 0 Extend discharge point of pipes underneath at lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions • Biological mixing • Agitation ® Proper lagoon liquid capacity NI Correct lagoon startup procedures El Minimum surface area -to -volume ratio • Minimum agitation when pumping O Mechanical aeration CI Proven biological additives Irrigation sprin k_ ler nozzles • High pressure agitation • Wind drift ® Irrigate on dry days with little or.no wind 1 Minimum recommended operating pressure ® Pump intake near lagoon liquid surface O Pump from second -stage lagoon Version —November 26, 2018 Primary Secondary 00 00 -71 a ac El El El El El El a 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. Routine Mortality 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. 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. 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). Any method which, in the professional opinion of the State Veterinarian, wouldmake 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. Sig . *�- o Farm Owner/Manager Signature of Technical Specialist 3 /9 3�z4JI r Date Doerator;RODNEY HALL County;•M r' E- n a' ) Date; ..l_ 8 ! f`: ii Distance .5.i..___..- a_ nearest AVERAGE LTV__ WEIGHT _ 0 sows (farrow t!: i ._.. _-, ) 0 sows_.rr __w t- _ _ d 1 0 head :.finishing only) _- ('�i�?+l: �� (farrow .-''.i t:"i : wean) 3040 head ( tom: _ter! to feeder) 1417 _- !_I s . 522 - -- _ 433 l - ; . ?r % _ bs . tai AV{_ri n.? 1-__?e irkc=_.-_!ry•,- = 2. MINIMUM RFrinTRFD rr{_.E. M NT VOLUME --GO-ON Volume = 91200 _ - . ALW -. Treatment o i ume l C . l i_i , LS_-_?W Treatment tment `_t:._I-a-ume CF s _- 1- , ALW -' _ i�E-. .!. `,_ PLW Volume 1200 cubic feet VOLUME F R a i G•_ ACCUMULATION ... . i7 ! t_�'tii'�=:�. FOR : ,`.i�_...°.i+�.7_ Volume = 0.0 cubic: feet TOTAL DEi - 1 r VOLUME . !J ! .._. � '__._ .:. ?7ry;%ice inside top • e;!i_tth! (feet)-----------. Insde top width (fees-)-------- Io p of dike elevation (feet) --------.---. Bottom of iaiec3n elevation feRf )-------•- _hie'..Ji._:s.r (feet)-- --_...-.....-..._.. .-idle- slopes (inside lagoon) - Total design volume using `?r __=!%1o:,•rd.1s7 {:"i_ "N.. SS { -1•. D2 SSISIDE1 SS/STDE7 7.0 3,0 3.0 3.0 AREA OF TOP u LENGTH * WIDTH = AREA OF BOTTOM LENGTH * WIDTH -- 153.0 YS0 AREA OF MIDSECTION -_E:^- 1 TH * WIDTH :i. 4 191.0 -- 1 . formula LENGTH WIDTH 224.0 104.0 91 y0-i i ius 1 : _P H 11.0 .29(AREA OF C- 60i=1 CARFA Jr•. BOTTOM 54244 (AREA OF MT _ Sri_ ;-II iN 4 ! i FT. = [AREA TOP ± (4*AREA -i MIDSECTION) F.'E•BOTTOM] �_ - . i ! _ - i�:i?" :Gf-1 ! !i e.- ARFA :g DFFTH/6 1.R Total Designed Volume Available :. 153164 -•-_ . FT. 5. TEMPORARY STORASE REOUIRED 5A. 5B. DRAINAGE AREA: Lagoon (top of dike) Length * Width = 230.0 110,C 25300.0 square fee.. -- Buildings (roof and lot water) 0.0 square feet TOTAL DA 25300.0 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 Describe this area. Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 166592 gals. or 22271.7 cubic feet Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons per CF Volume = 0.0 cubic feet 5C. Volume of rainfall in e:cess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = Volume = 7.0 in * DA / 12 inches per foot Volume = 14758.3 cubic feet 7.0 inches 5D. Volume of 25 year - 24 hour storm Volume = Volume = 7.0 inches / 12 inches per foot * DA 14758.3 cutic feer 70T4L REGUIRED TEMPORARY 5TORASE 6. SUMMARY 5A. 5B. 50, 5D. 22272 cubic feet 0 cubic feet 14758 cubic feet 14758 cubic feet TOTAL 51788 cubic feet Temporary storage period==-=================> Rainfall in excess of evaporation===========> 25 year - 24 hour Side Inside top length===============~=========~=> Inside top width==========-----=============> Top of dike Bottom of lagoon elevation==================> Total required Actual design volume========================> Seasonal high watertable elevation (SH4T)===> Stop pumping Must be > or = to the SHWT elev.===------ => Must be > or = to min. req. treatment el.=> Required minimum treatment volume===========> Volume at stop pumping elevation============> Start pumping elev.=========================> 180 day-1; 7.0 inches 7.0 inches 1.0 feet 3.0 : 1 230.0 feet 110.0 feet 51'0 feet 39.0 feet 142988 cu. it. * 153164 cu. ft. * 44.4 feet 47.0 feet * 44.4 fee� 45.0 feet 91200 cu. ft. 91808 cu. ft. 49.3 feet * Must 5e at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall-) 138406 cu. ft. Volume at start pumping elevation===========> 137335 cu. ft. Required volume to be pumped-===============> 37030 cu.-ft. * Actuai volume planned to be pumped==========> 45527 cu. ft. Min. thickness of soil liner when required==> 1.8 feet DESIGNED DATE: 7/g/gy- APPROVED 8Y: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: * U. S. DEPARTMENT OF AGRICULTURE Soil Conservation Service MC-ENG-40 Rev. 7/91 PLAN OF EXCAVATED WASTE STORAGE PIT NAME: ZoDin ey %4A L .- County : Cu m 13 ERA. A IN o Address: Date: 7/ 8 /9 t1-- LfN(1T14 Z 56 ' SI OE SLOPE _ 3 To 1 S 1, o AVE. TOP ELEV. e. kai r10 SECTION - ------may 39.D AVE. ACTTOV ELEV. / t ENGTM /JrB i/ ! (S.s back for velum* aleulacions) ;7 • Use of facility: WAsTa ?12EA7wl en7 LAgoon Capacity: /. / 4f_5',6 6 7 Gallons _ / 53 / 6 5/- Ft3 Soil Type: AIM Bench Mark Description () A I L I n ,bq 5Tpa17 o 1n Ti O t a o, OAST /o" PInE 7READ GATED 330' ! Bottom Elev. 39.0 Normal Liquid Level El ev . g-9. 3 Storage for normal Precip. (+) Ft. Maximum Liquid Level Elev. 49.3 25 yr. Storm Storage (+) .'r Ft. Crest ESW Elev. Max.Flow Depth (+) — Ft. Freeboard (+) t.o Ft. Top of Dam Elev. 57, o r%010n e y IT N %- OuM&EQL.Anfl Co. Confinment Building 5-1.8 . 51.5 Pit 8 TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM 8. Top Width 12 ' Pipe (Needs to.he adequately supported) 11 86 Pipe Invert Elevation 4.9.3 Bottom Ilevation .39.6 TREATMENT LAGOON Depth = 10.3 Settled Top Elevation 51.0 ss 3 = NOTE: RIP -RAP. FLEXIBLE PIPE. OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER ss 3, OPERATION AND MA[NTENANCE PLAN ______________________________ This lagoon is cesignec for waste treatment (permarent srorage) ard 180 days of temporar/ storage. The �ime required for mhe planned fluid love! (permanent and temporary storage) to be reachcd may var-y due to site conditions, weather, flushing operations, ana the amount of fresh water added to tne system. The deszaned temperary storage consists Of 18C days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also inc!uded is storage for the 25 year - 2u hour storm fcr the locanior. �he volume of waste generateo from a g%ven numner of animals will be iairly constant throughout the year anu from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will nct be a factor to consider in an annual pumping cycle` but this storage vol'/me 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 oumping should begin. An elevation Tait be established to stop pumping to maintain lagoon treatment depth. Pumping can He started or stopped at any time between these twz elevations for operating convenience as site conditions permit, such as weather, soils, crop, anu equipment in order to apply waste without runoff or leaching. Land applioation 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 recomm-nded that the treatment lagoon be pre charged to 1/2 its capacity to prevent excessive odors during start-uo. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids ghould be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fres" watsr should not be usea for flushiig after initial filling. 2. The attached waste utilization plan shall be followed. This plan reccmmends sampling and testing of waste (see attachment) before land applicaVion. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 49.3 asmarked by permanent marver. Stop pu-p- out when the fluid level reachAs elevation 47.0 . This temporary storage, less 25 yr- 24 hr storm/ contains 3703C cubic feet or 276984 gallons. SHEET 2 OF 2 4. The recommended maximv^' amouat to apply per irrigation is one (1) inch and the recommender maximum application rate is ()'3 inch per hour. Refer to the waste utilization olan !or further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be Tertilized as needed to maintain a vigorous stand, 6. Repair any eroded areas or areas damaged by rodents and estab!is� n vegetation. /. All surface runoff is to be siverted frcm the iagcon to stable outlets. S. keep a minimum of 25 leet of grass vegetaked buffer aroun� waste Utilization fields adjacent tc perennial szreams. Waste WILL not be applied in open ditches.Co not pump within 200 feet of a residerce or within !CC Teet cf a well. Waste shall be applied in a manner not to reach other property and public night -of -ways. 9. The Clean Water Act of 1977 prohibizs the discharge of pollu'ants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for evfcrcing this law. 04OC N o 200 moo.. E ,+=c J 18 14 // +1 3 $e. 2. fa \ ,tom i w 41= � 3 a. 3�o 4-tc,5 #S3 ƒs! 7-oe-fA, - /� \) zao' o ! a=35.0 5 :sue Z- sars T - eri • s 'K.$ q-s' ¢£7 � | 1- � „ o' act , moo) we+ 9 . mom ¥£; koC'ay PAL-Z. 3o4- :WO- 'rip-4 &con e HEM Cgm a#aL§A6 £0, S0&LE ;0@' LAGOON DESIGN erator : RODNEY HALL County: SAMPSON Date: 12/20/96 s the site evaluation been completed & approved: YES AVERAGE LIVE WEIGHT (ALW) O sows (farrow to finish) 1417 lbs. = 0 lbs O sows (farrow to feeder) x 522 lbs. = 0 lbs O head (finishing only) x 135 lbs. = 0 lbs O sows (farrow to wean) x 433 lbs. = 0 lbs 3040 head (wean to feeder) x 30 lbs. = 91200 lbs Describe other . 0 lbs Total Average Live Weight. = 91200 lbs MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 91200 cubic ft (includes 0 cu. ft. add. treat. vo]..) STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 22800.0 cubic feet TOTAL DESIGNED VOLUME Inside top length (feet)-- Inside top width (feet) Top of dike elevation (feet) Bottom of lagoon elevation (feet) Freeboard (feet) Emergency spillway depth of flow(feet) Side slopes (inside lagoon) -- Total design volume using prismoidal formula 325 , tj 1 1 tj,tj 52.00 40.00 1.00 ti,tj() 1 SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 7.0 3.0 7.0 7.0 _ 19 .'J 104.0 11.00 AREA OF TOP LENGTH * WIDTH 319.0 104.0 AREA OF BOTTOM LENGTH * WIDTH = 253.0 78 . ° AREA OF MIDSECTION LENGTH * WIDTH * 4 286.0 71.0 33176 (AREA OF TOP) 9614 (AREA OF BOTTOM) 81224 (AREA OF MIDSECTION * 4) CU. FT. = C AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 33176 81224 9614 1.87 Total Designed Volume Available = 227359 CU.. FT. 7 TEMPORARY STORAGE REOUIRED DRAINAGE AREA: Lagoon (top of dike) ( Length * Width ) + Surface area of connecting waste facility R25.0 110.0 0.0 35750.0 square feet Buildings (roof and lot water) or impervious area 0.0 squares feet Describe this area. TOTAL DA 35750.0 square feet Design temporary storage period to be 18o days. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Vol!lrne = 91200 lbs. A!_l=!/1 _5 lbs. ALW * 1.37 gal/day 180 days Volume = 1.66592 Gals. or 22271.7 cubic feet ._ . Volume of excess water Volume = 611.4 gallons/day * 180 days storage/7.48 gallons per CF Volume = 14713.6 cubic feet Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation = 12.9 inches 180 days rainfall = 21.0 inches Volume = 21.0 in * DA / 12 in. per ft. = 62622` cubic feet runoff Volume = 12.9 in * .lagoon DA/12 in./ft = 38372 cubic feet evap. Volume = 24250 cubic feet. 8 • 1 r 1 5E. Additional volume as i i i i i i i i i i Volume of 25 year 24 hour storm Volume of "Heavy Rain" 7.0 in. Volume =-• .14.0 inches / 12 inches Volume = 41708 cubic feet follows: 7.0 in. per foot * DA TOTAL RrEOUI T RE D TEMPORARY ARY STORAGE 5A. 5C . 5D . TOTAL 14714 24250 i 41708 0 102944 cubic cubi.c cubic cubic cubic cubic feet feet feet feet .feel::. feet SUMMARY Temporary storage period - ------ -- _,_ Rainfall during wettest period of storage===> Evaporation during storage peri cad =__-___.______.•. 2 5 year .r_.= '^_ 24 hourr=i:x.nfcil 1 —__-..__--•---__ ------- . Heavy ra i n-_---_=------ --- - ---- F rer_ bo _! r-d __===__:-:____-•----- _ --- - Side slopes Inside top--- Insside top width - - - Emergency spillway elevation(if planned)====> Top of clike elevation Bottom of lagoon elevation --- Top of sludge elevation Total required volume---•- •- - Actual design volume -- - - Seasonal high watertable elevation (SHWT)===- Stop pumping elev. Must be ;.. or = to the SHWT elev.==--- Must be > or = to min. req. treatment el .=-- Min. Required treatment volume--------- Volume at stop pumping elevation= -•-- , Start pumping elev.==-------- -- Must be at bottom of F.B. & 25 yr. rainfall Act. vol. less 25 yr. and heavy rainfall====> Volume at start pumping elevation-- -. Required volume to be pumped Actual volume planned to be pumped---• Min. thickness of soil liner when required==> DESIGNED BY : 41•44C DATE: i212.4/9L 180 days 21.0 inches 12.9 inches 7.0 inches 7.0 inches 1 . 00 ..,feet 3.0 : 1 -.T ..�.'..�._ feet 110.0 feet 51.00 feet - NpT Ci-000E0 52.00 feet 40.00 feet 42.00 feet 216944 cu. ft. 2277,59 cu. ft. * 43.8C feet 47.00 feet 4T.80 feet 46-00 feet 912.00- cu. ft. 91375 cu. ft. 49.60 feet heavy rain 185651 cu., ft. 183 367 cu. ft. 61236 cu. ft. 69176 cu. ft. * 1.6 feet APPROVED BY: 4,(X11.,;49,c DATE: 1/ 2 V? 7 I 9 OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2 This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor. 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 heavy rain factor and 25 yr- rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. The waste produced by the animals shall be utilized in accordance with an approved waste utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary storage (pumping volume). Pumping shall be done as necessary to maintain the liquid level between these markers. 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. L..and 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume 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 49.60 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 47.00 This temporary storage less 25 yr and heavy rain contains 69176 cubic feet or 517436 gallons. 14 SHEET 2 OF 2 i i i i 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. 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. h. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. Repair areas of the embankment that settle below the design settled height or areas where cracking, sloughing, or "jug" holes develop. 8. Repair waste inlet pipes that develop cracks or separate at the ,joints. 9. Remove undesirable vegetative growth and floating or lodged debris. 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage. 11. After five years the waste treatment lagoon shall be checked for sludge accumulation annually. If sludge has encroached into the treatment volume, the sludge will be removed and applied at agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. 12. In December 1992, the Environmental. Management Commission (EMC) in North Carolina revised water quality regulations that address animal operations. These rules became effective on February 1, 1993 (15A NCAC 2H .0200). This animal operation shall be operated within the requirements of these rules and regulations. 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be installed no more than two feet below top of embankment and not in the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. i i15 r A $ c r 60 4il.rG 0 /•8 EC'$T,nG 185' 110' 1 40,9 1 Lit a o Tit STALL 20' o i' r5 PLASTIC PIPE WiAraiSE EP Cos•sAP• r Ct Oo 3+7e, EYiSTrnC LAGoon CC4-50\ p+45 t/ 4-8.4- 20 Sr 0�4o T7 Of 4-5 40, Z 58-1 1•7 M-So.0 !NAIL. u4 O- T4eE 4,3. 0 D• 10• - 3+)D I 0 t..00 2400 3-00 4-ao RODAJEy 3o4o WEAN— FE€7 TOPE W/GR600n £ 3wciin65 CrlAr(3kkt_i4rQ Cq - SGALE r" = /oa' TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM Top Width Confinement Bldg. 2.8 52. 5 Pit S " Pipe (Needs to be adequately supported) Bottom Elevation +0.0 Settled Top Elevation Pipe Invert Elevation SS 3 : NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE. RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER CumBeR.LAn1> Co, FILL AVERAGE GROUND SANDY MATERIAL NO CLAY SANDY CLAY -CLAY VARIABLE 1.6 FEET THIC CLAY LINER TYPICAL CROSS..SSCTION OF LAGOON CONSTRUCTION WITII .PARTIAL - CLAY LINER 1.6 FEET THICX CLAY LINER (MINIM!) EXCAVATE THIS AREA AND BACKFILL WITH CLAY EXCAVATE VARIABLE .6 FEET TIIICK CLAY LINER ADDITIONAL'EXCAVATION DUE TO LINER; AVERAGE DEPTH TO CLAY - X 1.6 FEET THICK X DISTANCE =: CUBIC FEET AVERAGE GROUND SANDY MATERIAL NO CLAY SANDY CLAY -CLAY /590 tUAIC YARDS NOTE: WHEN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TOIC BE EXCAVATED A MINIMUM OF 14 FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CI!). 04 0 0 0 0 a E T fRbbNE\j 4-IALL COMBERLAnb Co. Freeboard (1.0 foot minimum) 1/ Depth of 25-year, 24-hour storm event on lagoon surface "Heavy Rainfall" Factor - As o minimum must be equol to or greoter than the depth of 25-yeor, 24-hour storm on the lagoon surface Maximum operating level 47.0 T 6 foot minimum 40.0 Depth of normol precipitation less evoporotion on the lagoon surfoce accumulated during the treatment period Volume of manure, wastewater, and excess water accumulated during the treatment period (WSV) Nola: the minimum treatment volume for on anaerobic waste treatment lagoon le based on vololls solids. Minimum treatment volume (ITV) Volume of occuinulated sludge for period between sludge removol events (SV) FIGURE A - TYPICAL ANAEROBIC LAGOON CROSS SECTION 1 4 foot minimum other o ( SZ.O of spillw. .r device e perrnis e Maximum elevation for pump ON Maximum drowdown — Pump OFF 42.0 I1 on emergency spillway Is used, the design depth o1 flow must be odded to the fraeboord, c.+ cn to cn U. S. DEPARTMENT 0W AGRICULTURE Soil Conservation Service NC-ENG-40 Rev. 7/91 PLAN OF EXCAVATED WASTE STORAGE PIT NAME: kzpNc--y FI ALA. County: CvmbERL.Anb Address: Date: I DJ 2;4 I•9, LENGTH 32.5 5RAVE. TOP ELEV. / BI DE SLOPE PTO 1 , //�° ti � WWI �—Y10 SECTION M_ _ ._ � / / / l a. /‘ A /�� �--�— Ave. BOTTOV ELEV. / / LENGTH .253♦ (See beck for vol& calculations) - Use of facility: AnawtAL WA%re iQiCArMe11T LA -Or Capacity: i7oo.e Gallons 2_2-,359 Ft3 soil Type: AUA Bench Mark Description NAIL In '(0" {?./ . TREE LOC.ATEYIP .o ' FRO." 0)..5iif ve LAGoo ni s. E Man Bottom EleV. 40.0 Normal Liguid Level Elev. 494 Storage for normal Precip. (+) _—_. Ft. Maximum Liquid Level Elev. 494, 25 yr. Storm Storage (+) .7 Ft. AMMOSialli Elev. IIIIIMIMIIMIJIER i-I EPA y R AinFAL L (+) .7 Ft. Freeboard o(+) Ft. f Dam ` Elev. 52.o Top 24