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HomeMy WebLinkAbout310556_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 Currently covered b On September 30, 2019, y an Expiring Sate Non-Discharge General Permit the North Carolina State Non-Discharge expire. As required bGeneral Permits for Animal W Non-Dischar e Y these permits, facilities that have been issued Certificates of Coverage to Operate under Waste Management Systems will g General Permits must apply for renewal at least 180 da s must be received by the Divisions Water Resources by no later than April 2019. g P these State Y prior to their expiration date. Therefore, all applications Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permute,. l- Farm Number: 31-0556 2. Facility Name: Certificate Of Coverage Number:Tri.le$Ho�Farms.LLC AWS310556 3• Landowner's Name(same as on the Waste Management Plan): BobbyDa 4. Landowner's Mailing Address: PO B 1 Floazs City: Gol- Telephone Number: State: NC ZtP: 27534 919-738-4196 Ext. E-mail: 5. Facility's Physical Address: 206 J City: Seven Bonn 6. Coun State: NC ty where Facility is located: Dunlin Zip: 28578 7• Farm Manager's Name(if different from Landowner): 8. Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): 10. Operator Name(01C): Maxwell Foods LLC 11. Lessee's Name(if there is not a Lessee,writers ): Phone No.: OIC#: }o5m 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Farrow to Wean Oaerah_ 'Mz2M. 1,083 Swine Wean to Finish Cattle Dairy Calf Dry Poultry Wean to Feeder Laying Chickens Other Farrow to Finish Dairy Heifer Non Lai Horses-Horses Milk Cow Laying Chickens Feeder to Finish pullets Horses-Other Farrow to Wean Dry Cow Turkeys Sheep-Sheep Farrow to Feeder Beef Stocker Calf Sheep-Other Boar/Stud Beef Feeder Turkey pullet Gilts Beef Broad Cow Other N'et�a Other Non Laying pullet Layers LIAR 2 8 2019 �CguGt47e^�(,°i7��131�BC.fi Sc'L"�4"`�H 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Estimated Liner Type Structure Date Estimated Design Free Name (Clay,Synthetic, Capacity Surface Area "Redline"Built Unknown) ISOL (Cubic Feet) (Square Feet) (Inches) 1/23/1992 SOW 1/21/1992 Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d)to the address below. The CAWMP must include the following components: L The Most recent Waste Utilization Plan ned_ a. The method by which waste is applied( to the disposal fields k' the nee irrigation,at oncerhnjection,etc.)s'ecialist,containing: b. A map of every field used for land application(for example:irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal (e.g.composting,digesters,waste transfers,etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov the best f my I attest that this application has been reviewed by not completed ted'Sandc that e if all complete quiredts supporting o information land attachments anare that,ot if all required parts of this application included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, ification in any application may be subject to civil penalties up to $25,000 per violation. representation, or cert or both for Section representation, provides a .punishment by a fine of not more than $10,000 or imprisonment of not more than 5 y a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation): Title: Name: m r � — — — — — — — — — Date: — Signature: — - — - Title: - - - - Name: — — — — — Date: _ — — Signature: - - — — Title: — — — — — — Name: — — — — - — Date: Signature: — - — — — - THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DW R Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 E-mail:2019PermitRenewal@ncdenr.gov FORM: RENEWAL-STATE GENERAL 02/2019 qA STME 4 ROy COOPER ' MICHAEL S.REGAN Secretary NORTH CAROLINA LINDA CULPEPPER Fnvironmenw,QuuUty Director February 27,2019 Bobby Darryl Floars Triple B Hog Farms,LLC PO Box 10928 Goldsboro,NC 27534 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: for operation under one of the Animal Waste Operation State Non-Discharge General Permits, Your facility is currently approvedstation State Non-Discharge General Permits are available which expire on September 30, 2019. Copies f the ieWteu l m�na aster ti ns afo or by writing or calling: at htt s!!dt .nc. ov�autldrvisions a r-e o NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh,North Carolina 27699-1636 Telephone number:(919)707-9100 _ `o s it an lic tin f r e t o No - isc a e e al P ove e by an ov,r e d r e t fo C rt at f o era a aci i C 1 2019 rde o s e '° n ro Hilfda R dr d v A � 3 ermit e a to Div i n En ° li do 0 us b c 1 t d si ne �, p W. th e G net P t T e to M n me Pla E N -Dish 1 c of h Ce d Aim 1 W fo d o e l f the r newal Pl n to that you must 'nclu e n incl d d the C c 0 let d an i u li atio for A 1•st f i e agolic_ ate• result in a civil penalty. Failure to request renewal of y p PC Your coverage under a general within the time Period specified may ermit permit would constitute a violation of NCGS 143-215.1 and could Operation of your facility without coverage under a valid general result in assessments of civil penalties of up to$25,000 p application, or any related matter please feel If you have any questions about theat one Branch staff Non-Discharge General en 7 l Perini the enclosed free to contact the Animal Feeding operations Sincerely, Jon Risgamd,Section Chief Animal Feeding Operations and Groundwater Section Enclosures Wilt Regional Office,Water Quality Regional Operations Section cc(w/o enclosures): Dunlin County Soil and Water Conservation District AFOG Section Central Files-AWS 310556 cw 11 F o C North Carokna Department0f Envif-wental Quality I Division of Water Resources 1636 Mtaii Service Canter i Ra*i&,North Carolina 27699-1639 512 N.Salisbury St. ,�. 919.707 9000 Version—November 26,2018 Mortality Management Meth Indicate which method(s) will be implemented, Methods ods When selecting multiple methods indicate a primary other than those listed must be versus seconda approved by the St ry option. Primary Secondary Routine Mortality ate Veterinarian. aBurial three feet beneath the surface of the ground within 24 hours of kno death. The burial must be at least 300 feet from any flowing stream or public body (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal animal high water table.Attach burial location ma of water p and plan. - easonal Landfill at municipal solid waste facility permitted b 13B .0200. y NC DEQ.under GS 15A NCAC Rendering at a rendering plant licensed under G.S. 106-16 8.7. Complete incineration according to 02 NCAC 52C .01 02. A composting system approved and permitted b sumer Services Veterinary Division(attach co NC additional requirements must be met and a permit seequi Agriculture& Con- d f Department of copy of permit): If compost is distributed off-farm, from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture& Consumer Services (G.S. 106- 549.70). aAny method which, in the professional opinioniof the State Veterinarian WOuld. the salvage of part of a dead animal's value without endangering human or ani make possible mal 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 agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- Ports avariety of emergency mortality disposal options; contact the et ' ►non- . vision 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 St Veterinarian. ed • Burial must bedone in accordance with NC General Statutes and NCDA&CS Veterinaryate 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, additional temporary procedures or measures for disposal a coardi getorG S! y enact 106 399 .4. Signature of Farm Owner/Manager �� r ` Date Signature of Tec nical pecialist Date WASTE Ur►L►ZAT► Goldsboro Hog FaunN PLAN s, Inc.la Thursday,May 23, 1996 Producer: Bobby Da rryl Floars Sr. UPdated Farm Name; 6/23/2011 Triple B Hog Farms,LLC. P.O.Box 10928 Telephone##; Goldsboro,NC 27532 Type Of Q (919)738-4196 peratioh ; Farrow to weanling Swine N urnberOfAnimals ; Appli 1083 sows design capacity cation Method: irrigation The waste from _ Pollution of s YOur animal facility ~ used surface and/or must b 1 and d applied to reduce the amounfi of undwater. The applied at a waste is to be Commercial fe plant nutrients in pacified rate to Waste applied. This waste rtilizer re the animal Prevent should be analyzed utilization required for waste s encouraged so before plan uses the crops in the hsuid be grown that all plant each application c nitrogen as fields where nutrients can be cycle. Annual Sp fes stttng nutrient. balanced for realistic Several factors are strongly the fertilizerare important in im Yields of the crop to be value waste implementing your manner. Always a°f the and to waste contents pply waste ensure that;t;s utilization plan in or Of the waste. based on the nee applied in an environmentally der to Important as the Do not a ds of the cro maxim1Ze capacities Y have different in �yra ration rnitro p to be safe land ' and avaialable gen than the crop grown and the eroding at re water , leachin utilize. nutrient holding ca a es p can be applied greater than 5 tons pacities. Nor g Potentials, cation SO1I tYPes are saturate tO land eroding Per acre Normally on exchange d soils g at up to 10 tons per year. With s hall not be when it is raining, Per acre per special applied to may result in runoff to g, or w Year. Do Pre-cautions conditions surface when the surface . , waste may maximize should also waters which is is frozen. not apply waste on the value be considered to not alioWed under Either Of these Pollution, the of the nutrients avoid drift and do IVI regulations ndlt►d than 30 waste should for crop production down Wind reduce days Prior to planting. applied to a growing and to reduce problems To odor problems. g Injecting the g crop or applied to the potential for the manner in This plan is b waste or diskin bare in the future which you h chosenSed on waste g will conserve ground not more You need aveapplication a nutrients and waste are not the to revise this to apply Your waste. through irri same. plan. Nutrient levels If You choose gation for this is for injectin to Inject the waste The estimated acres 9 waste and irrigating this type of acres needed to gating Your waste Y Acreage apply the animal w techniques,management fa require aste is based on ques Y• Attached should be based on the wtYprcal n utilization ' preparation, and transfer You well find infor ufrient content for 217 plan d carried out °f waste samples mation aste analysis re 2H 0 mples to °n proper sampling from adopted by the meets the requirements he lab for mpling Environmental meats for corn ananlysis. Management Commliance with ly NThis waste ° ission. A AC Page 1 AMOUNT OF 1083 sows X S YE WASTE PRODUCED PER 1 tons waste/sows/ AR (gallons, ft3, tons AMOUNT OF Year=6606.3 tons etc.) 1083 sows}� 5,4 bs AVAI�BLE NITROGEN p PAN/sows/year= (PAN) PRODUCED PER YEAR Applying5848.2 PAN/year R Y the above equipment to apply the waste amount in is a bi waste in a time) g job. YOU should The following Y manner. Plan time and soil type and suface a will be needed for have appropriate application. waste application based on the crop TABLE 1 :ACRES - OWNED BY PRODUCER to be grown TRACT FIELD -- SOIL TYPE 8 CLASS- _ 569 DETERMINING PHASE CROP YIELD LBS 569 10 JOHNS ALL 4 BP E -- -- N/ACRE NACRAW E ACRES AW-� LBS 11 JOHNSALL 3.8 USED APPLIC, 569 SG 190 0 - TIME 569 11 JOHNS ALL 1 50 2.48 471.2 -` - 12 BP MAR-OCT 569 _JOHNS ALL 3'8 190 0 �•48~ 12 -__�� 12 SG 1 0 __ SEP-MAY JOHNS 50 - 334.4 ,-� 569 CT 13 JOHNS ALL SG 3.8 190 5 1.76 88R 1 2.79---_ SEP-MAY _ 569 JOHNS ALL BP 50 530.1 MAR- CO T 569 14 JOHNSALL 3.8 0 2.79 14 - SG i90 139.5 gEp MAY JOHNS 0 569 1A ALL BP 3'8 50 5'2 608 MAR-OCT 569 1A '4UTRYVILLEgLL SG 190 0 2 i60 SEP-MAY 569 18 AUTRYVILLEALL BP 4.1 50 0 45 275.5 MAR_OCT 569 AUTRYVILLEALL SG 205 0 72.5 SEP-MAY 569 8 AUTRYVILLEALL BP 1) 50 0.82 168.1 MAR-MAY 569 AUTRYVILLE ALL SG 4.1 205 0 0'82 41 � SEP- 569 OCT 2A AUTRYVILLEALL BP 1 50 1.5 307.5 MAR-o Y AU TR 41 205 0 1.5 75 CT 569 2B YVILLE ALL SG SEP_ 569 AUTRYVILLEALL Bp 1 50 0 .47 506.35 MA MAY OCT 569 3A AUTRYVILLEALL SG 4.1 205 0 2.47 123.5 SEP_MAY 569 38 3A AUTRYVILLEALL SP 4.1 50 0 ).97 7 198.85 MAR-OCT 569 3B ALI ILLE ALL SG 205 48.5 SEP- MAY 569 AUTRYVILLEALL BP 1 50 0 .21 43.05 MAR-OCT 569 4 AUTRYVILLE ALL SG 4.1 205 0 0.21 10.5 SEP-MAY 569 4 AUTRYVILLE ALL BP 1 50 3.16 647.8 4.1 205 0 3.16 158 MAR-OCT 569 5 AUTRYVILLE 1 LL SG 1 0 18 SEP-MAY 569 6A AUTRYVILLEALL BP 4 50 0 369 MAR-OCT 569 BA AUTRYVILLE ALL SG 1 205 0 1.8 90 SEP-MAY 569 6B AUTRYVILLE ALL BP 4 i 50 0 4.33 887.65 MAR_OCT 569-- 6B AUTRYVILLE ALL SG 1 205 0 . 216.5 SEP-MAY 569 7A AUTRYVILLEALL BP 41 50 0 1.45 297.25 MAR-0 CT 569 7A AUTRYVILLE ALL SG 1 205 0 1.45 72.5 SEP-MAY 569 AUTRYVILLE ALL f BP 1 50 0 1.38 282.9 MAR-OCT _ 569 -B AUTRyVILLE ALL SG 4.1 205 1.38 69 0 SEP-MAY 569 B AUTRYVILLE ALL BP 4 1 50 0 .52 106.6 _WR-O 569 AUTRYVILLE ALL SCT G 1 205 0 0.52 26 SEP 569 8 AUTRYVILLEALL 1 50 0•62 127.1 �_ 9 BP 0 0.62 MAR-OC7 569 JOHNS ALL SG 4.1 205 31 1 0 1.35 - SEP-MAY 9 -,JOHNS ALL ---_____ Bp 50 276.75 M 3.8 0 1 ,gR_OCT - .35 SG 190, 67.5 SEP-MAY Indicates that this field is b 1 ° 33 50 634. 0 3.34 6 MAR eing OVerSeeded( TOTA/_S. 167 SEP-MA Y i•e. inter I 8852.7 p anted) or winter annuals follow Page 2 'UI III IIQ, * arnuata. Indicates a Crop Rotation NOTE: The N0 ►rments. 8 iicator is cautioned ginning fi 199 d that P and some eastern counties 6 the Coastal K may be over nutrients. This plan o s of NC to Zone applied while have a nutrient Management meefin Y addresses Nitro mans Act will re 8 the N Ben Bement plan that quire farmers in addresses all Page 3 TABLE 2:ACRES WITH AGREEMENT OR (Agreement with ad LONG TERM LEASE j (Required only if operator landowners must be Aerator does not own adequate land, See required specifications 2.) There are n® qC Indicates that this field is being (i.Acres Leased overseeded e. interplanted) or winter annuals follow summer annuals. Indicates a Crop Rotation Acreage figures May Lbs qw N (animal a exceedste total acres nitrogen (CpMM N nitrogen) equals totae in l due to overseeding. supplied. quired nitro The followingnitrogen less any commercial legend explains the crop codes used in CROP CODE TABLES BP - CROP and 2 above: SG HYBRID_ BERMUDAGRASS-P SMALL GRAIN OVERSEEDED STURE UNITS TONS -- LBS N/UNIT AC 50 50 Page 4 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW TABLE 1 - _ N USED TQTALS. - 35.6 81853 _ _-- 35.6 8,853 AMOUNT OF N PRODUCED: 5,848 *'BALANCE -3,005 This number must be less than or e Produced. qua)to 0 in order to fully utilize the animal waste Acres show in each of the preceeding tables are consideredN required buffers, filter strips along ditches, odd areas unable areas not receiving full application rates due toequipment e to be the usable acres excluding fields listed may, to be irrigated, and perimeter Y, and most likely will be, more than the acres shownlimitation in the to total acres in the NOTE: The Waste Utilization Plan must contain Provisions tables. sludge at agronomic rates. The sludge will be nurturien ' ch Ions for periodic land application of measures to prevent over application of nutrients or other elements.and will require duc ionfaa will produce approximately 953.04 Precautionary sludge that will need to be removed on a periodic basis. ments. Your production facility Pounds of plant available nitrogen PAN broadcasting the sludge. Please be aware that additional (PAN) per Year in the equipment May This figure is PAN when y be needed when you remove this sludge)acres of land, as well special 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 irrigation such that runoff or ponding occurs. This rate is limited content, soil structure, soil texture, water droplet - rate of the soil at the time of amount should not exceed the available water holding ll orga by initial soil moisture irrigation nor should the plant available nitrogen p slze, and organic solids. The application Iding capacity of the soil at the time of crop, ogen applied exceed the nitrogen needs of the Your facility is designed for 180 days of temporary storage be removed on the average of once every 5.92 months. waste being stored in In and the temporary storage must your structure be within 1.75 feet of the fo stance should the volume of If surface irrigation is the method of land application for ' Producer and irrigation designer to ensure that an in p of the dike. irrigate the acres shown in Tables 1 and 2. Fail ion plan, it is the reed to b p rl the amounts of Nitrogen shown in the tables 2. m irrigation system is installed to properly Failure to s Plan the recommended rates and The following table is provided as a Y make this plan invalid. guide for establishing application rates and amounts. TRACT FIELD 569 �10,-11,�1z �13,_i4 y SOIL TYPE CROP APPLICATION APPLICATION 569 10,11,12,13,14,9 JOHNS ALL - - RATE(in/hr) AMT(inches) 569 JOHNS ALL SG 0.50 213,-3A,-3B.-4. 5 - __ _ _ BP *1 569 ° �A. AUTRYVILLE ALL 0.50 _ 2B,3A,3B,4,51 6A,613 AUTRYVILLE ALL - SG *1 This is the maximum application amount allowed o 60 *1 _ nitrogen allowed for the crop BP 0.6o u d for the soil assuming the amount of amount shown cannot be a p is not over applied. In many situations, the a applied because the nitrogen limitation. The maximum application amount shown can be applied under o application optimum soil conditions. Page 5 NARRATIVE OF OPERATION Operator reserves the option to overseed his Bermuda r graze it with cows. g ass with small grain or winter WUP was updated on 8/1/07 with rye and with wettable acres. All fields are Bermmuda Pasture wth Small 14 added. D-1 will be attached was provided by Grower, Soil & Water and previous plan mall Grain overseed. All information WUP name was changed to new owner Darryl Floars Tr' 6/24/11. Plan will remain the same. (Triple B Hog Farms, LLC.) on Page 6 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 surtace water is prohibited. Illegal discharges are to assessment of civil penalties of$10,000 per day by the Division of Water Qualityf day the discharge continues. g or every subject 2. The Field Office must have documentation in the design folder that the producer 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 either of a written agreement with a landowner who is within a reasonable proximity, n r him/her the use of the land for waste application for the life p de production NRCS with a copy facility. It is the responsibility of the owner of the facility to secure expectancy of the allowing Utilization Plan when there is a change in the operation, increase n thednutmbof the er of Waste method of utilization, or available land. animals, 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic yields based on soil type, available moisture, historical data, climate conditions and level crop management, unless there are regulations that restrict the rate of application for other of nutrients. ' 4. Animal waste may be applied to land that has a Resource Management System an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no than 10 tons per acre per year and appropriate ro raate filter strips will be used y leave or the field. These filter strips will be in addition (See FOTG to "Buffers"required by DEM. Se greater Standard 393 - Filter Strips and Standard 390 Interim Riparian where runoff leaves p an Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. W Should not be applied when there is danger of drift from the irrigation field. aste 6. When animal waste is to be applied on acres subject to flooding, it will be soil inc 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 sea incorporated floodin g son prone to g. (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 runoff does not occur offsite or to surface waters and in a method which does not c that ause drift from the site during application. No ponding should occur in order to control conducive to odor or flies and to provide uniformity of application. conditions 8. Animal waste shall not be applied to saturated soils, during rainfall event surface is frozen. s, or when the 9. Animal waste shall be applied on active) not covered with waste to a depth that would inhibit growth m such a manner that the crop is 10. Waste nutrients shall not be applied in fall or winter for spring lanted crops on soils with p releas a high potential for leaching. Waste nutrient loading rates on these soils should be he► s minimum and a suitable winter cover crop planted to take u not be applied more than 30 days prior to planting of a crop on bare soil. d a to ed nutrients. Waste shall 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 7 and from any perennial stream or river(other that an irrigation ditch or canal. Animal 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) waste 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 owned by the landownwer. those 14. Waste shall be applied in a manner not to reach other property and public right- 15. Animal waste shall not be discharged into surface waters, draina g t of ways. discharge or by over-spraying. Animal waste may be applied to prior converted croplands Provided they have been a geways, or wetlands by and ication site by a Animal waste should not be apple d on grassed wlaterways that discharge al directly into water a courses, except when applied at agronomic rates and the application causes no tl runoff or d r from the site. rift *16. Domestic and industrial waste from washdown facilities, showers, toilets sin shall not be discharged into the animal waste management system. ks, etc., *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 Provided for these areas and shall be fenced, as necessary, to protect the vegetati be on. Vegetation such as trees, shrubs, and other woody species, etc. are limited to are considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon here and structures should be inspected regularly for evidence of ero g berms sion, leakage or goo *18. If animal production at the facility is to be suspended or terminated, the own discharge. responsible for obtaining and implementing a "closure plan"which will eliminate the possibility of an illegal discharge, owner is 9 , pollution and erosion, p Irty *19• Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and e checklist should spills. A regular maintenance kept on site. be 20. Animal waste can be used in a rotation that includes vegetables and other crops 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 for direct animal waste during the crop season. applications of *21. Highly visible markers shall be installed to mark the top and bottom elevations f the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall managed to maintain the liquid level between the markers. A marker will be required to mar the maximum storage volume fpr waste storage ponds. k 22. Waste shall be tested within 60 days of utilization and soil shall be tested at lea at crop sites where waste products are applied. Nitrogen shall be the rate-determine element. Zinc and copper levels in the soils shall be monitored and altern least annually shall be used when these metals a rate-determining approach excessive levels. atrve crop sites Optimum crop production amd maintained. Soil and waste analysis all b records shall If be k ept 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 23. Dead animals will be disposed of in a manner that meets North Carolina Department na Department of Page 8 Agriculture regulations. * Liquid Systems Page 9 NAME OF FARM: Triple B Hog Farms, LLC. 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 FACIL MNER: Bobby Darryl Floars Sr. SIGNATURE:/ _ DATE: - I 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: f DATE: Page 10 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.1305(d)to the Division of Water Quality(DwQ) of the transfer of ownershipof an otification must be submitted to DWQ no later than 60 days following the transfer of Animal ownership.Waste M this form is officia Management Facility. This form General Information: Name of Faun:J&S Hog Farm/ Th le B Hog_Farms LLC. Farm Name Chance'Previous Owner(s)Name: James Stroud Facility No: 31 - 556' _ Phone No:919-658-1188 New Owner(s)Name:. Bobby D 1 Floars Sr. _ __Ph - Mailing Address: Box 10928 Goldsboro NC 27532 one No:919-738-4196- Farm Location: Latitude and Longitude: 35 09 07 / 77 52 494 Please attach a copy of a county road map with location identified and describe below(Be specific:road nai DS I,I�- - milepost,etc.):y Hw - 111 South. South of 55 Her . South of Count Lie directions, O rat on Descri pion: Type of Swine No. ofAnimals ❑Wean to Feeder Type of Poultry No. ofAnimals ❑Feeder to Finish ——— - Layer Type of Cattle No. ofAnimals 0 Farrow to Wean Pullets - - - ❑DAY _ 11 Farrow to Feeder 1083 - - ❑Beef - ❑Farrow to Finish ❑Gilts Other Type ofLivestock:_ Number ofAnimals: ❑Boars - - - - Numb _ - Acreage Available for Application:_ 35.6 _ _Required Acreage: 20.58 Number of Lagoons/Storage Ponds 2 Total - -Capacity:- 684576 Cubic Feet(ft3) Owner/Manager Agreement I(we)verify that all the above information is correct and will be updated upon chang maintenance procedures established in the Certified Animal Waste Management Plan CA wing. I(we)understand the operation and and will implement these procedures. I(we)know that any modification or ex ansion to the existing waste treatment and storage system or construction of new facilities will require a permit i )for the farm named above are stocked. I we p b design capacity of the ( ) understand that there must be no discharge of animal avast pfrom the difi storage or efore thi n systemato surface waters n the state either directly tluough a man-made conveyance or from a storm event less severe than 24-hour stone and there must not be run-off from the application of annual waste. I(we)understand that this fa • covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division 25-year, Quality to issue the required permit to the new land owner. ion o may Water of Water Name of Previous Land Owne mes Stroud Signature: --- Name of New Date:�—� � `4 weer: obbv Darryl Floars Sr. — Signature: (p J Name of Manager(if di event from owner): Date: - ;3- Signature: Please sign and return this form to: ~~~ Date: y 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: J&S Ho Farm/ Tri le B Hoa Farm.LLC. Farm Name Chan'e Pen-nit#: AW -310556 Facility ID#: 31 -556 County: Du lin Operator In Charge(OIC) Naive: Robert B. Mitchell Jr. First Middle Last Jr,Sr,etc. Cert Type/Number: #16561 Work Phone: ( 919 1738-3584 Signature: � Date: - "I certify that I agree to my designation as the Operator 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) First Middle Last Jr,Sr,etc. Cert Type/Number: Work Phone: (.—_ Signature: 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 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." Owner/Permittee Name: Bobbv Dam 1 Floars Sr. Phone#:L911 8-4196 Fax#- +_ I Signature• ' � .• Ile ` 4 l (Owner or authorized =ent) Date: Mail or fax to: WPCSOCC 1618 Mail Service Center Raleigh,N.C.27699-1618 Fax:919-733-1338 (Retain a copy of this form for your records) Revised 8/2007 •1 United states Sod ') 0ecartment of Conservadon Agnculture service OPERATOR: u owies S4,•cuo Please review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, your contractor, and Soil Conservation Service personnel are in agreement as to how the waste lagoon is to be constructed. The Soli Conservation Service personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understand what is expected so that final construction meets plans and specification and the job can be certified for payment (if cast-sharing is involved) . The pad dimensions and grades are the best estimate.' The BUILDER or CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The Soil Conservation Service personnel will assist in a limited capacity, as its major concern is the proper design and construction of the waste treatment lacoon. The actual amount of material required for pads and' dam may vary from the estimates. The design will attempt to balance cuts and fills as close as possible. If additional raterial is required after construction is complete on the lagcon, the contractor and owner will negotiate on the price and location of borrow, 'area. NOTE: Design Requirement: 2-75/ cu.ft. _ CU.yas. Estimate or Excavation: cu.ft. = J61b'579 cu.yds. Estimate of Pad Dike: tuft. _ cu.yds. Ratio. I Job Class 17 i -q2 Date n,1 Desicned By ���� Name t i Design Approval Na Date i The Sad Centiwvahon Sdmce is an agency of mo ovoartment Of Agncuutua lei L Operator:Jame Stroud County: Duplin Date: 12/04/91 Distance to nearest residence (other than owner) : 1 • STEADY STATE LIVE WEIGHT 1200.0 feet 0 sows (farrow to finish) 0 sows (farrow to feeder) x 1417 lbs. _ 0 head (finishing only) x 522 lbs. _ 0 1000 sows (farrow to wean) x 135 lbs. _ 0 1 0 head (wean to feeder) x 433 lbs. = 0 1 X 30 lbs. = 433000 1 2• TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 0 1 MINIMUM REQUIRED TREATMENT VOL 433000 1 UME OF LAGOON Volume = 433000 lbs. Treatment VOlume(CF)/1b. SSLW Treatment Volume CF Volume ' 433000 cubic feet ( )/1b• SSLW 1 CF/lb. SSLW 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 350.0 Top of dike at: vation feet Inside to Freeboard 2.0 58.9 feet p width 275. 0 fee Total design 0 eli ' Side slopes 3.0 Bottom of lagoon elevation uid level at elevation 1 (Inside lagoon) Seasonal hi h 'water table elevation 47.9 feet 56'9 feet _ g Total 46.2 feet design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 3.0 3. 0 3.0 3 .0 LENGTH WIDTH DEPTH 338.0 263.0 9. 0 AREA OF TOP LENGTH � WIDTH 338 .0 263 .0 88894.0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH 284.0 209.0 _ 59356.0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 311.0 236.0 293584.0 (AREA OF MIDSECTION * 4) CU. FT. = [A8R�EA op + (4*AREA MIDSECTION) + 4.0 293584.0 AREA BOTTOM] * DEPT VOLUME pF 59356.0 LAGOON AT TOTAL DESIGN LIQUID LEVEL = 662751 CU.- 5 . TEMPORARy STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 350.0 275.0 96250.0 square feet Buildings (roof and lot water) Length * Width = 0.0 0.0 0.0 square feet TOTAL DA 96250.0 square feet , Design temporary storage period to be 5A. Volume of waste produced 180 days. Approximate daily production of manure in CF/LB SS. Volume = LW 0.00136 Volume = 133000 Lbs. SSLW * CF of Waste 105.741 cubic feet b./.Day 5B• Volume of. was 180 day h water This is the amount of fresh water volumE of fresh water used for a flush system Usefor washin the lagoon water are accounted for in 5A,Flush systemsothatrrecircL Volume 0.0 gallons/day * 180 days storage/7.48 gall Volume = 0.0 cubic feet 5C. Volume per Of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation 180 days excess rainfall p tzon by largest amo Volume = 7. 0 inches ' 7.0 in * DA / 12 inches per foot Volume = 56145.8 cubic feet �• l r , 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 60156.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 105741 cubic feet 5B. 0 cubic feet 5C. 56146 cubic feet 5D. 60156 cubic feet TOTAL 222043 cubic feet 6. SUMMARY Total required volume 655043 cubic feet Total design volume avail. 662751 cubic feet - Min. req. treatment volume plus sludge accumulation 43300o cub At elev. 54.1 feet ; Volume is 427720 cubic feet (end pumpi Total design volume less 25yr-24hr storm is 602595 cubic feet At elev. 56.2 feet Volume is �-- 601405 cubic feet (start pun, Seasonal high water table elevation 46 .2 feet 7. DESIGNED BY: J „�� �'O i�� APPROVED BY: K : DATE: 1 Z 3 Z DATE: �.G r�lr��•d y E,T�,�r p NOTE: SEE ATTACHED WASTE UTILIZATION PLAN OPERATION-AND-MAINTENANCE-PLAN This lagoon is designed for waste treatment with min' control. The time required for the Minimum odor ned reached may vary due to soil conditions,�flushingfluidoperationslveltobe the amount of fresh water added di the s , and Land applicationystem. Land waste water recognized as an acceptable disposal. Methods of as center pivot, guns application include solid set, taken when applying and traveling gun irrigation. Care should be to crops. pplying waste to prevent runoff from the field or d amagE The following items are to be carried out: charItis strongly recommended that the treatment start-u its capacity to prevent excessive Odors during be pre- waste enterine-charging reduces the concentration of theini ' covered with effluentgatnalI timesby reducin teal g odors. Solids should be 2. The attached waste utilization Plan recommends sampling and testing Plan shall be followed. before land application. of waste This (see Attachment B) 3 ' Begin pump-out of the lagoon when fluid level tion 56.2 as marked b the fluid level reaches elevsonent markers. reaches eleva- less than 6 feet deep54.1 or before fluop pdout depthen bacteria) (this prevents the loss of is favorable 4. The recommended maximum amount to one (1) inch and the recommended maxo apply Per irrigation is application rate is 0.4 inch per hour. 5. Keep vegetation on the embankment and areas lagoon mowed annually. Vegetation should be fe rtilized as needed to maintain a vigorous stand. adjacent to the 6 - R iairinnVeeroded areas or areas damaged b getation. y rodents and 7• All surface runoff is outlets. to be diverted from the l ' agoon to stable 8. The Clean Water Act of 1977 Pollutants into waters of the United the Environment discharge of mental Managementth� and Natural Resources s. The Department of has the responsibility Division of Environ- y for enforcing this law. MAR 2 8 2019 1r�l �,Ou�A9 U• S. Department -of. Agriculture Soil Conservation Service NC-ENG-34 September 1980 File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR Bev Landowners (Zpvlej ------ --- � f�' Community or Group No. County Y --- - -— --- Conservation Plan No. Estimated Depth of Water to Top of Dam �?Ft. ----� Length of Flood Pool Date of Field Hazard Investigation _Ft. ' Evaluation by reach of flood plain downstream to the point of estima ted minor effect from sudden dam failure, 4 Est. Elev. :Tit. E evation Reach: Length: Width: Slope: Land Use Kind of :Improvements: of Breach _— Improvements Above :Floodwater Ft, — — _ _� Above Ft. % —--- Flood Plain: Flood Plain 1 Ft. Ft•�--- 2 3 - -- - - —� _ _- - y�� - ------ - ._ Describe potential for loss of life and damage to existing or improvements from a sudden breach (Josz�J�� g probable fut re downstream Hazard Classification of Dam(Da b, c) (see NEM-Part 520.21 -Data- Classification (I, II, III , V) -` By name ; ' i tl e -- - -- Date_Zyl,, 71 Concurred By name title Date NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. INSTRUCTIONS All dams built with technical assistance from the Soil Conservation Service must have a hazard classification assigned by the person responsible .for approving the design. Most farm ponds, except in borderline cases, can be classified after a complete field investigation without assuming failure and making breach studies. This data sheet is to be used for recording the information obtained through field studies and for documenting the hazard classification. Where there is a possibility for loss of life or major property damage from a dam failure, an approved breach routing procedure is to be used. (Consult with the area engineer.) Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of damage that would result if the dam --a section of the dam be suddenly and should suddenly breach--that is completely washed out. It is to be assumed that a wall of water will be released equal to the height of the dam. This flood wave will be reduced in height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated for a sufficient distance downstream until the estimated flood level will not cause significant damage to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level will be reduced depending on' the valley storage, slope, and openess of the flood plain; however, in a narrow steep valley slopes steeper than 10% should be given special consideration. One method of evaluation is to compare available valley storage (under flood conditions) to impoundment storage (figured to the top of the dam) for each reach evaluated with a judgment estimate made of the flood wave height at all critical points downstream. Should there be any questions about the hazard classification for a dam, the area engineer should be consulted ;before making design commitments. ' . . SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 3.0 ACRES USE THE SEED MIXTURE INDICATED: 0 LBS. FESCUE GRASS @ 60 LBS /ACRE (BEST SUITED ON CLAYEY ^ OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEM8ER 15 TO NOVEMBER 30 0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE (SEE FOOTNOTE NO. 1 ) SEEDING DATES: MARCH 15 TO JUNE 30 24 LBS. HULLED BERMUDA GRASS @ 8 LBS /AC (SUITED FOR MOST SOIL CONDITIONS) ^ SEEDING DATES: APRIL 1 TO JUy 3 0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE) 120 LBS. RYE GRASS @40 LBS. /ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEM8ER 1 TO MARCH 30 ( LBS. ________________________________________________ APPLY THE FOLLOWING: ' 3000 LBS. OF� 10-10-10 FERTILIZER ( 1000 LBS. /ACRE) 6 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE) ALL ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING A .PL__~ .=," u *RE* lMMEDIATELY AFTER EARTH MOVING IS COMPLETED. OR SHAPE SMOOTH--'-DB AE~DD FERTILIZER THEN DISK TO PREPARE A 3 TO 4IN OR SIMILAR CH ~�� E�U. * rL� SEED AND FIRM SEEDBED WITH A CULTIP/�CKER ANCHORING TO`L-ORpMENNp` .TING nrrLy MULCH AND SECURE WITH A MULCH I . PENSACOLABAHIA8RAS5 IS SLOWER TO ESTABLISH THAN COMMON L _~'` GRASS. WHEN USING BAHIA' IT BS^ /A�RE OF COMMON BERMUDA BE ICLUDIS RECOMMENDED THAT 8 miIL BAHIAGRASS IS ESTABLISHED. /» �D TO PROVIDE COVER U �� .r�y�. ,r:�C .:+� �. ;�Y tr, ,'r.•�myy� ex"u. � +:"lr�,'•-y-+,.,•�'Y, ��� :ti_; Lj ZY MAS �� r" -�•�:} :,z�_. 5 � r..e''�?.,:� rx �r-�'r ' S+`�}.�--.�. X �L ,ram.. 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If `r +ram♦ Cyr Y f r! �� �+ .. 1 �Crxk � i ♦"f \3•t ;tt .`:Sw. • — IN 41 r��. 1 t`' :.°r� Ytiii1 _♦y 'i l�' ,����—�' ,J y�' ~{Q � ,r' ;�• IA 01 417 \. v \ y J i Isto ^ r a f r jr r4f -` a 1 SI '. 13' �' c -��• cr jb f Nib TTTppp((( .t� Y t 4,. 01 10 \ `K '.'t � � w t � $ t.7 11 ♦ 11� r 1.31.2 .4 PAS lip fe � Apr 34 �y 1 n L ti4� SCS-ENG-538 r Rev. 5-70 U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME—ILt e L r J DISTR[CIDATE qj goo ^9 l a JCOVNT1 /J i --`�-- 1 — --- - S. C. S. PHOTO SHEET NO. WORK UNIT j s— — -- — WATERSHE[) AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES I WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED•POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1+/_Locate reference point in center line of dam and Identify an stretc)L feet) r r • I _� I I � ' Fro-.or f.;r r ��I 3 I SHOW Make and fist dam-site and spillway boringsRIt.Men AND PROFILE DEPTHponded area and borrow pit bo !Continued on boot rings•separate with uerrical red line. SCALE whenz necessary! Show water table eteoations on dam-site borings. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 -4 _p alb r-�+ tG L nFF ` -F SG � r t- � r-4 Gn•. I BORINGS MADE SIGNATURE & TITLE srva. O,�c-r T SCS-ENG-538 Rev. 5-70 U. S. DEPARTMENT OF AGRICULTURE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROP SOIL PROPOSED POND SITE CONSERVATION SERVICE FARMER'S NAME To c• —� DATE .2 -Z - 4 DISTRICT`. — ----_--- S. C.S. PHOTO SHEET NO. COUNTY D, I", --- -— WORK UNIT f✓ -1 Z -� WATERSHED AREA MEASUREMEXTS CROPLAND ACRES PASTURE_ ACRES WOODLAND ACRES TOTALS ACRES SKETCH OF PROPOSED-POND SHOWING WHERE BORINGS NSS WORK UNIT CONSERVATIONIST Locate reference p m point in center line of da WERE MADE (Approx. scale 1"_ and Identify on sketch. —�feet 1 i I I • I I SHOW DEPTH Make and list dam-site and splitura BORING NUMBER AND PROFILE (Continued on ba y borings first-then ponded area and bor ogr pit borings. SCALE ck where necessary) Shots orates table a/eua bons on da g senora to with +rertica( rn-site borings. ^�line. 1 2 • 3 4 � 5 6 7 8 9 I0. 11 12 13 14 G S /I5 15 16 17 18 19 20 21 22 23 tti - 1�5 r✓_ -' -5G Sc "•'r .SC.- 6-`1Xc � SM G1 Cr.7 r E Ply °, ' e" ^ r BORINGS MADE BY >r.� SIGNATURE & TITLE / y f�� 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. removed and within the area of the foundation of the embankment Stumps will be and all excavated areas. All stin one areas umps and roots menexct inch in diameter shall be removed to a minimum depth of one 1) foot. Satisfactory disposition will be made of all debris. ) foundation area shall be loosened thoroughly before placementTohe f embankment material. Cut-off Trench: A cut-off trench (when specified the plans. .) shall be installed as shown in ���: ;. ;., ..:,t, 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. notin. standing water and reasonable compactionlofsthelfillsbshall be performed by the construction equipment or sheeps-foot roll placed placement. The embankment of the lagoon shall be installedeusinring the more impervious materials. Construction of fill heights shall include ten (10) percent for settlement. when areas of unsuitable material are encountered, they will need t be excavated a minimum of one 1 To protect against seepage, compacted with a suitable material el below grade and backfilled and investigation information in the plans-forSspecial considerationCH) . Refer to the s Precautions should be taken during' construction to erosion and sedimentation. ns, prevent excessive Vegetation: All exposed embankment and other bare constructed areas shall seeded to the planned type of vegetati be construction. on as soon as possible afte r r ;��;,� `..-i it y �` �', -' � �+'�t���h ��. �' •< '.• S I _� - ,• ;.y;�a rem r.. 1 IN I /.' y�lY_�� },L. 1 .a1�y�'�j� ti �T��:• '1 '1`J�,� - 1 "yury�.'1 "�I^.r-'T�;`fi�:j" f ' alk I jo�'4, /. �• �y`SIY �,y�rj�+f■ 9_ f: 1 �a ,'�'4r 'S�s:. = i.—*7Ai1y■`:•H•t:."iy ]� F �r}Ty' T y�il� t �' '+ ■ C {� �� •"rt�� y � =■ �"4��T•M t+_��f.: r :R'. .�-- ..ZE`•P r f �' r {�iy�r'ti��.;�A.' �w � hf���rF I.. ,�'�}ty�v�� '� e j :�",�,; fr Z'y 3g1i.t'.`'.,7L'-Yry `r,�; i�4 _•��,1 IWIMy T z S :r+.�.• r ! 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'� d' w f' ki r f Uniled States soil P. 0, BOX 277 Department of Conservation g Agriculture Service KENANSVILLE, NC 2834 -------------------------- ---------------- - TELEPHONE919-296-1958 If- WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN aI ya , T0: v PRODUCER� � 0,1d LOCATION OF SITE /Y C ' Lj+ r.v SIZE OF PROPOSED OPERATION f"ArfnLl � IS SOIL SUITABLE FOR LAGOON? YES HO SOIL CLASS. ,v v DISTANCE FROM THE LAGOON SITE TO NEAREST R •SIDENCE LANDOWNER OR HIS TENANT HER THAN � DV CAN� NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE ACREAGE/CROP REQUIRED TO PUMP EFFLUENT 34.4C Coven/ Li�rp 3 14C . L'o,tS �L L.9�Y/J DOES LANDOWNER HAVE ENOUGH ACREAGE YES -- NO IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO� WILL FACILITY INVOLVE ALTERING WETLANDS? YES IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES-, THE LANDOWNER IS HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF ENGINEERS: IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR DUPLIN COUNTY IS: JEFF RICHTER, US ARMY CORP OF ENGINEERS P• O. BOX 1890 WILMINGTON, •NC 28402 TELEPHONE 919-251-4636 DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES _V NO ADDITIONAL COMMENTS SIGNATURE�~ nThe Sol connc.v.tia+service DATE _/o ' ,' +—�.."-•o .. .:..r.� //. Syr..-� /�\ "' 'r JJ .•• Acre • fi 49, , 2.7 t� - 5: 6,c !lt 8.- 4,7 7, as Serial r+o• $• ��( 4.1 r�s� t F,10O O u • o.. "-57-14 9. O.$ . Township - Albeltsor 10.: O.T. Owner - Ps il outic7r lI. 0.3 Operator Same 121, 0.2 Cropland - 45 3 acres 13Is;, .2 Scale - I" .r 650 r .14, 2`1 Traced by - ZD - 10-2arc 150 068 1 J "Revised bar - 0 4-1 Ivor C r . %r El 142 Rc . +_ DEED REF. - BK. 88D. F JIH B.LANCHARO d ASSOC. NOV. 13. 1991 ALBERTSON -'�- 0 SURVEYORS -- PHONE 296-1921 DUPLIN P. o. BOX KENF Soo JRMES STROUD Apaw I i ght perB'me ter C F 61 40 61. 40 62.6 6 . 65 6 .40 —62-v- 5— 6 5 60.40 O,r-go a- 5s5&e%a--q 8.90 ............................ ............ .......... ............... .......... ...... ............. ........*........... . .................4 .. ........ .................. ......................... ........ .......................................... ......................... ............................ ........-............ ........... ................ f 1 .......................... ................-Z .............. ....................................... .................................................... ........................ _55- 0....... ................................................. ..................... 0 ................ 5.8:.;90.......................... ................. ......... 58. 0 .................... Report: Plan View Cross-section Locations Project; James Stroud Drawing: 1000 Sow Farm Surface: Proposed. Prepared bw:. Goldsboro Hog Farms using SITEWORK Date: 12/05/71 Time: 09.41.26 100 200 LScale: 100 ft/In Vertical Interval 1'00.00 Horiz, scale: 170 ft/in Vert. scale: 8 ft/in Project: James Stroud Drawing:Number: 1000 Sow Farm Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared b8: Goldsboro Hog Farms usin Date: 12/05/91 Time: 09:42:3 g SITEWORK 6 65.0 A - A 62.6 B - B, .0 ............ 58.6 5 7.0 �.............. I -pf;,opoaed. 54.6 r Proposed. 53.0 50.6 49.0 663. 3 680.0 46.6 663.3 680..0 63.0 — C - C. 63.3 D - D' 59.0 59.3 55.0 Proposed. 3 Pf'opozed. 51.0 51.3 47.s 663.3 4' 680.0 47. 3 663.3 i 680. 0 i I i i LO CO LL CD LD i j 3 i a a'. co co -L .. O O (D co N L c _ c w L) m t _ Lh L9 LD ai Z Ld LD LD C L C m a 0 R a MAR 2 S 2019 0 L IL ''11�r7`1�TI1x'lsl$!9 E !L lA 0 ............ S 0 LO LO to N L 0 N m � (D N LO V) Q G 0 C7 1 • H pau I.i aht Per_i meter- . 61.40 61.40 G ,_,___ _ _ 62,65 6 .65 -fi2:65 - 6 5 60i 40 I i I F i F� fi I ! E i � I E' I i......60.._..40...._) 58. :4� 85 8. 90 l. _........... .............._._._....._.-_.............e....... ....--..._._.__._....c_._...@....—... � Ili � 1 Ti 1"5•�5I II i , B 7 li i� i f i ! f j B' .l I - - -- --- - 5gc40—_ ____...__.. _._ .__..___..—..._._._.__..._._..._._._._._......___..-......--........_...5a. 0 A -- _ A' Report: Plan View Cross-section Locat-i-ons Project: Tames Stroud Draw ina: 1000 Sou Farm _— Surface: Proposed. Prepared bb: Goldsboro Hos Farms us 5ITE410RK c 0 100 Y00 Date: 12/05/91 Time: 09: 18: 14 Scale: 100 ft/In cross-Section Plots Horizontal Interval - 100,00 Horiz, scale: 110 ft/in Vert. scale: 15 ft/in Project: James Stroud Drawing: 1000 Sou Farm Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared. bw: Goldsboro Hoe Farms using SITEWORK Date: 12/05/91 Time: 09: 19: 25 64.9 A _ A' 68.4 B - B' 57.4 60.9 Exislting Existing 49. 9 I..... 53.4 42.4 Propose Proposed. 45.9 34.9 439.0 440.0 38.4 439. 0 440.0 68.4 _ C - C' 71.6 D - D' 60.9 Existing Existing 53.4 :;...... - 56.6 ....Prop .... osed. 45.9 Proposed. r.+. 49. 1 F 39 439.0 440.0 41.6 439. 0 440.0 . ti . 73.8 E - E' 74.0 - F. - F' 66.3 Existing 66.5 Existing 58.8 ...... ..... 59.0 Proposed. 51.3 Proposed. 51.5 43.8 439.0 440.0 44.0 439.0 440.0 75. 1 G - G' 73.6 H - H' 67. 6 Existing 66. 1 Existing . ....... ..................... 58.6 Proposed. 52.6 51. 1 Proposed. 45. 1 439.0 440.0 43.6 439.0 440.@ �J r Gold% o Hog Farms: James Stroud: 1000 Sow Farm ' HS: 110 ft/In VS: 15 ft/In 12/0, 09:20:55 Orientation: -45. 0 2 Magnification: 15.0 Inclination: 20.0 ...... 64.0062.00 fill i�ti nt" fi >yy > 60.00 y. {{ > 1 58.00 , IIII r 5G.00 ^ > .. 6— 3 �1Ttr�rlT�rl�rrn�nllll 1'''',% �• €€€ €€€€€€€€€ ".;�� 1 54.00 Tf�] T� ,,,,,,./ III IIIIIIIIIIII1I1111111UIII+11+,,n/`.�� ] h,;r �� llllUlllllll-,_---IIIIIIII.��IN+111j111�,;1;;��!1-= �rf�rrf�f 1 r � €€€;:€ IIII 5 2.0 0 ' �T,Ta�� I, IIIIIII.- —ll�llllul i �I11Ir>> �€€€ INIIIIIIIIII;��-� �",,,��,� J� IIIII --11 Illl • ��� ''I� �� € �� 1111111-,-- I+hll]rir�� €�� IIIIIIiII-_'_� ,III d ,lul++ IIIIII,, I1111UI_ 1111111/ So.00 - ��ltt � ,n1jI11I111111-��� Ulllll ..—�1;11� IIII - ... .. ``' it lj�]� `���►I(j� �" � L IIIIIIIIIIIIII�"i111111111111111111111t11111111111111111111/1,1111�t ... 413.00 r►I'.'If IIII 1, _._ 1111+1 __ ..... ., : > ����f� ]1�j� 11;�= "111+I1IN11Ui 1�1111UII11111Ui11111,1`f—� Oil + •.<'..:F���> ' 1 � IIII++ -- --- Ir I--------------111+11 111U111111111111 I IIINI�! . ��� I1]) +yllluu J- IIIII �IIII,1111 �> 46.00 Flom �"11111111111� Il�lllr�--�� ,1111]j J�,hll`I+11,�I,11�� , III,IIIIIIIli111111IIIU : Lower Left 30 Mesh Surface 3D Mesh Surface Proposed. Project: James Stroud Drawing: 1000 Sow Farm Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared bb: Goidsb Hog Farms using SITEWORK Date: 12/05/91 Time: 09:06: 13 Total Volumes Grid cell size: 4.26 by 4.25 Original drawing scale: 50.00 ft/in --------------------- Project: James Stroud Drawing: 1000 Sow Farm Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: Goldsboro Hog Farms using SITEWORK Date: 12/05/91 Time: 09:10:26 ------------------------- Final_. surface: Proposed. Initial surface: Existing Tight Volumes Expansion (o) Expanded Volumes Cut 16859.48 0.00 16859.48 ^' ll 12777.96 25.00 15972.46 Difference 4081.52 Net Export 887.02 All volumes are in cubic yards. Site Balance Balance Report Grid cell size: 4.26 by 4 .25 Original drawing scale: 50.00 ft/in ----------------------- Project: James Stroud Drawing: 1000 Sow Farm Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: Goldsboro-Hog Farms using SITEWORK Date: 12/05/91 Time: 09:09:05 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 16859.48 15972.46 887. 02 0.105 16535.62 16677.35 -141. 73 0.091 16579.65 16579.51 0.14 Raise "Proposed. " by 0.091 feet. 1 ■ OMEN ann■■■■■ ■�■■■■■■ ■■■ ■ ■ ■■ unimelowin Kama■ ■■ ■■■■ �■=iu ■■■■■■■■■H■ mo ■ ■H■/f■OH■ON■■■y■onsumma■■■■R■HHH San SOMEMS MEMO H an Kann■ ■■n■■n� ■ M s■■■■■■■s ■a■ ■■■ ■ ■ N . ■■■/■■■■■■n H■ nf7 ■:���na■■■ ■Bn■■■■■■■■■■■ ■■ ■H■0■■■SRI ■�■n Pill Mommam— IN Mason ��■n■■ ■■I■■ MEMO ME �■■■nw UM ■■ �'� • mom Mffmm- lIIIIIIini wagon" magnmom ----- ME■a■■ ■ WIN �W n ■■n■■■■■■■■1�■■■n■■■■■■■■■■■■■■■■■■® ]WOMEN■�a■■■monsoon W■■1■■■■■■■■■■■ ■� ■■ ■■�H ■ ■■■�■N�■■■ ■■a■■nON ME ■■■■■■■■K mil Will woes ■ E HBO wolliff III ■ ■ on ■■■■■_ ■■■■x■ ■H��H ■■H■ • ■■®N WIIIIIIIIIL ■nt9�4m■a f^ United States Soil Oepartment of Conservation Agriculture Service OPERATOR: Please review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, your contractor, and Soil Conservation Service personnel are in agreement as to how the waste lagoon is to be constructed. The Soil Conservation Service personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understand what is expected so that final construction meets plans and specification and the job can be certified for payment (if cost-sharing is involved) . The pad dimensions and grades are the best estimate- The BUILDER or CONTRACTOR is RESPONSIBLE for final layout and design of the pads- The Soil Conservation Service personnel will assist in a limited capacity, as its major concern is the proper desion and construction of the waste treatment lagoon. The actual amount of material required for pads and dam may vary from the estimates. The design will attemot to balance cuts and fills as close as Possible. If additional material is required after construction on the lagoon, the contractor and owner will negotiate on the price and is complete location of borrow area. NOTE: Design Requirement : .Z���..� _c u.f P0 S'3 c u.y d s. Estimate of Excavation: cu t - - - .ft. = 6 G `) cu.yds. Estimate of Pad Dike: cu.ft. = — cu.yds. Ration Job Class /— ^Date Des igned By 'm Design Approval (i (_ Name, Ar Date O The Sad Conservation service '+ is an agency of the Oeoartment of Agriculture Operator:James Stroud County: Duplin Date: 01/22/92 distance to nearest residence (other than owner) : 1200. 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 83 head (finishing only) x 135 lbs. = 11205 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) = 11205 lbs 2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 11205 lbs. SSLW x Treatment Volume(CF)/lb. SSLW Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW Volume = 11205 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 75.0 feet Inside top width 75 . 0 feet Top of dike at elevation 52 . 0 feet Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon) Total design lagoon liquid level at elevation 51. 0 feet Bottom of lagoon elevation 42 . 0 feet Seasonal high water table elevation 42.. 9 feet Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2- LENGTH WIDTH DEPTH 2.5 2.5 2 .5 2.5 70. 0 70. 0 9 . 0 AREA OF TOP LENGTH * WIDTH = 70. 0 70.0 4900. 0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 25. 0 25.0 625. 0 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 47.5 47.5 9025.0 (AREA OF MIDSECTION * 4 ) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPT 4900. 0 9025.0 625.0 VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 21825 CU. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 75.0 75. 0 5625. 0 square feet Buildings (roof and lot water) Length * Width = 0. 0 0. 0 0 . 0 square feet TOTAL DA 5625. 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 = 11205 Lbs . SSLW * CF of Waste/Lb./Day * 180 da Volume = 2736 cubic feet y 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirci the lagoon water are accounted for in 5A. Volume = 0. 0 gallons/day * 180 days storage/7 . 48 gal: Volume = 0. 0 cubic feet per 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amc 180 days excess rainfall = 7. 0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 3281.3 cubic feet 1Cti1�9L�f�3� 3 �ter ' MAR 2 & 2019 Imamor Quality zegic rag opmati'ms Stu 5D. Volume of 25 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 3515. 6 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 2736 cubic feet 5B. 0 cubic feet 5C. 3281 cubic feet 5D. 3516 cubic feet TOTAL 9533 cubic feet � . SUMMARY Total required volume 20738 cubic feet Total design volume avail. 21825 cubic feet Min. req. treatment volume plus sludge accumulation 11205 cubi At elev. 48.4 feet ; Volume is 113 OS cubic feet (end pumpin Total design volume less 25yr-24hr storm is 18309 cubic feet At elev. 50.2 feet ; Volume is 18125 cubic feet (start pump Seasonal high water table elevation 42.9 feet 7. DESIGNED BY: )�kj�-., APPROVED BY• /�(C ) / DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN ���� SEEDING RECOMMENDATIONS ----------------------- AREA TO BE SEEDED: 0 .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 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 FOR FESCUE) 0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. APPLY THE FOLLOWING: 500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 1 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 50 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 I,S 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. 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: I. It is strongly recommended that the treatment lagoon be pre- charged to 1/2 its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. 2 . The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see Attachment B) before land application. 3 . Begin pump-out of the lagoon when fluid level reaches eleva- tion 50 . 2 as marked by permanent markers. Stop pump-out when the fluid level reaches elevation 48 . 3 or before fluid depth is less than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.4 inch per hour. 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. A11 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. __'^_-____' _ SPEC1F VAT lONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS '- ------------------------------------------------------- aring. 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 excavated areas. All stumps and roots exceeding one ( 1 ) incA in diameter shall be removed to a !ninimum depth of one ( 1 > fcut^ Satisfactory disposition will be made of all debris. The a/�ea Shall e l � b lonsened thoroughly before placement of euhankment matYrial . Djt 'u44 Trench: � ��� A cut-off trench (whom specifiod) shall be installed as shown in the plans. Constraction: Construction of excavated and earthfill areas shall be perfbrmed t� t�e neat lines and grades as planned. Deviations f-om this will juire prior approval of the SCS. Earthfill� shall not be placed standing water and reasonable compaction of the fills shall bo porformed by the construction equipment or sheeps-foot roller during placement. The embankment of the lagoon shall he installed using . i i s materials Construction of fill heights shall �h� more mpery ou inc` ude t-n ( 10) percent for settlement' To protect against seepage' - - f itable material are encountered , they will need to xken areas o unsu b� �xcava`ed' a minimum one ( 1 ) foot below gra�e and backfilled and ' ---m 'ompacted with a suitable material (ie-CL,SC,CH) . Ref or to the soils e ��nvest' gation information in the plans for special considerations. �regau�ions should be taken during construction to prevent excessive erosion and sedimentation . 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PAS 4-1 41 '41 11 . v..� 4. . 5 2.7 i� r r 6.5 q B` 4.7 �1 �J r7 1. 4.1 Y__��y=.�� S©rial 110. - 031-147 f r:i0;0 �_._ g' 0.6 �pi7J �o� / � Township 07-14 Sam-1 I0. _ Albert,so .. 0.7 f der _ n .2, 0.3 Operator _ a Outla,r 13; 0.2 Cropland - 5 3 0.2 ! l f Scale acres 14. 201 Traced b - 1 �, 6501 IS, 0.8 j I`{ I� Seek{� Fovised by _ 10-24_40 r -- i p Total Volumes Grid cell size : 1 . 19 by 1 . 19 Original drawing scale: 25 . 00 ft/in ---------------------------- Project: James Stroud Drawing: Isolation. Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: Goldsboro Hog Farms using SITEWORK Date: 01/22/92 Time: 17 : 29 : 50 Final surface: Proposed Enitial surface: Existing Tight Volumes Expansion (o) Expanded Volumes Cut 665. 43 0 . 00 665 . 43 Fill 571 . 37 25 . 00 714. 21 L rence 94 . 06 Net Import 48 . 78 All volumes are in cubic yards. f Site Balance Report Grid cell size : 1 . 19 by 1 . 19 ------original-drawing-scale: 25. 00 ft/in -------------------------- Project: James Stroud Drawing: Isolation. Number: Location: Duplin Co Bid Date: Engineer: Owner: Estimator: Prepared by: Goldsboro Hog Farms using SITEWORK Date: 01/22/92 -----Time:-17: 28:54- inal surface: Proposed nitial surface : Existing mere are no "Proposed" structures. ill shrink/swell percent: 25. 00 Cut shrink/swell percent: 0. 00 glancing to 0. 0 +/- 10. 0 cubic yards delta Cut 0. 000 Fill Cut - Fill -0. 07.0 665 . 43 714 . 21 686 . 42 -48 . 78 679. 36 7. 06 ,:-aer "Proposed" by 0. 070 feet. SCS-ENG-538 Rer. 5-70 U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME c p r -r DISTRICT DATE I,) - a- a J 1 i.1:. i r• . COUNTY S. C. S. PHOTO SKEET NO. �n t WORK UNIT -- WATERSHEU AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND-ACRES TOTAL_ ACRES POND CLASS WORK UNIT CONSERVATIOivIST SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz_ scale 1 L. Locate reference ,enter paint in ,nter line of dom and tdenti/V on sketch. CPtI 1 I i i I SHOW BORING NUMBER AND PROFILE DEPTH Make and list dam-site and s011lwaV borinas/first-thm �?G (Continued on back +echo,,necessary) Show oral,,,table� s on da and borrow c boring fps-separotr with L—tical red line. SCALE leuoon 2 3 4 5 6 7 8 9 10. =11 12 13 14 15 16 17 18 19 20 21 22 23 '�- sc- 6- ,Srt J;- , I BORINGS MADE By SIGNATURE & TITLES ? SCS-ENG.538 U. S. DEPARTMENT OF AGRICULTURE Ray. 5-70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME 0 a I's DISTRICT - - — DATE al t rf d Jd,I.,, _ COUNTY— S. C. S. PHOTO SHEET NO. WORK UNIT— WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale I"= feet) Locata reference point pn center line of dam and identify on sketch. i S-0 r SHOW BORING NUMBER AND PROFILE' DEPTH Make and list dam-site and spillway borings first-then ponded area and borrow pit borings-separate with vertical red line. (Continued on back where necessary) Show water table elevations on dam-site borings. SCALE 1 2 3 4 5 6 7 8 9 10. 1 11 I2 13 14 15 16 17 18 19 20 21 22 23 b 4 SM Eta L BORINGS MADE BY �' SIGNATURE & TITLE I _ I �SO •J I - I i f - _I I :r f I I I I 1 .. _ _ I i - r , I t I I _ I I : , 1 I i I I y� y j ' ' � � ...: i ..{ , !_.._ I i _i. i-'I �j-- �•'i i� j. ..i I � i., I - 1.��^. OOii�� 2:. i I _ I rjA I i.r,� ! I S Fkt fi r, I I I- ltj 1 TI Ll 17 I I I . .t,_. , I I 1 r t• , t-r-. .l._l.. _ ,- - -.�._:._'-1--; . _i..�. .i I .. r I f i L , i ! ! � � I : rr - - 1 i � I , f r I • : ! i : _I -_ -- -------...---- _ i : :-------"'-"--- '-i -:--I-- I - ----- -- - J 1 _ I -- -, f I i-� ; . I ��IFT �-.: I 17 77 I II : : t . . . I , I _ : .f- i I , f i i , , I : 1 ' i _ T i ------ _ - M A 2 8, 20i9 i . l._ _ .. _ State of North Carolina Department of Environment and Natural Resources Division of Water Quality Non-Discharge Permit Application Form (THIS FORMAMYBE PHOTOCOPIED FOR USE ASAN ORIGINAL) General Permit - Existing Liquid Animal Waste The followin The g questions have been completed utilizing information on file with the Division review the information for completeness and make any corrections which a quest Ple ion has not been completed by the Division,please complete as best as re appropriate. If any question unanswered. Possible. Do not lea 1• GENERAL INFORMATION 1.1 Facility Name: J&S Hog Farm 1.2 Print Land Owner's name: James Stroud --- -------4 -�---- --- ----- 1.3 Mailing address: PO Box 125 - -- ---- ---- - - ----- ___ _~---~ City,State: Albertson NC Telephone Number(inciude area code): 919-658-1188 Zip. 28508 1.4 County where facility is located: Du lin 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers 1- - - --- copy of a county road map with the location of the farm identified): Take Hw 111 port for state roads. Please include 2 miles northwest of SR 1306 on the southwest side left}, h from Albertson. F _arm is 41:�ro: 1.6 Print Farm Manager's name(if different from Land Owner): --- - 1.7 Lessee's/Integrator's name applicable;please circle if a e which type is listed --- ( 1.8 Date Facility Originally Began Operation: 01/01/92 a►JtMAIS ft_A ) Goldsboro Hoa Farms 1.9 Date(s)of Facility Expansions if applicable): �eD 7u�E�q2 )( 2• OPERATION INFO �-- -- - - - --- RMATION: ------- 2.1 Facility No.:_31 (county number); 2.2 Operation Description: Swine operation _556 (facility number). Farrow to Wean 1083-Certified Design Capacity The "Is t e above information nf o shoohould c rrecmaxnnum numReror yes; no. If he waste management correct below using ��of S the design which the structures ere designed.capacity of e facility Swine No.of Animals ape t Feeder der Pe of PoultryNo. of Animals T e of Cattle Layer - NoNo, Of Feeder to Finish �~ --� - Dairy � Farrow to Wean(#sow) --- Non-Layer ----- Beef Farrow to Feeder(#sow) Turkey_ - Farrow to Finish(#sow) _ z Other Type of Livestock on the farm: - ------- --- - - ----- -- -No. of Animals: FORM: AWO-G-E 5/28/98 Page 1 of 4 31 - 556 2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application 35.0 20.58 system): 2$66- ; Required Acreage(as listed in the AWMP): -36.4 2.4 Number of lagoons/storage ponds(circle which is applicable): Z _ 2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one) 2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only) YES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? ?- if 91 What was the date that this facility's land application areas were sited? 18-ql 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space.provided next to each item. Ap2licants Initials 3.1 One completed and signed original and one copy of the application for General Permit-Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility does not have a CAWMP,it must be completed prior to submittal of a general permit _ application for animal waste operations. The CAWMP must include the following components: — — - — 3.3.1 The Waste Utilization Plan(WUP)must include the amount.of Plant Available Nitrogen(PAN)produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields(e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.). Please be sure to include any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list,please include the additional components with your submittal. FORM:AWO-G-E 5/28/98 Page 2 of 4 31-556 Facility Number:31 -556 Facility Name: J&S Hog Farm 4. APPLICANT'S CERTIFICATION: (Land Owner's name listed in question 1.2),attest that this application for S,85 No& FA1zM (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are of completed and that if all required supporting information and attachments are not included,this application packag2ANAGiERi'S to m Signat Date 23 J'uW qg 5. CERTIFICATION: (complete only if different from the Land Owner) I' (Manager's name listed in question 1.6),attest that this application for _ _(Facility name listed in question 1.1) has been reviewed by me_ati:I is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned as incomplete. Signature — _ — _ Date THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON-DISCHARGE PERMITTING UNIT POST OFFICE BOX 29535 RALEIGH,NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 5/28/98 Page 3 of 4 31 -556 f 1�5 y. X LAGOON ""�.�• 1 11 J O � 1 SCALE: 1" = 200, Cap WOODS (fi y'i �} 6 1x� r HOUSES i 1 (S f { Y Jr eta" s } z {{ �BLOCKING I Tt" S B'x B•TEE d i MAIN LINE r$ - HYDRANT ~ 5. t 280' FENCE ..K. ' BLOCKING 130 130, a TYPICAL,DE FE r N z , 0 TAIL AT NCE LINE S` eUF v FER � p = N � W 2 N V N t14A.4.1�"'hlt�'N'U57'IOIfO AT'i1U-R.• ` p � ykN 6�1'•WI,f/C'IA.Yt( IAkR`RPSiR TEF S•DEAD ENDS ArH I.!�X:@i•`,'!'. G pR�SY)Vltq 71b'(SDR.21j AND SHALL BE BURIED TO ( t(ltpj A111f)IIA�(11)pN 7711?ASCS MAP PROVIDED \ '[1-7AKI?N IN 711G I7EL.D. 17'ISY THE ` t'1.:1?I?(ili'r{N�i_III:I.II;F; coCORRECC TO ` U'77IE, AL. OWNER SHALL .1��'R;IS7F.1't(>.s't:'.•. I'NICTIONS AND APPROV CONTACT .. �. LIIAI.L BE PROVID w i p AND: rD ORDER TO MAID ` by k'!iX',[)N:Y111i 11 SA,THIS LIMOD IS CH)Gfi OF 771E FDS OSEN IN (LI . BUFk ` Zp 019 :I I OC 0 PUMP LOCATIONTION Pq I sou 150 Gun w/.86 Ring Nozzle,John Deere 402 ._• :....... --_ Make, Mocre/ and Type of Equipment: Cadman model 3000 Reel,. OD Engine w/Berke., 12EQ. F EQUIPMENT SETTINGS Zones (2) Travel Application TRAVEL LANE Wetted Flow Nozzle Operating Operating within Speed Rate Effective Effective Hours per Diameter Rate Diameter Pressure Pressure Arc Wetted Fields 1 ft/min in/h Width ft Length ft Pull feet m inches Gun sr Reel(psi) Pattern 3 Acres Comments 1 A 2.35 0.30 194 184 1.2 260 110 0.86 60 75 300 0.82 1 B 3.92 0.49 104 628 3.0 260 110 1 0.86 60 75 1 180 1.50 2A 3.92 0.49 150 718 3.4 260 110 0.86 60 75 180 2.47 2B 2.35 0.30 180 234 1.6 -260 110 0.86 60 75 300 0.97 3A 3,21 0.40 90 100 0.7 260 11-0 0.86 60 75 220 0.21 313 2.35 0.3.0 180 764 5.3 260 110 0.86 60 75 300 3.16 4 2.35 0:'30. 194 4.04 2.8 260 110 0.86 60 75 300 1.80 5 -2.35 0.30 208 906 6.3 260 11.0 0.86 60 75 300 4.33 6A 2.35 0.30 20.8 304 2.0 26.0 110 0.86 1 60 75 300 1.45 66 3.92 0.49 104 578 2.8 260 110 0.86 60 75 180 1.38 7A 3.62 0.45 130 174 1.1 260 .110 0.86 60 75 195 0.52 7B 3.92 0.49 104 258 1.4 266 110 0.86 60 1 75 180 0.62 8 2.35 0.30 194 304 2.0 260 110 0.86 60 75 300 1.35 (1) See attached map provided by the Field Office for field location(s). 20.58 = Total Eff. Wetted. (2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. Acres (3) Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter). May also use degree of arc in degrees. t= YY r r - - 9., EXHIBIT D-1 IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: ,-54 cs >-'roe. a County: 1J u Address: Ho. 130 12 A)be-r-tL0f\ . Itil CO Date: Telephone: T) - s -it TABLE 1 - Field Specifications ��a C+ f Approxbnnte Maximum Maximum Maximum Application Useable Size Application per Irrigation Field' of Fleld2 Slope Rate3 Cycle3 Number (acres) Soil Type (°/u) Crop(s) (1nlhr) (Inches) Comments , 83 o Ky\'S A IL L { 10—r ff`a@dam-&&&l H 56' 1 'r �^ 1See attached map. 2Total field acreage minus required buffer areas. 3Refer to N.C.Irrigation Guide,Field Office Tecluiical Guide,Section H G. Annual application must not exceed the agronomic rates for the soil and crop used. NRCS, NC TUNE, 1996 may--`•' -`•_-=-> -='�✓ - •'tea- a* a-�-•`-� s ✓�2' &` u �s�- f t 4 x+s ue_ �Ss ✓' .g Y� � y y ? sr t fir? ra +P :c -Sc�+'- tt' '§-Y_ -R_. i �r ' ,�C,k_,� r _ �+.fy - +fig 'i3�. s"..ns� y"`yb,., _ �'iY, 1` - }'•Y`, _ - _ �,w'iz•,c '..=yip F ,_F:��a`�= .5,� ''Y"^. - 4- 1• k> 3-.. s't 'P F tz''=�'r' .- {rp,�€ a3u-�£ - `-.,,a�c�7'• .� 3 .�•'c,.Y,Iw I sf¢`(t�� - `"-v-f "_tea - � ?v '3., 1'�7 +..y �2 ::R ,L i�u txr F �'�3' 'fir a�4. 'r` _ _ ' - } r- . * # y' � 'k r X s x ys a r . , a t> s .rX_ 4 s t rr. se !�.- r 3s- _ - _ .,� 4 .,., l. V - A i t - *... -F L s, -.� �. - t k .s t2. ' 1+ a-^ - b _ ,_ �_.. ,x-.. Tom,,, -a i - _ �. vs aT s •_ -- ,k - i. . -g'. y.`¢._`;�-. "t�"'`f.": rT._+c_r1'•. 3*• hr _ .-T `Ift. �' '...'."L r3:.'-.-:h:.•s -f'�y �zi_;8. .tk '' 'tea ' ' Y '�'" ..s. ' ,y `S 'F 2 . f Q o uv". �^wt i> "' `- h Y'. ). t _ t,-s 4t t L i "z `: fm' _ n- ,..A.Q M. � , - .ma's" =�•`� _- 3,,r- - s _ _ . - _ _ :r- ffix; r r`a - .--- zT-m-F.:-,�.rr` � -- _=:. z ti''� - ,%:r ,K ti -..3r -w.'s�c -'-` '. ?"� _..� try-{'*i: :-�..-: _ _.�+'. n. -'4::i .V�, 3 � - -� - - 'r:r -k=�,_-_s ...axs'i•?'�.:- . "`any - - --- . mar^3�- '>.. s's -.-...� F 'qv -Y�- v f - - - s Tom.}.B. S.+ S . Is ' ? 7' -;ate;. �. ' ��` 3• s' 4 _ J - - .,�=,,r-a"'�,.a- 'rZ. _-ems`'-'_°,�a-_s„,r�sr �# .� -�- ,�, .. .K•-may Y ., :-.< �.s �' + �.. s'". ""'s�`ce, day 9' _ y __ - `` _ jam- xf :a. _ - ti, t _ ems:: sue:. r �_p� �' `` _`- �� ' € z *" r .. - s e k`"cr' t.„•r_ -cam_z 'z, �+ y s -1 _ -' %o ". -� S jam' �,. _ l�'� '' L 6 3 'W+3'Y.fVx - Y r' { � � � , s'i. x.. .. ✓ .- Y L- hT. it i u Ede '_ i S. � .� p''ff'3.' /a "- :.77�-, -'mot- 'R- VIV .,,ram"' % •. . 4' ''„'' a #xs 11 i 'C0'_.rc _ '''d+-'•". 'fit r t �'{.3� ' `.&' j��''' r r ii y - - ss'$d'�ez 1'v< .� .3 '.�}fir ."'s Iv 'z �.. - •'�T - �' e'...-.d' ,.rr. - c. ram:." r ll� - �_115 � � 3 ` fi r� _Zl "rq e4 c ' i� f$ . , N _. -E, s - s,F y'- .� j + i`-r- -� ,..ram 4 -.?� �E'.':` + -'z' fi�.c `-.�. �11 S f-. .,f��'` ice. - -' y - '- - ` 1k-2' +,.: -. ^a` 'mil "` "zio' .' a _ �r Fs ram,. k _ ..rc. `z€ .x' - '"'-�'. _ t �r'L . „=�3 .�•- - :ems. � 99 o'er u '_ �.<; -- "'�.. ' = . -"-4'= - •4 r r , W'R. "'" Y'Y�'�... - J �.f,�i.�'"e�s - - ''Y O 1 c .- P� 'Fi �"r-3z 'ram ,y .:`,r.J'n' ✓ �,. r �`„-aE _. F.._t ,�, - _ t:.,- r[a 'g-i -�`< ,.,-,-- r .ter- a,�- a' - ,Y �..�s't,'.a W,�,r ¢ �� rr - Z. z- _ � �_y �'ac- .�" � �"tny, �'--t�' ",kyh• `sr--IW ' *- -S.-rf.. , -�-l' + C`---z `a'`x-_ gt�._•tr:.a _ 4a`• .,•�C ON. :Fl s Y - . ti;' - s--z"r��, _- g�y�xcs�Td .,�Ly .t"t. ,may_ ;� :- _ `z �•� S� - - 'rrw 'I _. t r -- - EXHIBIT D-1 IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: zrgMiE$ s4ro u,a, County: 4 Address: -r,D. 0. i2 s- . ber CA C �a�c' Date: Telephone: E - TABLE I - Field Specifications f - Approxlmate Maximum Maximum Maximus Application Useable Size I Application perIrrlgatlon Tlcldl of Fleld2 Slope Ra1c3 Cycle3 Number (acres) Sop Ty a ' f f} ( (l�hr) (inches) Comments S p are ' ��- o �' c� "a , o k Q" of �1.a L l!. 13g,"jfvku,LA., east Q Q i IS cc attached map. 2Tota1 field acreage minus required buffer areas. 3Rcfer to N.C.Irrigation Guide,Field Office Teclurical Guide,Section II G. 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I .. . __ __ __ ------------..----`­­_ 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 fSl Dry floors Floor surfaces • Wet manure-covered floors ® Slotted floors; A 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; ❑ Underfloor ventilation Ventilation exhaust fans Volatile gases; 0 Fan maintenance; Dust N Efficient air movement Indoor surfaces • Dust A Waslidown between groups of animals; ® Feed additives; ❑ Feeder covers; R Feed delivery downspout extenders to feeder oe+6ers 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 Jg1 Extend recharge lines to near bottom of pits liquid while pits are filling with anti-siphon vents Lift stations f • Agitation during sump tank ❑ Sump tank covers filling and drawdown Outside drain collection • Agitation during wastewater ❑ Box covers or junction boxes conveyance Source Cause BMPs to Minimize Oddr _ Site Specific Practices End of drainpipes at • Agitation during wastewater EF Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions; 10 Proper lagoon liquid capacity; • Biological mixing; 2F Correct lagoon startup procedures; • Agitation a Minimum surface area-to-volume ratio; IM Minimum agitation when.pumping; CI Mechanical aeration; O Proven biological additives Irrigation sprinkler • High pressure agitation; Sr Irrigate on dry days with little or no wind; nozzles • Wind drift 9 Minimum recommended operating pressure; IN Pump intake near lagoon liquid surface; O Pump from second-stage lagoon Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading; surface • Mixing while filling; O Tank covers; • Agitation when emptying 0 Basin surface mats of solids; O Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying O Remove settled solids regularly ^Manure,slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges; spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use; CI Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges slurry or sludge on field drying 0 Soil incorporation within 48 hrs.; surfaces Cl Spread in thin uniform layers for rapid drying; O Proven biological additives or oxidants Dead animals • Carcass decomposition 6$ Proper disposition of carcasses Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits; pits O Proper location/construction of disposal pits Incinerators 9 Incomplete combustion 0 Secondary stack burners Source _ a� Cause BMPs to Minimize Odor Site Specific Practices (Standing water around • Improper drainage; 21 Grade and landscape such that water drains facilities . Microbial decomposition of away from facilities organic matter Manure tracked onto • Poorly maintained access roads Farm access road maintenance public roads from faun access — Additional Information : Available From: Swine Manure Management; 0200 Rule/BMP Packet J 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 Bws 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. O Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids ® Maintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6- 8 inches over more than 30%of surface. Excessive Vegetative Decaying vegetation Er Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along waters edge on impoundment's perimeter. — Dry Systems Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g., bunkers and troughs)to minimize the accumulation of decaying wastage. I$ 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). O Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. BMPs to Control Insects- Site Specific Practices Source Cause Animal Holding Areas • Accumulations of animal wastes O 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)where manure is loaded-for land application or disposal. O Provide for adequate drainage around manure stockpiles. Cl Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. tension Service,Department of Entomology,Box 7613,North Carolina State University, For more information contact the Cooperative Ex Raleigh,NC,27695-7613. Insect Control Checklist for Animal Operations — Source _ — - = Cause IgMPs to Control Insects - Site Specific Practices _ Liquid Systems Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed ® Remove bridging of accumulated solids at discharap 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 to 8 inches over more than 30 percent of surface Excessive vegetative • Decaying vegetation ® Maintain vegetative control along banks of growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry S ysteams Feeders Feed spillage ® Design, operate,and maintain feed systems — (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage ® Clean up spillage on a routine basis (e.g.,7- 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 Site Specific Practices g Accumulations of feed ® Reduce moisture accumulation within and around residues immediate perimeter of feed storage areas by ensuring drainage is away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products) 13 Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed Animal holding areas Accumulations of animal 0 Eliminate low areas that trap moisture along fences wastes and feed wastage and other locations where waste accumulates and disturbance by animals is minimal 11 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 ® Remove spillage on a routine basis (e.g., systems wastes 7- to 10-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 handlin 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 PLAN PHONE NUMBERS Division of Water Resources (DWR) Emergency Management System (EMS) Soil and Water Conservation District (SWCD) Natural Resources Conservation Service (NRCS) _ 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. I 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 Iocation 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 Sheriff's 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