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HomeMy WebLinkAbout330020_Permit Renewal Application 2019_20190410State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2019. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee 1. Farm Number: 33-0020 Certificate Of Coverage Number: AWS330020 2. Facility Name: Blount Bros. Farm 3. Landowner's Name (same as on the Waste Management Plan): J L M Mayo Farms LLC 4. Landowner's Mailing Address: PO Box 10009 City: Goldsboro State: NC Zip: 27532 Telephone Number: 919-778-3130 Ext. E-mail: 5. Facility's Physical Address: 533 A B Jones Taysor Ln City: Bethel State: NC Zip: 27812 6. County where Facility is located: Edgecombe 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"): Maxwell Foods LLC 10. Operator Name (OIC): Jimm. Steven Stewart II Phone No.: 919-634-5260 OIC #: 1002865 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operation Types: Operations Type . Allowable Count Swine - Farrow to Wean 2,150 Swine Cattle Dry Poultry Other Types Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses Wean to Feeder Dairy Heifer Laying Chickens Horses - Other Farrow to Finish Milk Cow Pullets Sheep - Sheep Feeder to Finish Dry Cow Turkeys Sheep - Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated' Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) ISOLATION Sdw tiles 94 u4ty (*7967L 1ti66ad (i .SOW Kp ikri iN Seer ek a si VI b0 i 20®D 1 PI Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), sioned b; the owner and a certified technical specialist containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: TIM a 1^71[ t Title: Signature: Date: 9/7 PO I) Name: Title: Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 ROY COOPER Covnrnror MICHAEL S. REGAN secretary LINDA CULPEPPER DireKfor NORTH CAROLINA Environmental Quality February 27, 2019 J L M Mayo Farms LLC Blount Bros. Farm PO Box 10009 Goldsboro, NC 27532 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: APR 0 2 2019 Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available at https://deq.nc.aov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Cutrenth Covered by an Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019. Please note that tiou must include one t11 copy of the Certified Animal Waste Management Plan {CAWMP) with the completed and sieved application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9100. Enclosures cc (w/o enclosures): Sincerely, Jon Risgaard, Section Chief Animal Feeding Operations and Groundwater Section Raleigh Regional Office, Water Quality Regional Operations Section Edgecombe County Soil and Water Conservation District AFOG Section Central Files - AWS330020 Maxwell Foods LLC North Caroina Department of Enviroiunental Quality I Division of Water Resounc s 512 N_ Salisbury St. 11636 Mail Servia�ce Center I Raleth, North Carolina 27699-1636 319.707*9000 a�uuni FtIKULEUM BETHEL 9195254351 P.01 E1 � �4, i o' e, P'Q$k'S I �, a,v_.„ State of Nor: 1 Carolin0 Department r Enviro ment, Health and I �: tural ReourcesAA • Division of WE e, - Quality James B. Hun Jr., Governor Jonathan B. r >i res, Secretary F H NI F A. Preston Ho.: 1:: rd, Jr., P. ,, Director Meredith Ozii, s • Blount Bros.Sc it e Farm LLC Blount Bros. )` ti PO Box 400 Bethel, NC 273 • • • • Dear Meredith C ;. nek: July 24, 1997 N1 NCCFolgm d25- (453 Subject: Farm No. 33-20 (r'ih`/o) Additional Information Request Blount Bros. Farms Animal Waste Operation Edgecumbe County The Pen ti s and Engineering Unit has completed a preliminary engineering review of the subject application. A d ii Tonal information is required before we can continue our review. The number of animals (2150) ., r: icated in Pict 111.2 of Non -discharge permit application form and the cettfication form (2070 sows an 3 1; isolation unit) do not agree with the numbers (2000 sows) on the Aninlal Waste Utilization Pl?r. :f lease makk necessary corrections on your waste utilization plan to r+fleet the designed and r fied capacity of 2070 Farrow to Wean and 80.isolation operation d send to this office by Aug sr 24, 1997. Please r 3: rence the subject farm number when providing the requested information. All information she l be signed, and submitted to my attention at the address below. Please note that failure to provide this a; ie` itional information on or before the above requested date can result in y ur application being returned 2 i acomplete.' If you i : v.: any questions regarding this request, please call me at (919) 733-5O83 extension 363. APR 0 2 2019 cc: Raleigh Rc.i o ial Office, Water Quality Permit Fitt � Lid 1l lQ1A v vtiee - gtak A-1) �rs Ti4aVt ((5, l Sincerely, J.R. Joshi Soil Scientist State Engineering Review Groµp ct71-- S1414-1 4%017 P.O. E n, 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719 Ar I, qi al Opportunity Affirmative Action Employer 50% recycled/ 10% post -Consumer paper 0 Farrc•v 0 FarTc -v 0 Farm' BLOUNT PETROLEUM BETHEL 9198254351 1 P.01 -. frr7 I an Pe. -Spkges III. 0 '1 :RATION INFORMATION: 1. Farm l•;c 33-22 2. Operati o 1 escription: wine o Type a: u ation farrow to Wean 150 - Certified Do'girl Capacity Is the information correct? yes; kls,s1Aninials J seeder (# sow) t Finish (# sotiv) Other Ty t of Livestockori the farm: 3. AcreaE;: a red and available for application: 37.00 ; Required Acreage (as listed in the CAWMP): jj7 00 4. Numb : f .agoons: 2 ; Total Capacity: 1l II D Cubic Feet (ft3) Numb r f ;torage Ponds: ; Total Capacity: _ Cubic Feet (ft3) 5. Is anima' A ,ste being applied on any field which has subsurface drains? YES or ' (please circle one) 6. Are sot s r. ice drains present in the vicinity of or under the lagoon? YES or N{) (please circle one) no. If no, correct below using the design capacity of the facility Typc of Poultry No. of Animals Typc of Cattle No. of Animals 0 Wean bF' .eder 0 Layer 0 Daily o Feeder inish 0 Non -Layer — 0)3eef a 'dean (# sow) _ 0 Turkey — No. of Animals: T IV. APPLIC!.A C'S CERIEICATION: --e�: t, s:; G.11 1f�i,- _ L L (Land Owners name listed n question I1.2), attest that this application fcL has been reviewed b application are not c will be returned to r Signature • ca—,_(Farm n me listed in question II.I) r..c and is accurate and complete to the best of my knowledge. I understand that if all r quircd pans of this n. Acted and that if all required supporting information and attachments are not included, this application package s inclet4. f V . MANAC: k i. S CERT application for C has been reviewed b application are not c will be returned a:;1 % Signature yl THE COMPL •w2 (Manager's name listed in question II.6), attest that this C! do 4 YtLs Swint Fax rn (Farm nlme listed in question II.1) i :e and is accurate and complete to the best of my knowledge. I understand that if all required parts of this tr Acted and (hitt if all required supporting information and attachments rue not included; this application package mplele. 4 • 14) • /4� Date —1 �/" S ICATION: (complete only if different from the Land Owner) 0 Date I? ) APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION PERMITS ANI) ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FORM: AWE_!. E 2/26/97 Page 2 of 3 ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS Please return the completed form to the Division of Enviroaaental Management at the address on the reverse side of this form. Name of farm (Please print) : %OUNT BQUn-#eRS SWING * JV15 Address: Fe. BOX . NG 2-7012. Phone No.: qIq-025-3701 County: 69freeDm Farm location: Latitude and Longitude:', 5 /11 22 00 (required). Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.): SLAIN e Design capacity (number of animals) : So 6014.1 I461-AVON Average size of operation.(12 month population avg.): 500ow4 Average acreage needed for land application of waste (acres): = AG'¢PS ====== = ======= ==== =========3 3-= =========== ======= ============= ===== = ==== Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria-have__been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party); access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Name of Technical Specialist (Please Print) : ('OR( N. PEl1U Affiliation: ENVIROkmENTRt. M1kt4Abgv - &OL'D41)07-O NDG eftiv4 %NL . Address (Agent• ) : P-0. 15,0 100Dq (rDl-P OQD, NG 1.73.2. Phone No. 1111-1i8-3130 Signature: ', A /l!`� [eDate: 2g 06G44 = 73--.-- 33.. =3..,====-_-=---3=-337 Owner/Manager A--- I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of Land Owner (Please Print) : L. Sinc�f* Signature: Date: —3-- I `/ Name of Manager, if different from owner (Please print): Signature: • Date: Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEM USE ONLY:ACNEW)# WASTE UTILIZATION PLAN Goldsboro Hog Farms, Inc. Thursday, August 7, 1997 Producer : Farm Name : Telephone # : Type of Operation : Number of Animals : Application Method: J.L.M. Mayo Farms LLC J.L.M. Mayo Farms LLC P.O. Boc 10009 Goldsboro,NC 27532 (919) 778-3130 Farrow to Weanling Swine 2150 sows design capacity Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Page 1 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 2150 sows X 6.1 tons waste/sows/year = 13115 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 2150 sows X 5.4 Ibs PAN/sows/year = 11610 PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and suface application. TABLE 1 : ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC. DETERMINING PHASE CODE NIACRE NACRE USED TIME 289 1 4A FORESTON ALL BH 6 300 0 1.06 318 APR-SEP 289 1- 4A FORESTON ALL SG 1 100 0 1.06 106 OCT-MAR 289 4B FORESTON ALL BH 6 300 01 2.12 636 APR-SEP 289 -- 4B FORESTON ALL SG 1 100 2.12 212 OCT-MAR 289 5A FORESTON ALL C 120 130 20 3.53 459 MAR-JUN 289 5A FORESTON ALL W 55 132 0 3.53 466 SEP-APR 289 5A FORESTON ALL SB 35 140 0 3.53 494 APR-SEP 15 289 * 5B FORESTON ALL C 120 130 20 3.52 458 MAR-JUN 289 • 5B FORESTON ALL W 55 132 0 3.52 465 SEP-APR 289 5B FORESTON ALL SB 35 140 0 3.52 493 APR-SEP 15 289 * 5C FORESTON ALL C 120 130 20 3.39 441 MAR-JUN 289 5C FORESTON ALL W 55 132 0 3.39 447 SEP-APR 289 5C FORESTON ALL SB 35 140 0 3.39 475 APR-SEP 15 289 5D FORESTON ALL C 120 130 20 1.95 254 MAR-JUN 289 * 5D FORESTON ALL W 55 132 0 1.95 257 SEP-APR 289 5D FORESTON ALL SB 35 140 0 1.95 273 APR-SEP 15 289 SS1 FORESTON ALL BH 6 300 0 3.93 1179 APR-SEP 289 - SS1 FORESTON ALL SG I 1 100J 0 3.93 393 OCT-MAR 289 SS2 FORESTON ALL BH I 6 300' 0 3.42 1026 APR-SEP 289 - SS2 FORESTON ALL SG J 1 100 0 3.42 342 OCT-MAR 289 SS3 FORESTON ALL BH I 6 300 0 2.55 765 APR-SEP 289 - SS3 FORESTON ALL SG 1 100 0 2.55 255 OCT-MAR 289 SS4 FORESTON ALL BH 6 300 0 2.81 843 APR-SEP 289 - SS4 IFORESTON ALL SG 1 100 0 2.81 281 OCT-MAR 289 SS5 FORESTON ALL BH 6 300 0 1.73 519 APR-SEP 289 - SS5 FORESTON ALL SG 1 100 0 1.73 173 OCT-MAR 289 SS6 IFORESTON ALL BH 6 300 0 4.26 1278 APR-SEP 289 - SS6 +FORESTON ALL SG 1 100 0 4.26 426 OCT-MAR 289 SS7 'WAGRAM 0-6% BH 5.5 275 0 6.47 1779 APR-SEP 289 - SS7 JWAGRAM 0-6% SG 1 100 0 6.47 647 I OCT-MAR TOTALS: 13668.6 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all Page 2 nutrients. This plan only addresses Nitrogen. Page 3 TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field due to overseeding. **Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in TABLES 1 and 2 above: CROP CODE CROP _ UNITS LBS N/UNIT C 1 CORN BUSHELS 1.25 BH HYBRID BERMUDAGRASS-I-IAY SG TONS 50 SMALL GRAIN OVERSEEDED SB SOYBEANS WHEAT AC 50 BUSHELS 4 Page 4 TOTALS FROM TABLES 1 AND 2 TABLE 1 ACRES LBS AW N USED 40.74 13,669 TOTALS: 40.74 13,669 AMOUNT OF N PRODUCED: 11,610 *** BALANCE -2,059 *** This number must be Tess than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 1892 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1.56 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. APPLICATION APPLICATION CROP RATE (in/hr) AMT (inches) TRACT FIELD SOIL TYPE 289 --SS7 WAGRAM 0-6% SG 0.60 *1 v289 SS7 WAGRAM 0-6% BH 0.60 *1 289 *5A, *5B, *5C, *5D FORESTON ALL W 0.60 *1 289 I, .-SM., -ss2, --SS3, -SS4, FORESTON ALL SG 0.50 *1 289 *5A, *5B, *5C, *5D FORESTON ALL SB 0.50 *1 289 *5A, *5B, *5C, *5D FORESTON ALL C 0.50 *1 289 4B, Ssi, SS2, SS3, Ss4, sS5, FORESTON ALL BH 0.50 *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 5 NARRATIVE OF OPERATION This WUP has been amended to wettable acres by irrigation pulls and solid set zones as indicated on the most current FSA maps. Actual survey maps are also available that indicate that the FSA map figures are in error and that even with the required buffers and setbacks, there are more actual acres available for land application than the FSA maps indicate. The WUP is written by irrigation pulls and solid set zones and the required information is documented on the D-1 form. Per Interagency Nutrient Management Committee Guidance dated 10/17/2017, the modification update for the 100 lb nitrogen PAN rate for winter small grains is as follows: - farms utilizing the 100 Ibs/ac PAN rate for the overseed are allowed to apply no more than 50 Ibs/ac PAN from OCT 1 - DEC 31 and no more than 50 Ibs/ac PAN from JAN 1 - MAR 31 - application made during the months of DEC and JAN cannot exceed the combined total of 25 Ibs/ac PAN for the two month period - the last application of animal waste is to be applied to the bermuda crop prior to SEP 30 - the PAN rate for grazed systems must be reduced by 25% - cereal rye and annual ryegrass should be planted by OCT 15 to provide the best opportunity to get winter growth - harvest is required prior to heading or APR 7. whichever comes first, for both cereal rye and annual ryegrass. This is necessary to minimize the potential for shading of emerging bermuda and reducing its yield. To favor the production of bermuda, additional harvest of annual ryegrass will be required when the ryegrass canopy reaches 12-15 inches height. - these management requirements shall also apply to overseeded winter small grain 20 Ibs of PAN has been deducted from the corn PAN allowance for residual N following a soybean crop in rotation. In the event corn is planted and does not follow a soybean crop, the 20 Ibs of PAN will need to be added back to the PAN allowance in Table 1. This WUP was amended just for Change of Ownership on December 1, 2006. 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 surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil Toss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance.) *7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: the outer perimeter of the land area onto which waste is applied from a lagoon that is a Page 7 component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12, Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the Iandownwer. 14. Waste shall be applied in a manner not to reach other property and public right - of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. *18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. *19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied as a preemergence with no other applications of animal waste during the crop season. *21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. Page 8 23. Dead animals will be disposed of in a manner that meets North Carolina Department of Agriculture regulations. * Liquid Systems Page 9 NAME OF MANAGER (if different from owner): SIGNATURE: NAME OF FARM: J.L.M. Mayo 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 FACILITY OWNER: J.L.M. Mayo Farms LLC SIGNATURE: DATE: „.. l i r. t-i L,,,,s NAME OF TECHNICAL SPECIALIST: George H. Pettus please print DATE: I0 11i/I 7 AFFILIATION: Mountain 2 Sea Environmental LLC ADDRESS (AGENCY): 12 Hampton Lane Weaverville, NC 28787 (828) 785-3395 SIGNATURE: DATE: 1141 �17 Page 10 Steve der Oarradssikost October 4, 2018 To Whom It May Concern, North Carolina Department of Agriculture and Consumer Services Agricultural Services' Dr. Alexander IL "Sande Stewart . Assisted Cornmissbner As a follow-up to an email fromme to Michael Shepherd of the Soil and Water Conservation Division of 14CDA&CS on October 2, 2018, there have been several requests to place that communication on letterhead. Considering remnt information provided below by our Regional Agrononests, we are supportive of extends-1g the prayin/application window up to October 20th 2018. This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after extended periods of wet weather and Hurricane Matthew. Bermuda is by far the best crop to apply ntarients to now. it is still actively growhIg, utilizing nutrients, and can still be harvested thus removing the nutrients applied. It is my opinkrn that a statewide pumping window extension should be granted until October 20, 2018 for bermuda. Bermuda will continue to actively grow and utilize nutrients if the soil terrtperature stays above 65 degrees Fahrenheit. As mean ambient temperature clips below 60 degrees Fahrenheit growth wiil start to slaw after several days. Dormancy ME set in once mean ambient temperature reaches 50 degrees Fahrenheit for an extended period, if we look at the long-range forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to October 20th. Therefore, soil temperature shotdd also remain adequate for growth and development of bent -rude providing for nutrient uptake over the next 20 days. Stoptping on the 20th will allow for timely harvest and adequate regrowth before heading 'nth the winter months. A copy of this email should be maintained in the files of all operations spraying/application window. Please let me krt Regards, u have any questions. Alexander M. "Sande Stewart, Ph.D., Assistant Commissioner Attachment October 2, 2018 man E-rnait Sandy.Stawart@ncagtgov 1001 fltall ft-vice Center. Fteigh, Notth Camlina, 27699-1001 Mg) 707-3016 * Fax Gig; 7t-114 10/17/2006 14:15 91977B5762 ANNEX Notification of Change of Ownership Animal Waste Management Facility (Please type or print all infomution that does not require a signature) In accordance with the ItxplirOMOMS of 15A NCAC 2H .0217(ax1)(HX,di) this form is official notification to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form roust be submitted to DWQ no later than 60 days following the transfer of ownership. General Werra abpi Name of Farm: t310icNT1347400. FAtzt4 Previous Owner(s) Name: F RAM- DtattNT - BtADNT1lW6. SOW fillaM New Owner(s) Name: L.M. MAYD FARMS LLG Marling Address: P.O. ROX Wog 6etin6Ote0, NG Z7532. PAGE 02 Facility No: 33 Za Phone No: w2-1I4-ef502 Phone No: _ 41q-777-3130 Farm Location Latitude and Longitude: Sr, ,l! W / 1? 22' 10" County: Ep6Ef,OMt Please attach a copy of a county road map with location identified and describe below (Be specific: mad names, directions, milepost, etc.): t/Z MILE PA4r MAYOR GP ,SROAPS DW HWV 'macro WbtytT5(p6 p Ui uWkf OperatiOez err: Type ofSwine Na of -Animals Type of Poultry No. of 4nifnats D Wean to Feeder 0 Layer _ D Feeder to Fetish 0 Pullets X Farrow to Wean 2I50 0 Farrow to Feeder 0 Farrow to Finish Other Type of Livestock: D Gibs CI Boars Type of Cattle No. ofAnimals 0 Dairy O Beef Number ofAnimals: ACz a Available Far Applicatiort: �_ 6lt Required Ataeage: 40.7�} Number o f 1agoorts�s ► Storage Ponds : Z Total Capacity: I4' 34 Cubic Feet (fl3) *4404v*** *44444440lo4opt**+44+ vvvv!# •vm•vvvv.m vskv4#*ttvvv ivaav4overev***ov s Owner l Mankgtr Agreement 1 (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. 1 (we) know that any modification or expa'Lsion to the existing design capacity of the waste trainman and storage system or construction of new fatalities will require a permit modification before the new annals are stood Uwe) understated that these must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a roan -made conveyance or from a swim event less severe than the 25 year, 24 hour storm and these zrmst not be run—off froze the application of animal waste. 1(we) understand that this facility may be covered by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the Divisions of Water Quality to issue the requited permit to the new land owner. .Name of Previous Lan PE1t Lt. Son* , BLOVN r B . SOW Rimy' S1patarrDena: — 1. Name of New Land Ownrx:�s`L.MA. MAyD Flit l �� U 4 Signature: ! tit Date: / / i / G 4, Name of Signature: Please sign and return this form to: N. C. Division of Water Quality Aquifer Protection Section Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, NC 27699-1636 November 1, 2004 Untied Slates So11 4;) Deoarmentof Conaervatlon 1 ;',rlculture Service OPERATOR: FE1zlzELL g1-ouN-r • Please review the attached plan and specifications care.ull f this Ian for carefully. Retain pyour use and records. It is strongly recommended that you, your contractor, and Soil Conservation Service personnel art in agreement as 'to how the waste lagoon is to be constructed. The Soil. Conser.va;tslon 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•expec:ed so that final construction meets plans and specification and the job can be certified for payment (if cost-shaeiing is involved). The pad dimensions and grades are the best estimate. The BUILDER. or.. CONTRACTOR is.RESPONSIBLE for final layout and design of the r, Soil Conservation Service personnel will assist in a limited capachty,e as its major concern is the proper design and construction of the waste treatment lagoon. The actual amount of material required for pads and dam may vary from the estimates. The design.wj11 attempt to balance cuts and fills as close as possible. if additional material is required after construction is complete on the lagoon, the contractor and' owner will negotiate on the price and location of borrow area. . NOTE: Design Requirement: .13341785 cu.ft.-= cu.yds. Estimate of Excavation: cu.ft. _ 402$1 cu.yds. Estimate or Pad & Dike: cu.ft. = 319bS cu.yds. I.26 f ' Ration Job Class JP: Oa to Designed By Design Approval Na "e / S� dime Col Z ,va.4 ate O �n. So• Con7.tvglion $.rIC• •3 4n .t;.^Cy p1 !M :•2.•'m11n1 31 Act.CuIlW• • .•.. s•••••.r 1/4 •c' - %"- ::,-. N._ ,ck:-I '-. :•,7,,,..--).-, 1.,-. 7••7.. : . ...:41e.e.....".(,-. ,., •,.. ',-:-:,...,?.....',.S., 7-.1;,,,. • ' • Zni - ••".:• • 1- - ,!•.;; - • • '" ", ••.- 1/4 de •• \F • ‘-• .7 ' --,7 ,t. .,-.-..I_I .. •-. -, , z . 1-.. 7 - •:- —14.. - - • -' ‘N '-.-.t..,...... i•-...,' " o --.- 1/4 vz5r. 1 1 • gi • '1 — • _ .••••-•'7. 41k ee\‘k A.A . • NS, • \ 51-"tr• , • zle r›. //' • ‘5 \)1: gr, \ • / <11144'1 ...6AT Nfri \ '‘)). • 1.• • vs • \ \ CD* -.,mck-LN'sewriar.st4. `LYI!..4 • 4' . ••••• :Ntsk I,FAhrte,,k,1 '`1;•:.4**;finirk,.V 4.114,2:.:,.,7,1,3/4.4..f ••• U. S. Department of Agriculture NC-ENG-34 Soil Conservation Service September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner FE R &i-t_. County. �D(�&" Corrlie Community or Group No. Conservation Plan No. — L f ro rn ( 'e�* P} • ai br c dcc r+m Estimated Depth of Water to Top of Dam 6.q Ft. Length of Flood Pool sS'a Ft. Date of Field Hazard Investigation sa/i/93 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam. failure. Est. Elev. :Est. Elevation ' Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use : Improvements :Flo Above :FloolwaterlAir Above n : Ft. : Ft. : % : e ro icrrri t : Ft.Ft. . / . ub lc7hd : C r-i s,o Creek : O z . 4- 1 : a o : gt) : 7. . • 2 . '4• : 71ac) . a 5 �: �R isa7 t ,e r 3 : Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach CI e f .in; rovement , /o ec O J 1 down -/real vi • /(la /J: o&c.b/e -74L4cone ,n r'r-en rn jrn7.7ro verrce/7-75 -s/ . /c/ h e o ✓i-i ,ed br YL) , i J ed, Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) c� Dam Classification (I, II, III, IV, V) 7— By � .. W t01,5- (name) 6r (title) Concurred By c� �. tile} NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. Date /a%!/�� Date y'.3 '4. rdvm-....47...,.,,,54.,rrK.f.,,,,,,,"..rN,,Af,,,.. i.ttc -;...t l.., , .yw.i :a.r-•._ryrvF4vc+. ONETOE ..QUADRANGLE `: �' °` t_r.,at Y°: k:. SATES • _ri...t.:. 'i?C• j. _'?F��^`•: •a -, a+R�ji,,c.! � : UNITED T �. •- --;:- <,: NORTH .. CAROLINA : • ;-; ., 7.5 MINUTE 'SERIES •.(TOPOGRAPHIC) EPA_ RTMENT : OF - THE INTERIOR ;- SW/4 PARMELE 15• QUADRANGLE .. ;. r; , •..:. ...:GEOLOGICAL SURVEY . "" _,:.: :... •: .scale :I �.. 284 - 2 480 000 FEET ' ' '?;'sar : ' 286000mE 287 ;ice"„ eaa+1i'T Sr3d3 11 ��1436 �3j I \ ill • €_ator:Ferrell-Blount County: Edgecombe Date: 04/29/94 istance to nearest residence (other than owner): 2500.0 feet AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 0 head (finishing only) x 135 lbs. = 0 lbs 2000 sows (farrow to wean) x 433 lbs. = 866000 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other : 0 Total Average Live Weight = 866000 lbs MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 866000 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 866000 cubic feet STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 'OTAL DESIGNED VOLUME "OWNER REQNE7S NO 5c.uvGE `ToRAbE. SLuv(E W u .t 5E REMoV p AS NEEDED. r' Inside top length (feet) 580.0 Inside top width (feet) 270.0 Top of dike elevation (feet) 56.4 Bottom of lagoon elevation (feet) 44.4 Freeboard (feet) 1.0 Side slopes (inside lagoon) 3.0 : 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 574.0 264.0 11.0 AREA OF TOP LENGTH * WIDTH = 574.0 264.0 151536 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 508.0 198.0 100584 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 541.0 231.0 499884 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 151536.0 499884.0 100584.0 1.8 mni-n 1 nasci rrncri Vnl timm — 1 170a7 A 'TT VT ;. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 580.0 270.0 156600.0 square feet Buildings (roof and lot water) 0.0 square feet TOTAL DA 156600.0 square feet Design temporary storage period to be A. Volume of waste produced Feces & urine production in gal./day per Volume = 866000 lbs. ALW/135 lbs. ALW * Volume = 1581893 gals. or 211483.1 cubic B. Volume of wash water Describe this area. 180 days. 135 lb. ALW 1.37 1.37 gal/day 180 days feet This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * Volume = -0.0 cubic feet C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 13.4 inches Volume = 13.4 in * DA / 12 inches per foot Volume = 174870.0 cubic feet 180 days storage/7.48 gallons per CF APR 0 2 2019 D. Volume of 25 year - 24 hour storm Volume = 6.7 inches / 12 inches per foot Volume = 87435.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 211483 cubic feet 5B. 0 cubic feet 5C. 174870 cubic feet 5D. 87435 cubic feet TOTAL 473788 cubic feet . SUMMARY Temporary storage period > Rainfall in excess of evaporation > 25 year - 24 hour rainfall Freeboard > Side slopes > Inside top length > Inside top width > Top of dike elevation > Bottom of lagoon elevation > Total required volume > Actual design volume > Seasonal high watertable elevation (SHWT)===> Stop pumping elev. > Must be > or = to the SHWT elev. > Must be > or = to min. req. treatment el.=> Required minimum treatment volume > Volume at stop pumping elevation Start pumping elev. * DA 180 days 13.4 inches 6.7 inches 1.0 feet 3.0 : 1 580.0 feet 270.0 feet 56.4 feet 44.4 feet 1339788 cu. ft. 1378674 cu. ft. 49.7 feet 51.9 feet 49.7 feet 50.4 feet 866000 cu. ft. 878580 cu. ft. 54.7 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 1291239 Volume at start pumping elevation > 1273827 Required volume to be pumped > 386353 Actual volume planned to be pumped > 395247 Min. thickness of soil liner when required==> 1.8 . DESIGNED BY: DATE: Zi + (. 61 4 DATE: 52/c2 6/94/ NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: 'L We U. P 2I1�, u WADE UTI1-r7A-r10n! pLA-N * cu. ft. cu. ft. cu." ft. cu. ft. * feet APPROVED BY: PyG =-14inst,LcEl a !_JI 1 !_.J-LI !ICI _ ! I I I -i--� ! I 1 ! ! ! - ! 1- I I I 1 i -} ! I - E I I I I , 1 I 1 I� i 1 I i I11 Ilfi I ° lill 11,1 �141 1 .I ! ! 1 1 • 1 1 ; 1 !_I ` l i! I J E 11 1 1 I 1 1 1 I i 1 - 1-- 11 1 i __ I._ i 1_ _ '! I __ _1_ 1 f {{ I I _ _a_ ; 1 I 1 _ 1 J I _ 1-� -1 Li ; __ 1_ 11_. -_4_ 1 1 l ! 1 L, 1 - • ��� '( 11^ I I 1 i I ! ! i__L_1_,_ TJ_ .1 I I j ! ! .1'.__l.! _L_ �_LI_. �_.._ I ! I L it--- 1 i.,__ ! ! ! I I ! i ;1 . —I- IT i] I I ! I I I .--1-- Tfi 1 I i -I c i i 1 -? i • i i i 1! I i I 1 I• 11 1 ;_ 1 J ' I I' ! 1 11 1 I I ;J ▪ !, I] i f I I I 1 .. ' j 11 1��-I y 1 11 1 1[ { ! 1 i I 1 1 11, I 1 -�7 !_C- QQ— g!� v.T"1 f I 1 1 i - 1 i �— ■�E�u. moan= ■ ! 1 I 1� _• i •I i I !ill IIi .11 11 III 11 1 L J� I!I 1!1 4! 1uu 11 III __Top ! 1 i 1 �,I bale - •Vrs ■ u� - _ - .i_ - -1 ' 1 1 3-^�++ � u. uu.u..mn 1 1 .lr3dil'io ± 1 f. I �'� / �.. I emu. N I I I ■.Ir�EMBIEW IBBEET■■■.u� 1 Mk !� ..IWNI=M u...M'I'.. n: :::.n nC : �.6 1_1=.�.V=■n 1 '�; ! f ■..u■■■■■■uu - I I HAI I UU•U u�u 5 I , I u■■u■■■.�■.1�� ►iA 4.1'; L'• Ia • G .1 L _ .._1_L i ■u 1 _CO .. '' .W -f./ L,'hBl.c.R_- .. 1— y I I — I! I I i ! ! 1 E �1f, m • l b• A4, 11 11 II I; _ I_ i_y 1 i ! I i 1 i i —: �-- — -- — " 1 1. _ _ • --- 1 I I I�-Ir I l i 11-1 ' T 111 Ill I Ii1 i I! 1--! =—!! jj i t ! 1 I 1: !�_ 7 j lI �1- 1; ; _i---1-_'_. ; .._y..._.�._.._ } I I I Y l I , 11 ions?off J-T J, 1 i 3 0 1 �I( I!liJ III Ili I I; • fY0_r_y6 i _LI II • If!1; 1 I I I !it I 1 1 III! 1 ! I 1 1 1 1 I 1 i II !il ;]1 1 � • ;tll 11J;�; — Ii 1-I ;! I'! !I1• I Ili1!il i!IJ 11 lilill liII !1 1! !_ 1 i 1 II_ ! 11. AM -IN :NI1 H10I H7.1 I Cl GI 1 01-1+'O11!! SHEET 1 OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS FOUNDATION PREPARATION: The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent; },e�;„ they are suitable, excavated materials can be used as fill. The fill nri on shall be brought up in approximately horizontal layers not to.exceed4 oa--Yale, inches in thickness when loose and prior to compaction. Each layer slope. C will be compacted by complete coverage with the hauling and spreading a AoV: equipment or standard tamping roller or other equivalent method (roller-4'1 1; •F+5) Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the required (5C,C+1) excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 feet in height and with, an impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall -be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED -SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS 0141513) ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth .as.measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with'a SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisturecontent when the soil is kneaded in the hand -it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and moistened as needed before placement of the next lift. The single most important factor affecting the overall compacted perme- ability of a clay liner, other than the type of clay used for the liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and compaction process. F •- �, ►=, tamping or sheepsfoot roller e e4rT 1 _f• 17 - 1' ' - • ,• -.1 e • Will Iota Corn {.x�c-kt-or o. tae. V rer The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets on waste pipes.(w 1 -'re, p'.pes +0 erlcrd 4-0 ;r.s:de -}cam ,�jo �le��ble p,pe-S) , Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials1b' i- I��," in+Q sG erial). VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon.treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 54.7 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 51.9 . This temporary storage, less 25 yr- 24 hr storm, contains 386353 cubic feet or 2889921 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep.vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. 4 3 2 �! I !rr i I 1 ili r! 1 I I, _ ! ! I ! ' I I I II i I !I { T— 21 I I -1 IIIEi 21f111I ill TT1 LI 2 I i Tz II!!1 _ 11 v -I ! I 3 01 I I 1 rIi!i 1 0 3i 6 1 ! 111 l IIIII! II! ilit 1; I I 1 1 lll1lll I ! 1 1 ) lilt 1 11; I I I I I 1-I !! i l i r11 i.x IIIII 11 1 rrl ' T T I i I ! i L! C i i l NNi ski • 11 ! I I i 1 1 1 1 1 i I III F•. (I 1111; 1Ti rATza N 1i!I II LI1II IIi Iv 21 I { ! 653' ! I I ' I III fl I I 70. ! 1 ! Ili 15 11.1 1 1 ! i! FOWINlr: F5L 5 I-V x !ilJJE!1 1 I I I 1 1 Lifivie !_I- 1 f 1 lii I I 1 1 1 i 1 i 1 ! 1 1 I 1 I !IIIII I ! �' 1 1! 1 1 1 1 ;701 i 1 Ir P _teva. !I! i i TrIT i I ! III ! ' 1 , I — I 1 „I I I I ; i t 3 1 ! I +.0, 1 I 1 1 1 III•,• V 11 1! 1 II I ! 1521 i C I 1 1 �_UL.(:• LE ! 7- 1 1 1 1 I i 1 I ! 1_ 1 1 1 ! 1 ! i 1' T 1l ! Ilj+l 1 11 1 , , r i I I I11 f ! !! 1 1! 1 1 I I ilk j L1 ! I ; I 'lillllil ifillii11 I l!fiii!1! I 1 1! I I 1 1 I I! F I !lilt 111!! !.1 11 ! i I !!! 11 1 1! l i 1! i iill!'I 1 + I i I I 1 ! ! 1 !II I 1i I I1 i !I 1 i I f1V.. E ! I I I 1 I �i ! '• I I ! 1 11 I r 1 ! 1 1 I i ! I II1 !I; II !j I; i` 01 1 1 ! 53_ 1. 5; .!mid gab. 1 ' - 1 !- ' i 1 �1 i T ! I I ! I i ! U�1 i iI 1 ! �I I .1 1 ' I i _' ; 1. 1 QrT) kR}1'T E; 1!11 ! I I 1 ! I I I ! 1 I 71 1 ! i • i'. i1f illlll'•!I IIi ilI !Il.i! 1!I!'i 1 1 1 1 ! • ! I I I l Il I1i1 11 1 11 ! I • 1 1 1 1 1 1 1 ! 1 1 '. I i I! I I , , l !1 i• i I !ill; I1 1 11 11!!I1 1 1 '11! 111 Ti -EVO.E _P� .COSI 1.7 L-.l___ _j : . zQOA. ,0 E__Rg�WroW t ._Li W —f t.ea tL 4 1 .SLA65 I itu=IICO.F_T.--1..1 _. 1 E�1EL114 J7z.0' I _.----- - — 1! ! III I l i 1 ! ! l i 1 I I I 1 r United -State, Sod Oeoarmant at .t Conservation Asncwtwe Serviu CPSR,TOR: BLOuNT 1SocA-rrON ?lease review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, ycur contractor, and Sail Conservation Service personnel are in agreement as 'co 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 design 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 attempt to balance cuts and fills as close as possible. If additional material is required after construction is complete on the lagoon, the contractor and'owner will negotiate on the price and location of borrow area. . NOTE: Design Requirement: LIbglq cu.ft. = cu. ds. Estimate of Excavation: cu.ft. = t720 cu.Y ds. Estimate or Pad & Dike: cu.ft. = t105 cu.yds. t•26 : 1 - Ration ' Job Class 2 Designed By Design Approval 25 ku(y qI} Date Name ff.tNt.. `f n'n• Sca COni. ai.0n $arr.c• .rator:Blount Iso. County: Edgecombe Distance to nearest residence (other than owner): Date: 08/25/94 1100.0 feet 1. AVERAGE LIVE WEIGHT (ALW) O sows (farrow to finish) x 1417 lbs. = 0 lbs O sows (farrow to feeder) x 522 lbs. = 0 lbs 135 lbs. - 216-0.0 1b3 O sows (farrow to wean) x 433 lbs. = 0 lbs O head (wean to feeder) x 30 lbs. = 0 lbs Describe other : OO iH EAP a 27o t-g = 2(, 60o 1-es 0 (5c a MN toter Total Average Live Weight = 21600 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 21600 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 21600 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4 TOTAL DESIGNED VOLUME • "cwirER 1ZEQugi14 No tiu p6 4rop-A&E- 6WriCfe W(U. Pie RHmOYEO AS NELVEV." Inside top length (feet) 100.0 Inside top width (feet) 120.0 Topof dike elevation (feet) 54.0 Bottom of lagoon elevation (feet) 43.0 Freeboard (feet) 1.0 Side slopes (inside lagoon) 3.0 : 1 Total design volume using prismoidal SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 3.0 3.0 3.0 3.0 AREA OF TOP LENGTH * WIDTH = 94.0 114.0 AREA OF BOTTOM LENGTH * WIDTH = - 34.0 54,0 AREA OF MIDSECTION LENGTH * WIDTH * 4 64.0 84.0 formula LENGTH 94.0 WIDTH DEPTH 114.0 10.0 10716 (AREA OF TOP) 1836 -(AREA OF BOTTOM). 21504 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP + 10716.0 - (4*AREA MIDSECTION) + AREA BOTTOM' 21504.0 1836.0- - DEPTH/6 1.7 Total naRi nnad Vnh 1,Tn Avai l ahl o = s7sn ru_ FT_ TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 100.0 120.0 12000.0 square feet Buildings (roof and lot water) 0..0 square feet TOTAL DA 12000.0 square feet Design temporary storage period to be 5A. Volume of waste produced Feces & urine production in gal./day per Volume = Volume = 21600 lbs. ALW/135 lbs. ALW * 39456 gals. or 5274.9 cubic 5B. Volume of wash water Describe this area. 180 days. 135 lb. ALW 1.37 1.37 gal/day 180 days feet This is the amount of fresh waterused for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = Volume = 0.0 gallons/day * 0.0 cubic feet 180 days storage/7.48 gallons per CF 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = Volume = Volume = 13.4 in * DA / 12 inches per foot 13400.0 cubic feet 13.4 inches 5D. Volume of-25 year - 24 hour storm Volume = 6.7 inches / 12 inches per foot * DA Volume = 6700.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 5275 cubic feet 5B. 0 cubic feet 5C. 13400 cubic feet 5D. 6700 cubic feet TOTAL 25375 cubic feet 6. SUMMARY Temporary storage period > 180 days Rainfall in excess of evaporation > 13.4 inches 25 year - 24 hour rainfall > 6.7 inches Freeboard > 1.0 feet Side slopes > 3.0 : 1 Inside top length > 100.0 feet Inside top width > 120.0 feet Top of dike elevation > 54.0 feet Bottom of lagoon elevation > 43.0 feet Total required volume > 46975 cu. ft. * Actual design volume > 56760 cu. ft. Seasonal high watertable elevation (SHWT)===> 49.4 feet Stop pumping elev. > 49.4 feet Must be > or = to the SHWT elev. > 49.4 feet Must be > or = to min. req. treatment el.=> 49.0 feet Required minimum treatment volume > 21600 cu. ft. Volume at stop pumping elevation > 25710 cu. ft. Start pumping elev. > 52.3 feet Must beat bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr..rainfall==> 50060 cu. ft. Volume at start pumping elevation > 49560 cu. ft. Required volume to be pumped > 18675 cu. ft. Actual volume planned to be pumped > 23851 cu. ft. Min. thickness of soil liner when required==> 1.6 feet 7. DESIGNED BY: OvoW DATE 29 APPROVED BY: DATE-: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: - 14.50.A Wivirt: Lin L{2Art oc.1 QuFN SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN. This lagoon isdesigned for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping•to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 52.3 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 49.4 . This temporary storage, less 25 yr- 24 hr storm, contains 18675 cubic feet or 139688 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a mannernot to reach other property and public right-of-ways. 9. The Clean Water Act of'1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. OM II MIN NMmummesmin ■■n■■■■■ f ■■■■�1%■■■�■■■ IN■■■■I■■ ■■■■ ■ A LL t 1 lei { ct,- 4 �g rjJ4LINE! 1 1 1 l fl 17 I l 1 I ! ! Ii ! eierrCM 3:6 1 I ' ■■ a■ls, ■ i i I I 1 1 ill ililll: i11j li lili! I 1 ! 1 1i11 11; 1am'';1)iT[iW i i . I i 1/ 1I ILK ' Li hi 1 ;. I;II k !Al i 1 kl' 1i 1 1 I ; 1' 11 1 I !_ I 11111 .1 1!- 1!.:i11 ' r11j i] j{J 1 - ! Ii i ! .?PAtiEie1.54a1 I! '. i 1 1 1 ! I II! !'I §j,Q 1' 2 3 I it ! I , ;l!1 1 I PA t=: !. I -t f } A g:t N2,S I - . I ! I gr III t I! fit III 1111111 i1 III iI 5#[! I II I ! 1 I 11(1 ill II!;II1!1 IrAFE;tee r.YniNmndM AREA ; 1 i 1 IAtYEili.41 UGK rf,naENickT I I ' 1 1� J 9- 1 1 I i I 1 1 1 i : I :11 :1 1\ i1- 11 lik1i! !_I i lil i !ili I! 1 1 1 l 1 lii • 1! :!i1 fill' 1 { 1 1 111 TIT ill' 11 I 1 1 ! 1 II r1 1 ' I!111i j1' 1111 !I II 1 1 ! !I L+C7 kbLA--Bw UtJ9 M u frt1 1 I i r7A q4 1 IY�It&.ilr 11100r"1r. 1 i 111 1 1 1 1 1 ' r I.. 1! 1 i!•I I1 1 -Is 11•` ! I I i I I 1 I i •r li • I 1 it � 1 11 II 1-1 r 1 Ir II11 I! NO Cuctug.,91-IRVgq.PCE OWgE1zkieb, 11 1 I 1 1 Ltd er r l r Cr166 IN JGY-VE-p ,1 1 1 1 ! 1 i l 1 I I .I1 1111i1I1 1 1 11! 1I I1` Pgce-ATLCN 5!DUti•tvEJI/15DE1C•ailc liM MI PP If 1 1 1 1 ! i:ulNpkarlie-5. 1 1 1 1 i 1 1 1 111 + Ti 1111 ! 111'II IT • 1 1 - 1 u MEM J 1 1 I T T —�-,_- 111 I 111 1 I 1 II!±' !I''1• 1 11 J;?- II I ' 1 Emergency Action Plan This plan will be implemented in the event that wastes from you operations are leaking, overflowing, or running off the site. You should NOT wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make very effort to ensure that this does not happen. This plan should be available to all employees at the facility, as accidents, leaks, and breaks can happen at any time. 1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to problems are listed below: a) Lagoon overflow: • add soil to the berm to increase the elevation of the dam • pump wastes to fields at an acceptable rate • stop all additional flow to the lagoon (waterers) • call a pumping contractor • make sure no surface water is entering the lagoon Note: These activities should be started when your lagoon level has exceeded the temporary storage level. b) Runoff from waste application field: • immediately stop waste application ■ create a temporary diversion or berm to contain the waste on the field • incorporate waste to reduce further runoff c) Leaking from the waste distribution system: • pipes and sprinklers: ® stop recycle (flushing system) pump ® stop irrigation pump ® close valves to eliminate further discharge ® separate pipes to create an air gap and stop flow • flush system, houses, solids separators: O stop recycle (flushing system) pump ® stop irrigation pump ® make sure no siphon effect has been created ® separate pipes to create an air gap and stop flow d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing leaks: • dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back into the lagoon • if holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. • other holes may be likewise temporarily plugged with clay soil. Note: For permanent repair measures, lagoon problems require the consultation of an individual experienced in their design and installation. 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? 3) Contact appropriate agencies. a) During normal business hours, call your DWQ regional office: 919-571-4700; after hours, emergency number: 800-858-0368 or 919-733-3942. Your phone call should include: your name, facility, telephone number, the'details of the incident, the exact location of the facility, and the location or direction of movement of the spill, weather and wind conditions, what corrective measures have been taken, and the seriousness of the situation. b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc. 919-778-3130 extension 1430 c) If the spill leaves the property or enters surface waters, call the local EMS: 919-641-7843. d) Instruct EMS to contact the local Health Department: 919-641-7511. e) (For technical assistance) Contact CES: 919-641-7815 Local NRCS office: 919-641-7900 4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 5) Contact contract pumping and/or irrigation equipment companies: /irk 3 , 3 m 6) Contact dirt movingaeuxhit:g and/or heavy equipment companies: a) JVC:11 (C/M) Ja-) °25 -- 3 f3 b) c) edgecombe Insect Control Checklist for Animal Operations Source Cause BMPs to Control Insects Liquid Systems Flush Gutters • Accumulation of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. 0 Remove bridging of accumulated solids at discharge Lagoons and Pits • Crusted Solids fgr 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. Site Specific Practices Excessive Vegetative • Decaying vegetation Growth GI' Maintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. La` Clean up spillage on a routine basis (e.g., 7 - 10 day interval during summer; 15-30 day interval during winter). Feed Storage • Accumulations of feed residues 0 Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). 0 Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. AMY- -November 11, 1996, Page 1 Source Animal Holding Areas Cause BMPs to Control Insects. • 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 (Le., inspect for and remove or break up accumulated solids as needed). Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10 day 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. O Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. Systems Site Specific Practices For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC, 27695-7613. AM IC - November 11, 1996, Page 2 IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: 131.01ANr 01z0' - c S ININe• F*1241 Address: •I O. eOx 400 15,611-41r (. , NG 2701 Telephone: Z52- SZ 9- 1453 BLE 1 - Field Specifications • Field1 Number 5s j 55 2 55 3 55, 55 55 6 557 LFA 5A 58 5C 5D Approximate Maximum Useable.Size of Fleld2 (acres) 3.q3 3.42. 2.55 Z.el 1.73 if. 26 6.47 t. o6 2,.12 3.53 3.52 3.35 I q5 Soli Type FORwed (1 1a al 11 WAGRA M Fo1zz5rVN 11 Slope (%) Aw lo 11 11• la la Po .1 11 Crop(s) Oftz4tAikati Ftk1 f4t4n GRA I.J la Is 11 1a r, t. 1a 1. 11 1, el GOTTO N 1, t1 County: _ C_1760cot f Date: 05 M?bU'T 20oZ • Maximum Application Rate3 (In/hr) • 5'0 r► Ir ., .6o r5o .1 rl 1. Maximum Application per Irrigation Cycle3 . (Inches) 1.00 1, la rs II I la Pr EXHIBIT Al Comments • e attached map. 'tat field acreage minus required buffer areas. ofer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used. NRCS, NC JUNE; .1996 r ..... .., r. .. . 7 - -•.; , - .... , / • ".-4...:41&c.i...t4 • -.1%ii ( ‘0;k4",s;'-'•";,;;.:., i I • --..:11,,.-.--.,-,.•7f. .7.. (I ;74: . I' / "6. .......:1:1 1 / et. • ' • •- A • - r. •i --5:1!•nc-k.4- 0•••• •,.. !AL . .ii-*i.--'•'•- Ad. r. - ' -StA 41.661.• -;i4L1111-1;6"..., ,.,,V t••cii.... ,z- ..•-rWiEZ ' '- .t..44•-,:..1.;; -:*:-..-e: ;:.! •IS • ;t:*IN/ 1 N.,. • I. VI- V. N: f ' r Vitc....4-1,,, :c.f... .'.01.5,-;&4, •Art,,... . U..4 i• • '.. .4% 4.6 1 - :•-•• r ..?" '44:1: ' I '''' .4444. 1.;?,ta:1,1::: .z.. 4....‘ ?5.:%: ':. ;,4..,(4...7.41.?.'W14V..:1; Vt.‘4106. .....r..0„-• t.....-.., • - ,-,. •-• .,....t.v..,..”......A. "1..- • •:'...17.0•.:;,...,'.3.4titTI:.7:4::::11..v.5:4:r:i...i....r.o..71:....t.:•'.71:..E.:.c7,0,4.:1,1141St:....1v-::1iT;I:11.4:z:::: ...a I L. ..... , — ......, 'it • • c ...i...., ' : .. 4. ••- ,......xt-,..t.44.-7--.0-_-/t4.t.,fanAtil" .....N.e.4°' • -....-* ,,,....,. zzify, ..x..„114..,.......,\?-1.p.v..p..z.:•..., ... -::-.••••%::%g:••.) •••4-:•_t ...11-1'-‘,.-44% ...11;„'.".I•w•"4 tgkNi#. stf-ss".'... -- • • •-• 4'•%.'it- ‘!" 4;•-- . - 4.1.:4, • A a. /';- cl% \b• j), ••••, • -ex. • s ,/<//14/..eV %. XS% 'N\ • VN... „ \ • %. • 4) •••- \I" Version —November 26, 2018 Primary Secondary ❑ ❑ ❑ D og El -� i ortallty Management :B,lfethods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Routine Mortality Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal high water table. Attach burial location map and plan. Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7. Complete incineration according to 02 NCAC 52C .0102. ❑ 171 A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. ❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). ❑ D Any method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). ❑ Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Poi Si ature of Far r"n Owner/Manager Sig e o ' echnical Specialist Date 3/(bjl1 Date Source Farmstead Animal body surfaces Floor surfaces Manure collection pits • • Ventilation exhaust fans • Indoor surfaces Flush tanks Flush alleys Pit recharge porn points Lift stations Outside drain collection or junction boxes eManagement • CaI Swivel Farm Waste 1 Odor �hec�'li Cause ControlSt • Swine production -- I BMPs to Minimize p • Dirty manure -covered animals • Wet manure -covered floors Urine; Partial microbi 1 decomposition Volatile gases; Dust • Dust • Agitation ofteFycled lagoon liquid while ta,�ks are filling Q Vegetative or wooded buffers; C3 Recommended best mana ement practices; L Good judgment and common sense lV Dry floors Er Slotted floors; Waterers located over slotted'tloors; C7 Feeders at high end of solid floors; l' Scrape manure buildup from floors; 0 Underfloor ventilation for drying 0 Frequent Manure removal by; flush, pit recharge, or scrape; Cl Underfloor ventilation Er Fan maintenance; Lk Efficient air movement C9 Washdowit between groups of animals; Ca' Feed additives; C7 Feeder covers; ITY Peed delivery downspout extenders to feeder ID Flush tank/covers; Er Extend fill lines to near bottoim of tanks with • Agitation durin anti -siphon vents conveyance g wastewater 0 Underfloor flush with under floor Agitation ofrecIycled lagoon liquid while pits are fillip I g Agitation airing sump tank filling and dra down • Agitation during wastewater conveyance , inns enttlatton I Ca' Extend rechar I be lines to near bottom ofpits with anti=siphon vents ID Sump tank covers I 0 Box covers G, , Site Specific Practices Source Cause End of drainpipes at • Agitation during wastewater lagoon conveyance Lagoon surfaces BMPs to Minimize Odor O Extend discharge point of pipes underneath lagoon liquid level • Volatile gas emissions; • Biological mixLg; • Agitation a' Proper lagoon liquid capacity; tW Correct lagoon startup procedures; lY Minimum surface area -to -volume ratio; Minimutri agitation when.pumping; O Mechanical aeration; S Proven biological additives — W t 14 Irrigation sprinkler • High pressure f+gitation; nozzles • Wind drift Site Specific Practices ti3" Irrigate on, dry days with little or no wind; Ca' Minimum recommended operating pressure; lrY Pump intake near lagoon liquid surface; O Pump from second -stage lagoon Storage tank or basin • Partial microb al decomposition; surface • Mixing while filling; • Agitation when emptying O Bottom dr midlevel loading; O 'Tank coolers; O Basin surface mats of solids; O Proven biological additives or oxidants Settling basin surface Manure, slurry or sludge spreader outlets • Partial microblial decomposition; • Mixing while filling; • Agitation when emptying O Extend drainpipe outlets underneath liquid level; j O Remove settled solids regularly • Agitation when spreading; • Volatile gas e{nissions O Soil injection of slurry/sludges; O Wash residual manure from spreader after use; O Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while slurry or sludge on field drying surfaces O Soil injection of slurry/sludges O Soil incorporation within 48 hrs.; O Spread inthin layers for rapid drying; O Proven biological additives or oxidants Dead animals • Carcass decomposition Dead animal disposal • Carcass deco pits position Incinerators • Incomplete combustion 13 Proper disposition of carcasses O Complete' covering of carcasses in burial pits; O Proper Ibcation/construction of disposal pits O Sccondarj, stack burners AMr ' - November 11, 1996, Page 4 Source Cause Standing water around facilities • Improper drainage; • Microbial decomposition of organic matter Manure tracked onto public roads from farm access BMPs to Minimize Odor l� Grade and landscape such that water drains away from facilities • Poorly maint.dned access roads fB' Farm access road maintenance Additional Information : Site Specific Practices c., Available From : Swine Manure Management ; 0200 RuIeBMP Packet Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatmeiri ; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 1 Lagoon Design and Management for Livesto?k Manure Treatment and Storage ; EBAE 103-83 Calibration of Manure and Wastewater Appli ation Equipment ; EBAE Fact Sh et Controlling Odors from Swine Buildings ; PH-33 Environmental Assurance Program ; NPPC anual Options for Managing Odor ; a report from t e Swine Odor Task Force Nuisance Concerns in Animal Manure Mana . ement: Odors and Flies ; PRO107, 1995 Conference Proceedings NCSU, County Extension Center NCSU -BAE NCSU - BAE NCSU-BAE NCSU - BAE NCSU - BAE NCSU -'Swine Extension NC;Pork Producers Assoc NCSU Agri Communications Florida Cooperative Extension AMOC - November 11, 1996, Page 5