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Home My WebLink About310051_Permit Renewal Application 2019_20190410 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Curren Request covered b On September 30 y an Expiring Sate Non-Discharge expire. As required 2b19 the North Carolina ge General Permit Y these State Non-Discharge General Pe Non-Discharge puts, facilities that have f for v irn W g General permits must a been issued aste Management Systems Will must be received b Pp1Y for renewal at least 180 days Cemficates of Covera e y the Division of Water Resources by no later than A y Prior to their g to operate under these State Please do April 3,2019 expiration date. Therefore, all applications not leave any question unanswered Please• veri Application►rust be signed and dated b y the Permittee fy all information and make 1 Farm Number: any necessar 31 y corrections below 2• Facility Name: Certificate Of Coverage N S B&M Farms#2-Edward Tract g umber: A 310051 3• Lando Name(same as on the Waste Management Plan): 4• Landowner's Mailing Address: d .-- POB / Nlchei2 City: Faison Telephone Number: \�o�_)'�90' s-o/l'' State: NC �T�xt. E-mail: Zip: 34 -02 5• Facility's Physical Address: =V 2529 Bowkm Rd City: Faison 6. County where FacilityState: NC is located: D� Zip: 28341 7. Farm Manager's Name(if different from La ndowner): L 8. Farm Manager's telephone number(include elude area code): (9'iC>� 9, integrator's Name(if there is not an Inte rator,g write"None"):10. Operator Name(pIC): Ben' Maxwell Foods Inc in L.Grad 11. Lessee's Name(if there is not a Lessee, Phone No.: write"None ). cy _ IC#: 22022 12. Indicate animal operation type and number: Current Permit: Operations Type Swine-Feeder to Finish Allowable Count O fte ati n T. yes; 5,760 Swine Wean to Finish Cattle Wean to Feeder Dairy Calf Din Farrow to Finish Dairy Heifer Non Laying Chickens Other Feeder to Finish Milk Cow Laying Chickens Horses-Horses Farrow to Wean Dry Cow Pullets Horses-Other Farrow to Feeder Beef Stocker Calf Turkeys Sheep-Sheep Boar/Stud Beef Feeder Turkey Pullet Sheep-Other Gilts Beef Broad Cow Other Other We,Poult,y Non Laying Pallet Layers R EC 2 OVE F31M 0 D EUM P.. MAR 2 S 2019 1.0Jator Quality Regimnei Opalations secfta,,t i f 3• Waste Treatment and Storage Lagoons corrections and provide (Veil missing data) the following information is accurate and complete. Make all necessary Structure Estimated Date Liner Type Name (Clay,synthetic, Estimated 1 Built Capacity Design Freeboard Unknown) h' Surface Area 2 2/26/1993 (Cubic Feet) (Square Feet) "Redline" 2/26/1993 (Inches) A 79, �oo Mail one (1) copy of the Certified as required by NC General Stat Animal Waste utes 1q3_ 215.1OCO the plan (CAWMp The CA to e address below. ) with this WAV the following must include completed and signed a owing components: PPlication 1 The most recent Wa ste rite Utilization plan a• The method b ( �),si ned by t b Y which w + he owner a d a certified technical s as,e is applied to the dis A map of every field used for land application(pos am al fields(e. a Tali t,containing: c_ The soil series for ex g'Ligation,injection,etc.) d• The crops present on every land application field PI irrigation map) P grown on every land application held e_ The Realistic Yield Ex f The rnaxirnutn PAN to becaation(RYE)for every crop shown in the g• The waste application w PPlied to every land application WUp h. The re windows for eve held Qu>red NRCS for every crop utilized in the WUp 2. A site map/schematic specification, 3. Emergency Action plan 4. Insect Control Checklist with chosen best 5. Odor Control Checklist with chosen bestmanagement practices noted 6 Mortality Control Checklist with selectedmanagement onote practices noted Lagoon/storage pond capacitymethod noted-Use the complete. documentation (design calculations, updated Mortali Also provide an desi tY Control Checklist Your facility, Y site evaluations, wetland etc.) please be 8. determinations, or h sure the above table is Operation and Maintenance plan hazard classifications accurate and that may be applicable to If your• CAWAV includes an (e.g.Composting, Y components not shown on digesters,waste transfers, this list, etc.) please include the additional components As a second option to mailing pa er with your submittal application and all the CAWMp items P copies of the a above to: 2019permitRenewal on pplicati package' you can @ncdenrgov scan and email one signed copy of the l complete to the best of my knowledge. I understand that, d comp bestinformation and attachments are not me and is accurate an u. ed supporting application has been reviewed t completed and that if all req attest that this aarrts O f this application are not comp incomplete,t �sll required p returned to me as income owingly makes any false statement, hcation package will be return person who kn 18 U.S.C. Mcluded,this ape penalties up to $25,000 per violation. and 143-215.6B, any p ems, or both for General Statutes 143-215.6A be subject to civil p ent of not more than 5 y accordance with NC a lication may 10,000 or imprisonment tiute: or certification in any pp representation,provides a punishment by a fine of not more than $ 1001 p If Landowner is a Section ers should sign• a similar offense.) Landowners all landowners Landowner, or if multiple Signing Official ( oration): Printed Name of Sig g a rincipal executive officer of the core oration,signature should be by p ¢� core (� ' ( Title: Name: r�� Date: Signature. ti Title: Name: Date: Signature: -- Title: Name: — — Date. Signature: _�- SS: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDIZE NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal@ncdenr.g0v AL 0212019 FORM: RENEWAL-STATE GENER 1ROY COOPER � coverrna' MICHAEL S.[ZEGAN NORTH CAROLINA 5ecrerdrY Envlrommental Quality L114DA CULPEPPER February 27,2019 Orredar Benjamin L Grady B&M Farms#2-Edwards Tract PO Box 429 Faison,NC 28341-0428 Subject: Application for Renewal of Coverage for Expiring State General Permit DearPerrmttee: Animal Waste Op eration State Non-Discharge General Permits, operation under one of the operation State Non ailing: General Permits are available Your facility is currently approved for op mat waste op or calling: 2019. Copies of the new animal m -o a ati o or by writing ire on September 30, 1 _re io which expire at r-ref- ce /water at htt s:l/de nc. v#nllnulfdiv sio NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27709-9 60 Telephone number:(919) 0 li a ion o it . m t s t e r enth Co r d F t e ver e t e S e - ' c t ov r e a p C .V i t z. 21119. f a .. a et a d e ` — I r e t e ur nel se v' wi be o et d s ned A`l p wi h t e e to e D vi ion t„ T ca ion o it ov r nim I as a Mik 9'e °t a e 2 of t o r ne St e t n- i h a er P f h C rd r d c be fo d o 1 n to on 1 ° t o C note ha o m i f it s lude Pleas li a'on for corn eted nd i ne civil Penalty. a licat eriod specified may result in a our coverage under a general permit within the tcime p request rene4val of y id general permit would Operation of your facility under a valonstitute a violation of NCGS 143-215.1 and could Failure to q without coverage and result in assessments of civil penalties of up to$2g,000 per day• lease feel Non-Discharge General Permits, the enclosed application, or any related matter p If you have any questions about O he State ations Branch staff at 919-707-9100. free to contact the Animal Feeding P Sincerely, A�� Jon Risgaard,Section Chief Animal Feeding Operations and Groundwater Section Tonal Office,Water Quality Regional Operations Section Enclosures iltri eto Reg cc(w/o enclosures): County Soil and Water Conservation District D� AFOG Section Central Files-AWS3100 1 MFed l nc North'rAroins Department of Envkonmen I Rtai Qu 1 Division of Water Resources 512 N.Ssbsburlf St_1 1636 plait Serv+be Center Raley,Nbrth Carolina 27699 1636 919.707 9DDD Version—November 26,2018 Mortality i .+ anagement .:ti ethods 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 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. 0 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). aAny method which, in the professional opinion of the State Veterinarian,would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval 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. Signature of Far er/Manager Date lei I Signature of echnical Sp st Date - ANIMAL �� WASTE UTILIZATION PLAN Producer: e�j B• L. GRADY Location: •/ ! PO BOX 428 FAISON NC 28341 Telephone: _ 910-267-4481 Type Operation: Existing Feeder to Finish Swine Number of Animals: (Design capacity) '760 . 00 hogs STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigation The waste from your animal facilit specified rate to prevent Y must be land a groundwater. pollied at ution of surface water land/or a The plant nutrients in the animal waste should b to reduce the amount of commercial fertilizer re in the fields where the waste e used is to be a required for the crops This waste applied. Waste waste utilization analyzedPlan uses enitrogen as the limiting tests are strongly encouraged so that all nutrient . balanced for realistic h application cycle . Annual soil Yields Of Plant nutrients can be the crop to be Several factors are important in implementinggrown. plan in order to maximize the fertilizer value o ensure that your waste utilization it is applied in an environmentallyf the waste and to 1 • Always a y safe manner: Y pPl waste based on the needs of the crop nitrogen than the crop a to be grown and the nutrient content of the waste. p can utilize . DO not apply more 2 • Soil types are important as the rates, leaching potentials Y have different infiltration available water holding Cation exchange capacities g capacities . and 3 • Normally waste shall be 5 tons per acre per yearPply,7aateomaand eroding at less than eroding at 5 or more tons Y be applied to land 10 tons per acre per acre annually, but less than ear providing that adequate filter strips are established. 4 - Do not apply waste on saturated soils when the surface is frozen. when it is ra ' result in runoff to Either of these conditionsInIng' or under DW surface waters which is not allowed ns may Q regulations . Page: 1 ANIMAL WASTE UTILIZATION PLAN S . Wind conditions should also be considered to avoid drift and downwind odor problems . i6 . To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems . This plan is based on the waste application method shown above . If You choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same . The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type . Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H . 0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc. ) 5760 hogs x 1 . 9 tons waste/hogs/year = 10944 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5760 hogs x 2 . 3 lbs PAN/hogs/year = 13248 lbs. PAN/year Applying the above amount of waste is a big job.time and have appropriate equipmentYou should plan to apply the w aste a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- DETERMINING PHASE CROP iYIETD COMM N ** CODE PER ACRES , AWBN --- AC USED or APPLY I METHRESID. APPLI N TIME 16 7~ A AUBI BP 4-1 - - - - - SEP I - 5 . 54 1135 . 7 +APR- 1675 �A SG 1 J50 5 . 54 277 APR I + +SEP- 16 7 5 B AUB BP 4 . 1 205 4 . 65 953 . 25 SEP I +APR- �75 �B SG 1 50 4 . 65 232 . 5 APR I +SEP- 167.5 C RAA FP 3 .4 170 9 . 14 1553 . 8 APR I +SEP- 1675 �J, �A�Ujl BP 4 . 1 205 9 . 1 1865 . 5 SEP I +APR- 1675 �D SG 1 50 �9 - 455 APR I +SEP- 1675 E AUB BP 4 . 1 �2O ��3 '07 629 .35 SEP I +APR- 1675 �E SG 1 50 —7- 3 . 07 153 . 5 APR I +SEP- 195 F FOA BP 4 . 5 225 11 . 9712693 . 25 I +APR- Page: 3 ANIMAL WASTE UTILIZATION PLAN 195 I I �F SG 1 APR II 50 I I 11 . 97 598 . i I I I+SEP 195 G FOA � � SEP �BP _ __ I 4 . 5 225 16 . 39 ' 3687 + +APR- 195 -G SG APR I 1 50 16 . 39 819 . 5 +SEP- f ----- _— + I TOTAL � 15054 . - Indicates that this field is being overseeded interplanted) or winter annuals follow summerlannuals . + - Dates shown reflect optimum uptake appilcation may begin u P Periods for nutrients . Waste green-up of forages, and extend past ) days prior to planting or Plant growth Pumping Past optimum dates shown if um ing conditions, and PAN loading rates permit . NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements , In the future, regulations may require farmers in some nutrient management plan pthat addressesarts of Northc all lnutrito entsVe plan only addresses nitrogen. This Page: 4 ANIMAL WASTE UTILIZATION PLAN TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached. ) (Required only if operator does not own adequate land. See required specification 2 . ) TRACT FIELD SOIL TYPE & CLASS- DETERMINING PHASE CROP YIELD LBS COMM N ** * — - - CODE Al N PER ACRES AWBN PER AC AC USED :METH iRESID. APPLI END N TIME TOTAL 0 - Indicates that this field is being overseeded (i . e . interplanted) or winter annuals follow summer annuals . Dates shown reflect optimum uptake periods for nutrients . Waste application may begin up to thirty(30) days prior green-up of forages, and extend past Optimum dates tshown nifng or plant growth, pumping conditions, and PAN loading rates permit . In interplanted fields (i . e . small grain, etc, interseeded in bermudagrass) , forage must be removed through hay and/or silage . Where grazing, g grazing, when they reach a height of should be removed when plants a six topinine inches . be Cattle inches . re grazed to a height of four In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity, especially late in the season April or May) . Shading may result if small (i .e . grain get high and this will definitely interfere with stand of bermudagrass . This loss of stand will result in reduced yields and less nitrogen being utilized. er cutting small grain for hay or silage just beforeath headinghan as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the fall . The ideal time to interplant small grain, etc, is late September or early October. Drilling broadcasting. is recommended over Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results . Page: 5 ANIMAL WASTE UTILIZATION PL, i i I I ** Acreage figures may exceed total acreage in fields d to overseeding. ue * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables _ es 1 and 2 abol CROP CODE - - - - - CROP - --- - - - -- - - -- -�� -- _--- ----- - - - 7AC S PER UNIT BP HYBRID BERMUDAGRASS_pASTURE FP TALL' FESCUE-PASTURE 50 SG - SMALL GRAIN OVERSEEDED 50 - 50 TOTALS FROM TABLES 1 AND 2 WETTABLE 7,, 'TABLE 1 ACRES 59 . 86 TABLE 2 - -- - - TOTAL 59 . 86 BALANCE . E ------------------- *** This number must be less than or equal to fully utilize the animal waste N r 0 in order to produced. Page: 6' ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the are usable acres excluding requPredebuffersbding talfilter es considered to be the odd areas unable to be irrigated, and perimeter areas ssnot orec ditches, full application rates due to equipment limitations . Actualtotalg acres in the fields listed may, and most likely will be, more than the acres shown in the tables . See attached map showing the fields to be used for the utilization of animal waste . SLUDGE APPLICATION: The waste utilization plan must contain provisions application of sludge at agronomic rates . Thesludgerwill be1nutland rient rich and will require precautionary measures to prevent of nutrients or other elements . Your Production facilityv will sproduce on approximately 2131 . 2 pounds of plant available nitrogen per year in the sludge . If you remove the sludge every 5 years, you will have a Pounds of PAN to utilize . Assuming you torhybrid g oximately 10656 apply this PAN bermudagrass hayland at the rate of 300 pounds of nitrogen will need 35 . 52 acres of land. If you apply the sludge to cornaate' You the rate of 125 pounds of nitrogen per acre, y of land. Please be aware that these are onlyestimateseof the PAN es PAN an land needed. Actual requirements could varyb 25% d sludge waste analysis, soil t Y � depending on your Methods . YseS, reali stic yields, and application APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of 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. is should not exceed the available water holding capacity ofthetsoilaat r th time of irrigation nor should the plant available nitrogen applied exceed thethe ss the nitrogen needs of the crop. If surface irrigation is the method of land application for this 1 it is the responsibility of the producthat an irrigation system is installedetoand properlya irrigate des1the racres to an ensure shown in Tables 1 and 2 . Failure to apply the recommended rates and Page: 7 ANIMAL WASTE UTILIZATION PLAN I I i 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. Application RatelApplic . Amount Tract Field Soil Type I Crop (in/hr) (inches) 1675 A I AUB BP I - 5 *1 1675 I B I AUB BP I . 5 I1675 C RAA I FP .40 * -- - - - - - 1 . 0 - - - - L - - - � - - - I- - - I - -- - - - - L - 1675 D AUB I BP I . 5 16 7 5 I E I AUB I BP I . 5 - - - - -- 1675 I -A I - - - - -- - SG I . 5 I *1 1675 I -B I - - - - - -- SG . 5 I *1 1675 I -D I - - -- - SG . 5 I *1 1675 I -E I SG . 5 I *1 -L95 F I FOA i BP . 50 *1 . 0 Page: 8 ANIMAL WASTE UTILIZATION PLAN I I I 195 G FOA BP . 50 195 --F SG • 5 � *1 I 195 I -G SG • 5 � *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions . Your facility is designed for 180 . 00 days of temporary storage and the temporary storage must be removed on the average of once every 6. 00 months . In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in Tables 1 and 2 . Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste . TION THIS WUp IS WRITTEN BASED ON AN IRRIGATION DESIGN/WETTED ACRES FOOTPRINT COMPLETED BY MR HALL (SEE ATTACHED) Page: 9 WASTE UTILIZATION PLAN ' RE UIRED SPECIFICATIONS I 1 • Animal waste shall not reach surface waters of the runoff, drift, manmade conveyances, direct applicatio , by direct discharge during operation or land a lic tion. n or discharge of waste which reaches surface water is Any 2 . There must be documentation in the design folderAny the producer either owns or has an agreement for use of hadequate land on which to properly apply the waste . the does not own adequate land to properly dispose oflwaste, phe/she roducershall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of waste application. the land for It is the responsibility of the owner of th facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of e 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, level of management, historical data, therearecregulationsdzt ions r, and the rate of application for other nutrients . that restrict 4 . Animal waste shall be applied to land eroding less than 5 ton per acre per year. Waste may at 5 or more tons, but less than lop tons perl acre thater e eroding providing grass filter strips are installed where runoff cleaves the field. (See FOTG Standard 393 -Filter Strip) 5 • Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. G . When animal waste is to be applied ject to flooding, it will be soil inc porated onrconvees ntionall tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast does not occur during a season Provided the application n and Climate in North Carolina" forguidance.ding. (See "Weather 7 • Liquid waste shall be applied at rates not to exceed the 1 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 Burin a to control odor orpflies1on. No ponding should occur in order 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 a manner that the crop is not covered with wasteng cropsdepth that would inhibit growth. The potential for salt damage from anim al waste should also be considered. Page; 10 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10 . Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients . Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11 . Any new swine facility sited on or after October 1 , 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal . Animal waste other than swine waste from facilities sited on or after October 1, 1995) , shall not be applied closer than 25 feet to perennial waters . (See Standard 393 - Filter Strips) . 12 . Animal waste shall not be applied closer than 100 feet to wells . 13 . Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 . Waste shall be applied in a manner not to reach other property and public right-of-ways . 15 . Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist" . Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site . 16 . Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc. , shall not be discharged into the animal waste management system. 17 . A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc . ) . Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. , are limited to areas where considered appropriate . Lagoon areas should be kept mowed and accessible . Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge . Page: 11 WASTE UTILIZATION PLAN REpU� SPECIFICATIONS 18 . If animal production at the facility is to be sus terminated, the, owner is responsible for obtainingsuspended or implementing a "closure plan" which will eliminate the Possibility of an illegal discharge, pollution and erosion. 19 • Waste handling structures be inspected on a regular, basisngo pumps, reels, etc . , should and spills . A regular maintenance site . checklisbreventrshouldnbe kept on20 . Animal waste can be used in a rotation that includes ve et and other crops for direct human consumption. g ables animal waste is used on crops for ver, if direcp human consumption it should only be applied preplant with no further applications o animal waste during the crop season. f 21 . Highly visible markers shall be installed to mark the to bottom elevations of the temporary storageP and (Pumping all waste treatment lagoons. Pumping shall bemanagevo dltoe) of maintain the liquid level between the markers . be required to mark the maximum storage volume formwaste will storage ponds . 22 . Waste shall be tested within 60 days of utilization and soi shall be tested at least annually at cropt Products are applied. Nitrogen shall bethetratehere waste element . Zinc and copper levels in the soils shall betermining monitored and alternative crop sites shall be used when these metals approach excessive levels .optimum crop production and maintained,shall be adjusted for analysis records shall be kept for five years . anpoultry dr waste application records shall be maintained for three y 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 No rth Carolina regulations . Page: 12 ANIMAL WASTE UTILIZATION PLAN i i WASTE UTILIZATION PLAN AGREEMENT f Name of Farm:B&M FARM #1 Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above . I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request . Name of Facility Owner: L. GRADY (Please prt) Signature: _ P - - -- - Date: Name of Manager(If different from owner) : _ Signature: — - -- - - - - - - - - - - - _ Date: Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency) : PO BOX 219 KENANSVILLE NC 28349 Signature: Date: Page: 13 T Technical Specialist Certification �• As a technical specialist designated by the North Carotin NCAC 6F .0005, I certify that the animal w a Soil and Water Conservation management plan that meets or exceeds s[an waste managements Commission pursuant to I A (DEM) as specified in 15A NCAC ? bons for the farm named above has lords and specifications of the Division of Environ an mental an as waste North Carolina Soil and Water Conservation Commissioand the n pursuant [o IS oral Resources Conservation Service Management 0005. The following elements are included in the Ian A NCAC 2 (NRCS) and/or the who may sign each certification SD, p as applicable. While each category designates and a NCAC 6F .0001�technically competent. ( SI' �RC,n, the technical specialist should onry designates a technical specialist y certify Pans for which they are �I• Certification of Design A) Collection. Stora e. Treatment System Check the appropriate box O Existinc, facility without retrofit Storage volume is adequate for operation orcaap . requirements. q P y, storage capability consistent with waste utilization Ne ,anded or retrofitted facility (SD) Animal waste storage and treatment structures, such as but not limited[ have been designed to meet or exceed the minimum standards and specifications. o collection systems, lagoons and ponds, Name of Technical Specialist (Please Print): Affiliation Address (Agency):__ �— --__Date Work Completed:_ Signature: ---- — Phone B) Land A --------� Date:�_— Iication Site (WUp) The Plan provides for minimum separations suitable for waste management;hydraulic and nutrient loading(buffers); adequate amount of land for waste utilization; chosen crop is rates, Name of Technical Specialist(please print) Affiliation —� Address (Agency): ---Date Signature: Work Completed: ~~~~ �---- ~------ _Phone Date: C) Runoff Controls from Exterior Lots ~~ Check the appropriate box 4 Facility without exterior lots This facility does not contain any e(SD rio lots.Or or RC) Facility with exterior lots (RC Methods to minimize the run off of )pollutants standards e from lounging and beau ds developed by MRCS Y use areas have been design accordance with technical ed in Name of Technical Specialist(Please Print : Affiliation Address (Agency): D�--�—�_ ~� --�--�— ate Work Completed: _ Signature: --- -------� _.Phone NO.: august 1, 1997 ------ ------ ----- 4 — ---� --------- -- —.Date: III Certification of I71stallation A) Collection. Storage. Treatment Installation Ne �exnd' or retrofitted tacility (SI) Animawaste storage and treatment structures, such as but not limited to lagoons and ponds, have been Installed in accordance with the approved plan to meet or exceed the minimum an and specifications. For existing facilities without retrofits, no certificafioli is Irecessar�. Name of Technical Specialist (please print). Affiliation — —---— Address (Agency):- ~` — ----_Date Work Completed:_ Signature: ~~��--- - --- -- __Phone No.: -- _,Dare:_ B) Land A iication Site (WI]p) ---- ��--- Check the appropriate bor ❑ The cropping system is in place on all land as specified in the animal waste management plan. Conditional Approval: all required land as specified in the plan is cleared For lancing vegetation specified s the waste utilization plan has not been established and the owner has committed to establi vegetation as specified in the Plan by P the cropping system appropriate For compliance with the wasteutilization plan• - (month/day/vear); the Proposed cover crop sh the is G Also check this box if appropriate c if the ropping system as specified in the plan can not be established on newly cleared land within 3 Of this certification, the owner has committed to establish an interim 0 days Name of Technical Specialist (please print): crop for erosion control; Affiliation --- Address (Agency): _` ~�~_ —�--� _Date Work Completed:__ Signature:__ ~� -- -- �Phone No.: This -- --� Date: following signature block is only to be used when the box for conditi 4� y above has been checked. onal approval in M. B I(we)certify that I(we) have committed to establish the cropping and if appropriate to establish the interim crop for erosion control,and system as to DEM a verificaa from a Technical Specialist within 15 calendar fo s following specified in y(°�) waste on of completion utilization plan, realize that failure to submit this verification is a violation of the waste managSpecified in the conditional certification. (we) enforcement action from DEI,J. Bement plan and will subject me (us) to an Name of Land Owner: Signature: Name-0 f-1Vfa -ate- (if different from owner): Date: Signature: _ Date: 'WC August 1. I997 4 D)• A olication and HandlinL E ui ment Check the approprrare bor � xi. tin°nr ex n in° facility with existing cv Animal waste application equipment s specified in ltc�ttnn a ui men (WUP or I) accordance with existing design charts and tables and es able an has been ither field calibrated waste management plan: or evaluated i exceed either the specified fisting application equipment can cove apply are waste e required necessary tt0 accommodate hydraulic or nutrient loading q • the Plan aratesnot� established; required buffers can be maintained and call ra n and adjustment ° the plan) grates a schedule for timing of applications h guidance are contained asp beer, O New ex Part of d rexi tin° facility without exi,tin° w Animal waste application equipment specified in the t ` "licatic�n a ui accommodate the w ment fors r1V irri° tin (n rite management plan; plan has been designed to apply w Plan at rates not to exceed either the specified(proposed application a ui PP Y rite as necessary to applications has been established; required buffers can be maintained Pment can cover the area required n the hydraulic or nutrient Ioading rates; a schedule for of contained as part of the plan), timing re calibration and adjustment guidance are ew. rr trade nr e x i tRtg cility without exi tin° wa tea lica[i s�v im_°ation, (WUP or I) Animal waste application equipment specified in the plan has been selected ment f r (3n r ding t •nd accommodare the waste management lan; Plan at rates not to exceed either the specified osed application equipment can o o apply 1�e rite as necessary to applications has been established; re hydraulic or nutrient loading area required by the contained as part of the plan). required buffers can be maintained; calibrationtand adjusetmentf°r wing of Name of Technical Specialist (Please Print): guidance are t Affiliation ' r r r � Address Ao �' Z/Date Work C Signaturr� t � �`- /Ii� rr ,97p Phone No-, f ---Date �� E) Odor Control. Insect Control, iVlorta ' / ^ �ao� - SI, WUp, RC or I) Irty Management and Emergency The waste mans° encv Action Plan (SD, ,ement plan for this facility includes a Control Checklist, a i4lortalit Waste Management Odor Control Checklis insects have been evaluated with Management Checklist and an Emer° Management Pe this site and Best i4lana eme�Action Plan. Sources of both odoran s and ,ement Practices to Control Insects have been selected and in in the waste management Mortzlit Mara° g Practices to �'YIinimize Odors and Best Y cement Plan and the Emergency Name of ,ency Action Plan are complete and can be implemented by this Both the Technical Specialist (Please Print): Affiliation------ Address this facility Address (Agenc ~�- Date Work Completed: ~~ ~ Y)�_ Signature:�y ---�� ------ -- -�--_Phone F) Written Notice of New or Ex andino S 4~ Dater The following signature block is only to be used for new—or expanding s rm =1, 1996. If the facility was built before June 3 expanded o ~true farms that begin construction after June d 1, 1996, when was it constructed or last I who O certify that I(we)have attempted to contact by certified mail all ad• who own property located across a public road_scree in compliance with the re uirements of NCGS 106-805. Joining property owners and all t, or highway from this new or expanding property owners attached. �- --- , swine farm. -- __ _ A copy of the notice and a list of the roe The notice was m caner: Name of Land O Property nY owners notified is Signature: Name of Manager (if different from Date:� Signature: ---- AW[; -- August 1, 1997 ---- -- ------------ 1--~— — ---��------ 3 ------- --- ---Date: C) Runoff Controls from Exterior Lots (RC) Facility with exterior lots 1Nletltods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in the plan. For facilities without exterior lots, no certification is necessary. Name of Technical Specialist (Please Print):__ __ Affiliation` _Date Work Completed— . Address (Agency): __ ,Phone No.: Signature: _Date: ` D) Amplication and Handling E Iuir)ment Installation (WUP or I) Check the,. ap wph.ate block [7 Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and adjustment materials have been provided to the owners and are contained as part of the plan. ❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner has proposed leasing or third party application and has provided a signed contract; equipment specified in the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and adjustment guidance have been provided to the owners and are contained as part of the plan. ❑ Conditional approval: Animid waste application and handling equipment specified in the plan has been purchased and will be on site and installed by _ (month/dav/year); there is adequate storage to hold the waste until the equipment is installed and until the waste can be land applied in accordance with the cropping system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are contained as part of the plan. Name of Technical Specialist (Please Print): ,�� ° L Z--' Affiliatio t ` rr• t sr e,d Date Work Completed: -17 20o,::� Address (Agency) .0 �-� ` Phone No �/�a$S Signatu Date:-3 C The following signature block is only to be used when the box for conditional approval in M D above has been checked. I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM. Name of Land Owner: Signature:_ _ Date: Name of Manager (if different from owner): Signature: Date: E) Odor Control, Insect Control and 'vlortality Management D. SI. WUP. RC or If Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality mana ement system as specified in the Plan has also been installed and is operational. Name of Technical Specialist (Please Print): Affiliation Date Work Completed: Address (Agency):_ Phone No.: Signature:, Date: AWC -- ;august 1, 1997 � Please return the completed form to the Division of Water Quality at the following address: Department of Environment, Health, and Natural Resources Division Of Water Quality Non-Discharge Branch, Compliance Unit P.O. Box 29535 Raleigh, NC 27626-0535 Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the local Soil and Water Conservation District Office and to keep a co in your files with your Animal Waste Management Plan. PY AWC -- August 1, 1997 6 t EMERGENCY ACTIOrN PLAN PHONE NUMBERS DWQ'�7 3 '- 3 90 61 EMERGENCY MANAGEMENT SYSTEM NRC D This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be Possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow-possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field-actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. C. Incorporate waste to reduce 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 sprinklers-action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D: Leakage from flush systems, houses, solid separators-action include: a. Stop recycle pump. b. Stop irrigation pump. c. R1ake sure no siphon occurs. d. Stop all flows in the house, flush s\stems. 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 away from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and 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 for 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; Phone - - . After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If spill leaves property or enters surface waters, call local EMS Phone number - c. Instruct EMS to contact local Health Department. d. Contact CES, phone number - - , local SWCD office phone number and local NRCS office for advice/technical assistance phone number - - 4: If none of the above works call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5: Contact the contractor of your choice to b�.gin repair of problem to minimize off-site damage. a. Contractors Name: 1.�� b. Contractors Address _ c. Contractors Phone: ,orage tank or basin Partial microbial decomposition (� Bo 4�ttom or midlevel loading surface Mixing while filling (� ank covers Agitation when emptying asin surface mats of solids roven biological additives or oxidants Settling basin surface Partial micobial decomposition (" F-xtend drainpipe outlets underneath liquid Mixing while filling I vel Agitation when emptying 4Remove settled solids regularly Manure, slurry or sludge Agitation when spreading ��S it injection of slurry/sludges spreader outlets Volatile gas emissions (1 Vyash residual manure from spreader after use Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying Soil infection of slurry/sludges or sludge on field surfaces rSoil incorporation within 48 hours • ) Prpread in thin uniform layers for rapid drying oven biological additives or oxidants Dead animals Carcass decomposition Proper disposition of carcasses Dead animal disposal Carcass decomposition Complete covering of carcasses in burial pits pits (A Proper location/construction of disposal pits Incinerators Incomplete combustion Secondary stack burners Standing water around Improper drainage Grade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter inure tracked onto public Poorly maintained access roads ( `Farm access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assuranc Program: NPPC Manual NC Park Produces Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been review d with me A (Landowner Sature) AMOC—November 11, 199s .orage tank or basin Partial microbial decomposition (.Y�Bottom or midlevel loading surface Mixing while filling (XTenk covers Agitation when emptying sin surface mats of solids coven biological additives or oxidants Settling basin surface Partial micobial decomposition ( xtend drainpipe outlets underneath liquid Mixing while filling I Val Agitation when emptying emcve settled solids regularly Manure, slurry or sludge Agitation when spreading S fl injection of slurry/sludges spreader outlets Volatile gas emissions () W'sh residual manure from spreader after use Proven biological additives or oxidants Soil infection of slurry/sludges Uncovered manure, slurry Volatile gas emissions while drying — or sludge on field surfaces ,)'Soil incorporation within 48 hours �) Proven pread in thin uniform layers for rapid drying biological additives or oxidants Dead animals Carcass decomposition Proper disposition of carcasses — — Dead animal disposal Carcass decomposition pits [ Complete covering of carcasses in burial pits (I Proper location/construction of disposal pits Incinerators Incomplete combustion Secondary stack burners — — Standing water around Improper drainage facilities Microbial decomposition of radeand landscape such that water drains G away from facilities organic matter nure tracked onto public Poorly maintained access roads -- — ( Farm access road maintenance — roads from farm access Additional Information: Available From: Swine Manure Management;0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-County Extension Center Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128-88 NCSU-BAE NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-BAE Environmental Assurenc Program: NPPC Manual NCSU-Swine Extension Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Produces Assoc NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landowner Sig ure) ;;MOC—November 11, 199s orage tank or basin Partial microbial decomposition surface -� .� /� ~-- ----- -- Mixing while filling �L1'Bottom or midlevel loading --- ~--~ Agitation when emptying C 'ank covers _ sin surface mats of solids Settling basin surface raven biological additives or oxidants Partial micobial decomposition (�extend drainpipe outlets underneath liquid Mixing while filling Agitation when emptying I vel Ptymgamove Manure, slurry or sludge Agitation settled solids regularly spreader outlets Sit injection of slur _____ Volatile gas emissions �� slurry/sludges ----- _ (1 ash residual manure from spreader after use y Uncovered manure, Slurry --- - - __ Proven biological additives or oxidants Volatile gas emissions while drying Soil infection of slur or sludge on field surfaces ry/sludges yYSoil incorporation within 48 hours , Plead in thin uniform layers for rapid drying Dead animals 1 Proven biological additives or oxidants Carcass deco mposition Dead animal disposal Proper disposition of carcasses -- pits Carcass decomposition /Complete covering of carcasses in burial pits Incinerators (/1 Proper location/construction of disposal 4 Incomplete combustion P pits Standing water around Secondary stack bur Improper drainage Wars facilities Microbial decom Grade and landscape such that water drains —� position of _ - organic matter away from facilities nure tracked onto public Poorly maintained access roads roads from farm access (+ Farm access road maintenance --- - - _ Additional Information: Swine Manure Management;B ment;020o Rule/BM P _ _ Swine Production Farm Potential Packet Odor Sources and Available From: Swine Production FacilityRemedies, EBAE Fact Sheet Manure Mana e NCSU-County Extension C Swine Production Facility g ment: Pit Recharge--Lagoon Treatment; enter Y Manure Management: Underfloor Fluse-- EBAE 1 E 129 NCSU-BAE Lagoon Desig and Management Lagoon Treatment; EBAE 129-88 g ment for Livestock NCSU-BAE Calibration of Manure and Wastewater q Manure Treatment and Storage;9 EBAE 103-83 NCSU-gqE Controlling Odors from Application Equipment; EBAE Fact Sheet m Swine Buildings; PIH-33 NCSU-BqE Environmental Assuranc Program: NPPC Manual NCSU-BqE Options for Managing Odor; a report fro NCSU-Swine Nuisance m the Swine Odor Task Force Extension Concerns in Animal Manure Management: Odors and Flies; PRO NC Pork Produces Assoc 107, 1995 Conference Proceedings FlorSU ida Agri Communications ►he issues checked p ooperative Extension odor control measures jas main tO this operation. The landowner/integrator agrees to use sound judgment in applying certify the aforementioned odor control Best Managment Practices have been reviewed with me. (Landowner Sig urej --^-- - WOC'-NoVember 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (?�/ etative or wooded buffers; I Recommended best management p ctices; M Good judgment and common sense Animal body surfaces Dirty manure-covered animals w6,ry floors Floor surfaces Wet manure-covered floors (�SI tted floors; (�terers located over slotted floors; (Feeders at high and of solid floors; Scrape manure buildup from floors; (/nderfloor ventilation for drying Manure collection pits Urine requent manure removal by flush,pit recharge,or scrape Parital micorbial decomposition (r/Underfloor ventilation Ventilation exhaust fans Volatile gases; ( an maintenance; Dust () Efficient air movement Indoor surfaces Dust W � ashdown between groups of animals (KF/�aed additives; {Y�I-eeder covers; f'Fe( ed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon Flush tank covers liquid whiles tanks are filling (Xxtend fill lines to near bottom of tanks with anti-siphon vents Flush alleys Agitation during wastewater ( Underfloor flush with underfloor conveyanance ve tilation Pit recharge points, Agitation of recycled lagoon ( Extend rechard lines to near bottom of liquid while pits are filling pits with anti-siphon vents Lift stations Agitation during sump tank filling ) Sump tank covers and drawdown Outside drain collection Agitation during wastewater ( Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater ( , Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions 1 PP oper lagoon liquid capacity Biological mixing (lam 'C rect lagoon startup procedures Agitation ( Minimum surface area-to-volume ratio ( I imum agitation when pumping ( chanical aeration V(1 roven biological additives Irrigation sprinkler nozzles High pressure agitation ( irrigate on dry days with little or no wind Wind draft (/)/Minimum recommended operation pressure ( Pump intake near lagoon liquid surface ( ) Pump from second-stage lagoon AMOC—November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids ( Flush system is designed and operated sufficiently to remove accumulated ilds from gutters as designed. ( Removo 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 3,11% 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. (Dr ystems) Feeders Feed Spillage (¢Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation o decaying wastage. ( Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues ( ' 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 bra or's grain and similar high moisture grain p ducts). ( Inspect for and remove or break up accumulated s ids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes Cf Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and d disturbance by animals is minimal. () 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). AMIC—November 11, 1996 Dry Manure Hnndling Accumulations of animal wastes f) Remove spillage on a routine basis (e.g. 7.10 day Systems interval during summer; 15-30 days interval during winter) where manure is loaded for land application disposal. 1 tvida for adequate drainage around manure stockpiles. ect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked ( ' pertain to this operation The landowner/integrator agrees to use sound judgment in applyinc insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me (Landowner Si ature) (VIAR 2 8 2019 f3wer�Cfaatdg9 f�rtaloctf^a(�p��ti�� eet�: For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, 1 27 69 5-7 613. AMIC--November 11, 1996 N—jortality 1lanagement 1,Iethods (check which method(s) are beiriv implemented) Cl Burial three feet beneath the surface of the around within 24 hours after knowledge of the death. The burial must be at least 300 feet from any flowing stream or public body of water. Rendering at a rendering plant licensed under G.S. 106-168.7 Q Complete incineration In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture .0 Anv method which in the professional opinion of the State Veterinarian would make possible the salvage vPiuen at of s drova 1 of the animal's Statevalue Veter�narianut endangering bz human or animal health. ( PP attached) December 13 1996 LAGOON DESIGN CHECK LIST 1. Copy of 026 and maps if clearing involved. Dam Safety - a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of dike. 3 . Adequacy of storage volumes - tea. designed volume exceeds needs -b. all temporary storage stored above seasonal high watertable mod. include statement from landowner when he. requests no sludge � storage -d. minimum 6 feet treatment volume depth Operation & Maintenance Plan (sheet) - a. begin and end pump-out elevations 5. Location sketch - a. distances to nearest residence b. road numbers C. north arrow --6 . Hazard Classification Sheet (NC-ENG-34) - a. distance -to nearest stiieam in event of dike failure b. distance to nearest public road in event of failure C. topo map showing lagoon location and information to support ad � 7. Waste Utilization Plan - a. show all tracts & field numbers, field acreage, crops b. signatures of producer & person preparing plan C. agreement sheet signed by adjoining landowner if needed - showing tract numbers, field numbers, acres, etc. d. ASCS maps of fields to be used for effluent disposal e. soil survey sheets showing all fields f. check suitability of soils for crops planned g. include attachment "B" on sampling procedure 8 - Soil Investigation Sheet (SCS-ENG-538) '--a. minimum of three borings on Class IV & V lagoons -b- borings 2 . 01 below designed bottom of lagoon C. location & elevation of borings in relation to grid survey �'d. seasonal high watertable `9 . Seeding Specifications (lagoon dike and other exposed areas around buildings) -/i0. Construction Specifications (sheet) - a. address need for cut-off trench b. address need for sealing with compacted impervious material an( identify anticipated location of such areas 11. Grid Sheet a. location & dimensions of lagoon & buildings `b. TBM location & elevation -c. location of soil borings ✓'d. surface water removal (pipe outlets, etc. ) /12 . Typical cross-section a. dike elevation & top width b. lagoon bottom elevation C. side slopes d. effluent outlet pipe invert -elevation e. building pads - elevation & grade f. cut-off trench (if required) 13 . Volume Computations - �CS a. excavation /JW b. dike fill - I c. pad fill 14 . Summary Sheet - a. design requirements b. excavation volume C. fill volumes d. cut-fill ratio e. job class V15. Statement on observation of cultural resources 1G d T T; LAGOON DESIGN_CHECK LIST I� Copy of 026 and maps if clearing involved. 2. Dam Safety - Dike over 15 feet to down stream slope and over 10 acre feet storage to top of dike. 3 . Adequacy of storage volumes - a,,----designed volume exceeds needs b.--all temporary storage stored above seasonal high watertable include statement from landowner when he requests no sludge storage d�minimum 6 feet treatment volume depth Operation & Maintenance Plan (sheet) - -a: begin and end pump-out elevations 5. Location sketch - /a. distances to nearest res}deuce Vb. road numbers ' c. north arrow f 6. Hazard Classification Sheet (NC-ENG-34) - / distance to nearest stream in event of dike failure distance to nearest public road in event of failure c, topo map showing lagoon location and information to .support a& 7 . Waste Utilization Plan - �show all tracts & field numbers, field acreage, crops e� b signatures of producer & person preparing plan c� agreement sheet signed by adjoining landowner if needed - /showing tract numbers, field numbers, acres, etc. Ld�/. ASCS maps of field, to be used for effluent disposal L-e: soil survey sheets showing all fields check suitability of soils f or crops planned include attachment "B" on sampling procedure 8. Soil Investigation Sheet (SCS-ENG-538) minimum of three borings on Class IV & V lagoons =F. borings 2. 0' below designed bottom of lagoon ��. location & elevation of borings in relation to grid survey -d. seasonal high watertable i • Y Seeding Specifications (lagoon dike and other exposed areas around buildings) 16/11�'Construction Specifications (sheet) - a address need for cut-off trench address need for sealing with compacted impervious material and identify anticipated location of such areas 11. Grid Sheet - ta: location & dimensions of lagoon & buildings TBM location & elevation L, ocation of soil borings d. surface water removal (pipe outlets, etc. ) 12 . Typical cross-section cike elevation & _ c `. lagoon bottom elevation side slopes ;,df effluent outlet pipe invert elevation building pads - elevation & grade P,,e.pc� cut-off trench (if require ed) 13 . Volume Computations a. excavation �J � b. dike fill . , � C C. pad fill i 7 14 . Summary Sheet - a. design requirements b. excavation volume C. fill volumes d. cut-fill ratio e. job class 15. Statement on observation of cultural resources 1�P1 an in CAMPS NJ =ONE MEMO ME Emosmomm NEI 0 mum 11ME No on momommonnomm IN moommommommom MEMO lmosomanoom MEN BE I a no sommmommonom I I MEN 0 a a woommoomm 0 "In" ME No MEN Ellin moom NUNN Elm all a - INNER 0 on ME SEEM HE a 0 0 0900= 0 =Man wommoom No 0 MEN 11111140111 0 0 0 a mom Eno a 0 a lmmimmo OEM 0 1 1 1111111! 1 No Emonsloom • m lisimon� rM I a PENN lEmommmom SEENESEEN NMI ME in moommo�ommommon p MEOW onmommommoomm MEMO ME 1111 LF0=11 0 00 oon NJ IN 0 MEN 0 ONE in 0 OWNER MINES.910.111111101 v 0 ��En. Flo ".3111111 MEMO o a nomasommoomm a mini I e a MENNNO a0 I NONE ommommomimmommom MEMO sloommol a 0 IN��i a so limmon Orientation: -45.0 2 Magnification: 10.8 Inclination: 20.0 .. ' • , 54.00 . • 1 y l E ySy iS yE �til� 1 t 52.00......... ti�yy`�` iy�y}S 50.00 48.0e••'"• • ,� 46.00 t■s s tit r -.• �� tt' 1 p� tiyyyyy 111111yyyyyyl�•.• •. 44.00 • 5ti 1 Il�.r 1 � �tlly�ti 111t11�fS 1tiS11111`11yy1y4l11 . 42.00 �` ►+ t S S/ tiSflllll • � ..nt ,,� ti 1�.::-=::_... ��},�ttiti yyuul ti 11 tiSyftitlll 40.00 `�� "' ,� 1 s rfl);,1 111�111ttiti yyy1111� 38.00 1 Lower Left 3D Mesh Surface 3D Mesh Surface Proposed Project: John Edwards k1 Drawing: Farm 2 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: GOLDPRORO HOG FARM using SITEWORK Date: 03iO3/93 Time: 08:49:18 Daylight Perimeter '0=l0 0 . 0 ; Sloping ar S 1 -4 pi g area �E.r 4ifA-1 Ei 7 H 00 .00 447 78 _ ti., i P Aping area 6 --sr ;t�n' are 2 •• � X50.00 _..� -- i ..- ....... _' ! 40.00 47.00 i 39 4--mn I • 0 40 46.70 I - I -- .:, 6.00 4 Slop in are '5 45 6� .00 .`,,loping are 71 s_:.•r.e..1[.: f 4A.00 •30 j i 44.00 45.00 ping area 45. 44.:7 59-98--- • �� 44.00 43.80 Report: Plan View Cross—section Locations Project: John Edwards #1 Drawing: Farm 2 Surface: Proposed pp Prepared by: GOLDSBORO HOG FARM using SITEWORK i 80 160 Date: 03/ 3 93 Time: 08:36:s" Digitized Points Horiz. scale: 140 +t/in Vert. scale: _5 +t/in Project: John Edwards #1 Drawing: Farm 2 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: GOLDSBORO HOG FARM using Date: 03/03/93 Time; 08:39:5 55.0 A A' B B, 55.0 52.5 ....... ............................................................... 52.5 .......................................... .......... ......................................... 50.0 ........................ .................. 50.0 ....... .................... ..... Proposed Proposed 47.5 ............. ....... .... 47.5 ..................... . .......................9 ............A 45.0 ........................... ................ .............. ...................... ...... 4640 ....... .................... ............ ..... ..................... Exis�ing Exis�inq 42.5 ....... ....................................... ................................... 42.5 ........................ .................. ...... ........ 40.0 ................................................ ....... ............ ............. 40.0 ... ........... ......................... ............ ............................... .............................I........ 37-R 544.9 560.0 37.5 511.9 560.0 C - C, 54.7 52.2 ..... ........................................................ 49.7 ........................................................... Proposed 47.2 .. ................................... .................................................. ;...... 44.7 ................................................ tkxisc ing 42.2 ................................................. .......... 39.7 .....................................................:.....................:............. 485.4 37.2 b0.0 A GOLD 3 HOG FARM: John Edwards #1: Farm 2 HS: 140 ftiin VS: 5 +tiin 3/93 08:43:42 Daylight Perimeter @ : 41Aj.y _.. 71" WSlopiS1 piPg are 400 I. ili 00 9.00 .70 _. _ I Sy.40 r _J :-. 1 I _- P;i re ping are 7.00 I *40.00 I Y ?41 39.0 40 4 L 00 46.30 _ _ �i 46.00 40� I;F;I Slop in are 5 .�9 -;4_I 45 0-4 ; iJ: I I Ij .00 $loping ire- 7.1: I 1 4A.00 45.00 44.00 I ping area ' 4�7 v 05�0� 44.00 43.80 Report: Plan View Gross-section Locations Project: John Edwards #1 Drawing: Farm 2 Surface: Proposed Prepared by: GOLDSBORO HOG FARM using SITEWORK Date: 03/03/93 Time: 08:08:28 0 v d0 160 Scale: 80 ftiin "J I qi4;iz-vu ryiiiu5 Horiz. scale: 120 +t/in Vert. scale: 4 +t/in Project: John Edwards #1 Drawing: Farm 2 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by' GOLDSBORO HOG FARM using SITEWORK /93 Time: 08:11:34 53.9 A A 56.0 51.9 ............................. ........................................................... 54.0 ................................................................. ....................... ......................... ..................................... ..........I... ...........1.: 49.9 ......... .....................i..............................*41.1 ........................ 52.0 ................I...................................................... ............ Proposed Proposed ............. .... . . ... . 47.9 ................................................................. 50.0 ............ .............................................. ......... ............. .......................... .............:............................. ................................ .............. 45.9 ..................................................... ..... .................. 48.0% ........ .. Existing Existing 43.9 ....................................................................... ........ . . .......................... 46.0 ........................................................... .... 41.9 ..................................................... ....... 44.0 ......................................................................................... 39.9 1 413.0 42.0 1 352.9 -480.0 55.6 c - C, 54.5 53.6 ......................................................................................... 52.5 ................................... .. .................................................. 51.6 ....................................................................................... 50.5 .................................. ........ .......I........................ ......... posed .......I...... 10* ....................... ........... ................................................. ................. 48.5 ............................................................!.,......................... 49.6 ................................ ........... 47.6 ............................................................................................. 46.5 .................................................... ......... .......................... ....... .... Existing Exis ing 45.6 ..............................................................................I.......... 44.5 ................................................................................... 43.6 ......................................................................................... 42.5 ......................................................................................... 41.6 322.8 40.5 460.2 480.0 480.0 51.5 E - E' 49.5 .................................................................................. .............. p ...... . ...... 47.5 ....... ...................:................................................................... C= Prop�sed...... CD .......... 45.5 ........ .................... ....................... ............... is Cr L; cz 43.5 ......... ................................... Exist ing 41.5 ...... 39.5 ............................ .......... ................I.......................... ....................... ............. ............................................ 37.5 445.3 4$0.0 )LDSBORO HOG John Edwards #1: Farm 2 HS; 120 +t/in VS: 4 +t/in 03/03/93 5:19 Operator:John Edwards #1 County: Duplin Date: 02/26/93 d ,nce to nearest residence (other than owner : /`0 :0 feet 1. STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 2880 head (finishing only) x 135 lbs. = 388800 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 The 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW-- 1 CF/lb. SSLW Volume - 388800 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet ; "Owner requests no sludge storage. 4. TOTAL DESIGN VOLUME Sludge will be removed as needed.' Inside top length 390.0 feet ; Inside top width 190.0 feet Top of dike at elevation 50.0 feet Freeboard 1.0 feet ; Side sloped 2.5 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 49.0 feet Bottom of lagoon elevation 39.0 fee Seasonal high water table elevation �46.0 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 2.5 2.5 2.6 2.5 385.0 185.0 10.0 AREA OF TOP LENGTH * WIDTH = 385.0 186.0 71225.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH - 335.0 135.0 45225.0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 360.0 160.0 230400.0 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 71225.0 230400.0 45225.0 1.7 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 578083 CU. FT. i. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 390.0 190.0 74100.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 74100.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 94947 cubic feet GR 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 excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 43225.0 cubic feet D. Volume of 25 year - 24 hour storm Volume - 7.5 inches / 12 inches per foot * DA f Volume = 46312.6 cubic feet 010 TOTAL REQUIRED TEMPORARY STORAGE 5A. 94947 cubic feet 58. 0 cubic feet 5C. 43225 cubic feet 7 5D. 46313 cubic feet I TOTAL 184485 cubic feet L SUMMARY Total required volume 573285 cubic feet Total design volume avail. 578083 cubic feet Min. req. treatment volume plus sludge accumulation 388800 cubic feet At elev. 46.2 feet ; Volume is 389642 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 531771 cubic feet At elev. 48.3 feet ; Volume is 528921 cubic feet (start pumping) Seasonal high water table elevation q6.0 feet 7. DESIGNED BY: �db�4 a0.nker APPROVED BY: /(0-,re, DATE: l DATE: 4-` SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT NOTE: SEE ATTACHED WASTE UTILIZATION PLAN .'7E �SEL a"�'a��yad co.W j fvc.�"I Dh S�Z4,T,ca�'�o.E; ctn�f Gro,�S JPo�-iD✓I S Ke'� jr GonsJfv�� 1�^ ,nfJrwaf,vH to Pre �a, .,•,� -------------------- Total Volumes Grid cell size: 4. 08 by 4. 09 Original drawing scale: 50.00 ft/in Project-. John Edwards #1 Drawing: Farm 2 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: GOLDSBORO HOG FARM using SITEWORK Date: 03/03/93 Time: 08:52:57 Final surface: Proposed Initial surface: Existing Tight Volumes Expansion Expanded Volumes Cut 17043.20 0.00 Fill 17241.50 25.00 17043.20 21551.88 Difference -198.30 Net Import 4508.68 �1 volumes are in cubic yards. . M 6 2 -------------- Site Balance Report Grid cell size: 4.08 by 4.09 Original drawing scale: 50.00 ft/in Project: John Edwards ##1 Drawing: Farm 2 Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: GOLDSBORO HOG-FARM using SITEWORK Date: 03/03/93 Time: 08:54:09 Final surface: Proposed Initial surface: Existing There are no "Proposed" structures. Fill shrink/swell percent: 25. 00 Cut shrink/swell percent: 0.00 Balancing to 0.0 t/- 10.0 cubic yards delta Cut Fill Cut - Fill 0.000 17043.20 21551.88 -4508.68 -0.618 18801.92 18107.57 694.35 -0.535 18561.94 i 18560.69 1.25 Lower "Proposed" by 0.535 feet. SEEDING RECOMMENDATIONS AREA TO BE SEEDED: 2.5 ACRES USE THE SEED MIXTURE INDICATED: 0 LBS. FESCUE GRASS @ 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30 HULLED BERMUDA GRASS @ 8 LBS./AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERYI FOR FESCUE) 0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 5 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS Clearing: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut—off Trench: A cut—off trench (when specified) shall be installed as shown in the plans. Construction: Construction of excavated and earthfill areas shall be performed to the neat lines and grades as planned. Deviations from this will require prior approval of the SCS. Earthfill shall not be placed in standing water and reasonable compaction of the fills shall be performed by ,the construction equipment or sheeps—foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilled and compacted with a suitable material (ie—CL,SC,CH). Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction. e �yy+ ��9�1 yA�F��+��'�•71 "'hS feL i'•�'r� •1'►Ca'� }t`.••�"�^. il.�+ '� •�+- }�•� 9 r r'r�t`�ti 1 aa•��'�io5�.c iij'�j,41 ��Yf■YyS •�i^� + �'��) T i M w••' I ,y� li Sry"�{ri:�.� F � f. j3•• Inh kP+�J�•o� Ns'+sr.{i�r�w �;, �� • f: .� Yam%{ `Fr kisUD •{ T, �. i ��" '+ir •rFr•. L a y , 4 ry ��kAf� ' .� y .''.11 +`�r �c• "',1kr� .I`n �: RA ZZ by ..j- i��7 fY,�.��+4�3�r�+ry�� C� � �_�fY�} '�•r'Yv �+,� ��=•tn.' ram+ .!>� �yj�Z _.M iT• �••it.�Y��-�C��..�;�.v rw 11;:�!C P Fy � � Sy• /Marc.r./+� pp X+`+..'err, !rS�'� •;�...,;.s��•+}''��,.''��! •�a c:�f .� � ,revs jyy ti� •�r�i 3y is�1� ,i .:}� �.��; � ��:-1'.. p��i Fl; rye 1p 65, Mai •�' r� r 1, Y' IN 1 . � �f 7. y� �.��._ ray«i�.`r1 �...•, USP .�Ja`J'.• is?T A �i'�, ,y� ��T'•7• � t�,r_y'r.7=�'.t'ii:A��f�pFt��• �•`�� • i �v�i'-rkY= ,sti :�:�h�i�y�•��i<.'-�e';��' y�:.t�,�a��"K:f7+,,,:yyyr� �' •� }•+{1,'�� r r �a et.�..i'� �,Yu•..Mid;-`.:...�:v�,.�fyy5 .'Ii'1 R' ••�� fTj�T }' Y_ �)��•r{;�•'w1 '►.L�ti'I�Yc�.•i,��:" itti�. yYSFC7 ". �iZV •�r q. PR P A <�+ '.n'1."� ?��'t'..••- ram•-.. if� 4■ uLL lui IuA Lk� xd 9 Lm z • ut 192! UU ra un 1w LIQA lw lift 7yj uu 4 ;'f: Ull Lu u Fd <-- • L2u Lin 4 L2JA 1AL k uu Um w • - , LLLI Ll" I uLL m Lm LuN92 a Lin U" LL LKL im DO LLLI 12c 1 T, Im Lai 16 Lin Liu Lu list un 9 Liu IJ l. lumu Mi Lawu L2u 1.4 L"L Ita um LUL um Lm Luz C—k "Lul C�,j F T, 5 A ila A .. .1 %A tlu 4� A Lka Jw Ll" Liu 1M7 12m LLIA im Ij ila- U21 • w yk 1.3 WAXSAWlC 1.3 U-by cl L44 im Q .L tj un UzA IA SlatA LLM rL&u u2i aj LLa ita la, lift IIN � un am 0,� A Lr2j un y. c Lme LLLI Ll UK LW ti 3lu Im v Ul Liu Lut U21 uA ux UK 0 II&L I . Lw wl .9 Wt luL LL"L um Lni Lul LL, 3 um Im LLU A 13 LL, uLl LLLL UR im) itu LLEE c LLIZ Lw .0 if uu FA- OPERATION_AND MAINTENANCE PLAN This lagoon is designed for waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of .disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre— charged to 112 its capacity to prevent excessive odors during start—up. Pre—charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump—out of the lagoon when fluid level reaches eleva— tion 48.3 as marked by permanent markers. : Sto um the fluid level reaches ele"vation 46.2 od before fluid depthut eis less than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6.- Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. The Clean Water Act of 1977 prohibits the discharge of Pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ— mental Management, has the responsibility for enforcing this law. US Department of Agriculture NC-CPA 16 Soil Conservation Service 4-92 ENVIRONMENTAL EVALUATION Land User/Owner _ _ County_ 1;_1 Location/Tract & Field Number_ 16 f# Acreage_ 9.1) Prepared by c Date =. -9 Brief Description of /Planned Pracltice/RMS/J7IProject Measure: o L 1 a 1" l tour e_ 1 JAA - Environmental Factors and Resources to Identify and Evaluate W. 1. Is wetland included in the planning area: (References: NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Dee,T�water Habitats of the U.S-._; National Wetlands Inventory Maps; NFSAM. -- ✓ No �. Yes - If yes, -- Identify types present -- Attach environmental evaluation showing what effect planned assistance will have on wetland and how this assistance is within policy -- Have needed permits (CAMA, DEM, Corps, etc. ) been obtained by the landuser? -- Make sure no planned practices will put the landowner in violation of Swampbuster 2 . Endangered and/or threatened species: (References: 190-GM 4/10.22 ; Technical Guide Section I-i(13) and Section I-vii No Yes -- Identify species whose range and habitat needs indicate they might occur in planning area -- Identify on map any designated critical habitat Is- a. designated- natural or scenic. area included- in. the. planning area-. or will Planned actions impact on an adjacent natural or scenic area?. (References: 190-GM-. 410.2.1 and ..24.). No. Yes: I-f yes.,,. encourage: landuser to, consult with. concerned ag..enqie.s:,.. societies, and. indi�vidUa.JA, to: arrive_ at, Mutually, $4tis�actQxy. !-.and,"use: a.nd!- treatment:. q. udo. the, .1,Q -year, flo ;-p. ". i.. (Reofqxrenq O'd _Ia n:.. esl' MCMi. 4� inaps.), des; s; Is, the- as list.edl action, likely to-, s . have: significant advierse- effects, on: existing: natural and benef icial Valuesi in-, the.. flood pl-a"InZ ' is, there• a. Practical alternative, outside; the.- lain-7- flood: P - ;` Ila$; the,- f.1pjod-_' plain.. been. used- for-, agricultural prpduQt-ion•. for at 1,east- 3. of: the: -last 5. -ye 5.. IS an, -a-r-chAeological or historical, site. located: in- the. planrLing: Area?' (References:, NCPM,;;- 420-GM 4-0.1;- Nat i.Qnal. Register- of, U st-Or-ic. Places).! No Yes• If yes, have steps. been., takern to ensure• the protection: of this area?, 2�re.: there- any: prime., unique, or locally . important farmlands.; in the operating: unit ?, (References: 310-GM). No, Yes - If yes., identify, on. a soils map or- legend. Ra4,ro,4 T. Will- the- action. result In. sodbusting.? No, Yes Will. the:. action. resultin- swampbusting? NO Yes� 9-. Is- there: a potential. for- Controversy-7- From, whom?. jqd.'0 111 1.4 Yes- �_4 Ad 0 w it 10. Are permits required?/Should the person contact permit agencies? ✓_ __ No —_ Yes J When an environmental factor or resource is identified on the site, the user will refer to the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-Up i U. S. Department of Agriculture NC-ENG-34 Soil Conservation Service September 1980 f arr, 1 File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner County' Community ors Group No.•: : G - " ;. Conservation"Plan •No.' Estimated Depth:-:of.Wateri�to Top .of.:Dam % .,'a: Ft. Length of Flood Pool Ft. Date of Field 'Hazard Investigatiori� •_:j =gip 'q3 ' ' Evaluation by =reach of flood plain downstream to the point of:estimated:minor:'effect - .from sudden dam ;failure. ;-t • - -'• • - �= - � : st. =E' ev :�°: st evation • _ " . : .;;. Kind ofImprovements i ; =of'Sreach Reach: Length:::Width: S1ope:;.:;,Land` Use.. Improvements: :: Above' :Floodwater.::Above flood,*Plain: :F1ood-•Plain Ft.' -Ft.: Ft - Ft. .. 2 3 Describe potential! for loss-of lifel'and dam e° to existing or' probable' future: downstream improvements from a sudden'breach one �� s _ ��, ; V Hazard Classification of Dam ('�, b, c) (see NEM-Part 520.21) Dam Classification (I, II, III,(IV V)___ By_ t�S 'T Date -16 -0/ na title. Concurred .By Date, name title NOTE:'.. 1.1, :-I nstruction's:.on.,re"verse side. :.. 2. : :Attach"additional`sheets as needed: ; SGS-ENG-536 U.S. DEPARTMENT OF AGRICULTURE Rev. S 70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME M6'IS"n Fd wa,a r -R-'11' DISTRICT. V DATE /- ,i �- `{ COUNTYS.C.S. PHOTO SHEET NO. - _ WORK UNIT WATERSHFU AREA MEASUREMDM CROPLAND ACRES PASTURE-ACRES WOODLAND ACRES TOTAL. _ . ACRES FOND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSEDD-POND SHOWING WHERE BORINGS WERE MADE (Approz `z,cile"Itt_= feet) Locate reference point ,jn'ccnler line of dam and Identifp'on Oetch-' i I _ - / JI/c CO I r SHOWN BORING NUMBER AND PROFILE DEPTH Make and fist dam-site and splllwaV borin Os first-then ponded a c+d rea and borrow pit bodnos-separate with vertical r line, (Continued on back wheat necessarv) Show water table elevations on dam-site borings. SCALE 1 12 3 Sf.5 6 7 8 9 la 11 12 13 1� 15 16 17 T 18 I9 20 21 22 23 1-2 sc } M ! M I I ►rvr'( I S c r". Fn F F_ ,2-4 st, -.s c I ll -s C M- IC- 5�6 i- . P -Lilt $ , b- c . ..t 4 - � i r � it, 4 cn�tS I I 7- G I- I• t CI-• - C �* 1 GE G� -� 4 . -L 9-!0 GL C.4. `` I I-Iz C l :: rSC-cL,3C BORINGS MADE BY SIGNATURE & TITLE L L rx - a w HOVS40„ b of -1- WASTE UTILIZATION PLAN NAME: John Edwards DATE: 03-16-93 ADDRESS: Mt Olive, NC COUNTY: DUPLIN TYPE OPERATION: Feed/Fin CONTRACT NUMBER: Your animal waste utilization plan has been specifically developed for your operation based on soil types, crops to be grown, and method of application. Waste must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops on the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crops to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant ,bn the method �of application. soil type is important due to different leaching potential and yield potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be .considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should be applied to a growing crop or not more than 30 days prior to planting. Disking in the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Acreage requirements may be more or less based on the waste analysis report from your facility. Your waste utilization plan is based on the following: AMOUNT OF WASTE PRODUCED PER YEAR: NUMBER OF TYPE OF TONS WASTE TONS WASTE ANIMALS ANIMALS PER 1000 PER YEAR 5760 Feed/Fin 3700 21312 r _2_ `ROP ACREAGE REQUIRED: Tract Fld Soil App. Crop Yield Crop N Comm. N Acres lbs. N Month to No. No. Type Meth Code Needs Applied Needed Apply 1675 7 RaA it 3 4 200 0 3 . 0 600 F/May, S/Nov 1675 6 AuB it 6 5. 5 275 0 14 . 0 3850 Mar-Aug 1675 5 AuB it 6 5. 5 275 0 5. 6 1540 Mar-Aug 1675 4 AuB it 6 5.5 275 0 7. 1 1953 Mar-Aug 1675 3 AuB it 6 5 .5 275 0 8 . 5 2338 Mar-Aug 1675 2 AuB it 6 5.5 275 0 6. 6 1815 Mar-Aug 1675 1 RaA it 3 4 200 0 11.7 2340 F/May, S/Nov _____ __- ---- ---- ---- ----- ------ 0 56. 5 14435 Available Nitrogen from Waste = 14435 Commercial Nitrogen = 0 CROP CODES: 1=Small grain; 2=Corn; 3=Fescue; 4=Bermuda pasture 5=Control grazed pasture; 6=Bermuda hayland APPLICATION METHODS CODES: si = soil incorporated br = broadcast it = irrigated COMMENTS: The acres, crops, and application method shown will accommodate approximately 6276 animals of the type shown on the front page. If more commercial fertilizer is used than the amount shown in the chart above, additional"acres will be' needed. A 3 -15 feet wide permanent grass filter strip should ble seeded along all ditches in fields that receive animal waste. Prepared by: 6XV . -M- 9 Name Tit Date Concurred in by �� Proiucer L IvLi , i ■ � • k` �:f•., ram*'''" ;��"' 4" - `a �•Y _ .. � ry __•�^¢ ti.c -ems y��•r r E �c}� n� ;, • si.t�fir" ` + r t .. �...� .ti:A ��rr - `'`��r ::��.�... .c.. • • _;��=''anti -t�::• ;, -�`-'�'-'=t:o`'y.i-��'•f'r'- r.��" V� S '\hl'..WL S� .L i'a1�V��i.'�}c•Ty�''s �'�� i- •!` �1=•.7c.'.*ry +f.'WV.°'4.Y.S..!� •�. r � - �• ti^r�l{;� •T�-.�r:"•. '+ � '� � � --ate, � y-�;'!-'.:�y � �=' _u��:i-•i=.--va+K` . ' -�•.ti. I. �= �.��,..�'. ,s�•i. 1 �'��.>>r'��r `�r ��i5 .�Iy +��' aw;'•A^ti•�y;y' r.Ya. 7 � :.aY�i .lt:Ta :�xt .- ' i• • k'..� y, 7 F • ?� ry ,•.l. � � ^tip+! *�:.� �'•,��-�.'�. _ '�i7^• ��a k- e�lWWI MAw �y�L� �r�.7'.I�i�t; ��..as~�, � 7 i��+''T��y �R �.. •:L". ��ti�1a z}'k�+• � i"w�_ •' - _ '�.r9y�"6 c r-��yf�:tii�. si�, e,•5... .tom .� � .. r � G _�, 7-P33•i: 'M"•�p4�;:��•',-'p _ �,L at ,ate -4�. L: �.! '+•,fir �'!• _ 'k�vs�•'Tti �c •� re{' �i i, �;.t _ � _. ?+ „} � :act � �. �- � (7i�.!irT- �• 'r�.�-, f -t of 11IIJJ � �F- ?�..� # �l�� -�}�.. e( �� .K' ��►► �F.4 i.�:r+,.R ..,fi,� •.� ti� .. �L!ri^ .fix, ..1 C'�. l►'�'Mi•S�M� 7fr+L�. •" '�`i �. :•. �. �, •.ate ;.,. f � �'�►:.�. c+rIl: r�pey�n� !b�t� '� •r� ��F� '.� � .�� • a �} �_�_ .rim��a� •�� ,yam ��V.. - - E�, ? � '¢r �� :_= :�.•:•:::: ZONE X r� r I1353 PQ ZONE A n 4NE x j13,6 -a 13 13as t+ . 11 -. I! ••'' sl a �� _� ZONE X `_ = tlanure from Pits PSkfCD 1 LIVESTOCK, WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES I • SAMPLE COLLECTION A. Liquid Manure Slurry 1 . Under-slotted-floor pit a. Use a length of 1/2" conduit open on one end and that can be easily sealed on the other end (e.g. , by placing one's thumb over the end of the conduit). b. With both ends of the conduit open, extend it into the manure to the pit floor. c. Seal the upper end of the conduit trapping the manure that has entered the lower end, remove and empty into a bucket or container. c. Collect samples from at least 5 locations or at least enough for a total of 1 quart of slurry. e. Thoroughly mfx this slurry and empty approximately 1/2 pint into sample container. 2. Exterior storage basin or tank a. Make sure the manure has been well mixed or homogenized with a liquid manure chopper-agitator pump or propeller agitator. b. Take samples from approximately 5 locations in the pit, from the agitator pump, or from the manure spreader and place. in a bucket. c.'. Thoroughly mix and empty I%2 pint into sample container. II . SAMPLE PREPARATION AND TRANSFER A. Place the sample -for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which should be forwarded along with the sample. PSWCD 1 1 . Address: Runt Analysis Lab Department of Agriculture Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell F. Request that as a minimum the following analyses be performed: 1 . Total nitrogen (TKN) 2. Ammonia nitrogen (NH N) 3. Total phosphorus (KP . 4. Potassium ( ) analysis 5. Dry litter samples should also include a total solids (TS) G. Other analyses performed at no extra cost by NCDA include trace minerals. i. r Lagoon Liquid PSWCD 2 I . SAMPLE COLLECTION B. Lagoon Liquid 1 . Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (1/2 pint or less) on the end of a 10-15 foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. c. Brush away any floating scum or debris so it is not collected with sample. d. Submerge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place into a bucket, thoroughly mix, and empty 1 pint into. sample container. 3. From a multi-stage lagoon system collect sample from lagoon that is going to be irrigated from. II. SAMPLE PREPARATION AND TRANSFER A. Place the sample for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be. chlorinated or treated -in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then .boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of $:4 per sample which should be- forwarded along with the sample. 1 . Address: N. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 ^,ttn: Dr. Ray Campbell PSWCD 2 F. Request that as a minimum the following analyses be performed: 1 . Total nitrogen (TKN) 2. Ammonia nitrogen NH N) 3. Total phosphorus (TP) 4. Potassium (K) 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals. y LAGOON DESIGN CHECK LIST Copy of 026 and maps if clearing involved. 2 . Dam Safety - la. Dike over 15 feet to down stream slope and over 10 acre feet � " storage to top of dike. 3 . Adequacy of storage volumes - designed volume exceeds needs all temporary storage stored above seasonal high watertable /include statement from landowner when he requests no sludge storage Ld. minimum 6 feet treatment volume depth �peration & Maintenance Plan (sheet) - ..__a:'begin and end pump-out elevations -i_--Location sketch - �a�3stances to nearest residence c-b Broad numbers -d. north arrow --6J Hazard Classification Sheet : (NC-ENG-34) - La: distance to nearest stream in event of dike failure •-b-:^ ;.distance to nearest public road in event of failure _ topo map showing lagoon location and information to .support a& 7. Waste Utilization Plan - ,� ! show all tracts & field numbers, field acreage, crops �{ signatures of producer & person preparing plan _-c. agreement sheet signed by adjoining landowner if needed - ;-showing tract numbers, field. numbers, acres, etc. Ld�� ASCS maps of fields to be used for effluent disposal -e-r- soil survey sheets showing all fields tf! check suitability of soils' for crops planned include attachment "B" on sampling procedure 8. Soil Investigation Sheet (SCS-ENG-538) � a minimum of three borings on Class IV & V lagoons C--b`� borings 2.0' below designed bottom of lagoon �c:,- location & elevation of borings in relation to grid survey -d seasonal high watertable MAR 2 8 2019 9,,-`�Seeding Specifications (lagoon dike and other exposed areas around buildings) 10 ./Construction Specifications (sheet) - •�-,Ia. address need for cut-off trench -b.!` address need for sealing with compacted impervious material and `� identify anticipated location of such areas 11. Grid Sheet location & dimensions of lagoon & buildings location & elevation r- 'location of soil borings &/ surface water removal (pipe outlets, etc. ) 12. Typical cross-section La�: dike elevation & top width 1b-:" lagoon bottom elevation side slopes Ld� effluent outlet pipe invert elevation Le�building pads - elevation & grade f f� cut-off trench (if required) 13 . Volume Computations - a. excavation, b. dike fill!-,,' II C. pad fill 14 . Summary Sheet - a, design requirements r C G� �k �lyS�s b. excavation volume C. fill volumes d. cut-fill ratio e. job class 15 . Statement on observation of cultural resources CinPlan in CAMPS US Department of Agriculture NC-CPA 16 Soil Conservation Service 4-92 ENVIRONMENTAL EVALUATION Land User/Owner_ - -County L22)� Location Tract & Field Number Tb�5 t Acreage LL2,_ _ Prepared by �_.Date 3 - 3 - `? Brief Description of Planned Practice/RMS/Project Measure: c ; J i Ale, _e pl— Environmental Factors and Resources to Identify and Evaluate 1. Is wetland included in the planning area: (References: NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps; NFSAM. - .No Yes - If yes, -- Identify types present -- Attach environmental evaluation showing what effect planned assistance will have on wetland and how this assistance is within policy -- Have. needed permits (CAMA, DEM, Corps, etc. ) been obtained by the landuser? -- Make sure no planned practices will put the landowner in violation of Swampbuster 2 . Endangered and/or threatened species: (References: 190-GM 410.22 ; Technical Guide Section I-i(13) and Section I-vii No Yes -- Identify species whose range and habitat needs indicate they might occur in planning area -- Identify on map any designated critical habitat 3. Is: a- designatect.natural or scenic area included in the planning area- or will planned actions impact on an adjacent natural or scenic area.? (References: 190-GM' 410.23 and.: ..24) ✓ Mo: Yes- It yes, encourage. landufi;er to, consult with concerned a-g.encies;,, socletwi.es, and. ind lq,ividua to. arrive: at a ,�iut,ua.l,ly,;'sat i,a-f.actp.ry land. use:. and; t.reatment:., 4:.. DQes.� tl�e. plannlng, a tnrludo�- the, 1Q.Q-year (Referenpets-z-, 19J-C-PM*; 1.9,A,--QK. ,4:10.I,2,5;,,., HUD; 'Floo Plain, maps)., Yies. Is-, the. s as iste-d= action: I ikely, to,,, have: significant adverse ef fects., on,: existing: natural and: beneficial values: in, the. flood pl.aln- Is. there, a: pr:4ctical, al-ternative, outside: the: flood. - plain?- --- Has; the- flqod.., plxain.. been. us.ed, for.- agricultural -product-ion,_ for. at least. I of the: -last- 5. years?,- 5., Is: an: archaeological or historical. site. located: in, the.. planning.- area?, ()References:. NCPM, 420-GM 4�01, . U-i.fi,toric: Places): Nati.Qnal. Register. of No Yes, -- if, yes, have• steps. been; taken-, to ensure- the ' protection: of, this area?..; 6.. Are. there any prime-, unique, or- locally.. important farmlands: in the operating- unit?, (:References: 3.10-GM). No, Yes - If yes. identify, on: a soils map or legend. )Fv ;,4 T. Wil-l. the. action. result in sodbust-ing - No; Yes. 8., Will. the., action. result in. swarapbusting? NO Yes: 9'... 1-s- there, a. potential for.. controversy?; From. whom?, 4dj*D;,; Yes-: r 10. Are permits required?/Should the person contact permit agencies? t Z @= No — — Yes J When an environmental factor or resource is identified on the site, the user will refer to the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-Up U. S.-' Department of Agriculture NC-ENG-34 Soil Conservation Service September 1980 For.r. File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS LandownerCount ' r Community or:Group No.,._ E4 ".:r. : Conservation' Plan No. _ Estimated Depth :of Water:.-to Top::gf,',Dam 0,6 Ft, Length of Flood Pool Ft. Date of Field Hazard:Investigation.,..'. 1 p�� ,• Evaluation by -reach of flood plain' downstre*am to the point,of estimated minor effect from sudden ' dam .fai 1 ure. r;... . Est. E. ev. st. evation Kind of :Improvements=`?'=`of 'Breach Reach: Length:.:Width: Slope':...', Land Use Improvements Above •_ ':Floodwater.,.Above flood Plain Flood•Plain --------------------------- 1 = • � 2 _ J - 3 • . — — Describe potential for loss,,of life'and damage• to existing or probable future-.downstream improvements from a sudden'breach • o�,r �� ., 2u(1) lf� L J Hazard Classification of Dam b, c) (see NEM-Part 520.21) Dam Classification (I, II, III, V V) BY Date . na title- 17 Concurred .By Dat VX6 name r title NOTE: *,, 1. Instructions:on'.reverse side. 2•. Attache additional:` sheets as needed:- R<v. 5-70 U.S. CEPARTMENT OF AGRICULTURE ' -, SOIL CONSERVAT(ON SERVICE 'SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME ffA Lcl wo al DISTRICT 1' - DAIE 0- 4 _ COUNTY- S_C.S. PHOTO SHEET NO. — WORK U= ° WATERSIM) AREA MEASUREMENTS CROPLAND ACRES PASTURE_ ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK-,.UNIT.CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Appros`wale I�t feet) Locale rc cmnoc point,nn'eenler line or dam and.ldanlily.on.zhelch.!-;:;':'•'-:;.r;+:-. _•�,<•.: :' - 7-7 ._ .. .. .;:t 'i�..}s' 'o •�_¢:. :ram t:F.r�i' Ii 1'�f - .7�.: iz�::-• - _ - a_ -Y: - I kr• 0 i. r ; , J SHOW BORING NUMBER AND PROFILE DEPTH Mahe and list dam-site and svill ny borings Trsl.fhrn ponded area and borrow pit 6orfngs-slpar0le with ✓ertltal rod t/nc_ SCALE (Conllnued on back whcr necvsary) Show water fa61e e1e/ 6*ns on dam-slit borings. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 17 I IS 19 20 '1 21 f 22 123 1 I J-1.2 C w }t7iE ��! �--IT .2- SF_ I SL IF I 5/ln ;C- i I c I,vc l c1, I CG c 'ct-7 I -� C L C" _ "73OR - - -MADE BY 61140 SIGNATURE TT7"I.F 3I, WASTE UTILIZATION PLAN NAME: John Edwards DATE: 03-16-93 ADDRESS: Mt Olive, NC COUNTY: DUPLIN TYPE OPERATION: Feed/Fin CONTRACT NUMBER: Your animal waste utilization plan has been specifically developed for your operation based on soil types, crops to be grown, and method of application. Waste must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used* to reduce the amount of commercial fertilizer required for the crops on the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crops to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. The amount of available nitrogen for plant use is dependant on the method11of application. Soil type is important due to different leaching potential and yield potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should be applied to a growing crop or not more than 30 days prior to planting. Disking .in the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Acreage requirements may be more or less based on the waste analysis_ report from your facility. Your waste utilization plan is based on the following: AMOUNT OF WASTE PRODUCED PER YEAR: NUMBER OF TYPE OF TONS WASTE TONS WASTE ANIMALS ANIMALS PER 1000 PER YEAR 5760 Feed/Fin 3700 21312 -2- CROP ACREAGE REQUIRED: Tract Fld Soil App. Crop Yield Crop N Comm. N Acres lbs. N Month to 1do. No. Type Meth Code Needs Applied Needed Apply 1675 7 RaA it 3 4 200 0 3 . 0 600 F/May, S/Nov 1675 6 AuB it 6 5. 5 275 0 14 . 0 3850 Mar-Aug 1675 5 AuB it 6 5.5 275 0 5. 6 1540 Mar-Aug 1675 4 AuB it 6 5 . 5 275 0 7. 1 1953 Mar-Aug 1675 3 AuB it 6 5. 5 275 0 8 .5 2338 Mar-Aug 1675 2 AuB it 6 5.5 275 0 6. 6 1815 Mar-Aug 1675 1 RaA it 3 4 200 0 11.7 2340 F/May,S/Nov 0 56. 5 14435 Available Nitrogen from Waste = 14435 Commercial Nitrogen = 0 CROP CODES: 1=Small grain; 2=Corn; 3=Fescue; 4=Bermuda pasture 5=Control grazed pasture; 6=Bermuda hayland APPLICATION METHODS CODES: si = soil incorporated br. = broadcast it = irrigated COMMENTS: The acres, crops, and application method shown will accommodate approximately 6276 animals of the type shown on the front page. If more commercial fertilizer is used than the amount shown in the chart above, additional 'acres will bel needed. A 3 -15 feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. Prepared by: _ �= ? �Tne - — Tit i e Da_ e Concurred in by: Producer - - — t�, ,, � .("✓ ♦r��An i. 1�'r � R,y,.V.,72'��rt','a��Y+...:7�` 1�t�js'`.;..<�r t, �aK} s>S`"' r, ': A.., -iCf.... v ,;,.rL4.,.`y 4 k•F.ti M Lf♦ r •Y s f t!1� t't'k�l li ,�r`''� .3,,,.;'.r•I'� ' ,:t 'F'1� fix• jy y��aYi3'L'i'��.•.!f i• t nt`�L �••� � f.�'^ � • 7T� � �, f' �` `q� f, t 12cC}�5�,�,�[� �r. .��, t �`i,.�'•Az� _ D�,„�y� �5a-.�' _ . MN '�� •k_ 16j"'dy�� _ i� y�j:af..•% ��iC.S�sI. ' �4:i:"SG+�i'-`. tt�C!��•ti�t 'ICE Y fi.I {•.' •� ' i1-`•' t-i-,.;': -0- •may, T� a 777 -1Z. .' �' ' ire �.� ;::+i `Fyn '::: - } , �^ :, .}i � �• � -.•t ., rS `yIr v-. .. i .'�5 'g•.' :' �F•.f:i•�'�' `_� c.'.I :tip ;Jr ` .�`U�'., ! ,.:! ''�3'y76"�]'.T'f=..4 i., t, ~��• }, . 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Yet:.`:... y '•c '.r�iz+`�' i\: _ •t,-: �.a..-;.,. mot: ;z` - pit _ -':�,: '��>7>.�t�3•._.s,...iet::-. �1 /.'/ 'Ri �' .,/C.fj:��'�1. .1' •-�,. - '4�'::ZI':�.,,.• :lJt-`,fit., `.'y -•� :•,Y� r•C•, wJ,.� L., hi - - :_'.�!• ,fi. :Ji�:•M��`.�`'ifr.73�N{�'��y�'y^ra e`;'I' _�5:. ,.��- .� /� �4''�' /_-_1^ � _ � � �,Jy. � -•'r a-.�„_ -•-.�` �ti .v. !I rr - k�r.+ j ��'�` e: .e4i f •'•1 -r*y=,:j; � •'.� ��+ Y. ice., - '-'�cs'-. ��"�fit:-•! "'t�� \`':ra „' ` _.�;�:n-,� � � �-/ - ---___ c .4. - _ I e `A _ - •I r• ='L •:ram:'. - `�r}'r�� mil \' Il J •1 i Y-} .•'Ya' Y ' I I u O O 'k I I 't V a— - 4 / S Ix !: .J .a'= s •r. r tianure from Pits PSti'CD ] LIVESTOCK WASTE SAMPLING, ANALYSIS, AND CALCULATION OF LAND APPLICATION RATES I . SAMPLE COLLECTION A. Liquid Manure Slurry 1 . Under-slotted-floor pit a. Use a length of 112" conduit open on one end and that can be easily sealed on the other end (e.g. , by placing one's thumb over -the end of the conduit) . b. With both ends of the conduit open, extend it into the manure to the pit floor. c. Seal the upper end of the conduit .trapping the manure that has entered the lower end, remove and empty into a bucket or container. c. Collect samples from at least 5 locations or at least enough for a total of 1 quart of slurry. e. Thoroughly mix this slurry and empty approximately 1/2 pint into sample container. 2. Exterior storage basin or tank a. Make sure the manure has been well mixed or homogenized with a liquid manure chopper-agitator pump or propeller agitator. b. Take samples from approximately 5 locations in the pit, from the agitator pump, or from the manure spreader and place_ in a bucket. c. '. Thoroughly mix and empty 112 pint into sample container. II . SAMPLE PREPARATION AND TRANSFER • A. Place the sample for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which should be forwarded along with the sample. PSWCD 1 1 . Address: N. C. Department of Agriculture -Plant Analysis Lab — Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell F. Request that as a minimum the following analyses be performed: 1 . Total nitrogen (TKN) 2. Ammonia nitrogen (NH N) 3. Total phosphorus .(P 4. Potassium 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA: include trace minerals. PSWCD 2 F. Request that as a minimum the following analyses be performed: 1 . Total nitrogen (T KN) �. 2. Ammonia nitrogen Mi N) 3. Total phosphorus 4. Potassium (K) 5. Dry litter samples should also include a total solids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include trace minerals. Layoon,'Liquid PSWCD 2 I . SAMPLE COLLECTION B. Lagoon Liquid I . Collect approximately 112 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (112 pint or less) on the end of a 10-15 foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. c. Brush away any floating scum or debris so it is not collected with sample. d. Submerge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place into a bucket, thoroughly mix, and empty 1 pint into sample container. 3. From a multi-stage lagoon system collect sample from lagoon that is going to be irrigated from. II. SAMPLE PREPARATION AND TRANSFER A. Place the sample for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated -in any other way. Dry litter may also be placed in sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of $:4 per sample which should be forwarded along with the sample. I . Address: N. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 133-2655 ",ttn: Dr. 10'a Campbell Ap liw i tT{. �rrkR:aL: i5 1J r r'�•Y •..,. •is �. Y•, .��, � II... ... TEL YE •a r'••�7i}_�Ain'{{ � �i. .:'�.' §�'' ��, f.:}� '"'� '' .3 " *♦ram m t*" r Etx a7 •ry1 OR ■_Yrn17 Li+C It lu r ti i'�'7�is �+1i'' � "l� x•r s. ;�' ,• , •r�fIT Irv, . .yr _ '^� q. � �44p'}`.ti b-.yam>''•�4�ti'�.`'�uyji>� `,+'i+Si1 �v A 4 fd' 7 �•:'.. 'fc'. �.• • KF'4+rf,��, +n1''i!:v.�' Yam,. lin Lul 49 12u U" • uu r c au u" Lw iw N un L. Lau S. lux 1." u u , um UIA .3 ULf 3o Lw Liu Lul Lm Lm uAL • un vu • tu, L Lm Liu Lm uu ua f, i2ki uu ua Liu h-4jjp L"L sJe 0 Lau 1.3 ull LIK. Lul you I-w Lk" uA Im A, Du ll� LM IA EL F LIL DA ila .3 Ilu ol ilu LM WAASAW I Du -1 %. = um Im fi, im P. L am uji wj Liu LLm- J jnd jj 6L LW .y Lyn Lim -7 mj It uj2 0 KDC4NSyW :m Im Im LIA LLU j, Litt7. LLw LBd Lf Lta LKj uA mu 1w L121 im lul Lai un 1. p 4 U.2 13 Luuwgz tlu - lul Im um ul Lw ,5 e. muuL 4-1 lw 114 -%I A 4 uu v rator:John' Edwards #1 County: Duplin Date: 02/26/93 /,�'a o t -e to nearest residence (other than owner): 200 0 feet STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 The 2880 head (finishing only) x 136 lbs. = 388800 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. — 0 lbs TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 388'800 cubic feet STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume 0.0 cubic feet ; "Owner requests no sludge storage. Sludge will be, removed as needed." TOTAL DESIGN VOLUME Inside top length 340.0 feet Inside top width 235.0 feet Top of dike at elevation 48.0 feet Freeboard 1.0 feet ; Side slopes 2.5 1 (Inside lagoon) Total design lagoon liquid level at elevation 47.0 feet Bottom of lagoon elevation 38.0 feet Seasonal high water table elevation 43.0 feet Total design volume using prismoidal formula SS/END1 SS/EN02 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH. 2.5 2.5 2.5 2.5 335.0 230.0 9.0 AREA OF TOP LENGTH * WIDTH = 335.0 230.0 77050.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 290.0 185.0 53650.0 (AREA OF'BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 312.5 207.6 259375.0 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 77050.0 259375.0 53650.0 1.5 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 585113 CU. FT. TEMPORARYrSTORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 340.0 235.0 79900.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 79900.0 square feet Design temporary storage period to be 180 days. Volume of waste produced Approximate daily production of manure in CF/LB SSLW 0.00136 Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days Volume = 94947 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 Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 46608.3 cubic feet i Volume of 25 year — 24 hour storm Volume = 7.5 inches / 12 inches per foot DA '+� Volume = 49937.5 cubic feet i TOTAL REQUIRED TEMPORARY STORAGE 5A. 94947 cubic feet l� 5B. 0 cubic feet 5C. 46608 cubic feet 5D. 49938 cubic feet TOTAL 191493 cubic feet SUMMARY Total required volume 580293 cubic feet Total design volume avail. 585113 cubic feet Min. req. treatment volume plus sludge accumulation 388800 cubic feet At elev. 44.3 feet ; Volume is 387211 cubic feet (end pumping) Total design volume less 25yr-24hr storm is ' 535175 cubic feet At elev. 46.2 feet ; Volume is 524372 cubic feet (start pumping) Seasonal high water table elevation 43.0 feet DESIGNED BY: 3d ` 4� � � APPROVED BY: M E- Sti_ / q "V DATE: DATE: 3/J Z31 !3 SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 1I �g� SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS Clearing: All trees and brush shall be removed from the construction area before any excavating or fill is started. Stumps will be removed within the area of the foundation of the embankment and fill areas and all excavated areas. All stumps and roots exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be made of all debris. The foundation area shall be loosened thoroughly before placement of embankment material. Cut—off Trench: A cut—off trench (when specified) shall be installed as shown in the plans. Construction: Construction of excavated and earthfill areas shall be performed to the neat lines and grades as.-planned. Deviations from this will require prior approval of the SCS. Earthfili shall not be placed in standing water and reasonable compaction of the fills shall be performed by the construction equipment or sheeps—foot roller during placement. The embankment of the lagoon shall be installed using the more impervious materials. Construction of fill heights shall include, ten (10) percent for settlement. To protect against seepage, when areas of unsuitable material are encountered, they will need to be excavated a minimum of one (1) foot below grade and backfilled and compacted with a suitable material (ie—CL,SC,CH). Refer to the soils investigation information in the plans for special considerations. Precautions should be taken during construction to prevent excessive erosion and sedimentation. Vegetation: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construction. SEEDING RECOMMENDATIONS AREA TO BE SEEDED: 2.5 ACRES USE THE SEED MIXTURE INDICATED: 0 LBS. FESCUE GRASS @ 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 30 2.4- LBS. HULLED BERMUDA GRASS @ 8 LBS./AC. (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FORFESCUE) 0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY 'VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 5 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. MAR 2 8 2019 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON vvamrCluality BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 `'91inre-10peraVansSerfra LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. OPERATION AND MAINTENANCE PLAN This lagoon is designed for waste treatment with minimum odor control. The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations, and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre— charged to 1/2 its capacity to prevent excessive odors during start—up. Pre—charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump—out of the lagoon when fluid level reaches eleva— tion 46.2 as marked by permanent markers:. Stop pump—out when the fluid level reaches elevation 44.3 orjbefore fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ— mental Management, has the responsibility for enforcing this law. ,TH CAROLINA ($hers 11) (Sheet 12) per" 1 br �. Gl� Rn Gc I t ��c �/�J)Kt kp G+ L'�}j r• `i �'. •A~ \�s •I k Gf Lb r! Pe ,1L LpI l.;l.- .K^. Ng ppp Gc '' ,Thi .>' f. .pL.• ,u `11 Nc a Ge Lcr '-�• Lf f - h,• r LP R Gd LP �a ; ,'. 1 I Ir ,x ' ,i•. iF.rti,.rF;� �," :T LI lP'. Gd - , .% spy �✓' `ale f Gf M( `�Dc r.- " �� Na �.�+•',+ Nc �� •, i}; :• �'" �rx 4 1 Lb 1, Lb r. _ o};"�C{•` •I,�.:�'lP G �,^,�. r�,x'f?ri,�(i��...4,� ,i !P� + t CY LP air +M CP De •.�'...� y,x' 1 �, �� Z NB :F 'a ;r,:� `� Y'•. ��• Dd LP /• �' t�k'.• ::e•Y � •�l'jnrn�ri}�.�, ty�.��'+,fit,-; � ta,y��' �'+'✓1r Ra .x '" '� 'r. Gc /• !; 4 t'�.,,}�•, "'cY �.(F� :$ 'ayr"•y;rT`:.',7• �t:,��:�:•l \ '}i` 1�' • `r� i. ,�'. 'lw'.t <� L�iF'>'�„vt�• �' av, •'�- � ` �..0 'i�F'� r c� Y�j` �. Y/�:c�t�f• Y'.4��,rt+�'.r�r� � + +.��., Na , b L ` .�•,. •f s. ,�K�{';ti -;'�:. �.. 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Uc Gd f*SIB, -a• LP :h �'t� •`�`' I .. 1�., - „, r' `fit ct.•f+ y Q ,a _wry' I { �... ., r� •., ya"��: ! 1 ' CLic !s u ^�. � t .w.. •_s '� _.�,y ,i ,_dam ,ri R Y+� •!`. +'�,- '` `[- ` � 1 •'� 'i i. f�a :'?' .., � l}:- t'A.. � t: J ..i •k',� Y. •G�' Gc 1 •� '`'r ti ,f{• 1':�.��tl+.' •! ,c „3 '� 'i�• sue• D 0 5000 feet r. ... ....... • .... ...... .......... .......... - ----------- ........... --- ---------------- L 10 -NJ Ul I Ll 1 IT a O Iy 11 r=j lvv I 1-7 it mi ki Orientation: -45.0 Z Magnification: �.1 Inclination: 20.0 . y� f 52.00 50.00 ti 48.00 .. y 5 • 44.00 4 42.00 5 40.00 w.00 36.00 � a Lower Left 3D Mesh Surface 3D Mesh Surface Proposed Project: John Edwards #2 Drawing: Farm 1 Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: GOt ^^BORO HOG FARM using SITEWORK Date: 03/03/93 Time: 10:27:50 Daylight Perimeter mo {� 45.50 A 0 .•00"-- = op i ng area .00 J��= 4 �00 � I 47.30 - ,�d`�s"•.,.,,,4y'" Slop g a 46.00lip ff ,4it' , - .. -111 -'••- ':�'� _err S1hrP;n are 2 I --------- 46.00 :. r ' F-y" 1' . .i 40 _ - :...- 8� _...-._ _ ..---.... . .,:•:,,; '� _ 1� area _ . Y I�l ,1 0 r 00 47.00 IT 'I 1'I Report: Plan View Cross-section Locations Project: John Edwards #2 Drawing: Farm 1 Surface: Proposed .. r Prepared by: GOLDSBORO HOG FARM us° SITEWORK Date: 03/03/93 Time: 09:5E i6o Scale' 80 ft/in ` v Daylight Perimeter 50 0 _I;, 38.i�f'. oiling area ,00 4i.00 - 47.3�j ;;t+iii F3 ... :. . _1 c.a slop g �I ' - -',_,:. �l;gpIn are 2I'll . I ' 38.00 I ' _ I , I t'YI I I • ' _- I _ 46.00 .00 area 6 oo 'y'I ' ' '4 � ' 'I,.ur;.;.: II'1.''A ni•`i'.ti�1�'f`� A.'}'G �J"'I •• S _,,.__ .10 I ' 7.3a .. III ._-_...:-• - ' I I 0 by S '•'C-I:i ;Ir 47.00 IS I•'S ..TO a Report: Plan View Cross-section Locations Project: John Edwards #2 Drawing: Farm. 1 Surface: Proposed --1 Prepared by: GOLDSBORO HOG FARM using SITEWORK Date: 03/03/93 Time: 10:12• 7`1 80 160 Scale: 80 ftiin J Total Volumes Grid cell size: 4.00 by 4.00 Original drawing scale: 50. 00 ft/in ---------------------------------------------- ---------------------------------------------- Project: John Edwards #2 Drawing: Farm 1 Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: ---------------------------------------------- ---------------------------------------------- Prepared by: GOLDSBORO HOG FARM using SITEWORK Date: 03/03/93 Time: 10:25:04 ---------------------------------------------- ---------------------------------------------- Final surface: Proposed Initial surface: Existing Tight Volumes Expansion Expanded Volumes Cut 19513 .56 0.00 19513 .56 Fill 9585 .08 25.00 11981.35 Difference 9928.48 Net Export 7532.21 1 volumes are in cubic yards. i -------_--s Site Balance Report Grid cell size: 4.00 by 4.00 Original drawing scale: 50.00 ft/in Project: John Edwards #2 Drawing: Farm 1 Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: GOLDSBORO HOG FARM using SITEWORK Date: 03/03/93 Time: 10:26:06 Final surface: Proposed Initial surface: Existing There are no "Proposed" structures. Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0. 00 Balancing to 0.0 +/- 10.0 cubic yards delta Cut Fill Cut - Fill 0.000 19513.56 11981.35 7532.21 0.999 16790.85 17990.77 -1199.92 0.861 17158.80 17157.37 1.43 1 Raise "Proposed" by 0.861 feet. i MA2 OR=1 & IRRIGATION, INC. Animal Waste Irrigation Plan Certification Please Circle One. Existing New ER="ed r--teml Information „>of Farm: r Facility No: Owner(s)Name: Phone No:�.�lo��C7—YY 8 j Mailing Address: P.6 S Farm Location. County Farm is located in: Latitude and Longitude: / Integrator.6-o 4i�6-orn fx.1Z,r►-a a Please attach a copy of a cotmry road map with locmon iomdfied and described below(Be specific: road names, daecrians, ileposts, etc.) 0 pration Descrirafion: Type of Swine No. Of Animals Type of Poultry Na Of Animals Type of Ca=L- Na Of Animals ❑ W to Feeder ❑Lroff _ ❑Dairy mda to F'mish 5 7 /O ❑Funas ❑Beef -- ❑ Farrow to Wean ❑ Farrow to Feed= ❑ Farm to Fmish ❑ Gilts Otiae Type of Livestock . — Nmaber of Animals. U soars♦ t •ivrJ`:ti�.'••••S.s4. 4�•z' •t:•`•.,::4 •.� .ac;. �: p Available for Application: Required Acreage: 1,._ fiber ofEagoons/Storage Ponds: Total Capacity:- - Cubic Feet-(fl) Are surfaae•drains present of the farm:YES c r NO (Please circle one) If YES:are subsurface drains preset in the eats of the LAGOON or SPRAY FIELD (please chmic one) Owner/Manager Agreement I(we)verify that all the above information is con-cd and will be updated upon changing. I (we) understand the operation and maintenance procedures estab�m the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities well require a new certification to be submitted to the Division of Environmental Management bekre the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state ether directly through•a man-made conveyance or from a st=event less severe than the 25 year, 24 hour storm and there mast not be run-off from the application of anal waste- I(we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a tech Teal specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written notification to DEM or a new certification(if the approved plan is c within 60 days of a title transfer. Name of Land Owner. C --- .ature: _ Date: 3 Name of Manager(if diff==from owner): Ste: ___. Date: IPS Pressure-Rated SDR-13.5(315 PSI) .- ,1 - -, PVC Pipe SDR-41(100 PSI) SPECIFICATIONS DATA PRODUCT DESCRIPTION PHYSICAL PROPERTIES Diamond IPS pressure-rated PVC pipe (2" PROPERTIES OF PVC 12454-8 (1120) through 12") is made of compounds conforming Property ASTM Minimum to material requirements of ASTM D2241 in Test accordance with ASTM D1784. The pipe sizes Specific Gravity D 792 1.40 (4" through 12") are made with an integral Tensile Strength, psi D 638 7,000 bell which utilizes a gasket for sealing in accordance with the requirements of ASTM Tensile Modulus, psi D 638 400,000 F477. Integral sockets for solvent cementing IZOD Impact Strength, D 256 .65 meet the requirements set forth in ASTM ft., lb./in. D2672. R� Diamond IPS pressure-rated PVC pipe meets all the dimensional, chemical, and physical CHEMICAL RESISTANCE ;,,� requirements as outlined in ASTM D2241. ASTM TEST 93.0% Sulfuric Acid, D 543 Each male end shall be beveled to facilitate 14 Days Flotation at joining and reference marked for assuring 55 + or -29 C proper depth of insertion. Diamond furnished Change in.Weight, % -0.1 + 5.0 lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0 Diamond IPS pressure-rated pipe is supplied in ASTM Oil No. 3, 30 Day 20-foot lengths. Immersion at 23° C Change in Weight, % - 1.0 to 1.0 I j ( Minimum I I Curvo Radii of Pipe iz 95>-,4 DIAMONDQ fl PLASTICS CORPORATION IPS IRRIGATION PIPE ASTM D2241 Stock Nominal 'Weight Outside Wall Inside Places Per Feet Per Feet Per• Plant Size Per 100 ft. Diameter Thickness Diameter Bundle Bundle _Truckload ff`" SDR - 41 100 PSI LM 9 " ?1=.A-10) 4 .500 .110 4 .280 63 1, 260 20, 160 M 6" =222.:•f>.0 6. 625 .162 6 .301 28/35/32/40 560/700/640/800 8,400 M 6" = 3.73 30!, 8. 625 .210 8 .205 15/10 300/200 4,400 M 10" ; '. •5.81: AOVJ.•kZ. 10.750 .262 10.226 12 240 2, 880 M 12" 619:.30,,W 12.750 .311 12 .128 6/8 120/160 2, 240 SDR - 32.5 125 PSI M 4" ..: 1`L7:iA7D 4.500 .138 4 .224 63 1, 260 20,160 M 6" u'^ 6.625 .204 6.217 28/35/32/40 560/700/640/800 8,400 M 8" •t'_r'::�r 8.625 .265 8 .095 15/10 300/200 4.400 M 10" 10.750 .331 10. 088 12 240 2, 880 M 12" , 12.750 .392 11 . 966 6/8 120/160 2,240 4- SDR - 26 160 PSI M 2-1 2.375 .091 2 .193 204 4, 080 65,280 I"� M 3" !'?; 3.500 .135 3 .230 86 1, 760 28, 160 M 4., 4 .500 .173 4.154 63 1,260 20,160 M 6-- 6.625 .255 6.115 28/35/32/40 560/700/640/800 8,400 M 8" r: 8.625 .332 7 .961 15/10 300/200 4 , 400 C M 10'. - 10.750 .413 9.924 12 240 2, 880 M 12" �, 12.750 .490 11.770 6/8 120/160 2.240 I4 SDR - 21 200 PSI M 2" "` 2.375 .113 2.149 204 4, 080 65,280 U. M 3" L.;;;.y • _ •,. 3.500 .'167 3 .166 88 1, 760 28,160 M 4 " ''`: 1 _ 4.500 .214 4.072 63 1,260 20,160 M 6" �:'� 6. 625 .316 5.993 28/35/32/40 560/700/640/800 8,400 M 8" l `w' 8. 625 .410 7 .805 15/10 300/200 4, 400 M 10" -0 .750 .511 9.728 12 240 2, 880 M 12" 'I 750 . 606 11.538 6/8 120/160 2,240 Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchase." Possession of this page of a price list does not constitute an offer to sell. *Freight regulations R/or.equipment may reduce maximum footage per truckload. All prices F.O.B. manufacturing location. L = normal stuck item at Lubbock,Texas M = normal stock item at Macon, Georgia Joints r•t-r i_luart of Lubricant (furnished) 4 " 85 6" 60 Additional Lubricant 8" 45 10" 35 12" 25 12 Qt . per case 15" 15 4 Gal . per case i3.9..00 gal.. 18^ 12 Ls: 21" 10 24 ' 8 5 2 INSTALLATION Table 4. DESCRIPTION OF EMgF:DS•1EVT MATERIAL CLASSIFICATtONS NOIL SOIL Dr-SCRIPTION Or Diamond Agricultural PVC Pipe should be assembled and GLANS TI'PF: MATERIAL CLAWIFIC.LT10% installed with uniform and continuous support from a firm Cl.,I soil,. ManufactureQ,ngYla.tranYl+r rn.lmlal.Ira I.I Irt_P_In 411 mn.,•,r;. base in accordance with the installation procedures provided I dleSmalenal,hair.xugY ll .groric+ner,-n..;N.hrJ.,•.r•.rr„.n•.:rn in ASTM D2321, and the Installation Guide for PVC Water rail!,lNrheQ,lag.°mJlr.,N rNJ ed,bell, 1, Clas II S.0'.. Gw well VWed to•el1+ 1 gravel Ism mururr,.Mlle m,.,I- 11tq., oar.I Pipe (a pocket-sized" edition is available from your •o.,,l h.........cd„n N„t I—Me"U :r ,o,mI M, rr.,r,e representative or from Diamond Plastics Corporation.) C.'"n (•r rr.,d,g,w1a g,..rh+ra yu.el..ro m1.,.ro,huk,.n,nM• v1...,n�,•„•.J e firs•,.rrumra „Ia.n.•J•.n N•�:In•�.•,ras.e on N..a ne.e M.,.11,an 914('Ic+n Embedment materials are to be in accordance with soil Sµ c1 g .•d„nJ, Ru.ell7.VYI hnkm n,he" Ili,.,in .n ;oJ .a,•• •v classifications Iisted under Unified Soil Classification r— on Pa ,H.,a,,;.r .,o,e lh-05%rcaia•J,m N.1 :111..r,r 1'I;u, System, ASTM D2487 and ASTM D2488. Sp I•,lo„ytr+ d. Jr"l,...rll,,+ndt.Will.an I,n. M„Ill,,%IK:.,I . I,ae n pu e1 Nn J n r MNe sun Y54 r m•J ran\n :1s1.In: I'I.an..,,,• Te assemble, clean mating surfaces of the bell, spigot, and "hl 'y °`'g,",th.el oiler ,No 21%] 9n., Ml,rr Ihm 11✓i,rta,neJ`nn No :1111, gIt,asket. Apply gasket lubricant (furnished by Diamond s Clayey +.,•I,.grx•r nJ mr.lYre ,1r¢„m•, ;.I,.. ..•Ira,....,,r:1.,n;.1 on No a I— More than MN+reamer!ran Nn :IIII,.+I. Plastics Corporation) to the entire spigot end up to the Sal S.I.y 1u,d,.,a"I .I.mnlYr Moil Ill-III?%of..0 1rr P,,.%.,a.i..•' reference mark. Also, apply lubricant to the contact surface mole h.in%rrl+,nrJ. No :1Y1 SC Clryry 1uWr..-A III,ol" ,r, M,Ye h-UK oI.nu„•Irwo.r,1,...r•.\.. I of the gasket. nr.r. More Than 511%trla,� on No 401—c ('la,.IV Su111 NIL Innrganrt .I",.cry Vine,.w,.nn�C n,,.,.,dy.,r.ay ry I.n.•..n.l. 1 gym I I.mli With the pipe in straight alignment, push the spigot into 5a49,1n,. 50%,,,enouPL e,No 2tlh,le•r. the bell u to the insertion line. If a bar is used to CL Ino grl+y•,f I••- o m 11Ym PWI1,11y,mra•H..1a,,.. W,•'."."".''" P PtY lean clay,. L q.od hmo 51K ur sly+n .r pa...•.N.. 'Ikl apply force, the pipe should be protected by placing a board .111 inn"Iron, .h...'u.•oY„nd,al..n,a •„Y.I,- _J,.,,,.I,.'h-, I.,y"•.1 between the bar and the pipe. hm1l grnlel Ih-5M •51M m"a pa,.r,K. ✓ (II Innq..cI.y,d high pl+u,.oy,fat clay. Lryunl lim,:g.rab•,lh-M✓i ..n n!pram,Nn 4X1 u..e If normal force does not complete the joint, disassemble the SYrI, 1L lhgamc 01.-d.ngmn 0.,,1+y,-11n pW1,,,ly Lxp+.J III, 'Ili Irv, joint and examine the parts to make tertian they are free of 51W.Y,In—pale,N ,.r•` n :IXIH I I..,e p�+'No MAI m aurll mhrghply Lyw l,m gr,•a,r,J ,l han 51✓S h✓t obstructions. Visually inspect the completed joint to insure I ••r gasket has not been dislodged. M l P! en.V and.the,highly..S-...1.11 SYJ,are a,Jeli"d in ASTM D 2JH7,elcept for Cl+x,I oeI.hnh r,def m.l In ASTM 0 2,A In arordutre m,I nSTM D 24/7.Ina Ill.5^a I—NY.200 1— D ••• In .or,l n a _b ASTM D 2ag7,•,ml, +oh 5%,,, 12% par mg No 2141.,.,.• !all In a MVJ.rhne elaud.c+onn Iha1�1 m,re ehu+cteruhe of CI-II Nan„f Clue III` Table 5. APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE OF COMPACTION VERSUS EMBEDMENT CLASS AND METIIOD The haunching area is most important to the support of OF PLACEMENT AS PERCENT OF STANDARD PROCTOR DENSITY OR RELATIVE DENSITY" PVC pipe. For good support, the haunching area should be FOR GRANULAR MATERIALS IN PARENTHESIS" compacted to the densities given In the Long Term CLASS OF EMBEDMENT 1 It III IV Deflection Chart. i Manufxturcd MATERIAL DESCRIPTION Granola S.W.W10-1 M,xcd•G-. r.m Graln Malcmis Suds•Clan Suds Smk Figure 2. Opuni=nKJI%IWe,Ontenl range 912 9•IH h.10 Ilmd%of dry wc.ghl I ICIYl110 ul.tr+,Oln SuJ('unwhdsam.MeN1aJ 4 ul R¢t1r UY Rclmlvcl Ucnuty Range „µ gatu�„ Glmpxt by slv.cr Larnpa 91.1 X1 95-IW V5.RX1 •H}I(Xl I.lamina f75.1001 ,80-IM) Ucnsly by p,lvbic N1.9S W95 40.95 75.•H) ��• nri n91a -- -._ nMauYy I(0•751 IfaD X01 call! .�nu uw�„ Cunsolldalc by vlluauun 110-95 IIP95 IfXI-751 (40L801 rl _ i� SMIY4 tal "It N00— HandLmp 61.8e 60.80 60-75 I(Iole)I— f36d01 Dunp 66g(1 E6110 60-W 50-75 : ":..:{•.•::•:•:• .:•:. -::• r� (5060) ' Relative dainty is nosed 1n pwmahext •• This able scuts as an approximate glandk derrnmg arcnge Proctor,knattes aluuted Ihsough yr s mahads dial coruoluLliLm 1n d+ffarns classed roll.The tabk is low kd 10 provide gutdancc aid 11 rot reran Wrldcd for deugn lase. Acllaal devgn value 0W.14 be dev 1opcd b r the engllaeer fm Ww,rc was Y spm rw mass! Caucnu. be fabricated in almost any configuration. Some epoxy coated fittings include stacks and hydrants as an integral part of the fitting . Occasionally it may be necessary to connect PVC plastic pipe to steel or CA pipe. This connection can be made with a coupling called a transition or repair coupling. In-line valves can be supplied with connections to gasket pipe. Thrust blocking is required for gasket pipe. Most thrust blocks will be concrete. Manufacturers recommended thrust blocks at any change in direction greater than 100 . Figure 1 gives an example of different arrangements for thrust block's . i Figure 1. Example of different arrangements for thrust blocks. -5- \\ ►i►�. •. h• .. w Figure 2. Anchorage blocks for in-line valves. — Table 1 is the forces encountered at end plugs . to calculate forces encountered at bends, tees and wyes, multiply the figure in Table 1 by the factors given in Table 2. Table 1. Thrust W at End Plugs Thrust in lbs . for test pressure in si Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI (inches) 1z 295 440 590 740 2 455 680 910 1140 21z 660 990 1320 ' 1650 3 985 1480 1970 2460 4 1820 2720 3630 4 540 6 3740 5600 7460 9350 8 6490 9740 13,000 1'6,200 10 10,650 16,000 21,300 26,600 12 15,150 22,700 30,200 37,800 14 20,600 30,800 41,100 51,400 16 26,600 39,800 53,100 66,400 v -6- jr IV I tF= Fv R 4-A q 5FIl POWER UNIT r� AIR RELIEF e VALVE PUMP DISCH o Val v-e TL r�rM� PUMP tOi1++�� b�•� TELESCOPING ASSEMBLY ,PVC PIPE PUMP STARTER — 10�- 20� -a- ti BIG_ -GUN° PERFORMANCE TABLES �. V m F5 y100 SERIES BIG GUNS — 24° TRAJECTORY 100 R RING NO NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE . 527 NOZZLE. .712 .768 .812 .857 .895 1 PSI GPM DIA GPM DIA GPM DIA 1 GPM DIA GPM DIA 6PM DIA GPM DIA 50 � 74 220 88 225 100 230 115 240 129 250 150 255 167 260 60 81 235 96 240 110 245 125 260 141 274 70 88 245 104 250 118 260 135 275 152 290 177 0 1 4 295 21B 3100 8p 94 265 111 265 90 99 265 117 275 134 285 154 295 173 310 201 315 224 325 100 105 270 1124 28g 142� 295 162 305 ^162 320 212 325 236 335 150,$ERIES BIG GUNS — 24° TRAJECTORY _150 R RING NOZZLES NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE .86 .77 1.06 I.IH GPM DIA 6Ph.3DIA 6Pli. DIA P5.I GPM' DIA GPM DIA ON • DIALl GPM 50 100. 245 130 . 265 165 285 Z0255 320 300 335 350 350 335 330 35 1 385 3b5 60 lI0 Z60143. 280 182 300 22Z770 I20 270 155- 290 197 310 24245 50 380 380 445 395 80 128 290 165 300 210 320 260 340 315 3 90 135 290 175 310 223 330 275 350 335 3B4 425 44p 500 44� 100 143 300 135 320 235 340 290 360 355 200 SERIES BIG GUNS — 27' TRAJECTORY 200 R RING NOZZLES NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE N1.53E 1.29 1.46 1.56 tS,6DIA 6PM,7DIA GPM DIA GPM DIA PSI GPM DIA GPM DIA GPM DIA 6P 50 230 325 300 355 350 370 410 370 470 405 35 420 695 455 60 250 340 330 370 385. 390 445 410 515 425 5 70 270 M 355 385 415= 405 480 425 555 440 30 455 755 470 80 475 60 290 370- 380- 400 445 420 515. A-40 590 455 6 90 90 310 380 405 415 475 435 545 455 625 470 715 485 855 505 100 325 390_ 425 . 425 .500 445 575 465 660 480 755 500 900 520 EYMBIT D-1 IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: S,4, County: Address: ,0 , cy GAY/Telephone: Date: ( /� G 7_ y g TA T XG75�- / �s TABLE 1 - Field Specifications Approxhnate Maximum - — —le -- mal uin Size Maximum Application Useab Field ofFleld2 Application per Irrigation Slope Rate3 C�cle3 m � Number (acres) 5oll``,Ty" (ln/hr) (inches) Coments u f 9, a F !,7 77 �— I ISee attached map. ZTotal field acreage minus required buffer areas. 311efer to N.C.Irrigation Guide,Field Office Technical Guide,Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used. MRCS, NC TUNE, 1996 IRRIGATION SYSTEM DESIGNER Name: �i,`LL 4 Company: A14` L' a, 16/i/ Address: $ �✓a�`a-c Phone: REQUIRED DOCUMENTATION The following details of design and materials must accompany all irrigation designs: 1. - A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. 4. Sources and/or cnlculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system. G. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance, N.C. Field Office Technical Guide, Section IV,Practice Code 430-DD. NOTE: A buffer strip ;�? feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 -Waste Not Discharged to Surface Waters. , Irrigatlon Parameters USDA-MRCS t7�'�ntrr 1995 page-5 North Carolina TABLE 4 - Irrigation System Specifications - ITraveling — - Solid Set Irrigation Gun —Irri ate Ion Flow Rale of Bprinkler(gpm) - Operating Pressure at Pump(psi)R 5 -- Design Precipitation ate(INhr) 3 - I • �s' I Hose Length(foot) I xxxxxXXX Type of Speed Compensation Oa(7 ( '( X)CXXxUCX Pump Tree(PTO,Engine,Electric) Pump Power Requirement( TABLE 5 - Thrust Block Specifications' Designer ma rovldo thrust block details on separate sheet. THRUST BLOCK LOCATION AREA (sq.ft.) 90'Bend l T y Deed End Tee � 1 'See USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD. R IrAgatlon Parameters dct158er 1995 paged USDA-NRC3 � North Car�'lna Olt { w � - ._ . r ;� S� /5� �. �r •� �`�.�e o, Gam, 7- of S� p< li'7�>">� I I FT'� ,;� Z s avyr;L- M I � 0 _ -7 gar SAC. TP _ �� L � � � gym _ P- 'r�o� � _ �� 7 F7 �� 5 /c/o ��3! l• z h, �F _ 1� — ;� o �� /�ot3;'Z) `�PA-c 502 z ( r-2,' e�>� S-� T.�-cry.v-� g5, q `7 I1 � ASO 17 /33 6'S� ly�L 511-11 i II �• I � j I � f�l ��_= s9;L Ijj 7x 7 ail � � � = • � xG< <$ = s%3Y �T �_ 7-4 AL OZ �� i � --� 42 A—(f� ley 30 Z". A iil is ICI iii ii HI II ;i HI c c cos—ac M'dyr MMRbitlgb /� �wa1n.gb�wY 'rJ / ❑ lFxtt-Mwy�YY 911 P W'JWnY01103tl Y 7Y4'f�' ope A YdnnggrJnWI5NMIB —MOIIIIYJ— l- 21YOS 3[HdYNO r t �9 I ,I 9 ATM S'it'll 7 � 1 Jals�-h_.Af! 7 —/+ 'OV 9!'M d131J kyHdS 1y101 f� i \\11 NOOOYI WOdA W � 8 • v NOpOY, �; s iy -- -. -- •- - SAY I' door or i ypaT I1 i r TABLE OF IRRIGATION LAMES Effective date as of 3106/01 Edwards Tract\B&M #2 HYDRANTS ACRES ET-1 5.54 ET-10 3.07 ET-11 4.29 ET-12 4.16 ET-13 3.52 ET-14 5.52 ET-15 5.38 ET-16 5.49 ET-3 4.65 ET-4 3.72 ET-5 3.05 ET-6 2.37 ET-7 4.79 ET-8 3 ET-9 1.31 Total Acres 59.86 Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead Swine production Vegetative or wooded buffers; 0 Recommended best management practices; ® Good judgment and common sense Animal body surfaces • Dirty manure-covered animals A Dry floors Floor surfaces • Wet manure-covered floors ® Slotted floors; Al Waterers located over slotted floors; ❑ Feeders at high end of solid floors; ❑ Scrape manure buildup from floors; ❑ Underfloor ventilation for drying Manure collection pits • Urine; ❑ Frequent manure removal by flush,pit recharge, • Partial microbial decomposition or scrape; Cl Underfloor ventilation Ventilation exhaust fans • Volatile gases; 0 Fan maintenance; Dust IR Efficient air movement Indoor surfaces a Dust A Waslidown between groups of animals; _ `-- M Feed additives; ❑ Feeder covers; r i9 Feed delivery downspout extenders to feeder ce+�ers Flush tanks • Agitation of recycled lagoon ❑ Flush tank covers; liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with anti-siphon vents Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon 10 Extend recharge lines to near bottom of pits liquid while pits are filling with anti-siphon vents Lift stations A Agitation during sump tank ❑ Sump tank covers filling and drawdown Aeitation durine wastewater n n,,.. ,..,,. + Site Specific Practices Cause BMPs to Minimize Odor Source a Extend discharge point of pipes underneath wastewater End of drainpipes at Agitation during lagoon liquid level lagoon conveyance Volatile gas emissions; 0 Proper lagoon liquid capacity; Lagoon surfaces procedures; Biological mixing; � Correct lagoon startup p Agitation .® Minimum surface area-to-volume ratio; F1 Minimum agitation.when.pumping; O Mechanical aeration; O Proven biological additives _ er irrigate on dry days with little or no wind; irrigation sprinkler • High pressure agitation; nozzles • Wind drill of Minimum recommended operating pressure; ® Pump intake near lagoon liquid surface; O Pump from second-stage lagoon • Partial microbial decomposition; O Bottom or midlevel loading; Storage tank or basin ❑ Tank covers; surface • Mixing while filling; • Agitation when emptying ❑ Basin surface mats of solids; [I Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level; • Mixing while tilling; Agitation when emptying O Remove settled solids regularly Agitation when spreading; O Soil injection of slurry/sludges; Manure,slurry or sludge g spreader outlets Volatile gas emissions O Wash residual manure from spreader after use; p Proven biological additives or oxidants Uncovered manure, 0 Volatile gas emissions while O Soil injection of slurry/sludges slurry or sludge on Feld drying O Soil incorporation within 48 hrs.; surfaces O Spread in thin uniform layers for rapid drying; ❑ Proven biological additives or oxidants Dead animals Carcass decomposition CK Proper disposition of carcasses Dead animal disposal Carcass decomposition O Complete covering of carcasses in bur�plts O Proper location/construction of disposal pits - ---._..I,ti.,.. pre BMPs to Minimize Odor Site Specific Practices Source Cause Grade and landscape such that water drains Standing water around • Improper.drainage; 03 ' away from facilities facilities . Microbial decomposition of organic matter Manure tracked onto • Poorly maintained access roads Farm access road maintenance public roads from farm access Available From: Additional Information: NCSU,County Extension Center Swine Manure management; 0200 RuleBMP Packet EBAE Fact Sheet NCSU-BAE Swine Production Farm Potential Odor Sources and Remedies; NCSU-BAE Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-Swine Extension Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc Environmental Assurance Program.; NPPC Manual NCSU Agri Communications Options for Managing Odor; a report from the Swine Odor Task Force P Florida Coo erative Extension Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings • r n r = D M e� 0 L Insect Control Checklist for Animal Operations BMPs to Control Insects Site Specific Practices Source Cause . Liquid Systems ed Flush Gutters • Accumulation of solids Cl suf c ently to remove accumulated h system is designed and tsolids from gutters as designed. 0 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. • Deca in vegetation gy Maintain vegetative control along banks of Excessive Vegetative y g g lagoons and other impoundments to prevent Growth accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feed Spillage 0 Design,operate and maintain feed systems(e.g., Feeders bunkers and troughs)to minimize the accumulation of decaying wastage: H Clean up spillage on a,routine basis(e.g.,7- 10 day interval during summer; 15-30 day interval — during winter). —� Feed Storage Accumulations of feed residues l7 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 products). 17 Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Source Cause BMPs to Control Insects• Site Specific Practices ' Animal Holding Areas • Accumulations of animal wastes D Eliminate low-areas that trap moisture along and feed wastage fences 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 Systems day interval during summer, 15-30 day interval during winter)wherb manure is loaded for land application or disposal. O Provide for adequate drainage around manure stockpiles. O inspect for and 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. Mortality Management Methods (check which method(s) are being implemented) ❑ Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial must be at least 300 feet from any flowing stream or public body of water. Rendering at a rendering plant licensed under G.S. 106-168.7 ❑ Complete incineration ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) i December 18, 1996 Sheetl IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: John Edwards County: Duplin Address: P.O. Box 432 Mount Olive, NC 28365 Date: August 24,1999 Telephone: (919) 658-5903 Table 1 -Field Specifications Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle Number (acres) Soil Type Slope % Crop(s) T1675-Fl 11.5 Ra <2 (In/hr (inches) Comments Fescue Hay 0.4 1 T1675-F2 6.5 AuB <2 Bermuda Hay/Small Grain Hay 0.6 1 T1675-F3 8.5 AuB <2 Bermuda Hay/mall Grain Hay 0.6 1 T1675-F4 6.5 AuB <2 Bermuda Hay/Small Grain Hay 0.6 1 T1675-F5 5.6 AuB <2 Bermuda Hay/Small Grain Hay 0.6 1 T1675-F6 13.5 AuB <2 Bermuda Hay/Small Grain Hay 0.6 1 Sheet2 TABLE 2-Travelling Irrigallon Gun Settings Maks, Model and Type of ul meet: Long reel model#1586 wl N919on 150 Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operetlnig and Speed Rate EffiectiVe Effective Diameter Diameter Pressure Pressure Arc Hydrant No. ftlmin Inlhr. Width ft. Len ttM3M Inches) Sit Gun si at reel si Pattern Comments ,Acres Par ul1 F1-H t 4,00 0.38 285 18b1.28 Bb eg 330 to F7-H 2 4.09 0.38 250 30b1.26 ao 2.7a F1-H 3 4.09 0.38 289 4401. 83 334 . 76 90 8s 330 4.46 F2-Hyd 4 2.73 0.38 288 62.0 320 1.26 a0 65 330 F3-H d 8 2.73 0.38 288 780 320 1.28 5.53 14-Hyd 8 3:27 0.38 219 140 320 1.28 so 6a 20 1.53 F6-Hyd 7A 5.4812.73 0.38 1801285 1001300 3 00 i 20 05 1,64 85 iear330 3.91 FS- 0.3 iB 5.48 8 200 180 3.20 1.26 so a5 184 Pa.HYd a 5.46 0.38 235 300 320 1.24 50 65 1.BQ FB-kiyd 8 3.27lF.79 0.38 2001285 3401160 320 US 50 180 2.49 FS- 10 2.73 0.30 286 g30 5 22l�J330 3.98 S20 1.28 50 05 330 5.54 il.t)b 0.00 0,00 0.0Q 0,00 0.00 0.00 0.00 0.oa 0.00 0.00 0.0Q 0.00 0.00 0.00 0.00 TOTAL 41.53 SII ''his Narrative of irrigation design is for the S Prior to 1995 existing system Ystem�peratlon reason,the and the fields and equi been acrQa9es cal -and hydrants shown►n thisbeing used on t - using the this plan design his farm. T winterization equipment Shp are wetted gn were ins fie his farm w the Irri prpcedures• n for years acres for prior to as sited irrigation dealer. If there are and is familiar with sfa an existing System,1995. For The systems be waike questions!n this regard in fhe up. mainte �, The this should fut non and grower has d periodically while o re, they should be Aerating to chef referred to k for leaks or other problems Sheet2 TABLE 2 -Travelling Irrigation Gun Settings Make, Model and Type o Ef q iu mp ent: Long reel model# 1560 W/Nelson 150 -�----- Field No. Travel Application and Speed TRAVEL LANE Wetted H drant No. Rate Effective Effective Nozzle Operating (ft/min Diameter 9 Operating (in/hr.) Width ft. Diameter Pressure F1-Hyd 1 4 09 ( ) Len th(ft) feet ( Pressure F1 -Hyd 2 4.09 D•38 285 ) Inches) at Gun gj ACC 0.38 180 32o P at reel( si Pattern Comments - F1 -Hyd 3 250 300 1.26 50 Acres er 4.09 0.38 320 126 65 330 pull F2-Hyd 4 2.73 285 440 SD 85 2.76 F3-Hyd 5 0.38 288 320 1.26 330 2.73 620 320 50 65 3.19 F4-Hyd 6 0.38 288 1.26 50 330 4.46 3.27 0.38 780 320 65 330 F5-Hyd 7A 5.46/2.73 219 140 1.26 50 5.47 0.38 320 1.26 65 330 F5-Hyd 7B 160/285 100/300 50 65 6.53 5.46 0.38 320 1.26 225 F6-Hyd 8 5.46 200 160 50 1.64 0.38 235 320 1.26 50 65 180/330 3.91 F6-Hyd 9 3.27/2.73 0.38 300 320 65 F6-Hyd 10 200/285 1.26 50 180 1.60 2.73 310/180 0.38 288 320 1.26 65 180 630 320 126 50 65 225/330 2.49 50 65 3.96 330 5.54 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL 0.00 41.55 Sheet5 IRRIGATIONter. SYSTEM DESIGNER �� 0 ti - <�`• Name: Micah Kevin Weston, CID Co �. ,�.,,, ,;,� `•:;::`:.••..,; mpany: Private ry l. n Address: 237 A.I. Taylor R LL U Y d., Richland , NC Y.:�Sy:'. ;,:: f Phone: (910)324-3044 s 28574 Required Documentation The following details of design and materials must accompany irrigation P Y all Irrigation designs: 1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust bloc 2. Assumptions and computations for determining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. k locations and buffer areas where applicable. 4. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations 6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s). 7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER required in the system 8. The information required by this form are the minimum requirements. It is the responsibility of the designer address them as a ER CONVEYANCE. appropriate, g er to consider all relevant factors at a 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of Particular site and the designer. NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigations s perennial streams and surface waters per NC Statutes. Y tem and all Sheet6 Narrative of Irrigation System Operation This design is for the existin prior to 1995 9 system and e and the fields and qujpment bein reason, the acres hydrants shown in this design on this farm, been acreages calculated in this This farm was sited using the equipment shown for plan are wetted gn were installed prior to 1995. winterization procedures. If there are years and is fa acres,for an existing For this the irrigation familiar with start u 9 system. The grower has g dealer. questions in this re p, maintenance, and The system should be regard in the future walked periodical) they should be referred to Y while operating to check for leaks or other problems. -- ... = . A ^+DHN �DwarD ,fit s I`A sa LAI FIFL _ HYDtnf+r—. 14CRkS Ae Al 7 ,�. � � ,� �ter,--r• ��,r ,_. - .� 3 5 �,S3 IF Ll r G - t o r r• ;a To rAL Ac 1 7 IM fo Q 1 5 E rc ;�•. _ } c� _ - s .:.;. air=•. S z q,. X54 I GeaEa �Y'0 I_ti AW ,,�� _ i+1v. •• l{t� I{ ?y, • Le .. =.1 ��"K`"' +3y N'++titiW:_ %ice'.,��"inJ�-^fir... _SL`j;�•e+ - e^� �-. _ 'S: I: .:t '�µr C+a a:' ,,.-�}_i'r,. -4`rr.T '• t n ,.5 ^tin:. _ f{: -1"'L,f'.-.:til,';.,.. '{ .r` '_ s _YET oi>• 51 Z 34 .r k 2 `'' iS~i!v 1•r �' S -rye. i,�-y'4'9iL"r 6 �{ R..r -� ! �^Y - � ��,!-�''Y•t 6 .r - fr i .ems - �a .•�. j �Le -_ _- - '{'^ `.�;=- i� i '`' - ;,.,- " Yaksa�'a'-:-3"y_ : r:'rl.�.". .5rkv ;.�?Ct.� +•'^e: "`71t,�"`"iy :a.:.Jf: ..fix' .a'_ .k i+''�• ;` - '.{•;:;c,r.. .;k A._'��.•'.i?-}'iF:' _ -•+yFs„L-35�',1;�:-� _ i�'• _ .i" - Y`• �•• -y::, .,,� :".O• I/`• : rr r: 13 j.ry-. �_.r�4•. Z'L� � � r ..._ ... .. � •i � ....:.r.ic''•;• .mot ��» ,1iL _..,,.... .�:...•c• - _ :dam;'-..a''=:r � f. - �•- x is - J y �-f:= I �'1 i�. `a''•,� ti^``".:r`�..;r:• '�r `�. 'v`�: k•:Y;•�rx.��'". S. p 3 ` •:T'�'�',':.._ICY-) ).•, Y,:. '."rs- Y:-.Y^•i vl a-� } .;,.-s.o-�'e:', i': S" f: - .'�• - -+�,t:=':,�1 t0% ,.>•�:.R!a.�, / 1+ :�_: .`..u-...fit....:i w„_.i3'-.::1^'-:. _ ..c'•r�C.,�.:�..ai"+-� '�"��'q r,., - fc 10 V11 At r , !,>..' '',- ':'->•K:t;rr;< _ ?:• - :, yr~ - - k� 71p BIG GUN® PERFO x_ A. -r s :: CF TABLES 100`:SERIES ' :. :..:w BIG GUN �.:5-._�t•-.,.' ... ..._ . S — 24 TRAJECTORY** - - 100 T TAPER ! ._j• ,ter;.; ::.:;_.;�•: _; ,, BORE NOZZLES U.S. UNITS j; Nozzle .zz Nozzle Nozzle Nozzle ;::i. - P.S.I. I GPM •35' 6' .65' "-Noule Nozzle •Nozzle. DIA. I GPM DIA.- GPM DIA. GPM DIA. GPM 7 DIA. .75' .8• Nozzle Nozzle�~ `w 47 GPM DIA. I GPM DIA. GPM.85" 1.0" 191, 57 202'. 66 213' 78 222' 91 230' DIA. I GPM 91. DIA. GPM 50 50 205' 64 215' 74 225'. 87 103 240' 118 250' 134 DIA. 215' •89 235' 100 245' 115 256' 1 130 265' 13 256' t52 26Z 60 ss 70 60 227' 81 240' 96 250' 110 260, 126 273' 165 280''•• '��'- 225' 75 238' 88 250' 103 263' 120 270' 143 280, 164 2B8• 20a 300, 80 64 235' 79 248' 275' 136 263' t55 182 295' 224 =�.-. 9068 24_ 94 260' 110 273' 128 285' 295' 177 302' 197 376' 5' 83 258' 100 270' 117 283' 135 295• 146 295' 165 305, 189 314' 210 310' 2a3 338' 100 87 268' 106 280' 123 155 306' 175 315' 201 325' 25a 354' i�4 110 76 �• 92 293' 143 305, 163 326' 223 278' 717 290' 729 303' 316' 185 325' 212 274 362' ' 150 336' _r�nYallabye;only wt111'F100 h SR100. 315' 171 324' 795 2'S ` 289 ->> 7= 335' 222 344 2_7 372' i 355' 304 380, RNN : �UNlTSZZLE .ls�. . F� '?c ,,.'•"::i'; Rin _ -:4-:;_w:.:_ :7c r •g: �... 9 Ring .772 Ring Rin - P,S.I. GPM_ DIA. .768' .812 GPM 9 Ring. •. Ring~. GPM DIA. GPM DIA. .895" Ring 50 74 220' 88 225' DIA. GPM DIA. .927' 965" =�' `• ", 60 81 235' 96 240' �� 230' 115 240' 129 250' GPM DIA. GPM' DIA. 70 88 245' 104 250, 110 245' 125 260' 141 270, 150 255' 167 .260' s0 9a 255' 260' 164 275' 117 265' 127 275' 135 275' 152 20' 183 280, -'T 2�• 117 275' 145 285' 163 300' 189 295' - 198 -300' 100 105 270' 1 265' 1554 169 3G5' _315' ¢, 124 280' 142 305, 173 310' 2 4 i , n 110 110 275' 130 .290' 305, 170 3162 �5, 182 320' 2702 3251 23fi 325' ,yam 149 335 "adiameter of Throw i5 ate c approxim ly 346 less for the 21°traedo a e,-6 191 325' 222 •i.;:f!#•s ":6e:q.s; - _..d:_ - ) rY n91 _ %less for 18°r�3.;� - •"yrC�;`.-:•• - - _ •'48 345, .as,9 _ +far '•ita' • ::> -r. _ ,�._ - ., :. ';. ai'F'� �Wit:a_ t,..., - •5's M. ��. S BIG G - :1 54 - 0 T,TA• POREN NOZZ LES U.S.-- NlT - - - - - - - _- --•,- .. ��. �srue Nozzle .7" Nozzle Nozzle , - '•'`'%`.'?'y .-. DIA. Nozzle P.S.I. GPlt I 8" g" Nozzle'; _GPM DIA. 1 1.0" 71 Nozzle Nozzle 250 GPM DIA. 50 100 730 "270' GPM DIA. GPM DIA. 1.2" 1.3" _- 60 7t0 165 290, 205 310, GPM DIA. GPM DIA.255' 143 285' 255 - :;;`��-�:' 70 120 280' 155 300' 782 305' 225 325' 275 330 300 � 350 360' . 1' 80 128 290, 165 310' t97 320' 245 340' 295 345' 335 :�65' 385 380, 0 135 210 335' 360' 355 395' 100 300, 175 .:320' 260 355' ' 415 - i 143 310' 223 345' 27. 3t5 375' 380 _'95 , 110 150 195 330' 235 355, 375' 335 390' 445 410 120 320' 195 "340' 290 375' �5 410' 475 ,425' 157 330' 247 385' 305 355 400' 425 a20• 204 350' 258 375' ' i 370 410' -00 440' 320 395' 385 420' 445 ' 1 525 450• -- 465 545 460, 150 R RING NOZZLES - U.S. UNITS a65 I Sin Ring Ring. P.S.I. I GPM- DIA. 1.08" --— Ring''::: GPM 1.78" Rin 50 DIA. GP:� DIA. DIA. 1.26" 9 Ring F �� 2 O' ISO .265' 165 285' 205 GPM DIA. GPM 7.3a"DIA. I 1.41" 60 300' GPM DIA. 70 120 270' 143 280' 782 300' 2 255 3201— ` 300 - 155 290, 375' 275 1 350 350' 335 80 128 280' 797 310' 245 335' 330 350• 90 I 135 : 765 300' 210 320' 295 350' 385365' - 260 340' 315 360, 355 365' 415 .380, 100 743 3CC' 185 310' 223 330' 275 350• 380 380, 445 395' '..' 110 150 310' I 195 320' 235 340' 290 335 370' 405 390, 195 330' 360' 355 380' I 475 405' 120 757 3;5• 2a7 350' 305 370' 425 4i-0' 5C0 415' - 204 335' 258 36G' 320 380, 3aa Q, 445 410' 525 '425' "The diameter of Throw s approximately 3%less for the 21°,Trajectory angle: 40 545 435' 200 S :l BIG GUNS *# — 27 . TRAJECTORY - 200 T TAPER BORE NOZZLES- U.S. UNITS j Nou:e I No ufe Nozzle 1.05' 1.1" Nozzle Nozzle. 1 r.. PS.I. GPM DIA. 1.2" 1.3" Nozzle Nozz.e GP.M DIA. GPM DIA. 1.4" 1 5" Nozzle Nozzle _t- 1.6"60 250 345' 285 355' GPM DIA. GPM DIA. GPM DIA. I 1.7 5" 1,g'• ;?Q+,.. 70 3 330 375' GPM DIA. G�!d DIA. GPM DIA. •;_'t:""" 270 60 385 390, I .,•. 80 290 375' 330 395' 355 395' 415 410' a0 430' S15 Aso, S85 445' 695 470' 625 495' •:; r 90 370 390' 350 410: 30 410' 445 430' 515 450' S55 450• 630 465' 755 495' 390 515, "'�' 100 325 400' 370 420' 405 425' 475 4a5' S45 465' 50 470' 675 485' 605 515, 950 535' 110 340 at0' 300 425 440' 500 460' 6'e= 485' 715 505' 855 535' f•'s-�' 12D 430' 445 450' 575 480' 660 500' + 75 "�05 555' 355 420' 405 44Q, 525 470' 605 495• 695 575' 5 520' 900 550' 1060 575' 130 465 460' 790 535' 945 565' 1110 590' j.:.,iF!�y: 370- a25' 425 aq5• 485 a65' 5' 48G' 630 505' 725 535' } _565 485' 655 575' 755 -40' 825 550' 985 580' I T160 605' 860 560' 1025 590' 1210 620' �F- 200-R RINf3 NOZZLES - U.S. UNITS �• �;`. 1 '4'Ring 1 ?g"Ring - •: •-- ,.., - - :`: .^" (1.29"actual) I 1.46"actual t "z"Ring ..1 - - + P.S.I. GPM DIA. ( ) f1.56"actual 5's" Ring J 1 zq^Rin r•" GPM DIA. GPM ) (t.66"actual) ! 9 f t re Ring 2"Ring 50 DIA. J GPM 4"actual) fi (1.83"actual J+ 193"actual) 230 325' 300 355' 350 370, 4�0 390' DIA. GPM DIA. GPM DIA. 'a0 250 340' + 330 i0 270 355' JI 355 365' 385 390, 445 410' =15 405' 535 420- 640 435' n. 80 290 370' ! 380 400' 415 405, 480 425' ' ' 425' 585 a40' 695 455' I 90 310 380' 405 415' 44$ 420' Sty 440' S55 440' 630 .455' 755 475' .:� . 100 475 5:-0 455' 325 390, 425 435' 545 675 470' 805 490' ;.i ,Yq•. a25' 445, 455 625 470' 715 485' - 340 - g• 575 4 720 350 4 a� 445' 525 a55' 605 475' aso 480' 755 500' 00 520' 730 370 415' 465 455' $15 485' 630 465' 695 490' 790 510' 945 $35' 725 500' 825 520' 985 Say' -_ =•'-7`•-rpw is a y cto e,5 655 490' 755 .- ,oproximalel 294 less for the 24°traiectory angle,5°Po less for the 21°trajectory angle- _ 505' 860 525' 1025 =+- =G GI;Ns cericrmance data has been obtained under ideal test conditions and may be adversely affected by wind,poor hydraulic entrance conditions or other factors. •-•'ram Nelson Irrigation Corporation makes no representation regarding droplet condition,uniformity,or application rate. .. ' T ji7: TABLE OF IRRIGATION LAMES Effective date as of 3106101 Edwards Tract\B&M #2 HYDRANTS ACRES ET-1 5.54 ET-10 3.07 ET-11 429 ET-12 4.16 ET-13 3.52 ET-14 5.52 ET-15 5.38 ET-16 5.49 ET-3 4.65 ET-4 3.72 ET-5 3.05 ET-6 2.37 ET-7 4.79 ET-8 3 ET-9 1.31 Total Acres 59.86 9 ' YY .._......... — �---- r I ! II i 'v' 1 -------------- ; — l — — / �} 1' B & M FARM TOTAL SPRAY FIELD 166.76 Ac, j 'Wes' � wrl�✓ _ �,y yfe ! A'O SrF R G_ I u e GRAPHIC SCALE - -uuna— � Go J6 �oaRaurtwcuuruol . p, cl— ptcc ra uuarnuia unne n o'y �Yw,r IV 2-01-00 w0.v _— C lO-50r 57, �� aaM2 ,r�F�;�,��.,}. •�t4�,+V,�t�`v.�i: •*'•n. �� k ��'t,Y�'��s•'`+�•�G � y�• Ste{�yi�'h -•}Y _ �. _ _ � .t�l�'r .y;p - f, i _,y_ ' � �1 ,a„*rp .[mil•�. • zi�'k� r ,�+ :. m RK" • 74l.+V L� • N J " }n41.#+ M,]Ci'P� t fry i i+y� �y i All ♦ � ��'RF�.\1(-yam 1'�` • \fib `• �"t cn Al • C'r11��.1= y�y`w, 'i. ,}c�tilk�•"'�•Y�Sy�..+,�� F�,r-: 't ! i �� i•� 4+ �' �"� ar' 1t ��1 �` r , 4 ��'*,� ,. �; d � '•�T�.�_L��9_4r J�� yafi:i��S�y� Y Lfu _•.R{1 R �'i+ F:l�•:`}ff+Sirn fir. �hi.i Y■ ,�L �� l R�y.�;S��j' ,•a j� ,�r �` }`jr ��f�Fj'I�l•'7-:.'I�c• .�+ S '� 1 c x =.g ;J .Y � r.rr`�r.�., ` ter, ■ F• . aXt. 4t• V7�, �},: k•ifi+[.:.r•+�� i '141�7 t. ��r k��r.'J1 - W1:K ,+.�.,5��:�sj•�i:r'4JF�s7T� _,�kr�.:rt�`''—Z1�kF� �� r�` . � . -Its�++ �"CiY!'r, fi• 4",.. .•t'��. _,. St will trm Yam' ��' :4y" ��'.�}' �� '�;�•�r� � 'i •� .r. 's}1 r��ri,�.r.•u��:!r�* i. � �jla'Via. M rSt�s«r jay ! �"+�'`:�! f+. �. i.• �.'� s��y�3e � r�� r s . :r[ •.ir r j5 ifi .. '>!Tw. ,] f ps IS.. %lki * �`' "y' yet +Y ��` '�4'' `•y. ., �``5�;;,;7•�'r.r;��•�r,+;�+,�:�+ ,s!i,; ' i•. Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices Farmstead • Swine production jO Vegetative or wooded buffers; 0 Recommended best management practices; ® Good judgment and common sense Animal body surfaces • Dirty manure-covered animals A Dry floors Floor surfaces • Wet manure-covered floors ® Slotted floors; A Waterers located over slotted floors; O Feeders at high end of solid floors; O Scrape manure buildup from floors; O Underfloor ventilation for drying Manure collection pits • Urine; O Frequent manure removal by flush,pit recharge, • Partial microbial decomposition or scrape; O Underfloor ventilation Ventilation exhaust fans • Volatile gases; ® Fan maintenance; Dust M Efficient air movement Indoor surfaces • Dust A Waslidown between groups of animals; ® Feed additives; O Feeder covers; M Feed delivery downspout extenders to feeder 00*M _ Flush tanks • Agitation of recycled lagoon O Flush lank covers; liquid while tanks are filling O Extend fill lines to near bottom of tanks with anti-siphon vents Flush alleys a Agitation during wastewater O Underfloor flush-with underfloor ventilation conveyance Pit recharge points • Agitation of recycled lagoon JO Extend recharge lines to near bottom of pits liquid while pits are filling with anti-siphon vents Lift stations • Agitation during sump tank O Sump tank covers filling and drawdown Outside drain collection • Agitation during wastewater O Box covers or junction boxes conveyance BNPs to Minimise Odor Site Specific Practices Source Cause �.� - End of drainpipes at • Agitation during wastewater a Extend discharge point of pipes underneath — lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions; R Proper lagoon liquid capacity; • Biological mixing; g Correct lagoon startup procedures; • Agitation a Minimum surface area-to-volume ratio; S1 Minimum agitation when,pumping; Cl Mechanical aeration; ❑ Proven biological additives ^� pressure agitation; Irrigate on dry days with little or no wind; Irrigation sprinkler High p g nozzles • Wind drift Of Minimum recommended operating pressure; ® Pump intake near lagoon liquid surface; 0 Pump from second-stage lagoon Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading; surface . Mixing while filling; ❑ Tank covers; Agitation when emptying ❑ Basin surface mats of solids; 0 Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying Cl Remove settled solids regularly _. O Soil injection of slurry/sludges; Manure,slurry or sludge • Agitation when spreading; spreader outlets Volatile gas emissions ❑ Wash residual manure from spreader after use; 0 Proven biological additives or oxidants Uncovered manure, Volatile gas emissions while 0 Soil injection of slurry/sludges slurry or sludge on Feld drying 0 Soil incorporation within 48 hrs.; surfaces O Spread in thin uniform layers for rapid drying; 0 Proven biological additives or oxidants Dead animals Carcass decomposition CR Proper disposition of carcasses ^ Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits; pits 0 pro per location/construction of d sposal p� — Incinerators • Incomplete combustion ❑ Secondary stack burners Source Cause T_ BMPs to Minimize Odor Site Specific Practices Standing water around a Improper drainage; _ IN Grade and landscape such that water drains facilities . Microbial decomposition of away from facilities organic matter Manure tracked onto • Poorly maintained access roads 9( Farm access road maintenance public roads from farm access Additional Information: Available From : Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assurance Program; NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension Insect Control Checklist for Animal Operations Source Cause _ BmPs to Control insects Site Specific Practices Liquid Systems Flush Gutters • Accumulation of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. 0 Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids 9 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. �^ • Decaying vegetation M Maintain vegetative control along banks of Excessive Vegetative y g g lagoons and other impoundments to prevent Growth accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. — - — -- — -- pry systems Feeders • Feed Spillage 13 Design,operate and maintain feed systems(e.g., bunkers and troughs)to minimize the accumulation of decaying wastage. Mt Clean up spillage on a routine basis(e.g.,7-10 day interval during summer; 15-30 day interval during winter). — - - - Feed Storage Accumulations of feed residues 0 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 products). 0 Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. F • i Source Cause BMPs to Control Insects. _ Site Specific Practices Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along and feed wastage fences and other locations where"waste accumulates and disturbance by animals is minimal. 0 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 Systems day interval during summer; 15-30 day interval during winter)where manure is loaded for land application or disposal. 0 Provide for adequate drainage around manure stockpiles. O Inspect for and 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. Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Site Specific Practices Flush Accumulation --- Li uid Systems g of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed 0 Remove bridging of accumulated solids at Lagoons and its dischar e P Crusted solids 0 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 0 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. Feeders Dry S m ystes Feed spillage 0 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) AMIC - November 11, 1996,page 1 Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Feed storage Accumulations of feed ■ Reduce moisture accumulation within and around Site Specific Practices residues immediate perimeter of feed storage areas by ensuring drainage is away from site and/or providing adequate containment (e.9-, covered bin for brewer's grain and similar high moisture grain products) O Inspect for and remove or break up accumulated solids in filter stri)s around feed storage as needed_ Animal holding areas Accumulations of animal Cl Eliminate low areas that trap moisture along fences wastes and feed wastage and other locations where waste accumulates and disturbance by animals is minimal Cl 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 0 Remove spillage on a routine basis (e.g., systems wastes 7- to I0-day interval during summer; 15- to 30-day interval during winter) where manure is loaded for land application or disposal ® Provide for adequate drainage around manure stockpiles ® Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed For more information contact: Cooperative Extension Service,Department of Entomology, Box 7613,North Carolina State University, Raleigh, NC 27695-7613. AMIC - November 11, 1996, page 2 EMERGENCY ACTION PLANT PHONE NUMBERS Division of Water Resources (DWR) _ Emergency Management System(EMS) Soil and Water Conservation District (SWCD) Natural Resources Conservation Service (MRCS) This plan will be implemented in the event that wastes from your operation are leaking, overflowing,or running off site. You should not wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen.This plan should be posted in an accessible location for all employees at the facility.The following are some action items you should take. 1. Stop the release of wastes.Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. a. Lagoon overflow-possible solutions are: 1) Add soil to berm to increase elevation of dam. 2) Pump wastes to fields at an acceptable rate. 3) Stop all flows to the lagoon immediately. 4) Call a pumping contractor. 5) Make sure no surface water is entering lagoon. b. Runoff from waste application field-actions include: 1) Immediately stop waste application. 2) Create a temporary diversion to contain waste. 3) Incorporate waste to reduce runoff. 4) Evaluate and eliminate the reason(s) that caused the runoff. 5) Evaluate the application rates for the fields where runoff occurred. c. Leakage from the waste pipes and sprinklers-action include: 1) Stop recycle pump. 2) Stop irrigation pump. 3) Close valves to eliminate further discharge. 4) Repair all Ieaks prior to restarting pumps. 1 November 23,2016 d. Leakage from flush systems,houses, solid separators-action include: 1) Stop recycle pump. 2) Stop irrigation pump. 3) Make sure no siphon occurs. 4) Stop all flows in the house,flush systems,or solid separators. 5) 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: 1) Dig a small sump or ditch away from the embankment to catch all seepage,put in a submersible pump,and pump back to lagoon. 2) If holes are caused by burrowing animals,trap or remove animals and fill holes and compact with a clay type soil. 3) Have a professional evaluate the condition of the side walls and 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 for 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 DWR regional office, phone number: .After hours,emergency number: 1-800-858-0368.Your phone call should include: your name,facility,telephone number,the details of the incident from item 2 above,the exact location of the facility,the location or direction of movement of the spill,weather and wind conditions.The corrective measures that have been under taken, and the seriousness of the situation. b. If spill leaves property or enters surface waters,call local EMS,phone number: Instruct EMS to contact-local Health Department. c. Contact the following for advice/technical assistance: 1) Cooperative Extension, phone number: 2 November 23, 2016 2) local SWCD office,phone number: 3) local NRCS office,phone number: 4. If none of the above works call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of problem to minimize off-site damage. a. Contractors Name: b. Contractors Address: c. Contractors .Phone: 6 Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: b. Phone: 7. Implement procedures as advised by DWR 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. 3 November 23,2016 ROY COOPER Governor MICHAEL S.REGAN Secretmy LINDA CULPEPPER NORTH CAROLINA Director Environmental Quality June 17, 2019 Michele T. Grady B &M Farms#2—Edwards Tract PO Box 428 Faison,NC 28341-0428 Subject: Additional Information Request Application No. AWS310051 B &M Farms#2—Edwards Tract Duplin County Dear Michele T. Grady, The Animal Feeding Operation Program of the Division of Water Resources (Division)has completed a preliminary review of your renewal permit application package. Additional information is required before we may continue our review. Please address and submit the following items)within 30 (thirty) days of receipt of this letter: ❑ Change in Ownership: The owner name for this facility in our records is different than the person signing the application package. Please fill out a change of ownership form if there has been a change on ownership of this facility. A blank copy of the Change of Ownership form can be found at: littps://dea.nc.eov/about/divisions/water-resources/water-resources- permits/wastewater-branch/animal-feeding-operation-permits/applications Please reference the subject application number when providing the requested information. All revised and/or additional documentation shall be signed, dated and sent to my attention at the address below. The Information can also be submitted electronically at i-ailiesli.i-avella(e:t2,iicdDiEsgy Please feel free to contact me at 919-707-3702. if you have any questions regarding this letter, Sincerely, Animal Feeding Operations Program cc: Wilmington Regional Office, Water Quality Regional Operations Section AFOGS Section Files—AW S310051 acm,ourvn00"0"'W" �Jt/� North Carolina Department of Environmental Quality I Division of Water Resources uow /� 512 North Salisbury Street 11636 Mail Service Center I Raleigh,North Carolina 27699-1636 oar•�emmmm,o�m.w^gin 919.707.9000 Notification of Change of Ownership Animal Waste Management Facility (Please type or print all information that does not require a signature) In accordance with the requirements of 15A NCAC 2T .1304(c)and 15A NCAC 2T .I305(d) this form is official notification to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be submitted to DWQ no later than 60 days following the transfer of ownership. General Information: Name of Farm: Edwards Tract-B&M#2 Facility No:_31_-_51 Previous Owner(s)Name: Benjamin L. Grady(Deceased) Phone No: 910-267-4481 New Owner(s)Name No: Michele T. Grady 910-267-4481 Mailing Address: P.O. Box 428 Faison,NC 28341-0428 Maxwell Foods LLC Farnr Location: Latitude and Longitude:_35_ _02_ _42_ / 78_ _04 40 County:Duplin Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions, milepost, etc.): Farm is located on North side of NCSR 1301,approx.02 mile northwest of the NCSR 1346 Operation Description: Type ofSwine No. ofAnintals Type of Poultry No. ofAnintals Type of Cattle No. ofAninals ❑ Wean to Feeder ❑ Layer ❑ Dairy +Feeder to Finish 5760 ❑ Pullets ❑ Beef ❑ Farrow to Wean ❑ Farrow to Feeder ❑ Farrow to Finish Other Type ofLivestock: Number ofAnintals: ❑ Gilts ❑ Boars Acreage Available for Application:+-58 Required Acreage_+-41.55 Number of Lagoons/Storage Ponds : 2 Total Capacity: 1,163,196 Cubic Feet(ft3) Owner/Manager Agreement I(we)verify that all the above information is correct and will be updated upon changing. I(we) understand the operation and maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a permit modification before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal waste. I(we)understand that this facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water Quality to issue the required permit to the new land owner. Name of Previous Land Owner: Benjamin L. Grad Deceased Signature: T ate: Name of New Land Owner: Michele T. Grady /� 1 Signature: At p JIULt Date: Name of Manager(if different fi•om owner): Signature: Date: Please sign and return this form to: N.C.Division of Water Quality Aquifer Protection Section Animal Feeding Operations Unit 1636 Mail Service Center Raleigh,NC 27699-1636 May 2,2007 Animal Waste Management System Operator Designation Form WPCSOCC NCAC 15A 8F .0201 Facility/Farm Name: Edwards Tract-B&M Farms#2 Permit#: AWS-310051 FacilityID#: 31 - 51 County: Duplin Operator In Charge(OIC) Name: Benjamin Lewis Grady First Adiddle Last Jr,Sr,etc. Cert Type/Number: # 10007337 p Work Phone: ( 910)2267-4481 Signature: ANC .mil.. - ®' Date: "I certify that I agree to my designation as the Operator in Charge for the facility noted.I understand and will abide by the rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Back-up Operator In Charge(Back-up OIC) (Optional) Fast Middle Last Jr,Sr,etc. Cert Type/Number: Work Phone: Signature: � 1y £ i Date: "I certify that I agree to my designation as Back-up Operator in Charge for the facility noted.I understand and will abide by the rates and regulations pertaining to the responsibilities set forth in 15A NCAC 08F.0203 mid failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Owner/Permittee Name: Michele T.Grady. Phone#: (910)267-4481 Fax#: ( � Signature: M;," J. y lAAJ, Dale: COI leh (Owner or authorized agent) Mail or fax to: WPCSOCC 1618 Mail SeiTice Center Raleigh,N.C.27699-1618 Fax:919-733-1338 (Retain a copy of this form for your records) Revised 8/2007 WASTE UTILIZATION PLAN Goldsboro Hog Farms, Inc. Monday, September 6, 1999 Updated. 611712019 Producer: Michele T.Grady Farm Name : B&M#2-Edwards Tract P.O.Box 428 Faison,NC 283410428 Telephone# : (910)267-4481 Type of Operation : Feeder to Finish Swine Number of Animals : 5760 hogs design capacity Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste 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. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Pagel AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 6760 hogs X 1.9 tons waste/hogs/year= 10944 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 6760 hogs X 2.3 Ibs PAN/hogs/year = 13248 PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and suface application. TABLE 1 : ACRES OWNED BY PRODUCER TRACT FIELD �OIL�&CLASS--CRP YIELD 1B�COMM ACRES LBS AW APPLIC. DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME 1675 1 AUTRYVILLE ALL BP 4.1 205 T 0 5.54 1136 APR-SEP 1675 - 1 AUTRYVILLE ALL SG 1 100 0 5.54 554 SEP-APR 1675 10 AUTRYVILLE ALL BP 4.1 205 0 3.07 629 MAR-SEP 1675 - 10 AUTRYVILLE ALL SG 1 100 0 3.07 307 SEP-APR 195 11 FORESTON ALL BP 4.5 225 0 4.29 965 MAR-SEP 1 55 - 11 FORESTON ALL SG 1 100 0 4.29 429 SEP-APR 195 12 FORESTON ALL BP 4.5 225 0 4.16 936 MAR-SEP 195 - 12 FORESTON ALL SG 1 100 0 4.16 416 SEP-APR 195 13 FORESTON ALL BP 4.5 225 0 3.52 792 MAR-SEP 195 - 13 FORESTON ALL SG 1 100 0 3.52 352 SEP-APR 195 14 FORESTON ALL BP 4.5 225 0 5.52 1242 MAR-SEP 195 - 14 FORESTON ALL SG 1 100 0 5.52 552 SEP-APR 195 15 FORESTON ALL BP 4.5 225 0 5.38 1211 MAR-SEP 195 - 15 FORESTON ALL SG 1 100 0 5,38 538 SEP-APR 195 16 FORESTON ALL BP 4.5 225 0 5.49 1235 MAR-SEP 195 - 16 FORESTON ALL SG 1 100 0 5.49 549 SEP-APR 1675 3 AUTRYVILLE ALL BP 4.1 205 0 4.65 953 APR-SEP 1675 3 AUTRYVILLE ALL SG 1 100 0 4.65 465 SEP-APR 1675 - 4 RAINS FP 3.4 170 0 3.72 632 SEP-SEP 1675 5 RAINS FP 3.4 170 0 3.05 519 SEP-MAY 1675 6 RAINS FP 3.4 170 0 2.37 403 SEP-SEP 75 7 AUTRYVILLE ALL BP 4.1 205 0 4.79 982 N1AR-SEP 16 1675 - 7 AUTRYVILLEALL SG 1 100 0 4.79 479 SEP-APR 1675 8 AUTRYVILLE ALL BP 4.1 205 0 3 616 MAR-SEP 1675 - 8 AUTRYVILLE ALL - SG 1 100 0 3 300 SEP-APR 1675 9 AUTRYVILLE ALL BP 4.1 205 0 1.31 269 MAR APR 1675 - 9 AUTRYVILLE ALL SG 1 100 0 1.31 131 SEP-APR TOTALS: 17590.6 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field due to overseeding. **Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in TABLES 1 and 2 above: CROP CODE CROP UNITS LBS NIUNIT SG SMALL GRAIN OVERSEES-PASTURE TONS 50 F �TALL FESCUE-PASTUREDED �5� B� ID BERMUDAGRAS _ _TONS �_ 50 Page 3 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 1 59.86 17.591 TOTALS: 69.86 17,591 AMOUNT OF N PRODUCED: 13,248 ***BALANCE -4,343 ',, This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2131.2 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water. 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. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1.75 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and 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. APPLICATION APPLICATION TRACT FIELD SOIL TYPE CROP RATE(inlhr) AIVIT(Inches) _.—.—. 1675 4,5,6 RAINS FP 0.40 *1 1675 -1,-1q-3,-�,-a,-v AUTRYVILLEALL SG 0.60 *1 _ —... 1675 �,to,3,7,a,9 AUTRYVILLE ALL BP 0.60 *1 . 1 5 -11,-12,-13-14t4,-15,-16 FORESTONALL SG 0.50 *1 195 1,12,13,14,15,16 FORESTON ALL BP 0.50 "1 * 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 the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 4 NARRATIVE OF OPERATION This WUP has been amended to reflect wettable acres utilizing the Irrigation System Design prepared by Kevin Weston, CID. A current FSA map to scale (1"=660') with the irrigation pulls drawn and labeled and corresponding irrigation system parameters are included. The 100-lb overseed option is utilized with the following conditions: (1) no animal waste may be applied to the bermuda after August 31, (2) an application of 50 Ibs/acre of PAN may be applied to the small grain between September 15 - October 30 with the remaining 50 Ibs/acre to be applied in February- March, and (3) the small grain must be removed by April 7. This option requires intensive management of the waste and lagoon levels during the proper application windows. It is recommended that the PAN of the bermuda been completely utilized; land applying after each cutting and recommending 4-5 cuttings per season. NO waste may be applied during the months of November- January. If the following conditions are not adhered to, the PAN rate for the small grain will be 50 Ibs/acre with the application windows being September- March. If the 50 lb PAN rate is used, the WUP will not have a deficit and additional land would be required. This WUP was revised to reflect the change of ownership due to the death of Benny Grady to Michele Grady. All information that was used was provided by WUP written by Biiy Houston on 3/23/2000. All wetted acres were from irrigation design by W.B. Hall drawn on 3/10/2000 100 lb overseed will use the updated version unless grower chooses to reflect back to 50 lb overseed Page 5 PLANS & 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. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. 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, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 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" in the NRCS Technical Reference - Environment file 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 conditions conducive to odor or flies and to provide uniformity of application. 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. 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 a crop on bare soil. 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 Page 6 and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the landownwer. 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 croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd 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 Department of Page 7 Agriculture regulations. * Liquid Systems Page 8 NAME OF FARM: B & M #2-Edwards Tract OWNER / MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. I (we) understand that I must own or have acces to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILITY OWNER: Michele T. Grady SIGNATURE: /�/1 C.fIOJCe J. '�/ DATE: NAME OF MANAGER (if different from owner): please print SIGNATURE: DATE: NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr. AFFILIATION: Private Technical Specialist ADDRESS (AGENCY): 104 Adler Lane Goldsboro, NC 27530 (919) 736-9406 SIGNATURE: DATE: Page 9