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Home My WebLink About310022_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 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: 31-0022 Certificate Of Coverage Number: AWS310022 2. Facility Name: Dexter Jackson Farm 3. Landowner's Name(same as on the Waste Management Plan William L Jackson 4. Landowner's Mailing Address: 122 Cox P_o R_d City: Mount Olive State: NC Zip: 28365 Telephone Number: 919-658-6717 Ext. E-mail: 5• Facility's Physical Address: 586 Emmitt Jackson Rd City: Faison State: -NC Zip: 28341 6. County where Facility is located: D mniin 7. Farm Manager's Name(if different from Landowner Michael Gilbert g, Farm Manager's telephone number(include area code): ` 919-631-2721 Ext. 9. Integrator's Name(if there is not an Integrator,write"None" Presta a Farms Inc 10. Operator Name(OIC): Michael C.Gilbert Phone No.: 919-65 -2333 — OIC#: 19392 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 14,700 Operation Types: Swine Cattle Wean to Finish Ot ry ult Pory her Tvnes Dairy Calf D Non Laying Chickens Wean to Feeder Dairy Heifer Horses-Horses Farrow to Finish Laying Chickens Milk Cow Pullets Horses-Other to FeederFm_is-h Dry Cow Sheep-Sheep Farrow to Wean Turkeys Sheep-Other Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Gilts �'t'et P�oultt•. Other Other Non Laying Pullet Layers 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 Estimated Design Freeboard Structure Date (Clay,Synthetic, Capacity Surface Area "Redline" Name Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1-5(A) 1 5,) CL A -7`f9 5L+ ZJ"t00T� .Ur 1g,0 11-15(C) 198$ Cc.a -711,533 19�5rlq•a 16-20(D) 1 g 97 C L-A y l 0858 5 342T30.0 6-10(B) 19 9 01-A X -7 8 - -L�t9.a J 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),sb oned bs the owner and a certified technical silecialist,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 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) 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):-/ JJ� Name: (r��//!�/?t GS M Title: A I Ue!' T Signature: Date: 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 q StANE q - rV Roy COOPER APR 012019 Grrvernor° � MICHAEL S.REGANsecflorffy •oq„w ,yea., �,.._ '.. . . NORTH CAROLINit LINDA CULPEPPER Fnv7ronmentaiQuolfty Dinvtor February 27,2019 William L Jackson Dexter Jackson Farm 122 Cox Pond Rd Mount Olive,NC 28365 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: e one of the Animal ation state ischarge op on und your facility is currently approved 019or Copies of the er w animal waste operationeStaa eerNon DischargeoGeDneral Permits areavailable which expire on September 30, P at tt s'//dc -nc- ovlalenutld;�isions/water-resources/ terms alit -e Tonal-o rati n / fo 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 n order to as ur v on ue c vera e nder he to a on- ischar a en ral Pe y u us bm' an li ti n r e it r to to he Di isio Enclose you will f "R u st or ertific e f Cov a e Facility C entl CAonn1 d3 b2� E S n-Dis ar eneral ertttit" T at n fo st be co lee si ned an r ed Pie a no a hat 'o must in lud one 1 list v fof em e . clw ed111111111111111 dinAthe CAW an nbee fo ntd pone a(e v2 of th w renet al 0 1 ed and si ne a lic do form annlicatlon form. in the ime period specified may in a l penalty. Failure to request renewal of houtrccoverageuundernder aavalidegeneral permral permit resulttconstitute a violation of NCGSIt 143 215.11and could Operation of your facility rut ag 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. Sincerely, Jon Risgaard,Section Chief Animal Feeding Operations and Groundwater Section Enclosures cc(w/o enclosures): W�1� Regional Office,Water Quality Regional Operations Section Du lin County Soil and Water Conservation District AFOG Section Central Files-AWS310022 Pres e F s c North Ceroina Department of Envaonmentol QuaiitY I Division of Water Resources �-` 512 N_Salisbury St.1 1636 Mail Service Center I RaII North Carolina 276994636 90.70?:rn)00 Waste Utilization Plan " Producer: Dexter Jackson County: Duplin Name of Farm: Dexter Jackson 1-20 Location: 814 Country Club Rd. Mt. Olive NC 28365 Phone: 910-658-2333 Type of Operation: Feed- Finish Number of Animal: 14700 Storage Structure: Anaerobic Lagoon Method of Application: Irrigation Amount of waste produced per year: 27930 ton/year Amount of plant available N (PAN) produced/year: 33810 lbs./year The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This wbste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in the implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils ,when it is raining, or when the surface is frozen. Either of these conditions may in runoff to the surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crops production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking.dormancy..Injecting the waste or disking.v,-ill conserve nutrients and reduce odor problems. This plan is based on the waste applibation method-sh.own,above. If p'-'u choose to change methods in the future, you need to revise this plan.-Nutrient levels for different applications methods are ... not the same. The estimated acres needed to apply the animal waste is based:on typical nutrient content forr this type of facility.Acreage requirements should.be_based on the waste analysis report from your waste management facility. In some cases you may want to have plant analysis made, which Dexter Jackson 1-20 Page 2 could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and the crop type. s Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract No. Pull No. Soil Type Crop Yield/Ac Lbs. N Acres Lbs N Month to Lbs. N Code unit Used Apply Per Ac. 73 A-131 OrB CB-Hay 6.3 50.00 4.71 1484 MAR-OCT 315 70 B2-N NoA Corn 110 1.07 31.15 3666 MAR-JUN 117.7 70 B2-N NoA Wheat 60 2:07. 31.15 3869 SEP-APR 124.2 70 B2-N NoA So beans 33 4.00 31.15 4112 JUN-AUG 132 87 O-V OrB Corn 120 1.08 14.60 1892 MAR-JUN 129.6 87 O-V OrB Wheat 55 2.04 14.60 1638 SEP-APR 112.2 87 _ O-V OrB Soybeans 38 4.00 14.60 2219 JUN-AUG 152 86 W-KK NoA Corn 110 1.07 28.00 3296 MAR-JUN 117.7 86 W-KK NoA Wheat 60 2.07 28.00 3478 SEP-APR 124.2 86 W-KK NoA So beans 33 4.00 28.00 3696 JUN-AUG 132 86 LL-00 L B Corn 115 1.08 6.80 845 MAR-JUN 124.2 86 LL-00 L B Wheat 60 2.07 6.80 845 SEP-APR 124.2 86 LL-00 L B ISoybeans 38 4.00 6.80 1034 JUN-AUG 152 86 PP-XX NoA Corn 110 1.07 17.50 2060 MAR-JUN 117.7 86 PP-XX NoA Wheat 60 2. 77 17.50 2174 SEP-APR 124.2 86 PP-XX NoA Soybeans 33 4.00 1 17.501 132 JUN-AUG 132 Total 200.81 36437 lbs. Available Nitrogen 33810 lbs. Surplus or deficit -2627 lbs. 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. Dai ter Jackson 1-20 Page 3 The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that f addresses all nutrients. This plan only addresses nitrogen. In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity, especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc. is late September or early October . Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. , Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. r SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 5292 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years you will have approximately 26460 lbs. of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs. per acre you will nee( 88 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 212 acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual requirements could vary by 25%depending on the sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil structure, soil texture,water droplet size, and organic solids. The application amount should not exceed the available water holding capacity Dexter Jackson 1-20 Page 4 of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract No. Field No. Soil Type Crop Applic. Applic. Code Rate(in/hr Amount 73 A-131 OrB CB-Hay 0.50 1.00 70 B2-N NoA Corn 0.40 1.00 70 132-N NoA Wheat 0.40 1.00 70 B2-N NoA Soybeans 0.40 1.00 87 O-V OrB Corn 0.40 1.00 87 O-V OrB Wheat 0.40 1.00 87 O-V OrB Soybeans 0.40 1.00 86 W-KK NoA Corn 0.40 1.00 86 W-KK NoA Wheat 0.40 1.00 86 W-KK NoA Soybeans 0.40 1.00 86 LL-00 LyB Corn 0.40 1.00 86 LL-00 LyB Wheat 0.40 1.00 86 LL-00 LyB Soybeans 0.40 1.00 86 PP-XX NoA Corn 0.40 1.00 86 PP-XX NoA Wheat 0.40 1.00 86 PP-XX NoA Soybeans 0.40 1.00 t Dexter Jackson 1-20 Page 5 This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations the application amount shown cannot be applied because of the nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instances should the volume'of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you have receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to appling the waste. NARRATIVE OF OPERATION �Z Pulls�6-XX are in a two year rotation of Corn, Wheat and Soybeans.The acres are reduced by one-half to allow for PAN for each year. r Hard Hose.Traveling Gun System 46 Land owner: Dexter Jackson Facility Number: 31-22 Irrigation System Designation: X Existing Irrigation System New/Expanding Irrigation System Wetted Diameter: 300 feet Spacing: 240 feet Hydrant Layout: X Multiple Hydrants Single Hydrant Pull Lane Pull Location Start Stop Total Number Spacing Length Ext/Int Middle End End Acres A Single 123 Ext. 0.76 0.77 1.53 NaT ��RF ^vYM•+Z� 131 - Single 389 Ext. 1 2.41 0.77 3.18 B2 - 240 287 Ext. 1.78 0.77 2.55 C1 - 240 265 Ext. 1.64 0.77 1.32 C2• 240 222 Int. 1.22 0.73 1.95 D1, 240 265 Int. 1.46 0.73 1.22 D2• 240 215 Int. 1.18 0.73 1.91 E1 t. 240 265 Ext. 1.64 0.77 1.32 E2 240 215 Ext. 1.33 0.77 2.10 F 240 505 Ext. 3.13 0.77 3.90 G ' 240 1011 Int. 5.57 0.73 6.30 H 240 847 Int. 4.47 0.73 5.40 1 240 361 Int. 1.99 0.73 2.72 J 240 785 Ext. 4.86 0.77 5.64 K 240 1065 Int. 5.87 0.73 6.60 L 245 1365 Int. 7.33 0.73 8.06 M 223 1171 Int. 5.75 0.73 6.48 N 205 745 Ext. 4.05 0.77 4.82 O 240 365 Ext. 2.26 0.77 3.03 P 240 465 Int. 2.56 0.73 3.30 Q 240 565 Int. 3.11 0.73 3.84 R 240 591 Int. 3.26 0.73 3.99 S 240 591 Int. 3.26 0.73 3.99 T 240 591 Int. 3.26 0.73 3.99 U 240 315 Ext. 1.95 0.77 2.72 V Single 591 Ext. 3.66 0.77 4.43 W 220 762 Ext 4.54 0.75 5.29 X 220 789 Int. 3.98 0.69 4.67 Y 220 805 Int. 4.07 0.69 4.76 Z 220 845 Int. 4.27 0.69 4.96 AA 220 800 Int. 4.04 0.69 4.73 BB 220 715 Int. 3.61 0.69 4.30 CC 220 710 Int. 3.59 0.69 4.28 DD 220 615 Int. 3.11 0.69 3.80 EE 220 555 Int. 2.80 0.69 3.49 FF 220 500 Int. 2.53 0.69 3.22 GG 220 450 Int. 2.27 0.69 2.96 Pull Lane Pull Location Start Stop Total Number Spacing Length Ext/Int Middle End End Acres H H 220 380 Int. 1.92 0.69 2.61 II 220 350 Int. 1.77 0.69 2.46 JJ 220 310 Int. 1.57 0.69 2.26 KK 220 245 Ext 1.46 0.75 2.21 LL 240 287 Ext. 1.78 0.77 2.55 MM 240 459 Int. 2.53 0.73 3.26 NN 240 456 Int. 2.53 0.73 3.26 00 240 690 Int. 3.80 0.73 4.53 PP 240 690 Int. 3.80 0.73 4.53 QQ 240 490 Int. 2.70 0.73 3.43 RR 240 440 Ext. 2.73 0.77 3.50 SS 240 140 Ext. 0.87 0.77 1.64 TT 240 657 Int. 3.62 0.73 4.35 UU 240 557 Int. 3.07 0.73 3.80 VV 240 657 Int. 3.62 0.73 4.35 WW 240 675 Int. 3.72 0.73 4.45 XX 240 675 Ext, 4.18 0.77 4.95 200.89 acres I have measured each pull and have submitted these measurements for computation. Owner: Date: De ter Jackson Computed By: MO.,0-�A tA,, Date: / 3 f c 3 G. Glenn Cli n WA-Techn. Specialist Presta a Farms, Inc. IRRIGATION SYSTEM PARAMETERS Land Owner: Dexter Jackson Date: 07/31/2003 Address: 814 Country Club Road Mt. Olive NC 28365 Facility No. 31-22 .Telephone: 919-658-2333 County: Du lin TABLE 1 - Field Specifications J Maximum Maximum Maximum Application Field No. Usable Application per Irrigation and/or Size of Slope Rate Cycle Pull No. Pull Soil Type N Crop(s) (in/hr) finches; A 1.53 OrB 2-6 Bermuda-Hay 0.5 1.0 131 3.18 OrB 2-6 Bermuda-Hay 0.5 1.0 B2 2.55 OrB 2-6 Corn, Wheat, Soybeans 0.5 1.0 C1 1.32 OrB 2-6 Corn, Wheat, Soybeans 0.5 1.0 C2 1.95 OrB 2-6 Corn, Wheat, Sovbeans 0.5 1.0 D1 1.22 OrB 2-6 Corn, Wheat, Soybeans 0.5 1.0 D2 1.91 OrB 2-6 Corn, Wheat, Soybeans 0.5 1.0 E1 1.32 OrB 2-6 Corn, Wheat, Sovbeans 0.5 1.0 E2 2.10 OrB 2-6 Corn, Wheat, Soybeans 0.5 1.0 F 3.90 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 G 6.30 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 H 5.40 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 I 2.72 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 J 5.64 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 K 6.60 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 L 8.06 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 M 6.48 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 N 4.82 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 O 3.03 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 P 3.30 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 Q 3.84 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 R 3.99 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 S 3.99 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 T 3.99 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 U 2.72 OrB 2-6 Corn, Wheat, Soybeans 0.4 1.0 v 4.43 OrB 2.6 Corn, Wheat, Soybeans 0.4 1.0 W 5.29 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 X 4.67 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 Y 4.76 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 Z 4.96 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 AA 4.73 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 BB 4.30 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 CC 4.28 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 DD 3.80 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 EE 3.49 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 FF 3.22 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 GG 2.96 NoA 0-2 Corn, Wheat, Soybeans 0.4 1 1.0 HH 2.61 NoA 0-2 Corn, Wheat, Soybeans 0.4 1 1.0 e Maximum Maximum Maximum Application Field No. Usable Application per Irrigation and/or Size of Slope Rate Cycle Pull No. Field Soil Type N Crop(s) (in/hr) (inches) II 2.46 NoA 0-2 Corn, Wheat, So beans 0.4 1.0 JJ 2.26 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 KK 2.21 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 LL 2.55 L B 0-2 Corn, Wheat, Soybeans 0.4 1.0 MM 3.26 LyB 2-6 Corn, Wheat, Soybeans 0.4 1.0 NN 3.26 L B 2-6 Corn, Wheat, Soybeans 0.4 1.0 00 4.53 LyB 2-6 Corn, Wheat, Soybeans 0.4 1.0 PP 4.53 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 QQ 3.43 NoA 0-2 Corn, Wheat, So beans 0.4 1,0 RR 3.50 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 SS 1.64 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 TT 4.35 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 UU 3.80 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 VV 4.35 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 WW 4.45 NoA 0-2 Corn, Wheat, Soybeans 0.4 1.0 XX 4.95 NoA 0-2 lCorn, Wheat, Soybeans 0.4 1.0 Computed By: AL G. Glenn Clifton WA-Techn. Specialist ry 4 _ 14 � / r C� `T' tF' r .i• +��i'l.`i�'l��J��t`aJ� ♦. ♦,� a y _. � � �. '1-f .�,y. w .�}�� 1— �1C� 9 ..[Z'c,�K:�--`'•ter ._ co so VI An 00 41 ON le l - l F F� z ► �. �a�t ai ,4., � :.1�!�. ,�Y_• yam.,. ' �.,�.a r` 'R� F L ''}�' �'� �S� t BLS r� �tr i L �•'�_ ']2`1 ^-'" 7 Y• a .sa tip';� I�� B a y ►t � ', >. _. [,�,r .,r �'� Y -{��.�i Tr � ' �� .- { err', •:k /y,�v.. i 1 7hA;n1 � a 4' -�fie' � :, �.0 � �' � -.'.� �.�U��i��f�r`.��~.`t�*�.�•:r 4{V'PL- 4,Z 2, ryAl _"' GO i • ti- yZo �� \ � � .� _ � ,; t'?� CC ti:.,»n tin 1 i t• r„J �; :�;vs�4 -�f-'. • 1 'i.na�,�F,�3� fa ti {. l 'V fit _ ��•'. �Yr'L�� +•k�L_ ^i��' ` 1 rlr�4 +x7>r 1.. l •uC' oq fn If -,MA '.1'9�•y•'i:�dr tC'1C• ? S '■ �+�Z ;5 •�'ti+cl �+ r - � r t i:��'•S`l't.�!f L�f-';� ' j �f �i,' =4.- �r'� �`y.'. t '► +n.' '.-.- �" 4yZ} ` r ty' :�`��S.ar'47t' l''L •.� � :..Sr.;`��h`.' ~ f�Y"_'yr'�`��(" .�-��„' ti J S►^� 1' n Fz �y � ^ff^Y �1'F '1• t1-,('rt'}+!'�_• '� w•. H^T=� �f 11 r+�J� �fi 'l � ... .F`��'.�j : i.�7y� ` Or,S�•r�• �' ��J'y'\�14 ABC �w,3 r'l�..+'�t,.J�t' .�? �''h C .� 1 i C ' - �71i11':Ya. {�•->`�.:r E ,r. x 1 •S } *. .,� .. -` �•(r:•f h �` ` 1} t�- . USDA L .1 Stains Department of Agriculture Wayne County, North Carolina Farrar 13341 Tract 10259 2018 Program Year CLU Acres HEL Crop 1 12.35 UHEL 2 57.73 UHEL 17 3 17.63 UHEL 5 4 7.61 UHEL 5 3.27 UHEL 6 14.4 NHEL 7 2.8 NHEL _ '= _ 8 4.92 NHEL ..: .f 9 6.95 UHEL � t��'�-.'� R � �_. . . 10 4.91 UHEL 2 4 11 57.27 NHEL I✓�=.. z 7 f fi . 1. 12 8.56 NHEL 1313 1 NHEL 1 14 57.69 UHEL 3 3 15 33.93 UHEL 16 47'95 UHEL Noncropland ' 5t ; 17 96.29 UHEL Noncro land 10 18 29.19 UHEL Noncropland $ 19 6.46 UHEL Noncro land 20 10.43 UHEL Noncro land 1)uplin 21 60.88 UHELI Noncro land t 12 ran r" Page Cropland Total: 314.56 acres �l + 13 ri 3 41 14 rho • r� Map Created October 12,2017 Base Image Layer flown in 2016 • + _ ",�, �S �.•,y'�`� ,�r _v iA 1 "r�" �„ _ �,;. Common Land Unit - fi PP�7i'�# ` t��. - ? y;•, Cropland f 1 Non-Cropland � r $k Tract Boundary Wetland Determination Identifiers N ~ ) Restricted Use 0 388 770 1,540 '7 Limited Restrictions s ,jt,. ,;.' ,,I Exempt from Conservation e f Feet Compliance Provisions USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership;rather it depicts the Information provided directly from the producer and/or the NAIP imagery. The producer accepts the data'as is'and assumes all risks associated with its use.The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a result of any user's reliance on this data outside FSA Programs. Wetland identifiers do not represent the size,shape,or spectfic determination of the area. Referto your original determination(CP"26 and attached maps)for exact boundaries and determinations or contact NRCS. �4141 1Lh-AV,/7- PAJ, DUPLIN COUNTY EMERGENCY ACTION PLAN DIVISION• OF WATER DUALITY (DWG!) EMERGENCY MANAGEMENT SERVICES (EMS) 910-296- ��1Lo SOIL & WATER CONSERVATION DISTRICT (SWCD) 910--296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 91Q�-'96--2121 COOPERATIVE EXTENSION SERVICE (CES) 910-296-21L 1 910-2�3E+-�14,E This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off the site. You should NOT wait until wastes reach surface waters or leave your property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to problems are listed below; A. Lagoon overflow-possible solutions are. a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. C. Stop all flows to the lagoon immediately. •_ d. Call a Pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field-action include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. ' c. Incorporate waste to reduce further runoff. d. Evaluate and eliminate the reason (s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers-action include: a. Stop recycle' pump. b. .Stop irrigation► pump. c. Close valves to .ell Anate `further' discharge. e. Repair. ail leaks prior to restart*ng .pumps. I_ .. Leakage from flush..sy.stem, houses, solids separators-actions include; a. Stop recycle pump. b. Stop irrigation pump. .r C. Make sure no siphon occu1A5:' d. Stop all flows in the house, flush systems, or. solid separators. e. Repair, all leaks prior to restarting pumps. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and pump back into lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property) ? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office, at 910-395-3900, after hours, emergency number:919-733-3942. Your phone call should include : YOUR NAME, FACILITY, TELEPHONE NUMBER, THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE SERIOUSNESS OF THE SITUATION. b. If spill leaves property or enters surface waters, call local (EMS) Emergency Management Services at 910-296-2160. c. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District (SWCD) office at 910-296-21205 Natural Resources Conservation Service (MRCS) office at 910-296-2121 and Cooperative Extension Service (CES) office at 910-296-2143 for advice/technical assistance. 4. If none of the above works call 911 or the Sheriffs Department and explain your problem to them and ask that person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair of the problem to minimize off-site damage. a. Contractors Name: a)O_om Lwd No j b. Contractors Address: all c. Contractors Phone: G. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc. ) a. Name: l' f 5u b. Phone: 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 8. If you are a contract swine grower associated with a swine company integrator, contact the company representative at 1-910-592-5771 Insect Control Checklist for Animal Operations Source Cause BMPs to Control insects Site Specific Practices Liquid Systems Flush Gutters • Accumulation of solids l Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. 1] Remove bridging of accumulated solids at discharge Lagoons and Pits • Crusted.Solids 8^ Maintain lagoons,settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6- 8 inches over more than 3(We of surface. Excessive Vegetative Decaying vegetation Gie Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. Dry Systems Feeders • Feed Spillage 0 Design,operate and maintain feed systems(e.g., bunkers and troughs)to minimize the accumulation of decaying wastage. Cl 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 (3 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. AMIC-November 11, 1996, Page I Swine Farm Waste Management Odor Control Checklist Source Cause BMPs to Minimize Odor Site Specific Practices FAnnslead • -Swino production W Vegetative or wooded buffers; V Recommended best management practices; W Good judgment and common sense Animal body surfaces • Dirty manure-covered animals 0- Dry floors Floor surfaces • Wet manure-covered floors V Slotted floors; W Waterers located ova slotted floors; O Feeders at high end of solid floors; W Scrape manure buildup from floors; 0 Underfloor ventilation for drying Manure collection pits • Urine; tom' Frequent manure removal by flush,pit recharge, • Partial microbial decomposition or scrape; O Underfloor ventilation Ventilation exhaust fans • Volatile gases; W Fan maintenance; Dust W Efficient air movement Indoor surfaces • Dust W Washdown between groups of animals; W Feed additives; O Feeder covers; 0- Feed delivery downspout extenders to feeder covers , Flush tanks • Agitation of recycled lagoon O Flush tank covers; liquid while tanks are filling MI Extend fill lines to near bottom of tanks with anti-siphon vents Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation conveyance dk Pit recharge points • Agitation of recycled lagoon W Extend recharge lines to near bottom of pits liquid while pits are filling with anti-siphon vents Lift stations • Agitation during sump tank O Sump tank covers filling and drawdown Outside drain collection + Agitation during wastewater O Box covers orjunetion boxes conveyance AMOC-November 11, 1996, Page 3 Source Cause OMPs to Minimize Oddr Site Specific Practices End of drainpipes at • Agitation during wastewater O Extend discharge point of pipes underneath lagoon conveyance lagoon liquid level Lagoon surfaces • Volatile gas emissions; Mr Proper lagoon liquid capacity; • Biological mixing; O Correct lagoon startup procedures; • Agitation 1K Minimum surface area-to-volume ratio; lam' Minimum agitation when.pumping; O Mechanical aeration; O Proven biological additives Irrigation sprinkler • High pressure agitation; 01 Irrigate on dry days with little or no wind; nozzles . Wind drift W Minimum recommended operating pressure,' ffir 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 tilling; O Tank covers; • Agitation when emptying O Basin surface mats of solids; O Proven biological additives or oxidants Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid • Mixing while filling; level; • Agitation when emptying O Remove settled solids regularly Manure,slurry or sludge e Agitation when spreading; O Soil injection of slurry/sludges; spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use; O Proven biological additives or oxidants Uncovered manure, • Volatile gas emissions while O Soil injection_of slurry/sludges slurry or sludge on field drying O Soil incorporation within 48 hrs.; surfaces O Spread in thin uniform layers for rapid drying; 13 Proven biological additives or oxidants Dead animals • Carcass decomposition fir'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 • Incomplete combustion O Secondary stack burners AMOC-November 11, 1996, Page 4 Source Cause BMPs to Minimize Odor Site Specific Practices Standing water around • Improper drainage; iFGrade and landscape such that water drains facilities a Microbial decomposition of away from facilities organic matter Minute tracked onto • Poorly maintained access roads [Farm access road maintenance public roads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU- BAE Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assurance Program; NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management:Odors and Flies; PR0107, 199S Conference Proceedings Florida Cooperative Extension AMOC-November 11, 1996, Page 5 Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality a 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. a a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. ✓� ❑ Rendering at a rendering plant licensed under G.S. 106-168.7. ©' Complete incineration according to 02 NCAC 52C .0102. a a 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). a a 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. Signa)re of Farm Owner/Manager Date Signature of;T chnical Specialist Date ^'� ~� ` / � \ ( ` ]aerator:WILL%AM D JACKSON County : DUPLIN Date: 09/30/93 � istance to nearest residence (other than owner} : 3000. 0 feet 1 . STEADY STATE LIVE WEIGHr /) scws ( farrow to finish) x 1417 lbs. = 0 lbs /` so-s | farrow to feeder) x 572 its = 0 lbs 3675 head ( finishing only ) x 135 lbs . = 496125 lbs 0 sQws ( farrow to wean ) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs . = 0 lbs TOTAL STEADY STATE LIVE WEI3HT (SSLW) = 496125 lbs 1^ MINIMUM REQUIRED TREATMENT VOLUME OF LAGOOh volume = 496125 lbs, SSLW x Treatment Vo1ume( CF; /1L. SSLW T'eatment Volume(CF) /lb. SS-W= CF/ !t " SSLIV,: Volume = 496125 cubic fes� - . STORAGT ;0L]'1E FOR SnUDGE ACCUMJLATION vol /me = 5. 0 cubic feet SLUDGE ASCUMULA-TON NOT COMPUT0.1, �T OWNERS REOUES7. RZMQVE SLUDGE ' TOTAL DESISN VOLUME AS NEEDEO, Inside top length 460.0 faet ; Inside top width 200.0 teat Top of dike at eiavatior 47.0 feet 5'ye5oard 1 . 0 "eat ; Side slopes 3. 0 : 1 121side lagoon ) Tctal cesign lagoon licuio level at elevation 40.0 feat Gcttcm ol lagc'on elevation 35.0 feet SeesQ''al hQh water table elyvetion 00,6 fe�� TlLel design volume :sjpg P'IsmQAdaI fornul -, SS/IND1 5S/END2 SS/SIDEI 3S/SYDE2 LENGTH W:DTH DEpT-i 310 310 3, 0 3 . 0 454. 0 ANFA OF TOP '-[N137' IN WIDTH = * 54 .0 194. 0 S8076 / AREA C= TCp ) «FE9 OF 9OTTOM L�NSrH * WIDTH = 328.0 128.0 49664 (AREA OF 60TT[M) AREA OF MIDSECTIOH LENGTH * WIDTH * 4 4Z� . 0 161 .(:: 271124 (AREA OF MIDSECTION 1 4) l CU. F-. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] A DEPTH/6 49664 � 88076.0 27112� . 0 ^ 0 � ` VOLU.'11E OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 749524 CU. FT , Voluurie of 25 year - 24 hour stor!,Ti Volume = 7. 5 inches / 12 inches per foot CA Volume = 55?4?40 cubic feet 70TAL 1...E2U1RED TEMPORARY STORAGE 5Az 121451 cubic 5B. 0 cubic feet 5C. 56 933 53667 cubic f e e 57500 cubic feet z 31384- TOTAk nubic fest Tonal required volome u I c f m e 7-395570 (-;,H c TDtol design volume avail - 40fe54 cubic MO . req treatment volume plus sludge accumulaticm 496123 cubic At elev . 43, 1 feet I Volume iS %0210 cubic feat (emd pumping ) Tctal design -oluma less 25yr-24hr stor.m is 652084 cubic feet. At elev . 45 . 3 feet ; Vclum2 is 68SE7? cubic feet (sta-t PuWnq Seasonal high water table elevatinr i.-,:.z� y Jva� APPROVEE B*e SCS DOES NOT CERTIFY THAT EXCAVATION AND NO-EN SEE ATTACHE FILL VOLUMES ARE CORRECT ......... ......................................... ...................................................................... ......................................................... ............................I I.......I..-....-.-...--........................ ...................................................................................................................---...................... "..............................I......................................................................... ............................................................................................. ..............................................0..........................................I........... ...................... ........... �� ^-- . NAME : WILLIAM D JACKSON COUNTY: DUPLIN TYPE OPERATION: 3675 FINISH TOTAL RE2U [RED VOLUME 735509 CU FT TOTAL DESIGN VOLUME AVAILABLE 7Z8550 CU FT -------- ESTIMA�EQ V3L�ME CF LA30ON EXCAVATION 17849 CU YDS VOLUME OF PAD EXCAVATIO4 139E CU YDS -------- TOTAL EXCAVATION i?247 CU YFS -- ----- VOLUME OF PAD FILL 6425 CU YCS V3L�M� OF DA� 8T86 Ci] YDS TOTAL FILL Cj YDS CUT - FILL RATID 1 . 28 3 IN AREAS OF SOILS BORING C2 AND #3 THE BCTTOM WILL NEED TO ?E OVER ACAVATE0 1 FOOT AND BACKFlLLED WlTH 1 FOOT OF COIPACTED CLAY. IN OTHER AREAS lF SANDY MATERIAL lS ENCOUNTERED OVER EXCAVATE 1 FOOT AND BAIKFILL WITH 1 FOOT OF COMPACTED CLAY MATERIAL . SCS DOES NOT CERTIFY BEFORE BEGINNING EXCAVATION THAT EXCAVATION AND LANDOWNER m ADVISED roCONTACT FILL VOLUMES ARE uLoroTo ASSURE THAT UNDERGROUND CORRECT UTILITIES ARE NOT DESTROYED /10013249*9 �. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon ( top of dike) Le:gtM * Width = 92000.V square feet *97 lea 00 Buildings ( roof and 10t water) Length * Widti = 0 .0 0. 0 0. 0 square feet TOTAL DA 4QQ*?.6 square feet Tesign temporary storage owricd to be M days, Vclune cf waste projuce�:� Approximate daily production 0+ maru,s i: CF/L3 SSLW 0 , 00136 Volume = 496125 Lbs. SSLW * CF c + Wuste/Lr . /Da!' dv!'s Yalume = 121451 cubic feet op . Volume of wasn w»te.- This is the ono"rt of fresh water used Ur washing Urors o, vol "" of frenn water used Mr a flush system . F!Uah syytecs that reci^'culatE the izgnon wate, are arccun"ev Mr in 5A. VulAne = 0 . 0 gallons/toy 180 ca} s starage/7.% ga� lcns oar CF Volume = 0. 0 cubic feet �C. Volume M rsinfall in excess of evaporation Use pe,iow of time when raio"ail excevds svaporaticr b/ largest amount. 1�0 days excess rainfall = 7,0 inches 7 , 0 in z DA / 12 inches pe- foct vobo&�F cubic feet ^ OH-Ver-'� \�� ^r ' / \ -S dartment of Agriculture Soil Conservation Service CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for �<EEC,)P-1 �n JUPLIN WL.n�y , Nurtn laro!ioa GLEMN TLlFT0\1 Date : 09/30/93 Date Jon Number 063 LA50ON CAPACITY TEMPLATE DATA; Beyinning Wevation = 35 3eginiing Wation = 139+. 5 n39+ 5 to 479+ , 5 C\3CL88/3 0. 00000 ft'it NUMSER 1 Centerli�e Station 139K , 5 ORIGINAL DATA: 203.0 / 11.0 400 .0 / 46. 0 Q1TW^/ NLMBTR 2 czntsrlive Station 479+. 5 46 .0 400. 0 / 46. 0 OH-Ver-1.44 S -r.('. artment of Agriculture Soil Conservation Service PLANNED QUANTITY CALCULATIONS prepared for .1-:-) J e:!!.-! E3!F DUPLIN County , Nort! DeWgnSr i GLENN CLIFTON; Date 09/30/93 job Number OW]". * E EXCAVATION x? FILL Ent Loft Right Off-EL CL Dist Araa VDIUMe ! prea ycluwr., 014kh so SE sts ( ft ) (ca.ydz ) CE 31L WL 260.0 13905 34C 16760. 7 C) c'. i 311 7: 1 266.0 479n . 5 1331 9 2.7 4-5; K Fri' 7-o-rb -7 38 5750 CO CAPAC4'ry ` .. x~ � �artment of Agriculture ^ - Soil Conservation Service CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for z: 1)JFLIr4 [.ounny / North Carolina Designe`' : GLENN CLIFTON Checker _ Date : 07/30/93 Date ______ Jon Number 064 LAGOON CAPACITY TEMPWTE DATA: 3egirnirg Elevation = 35 Begirmirg Station = 079+. 5 479+ , 5 to 563+ . 5 C\30L2A8/3 9 . 00000 ft/ft 7 -IJN NUMBER 1- Centerliie Station 479+ , 5 3R [GINAL D4TA: 0. 0 / 46.3 400. 0 / %.0 WCTIJN NUMBER 2 Centerline Station 56C+ . 5 ORYGINAL DAT4: 0. 0 / 46. 0 400.0 / 46.0 ��r! � ^ /~ ' ~' `^' ^^'` .S yL ..artment of Agriculture Soil Conservation Service ' PLANNED OUANTITY CALCULATIONS prepared for 1,4 zn DuMIN Counzy , 1orth Carolina Designer : GLENN CLIFTON Checker Dato : 09/30/93 Date Job Numbe' 064 LAGOON CAPA2ITY | *1 EXCAVATION ** | ** FILL ** 8ct Left Right Off-CL I CL Dist 1 Are, Volume Area Volume Aidth SS 5S ( ft ) ! Sra ( ft ) (SqFt) (CuMs ) (3qFt) (W.Yds ) . . . 288 30 311 66. 0 479+. 5 ' 3531 . 0 10593. 0 '9 3: 1 3: 1 66. 3 | 56{+. 5 . 3531 .0 � ' OF7( )T AND MAINTENANCE PLAN ------------------- This lagoon is designed for waste tr^c•!a..fient ( permanent zitor"age) with min . odor control . The timerequired for the planned fluid level to be i"EaSetLhad ( permanent + temporary storage) E?'i_y vary due to soil conditions flushing operations, and the amount of fresh water added to the system. The designed p months temporary i'�'-li storage isan estimated `*f fj i_ii:�= based _- s ..i. ) waste fron animals; .5 , excess s rainfall after evaporation i and ... ! the largest 24 %ic.%r C:'tl:._. -1 day ) rainfall c-:L that occurs_. _.. _ average a`" - i. f once e e v a:'r'•y 2 5 years.' 1 E 1 e volume l u i�7 a o f waste t'�; generated' f�,...C.r.,-. .. r m;. i ..r.,t m yice: .... ''{,'.'',_. . '-h a...:. i'__ �_._... .. ... �_n.__..... ... .... S�. h ._. ._...._. ....... , :-. ,.- •!-1 ,,, ter.• l rairfall which is equal to or exceedz the highest 6 months excess ir---. a year. The average annual excess rainfall is approximately 6 inchos! pumped" each year. T h_: 25 year rainfall will not t be _. factor to {.:,f_;;•.... _:i_.. ...n an annual pumping cycle, but.. this storage ..5.i.%.:m'=.! must always cutletavailable . A maximum elevation is determined in each design to begi!-'.,- janding0s) . if the _ be installed on ohis elavaVim-'.. :.,...- ., :_ri.... .,t :vh::5n pumping should begin .. An elevation .'..+':..: be e:` 4..'--b .._..si ....... elevanicns for operating convenienne as site ccndifiors Permit, sucN as to stoo pumping to maintain minimum treatmert depth (6 feet ) , n order to apply "asta without :enter pl-oh , guns , and traveling gap irrigaticn . Ca -a should bs: tapes i. applying - orevent dawaQe en . ,..._l,.... . ;..: :! recommended •yl:r treatmeit lagocai.:7 bow-. „-,, voweran with effluent at all times. Whon prmaharging is comPister. jiush tjildings with racycicd lagoon liquid . P-ssh water should ve usyd for flushing after initial fillinga: waste enterirg tne lagoon thereby reducing odcrs , solids should Wa, plan rezommends sampling ana testing of waste (see attacnmert . befave land application . 7 , 2egin pump-out of the lagoon when fluid level reaches eleva . i t.!.. 5 fluid j::.t•r-' reaches ele vation�', $_' �7:- Pr;''Y "- ".:: ben ;.7rc: the fluid depth't --_ marked less Wan G feet deep ( this PrOvents the loss Of favorabl*:-.'� is 175118 cubic feet or 1309833 gallons . •, , r. considerablys stated bafore, vnjuw2 will vary year. /r �~ ��.. 4. The recommenc�. me1 mum amount to apply ' i»��'gation is tone ( 1 ) inch and the recommended maximum application rate is 0.3 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually . Vegetation should be fertilized as needed to maintain a vigorous stand . 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation . 7 . All surface runoff is to be diverted from the lagoon to stab0i- outlets. S. Keep a minimum c4 25 feet of grass vsgetatgd bMfar a -rand waste atilization 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 . � 9, The Clean Water Act of 1977 orchibits the discharga of pollutants into waters of the United States . 7he Departmsnt of En'ircnmert, Health, and Natural Rescurces, Division of Erviron' meita| Management, has the resoo:sibility for enforciig this lap . ^ ` SPECIFICATIONS FOR CONSTRUCTION OF WASTE:: TREATMENT LAGOONS ---------------------------------------------------------- ,t All trees and brush shall be removed from 7 o construction area fill before .Yi.i ri excavating ,J Y" l ._l E. is started - stumps will ...e removed !i`:!i !_f'''„j 5 f r iy? area__._w of the ye foundation :�t..` the embankment a"'!l:€ fill excavatedand all areas. All stumps and roots excaeding one ( 1 ) trah in viameter Fhall on removed to a minimum depth of 'r?:-. _.. ..:....'1:is -7 _ o- ,'! disposition :a_-? of all __..I ....rI .t '-I._'. foundation area shall be laosened thoroughly before placemenz of embarkment material . Lagoon site (and pad site if neaded ) to be stripped of slopes' - -1 i t topsoil,i .y h •k p s!'�....1.7.: 3 stockpiled quantity is in ._..a._._.=t:_ Of _..�e C 1.... - _s specified on page one h ...e r 'r A cut-off trench ( ,hen soecified ) snail me installes as shown ir-i t' .... i t. o :. ccnstruutlong Construction of excavated and eaMhfill a-eas shall be performed to tMe lines and grades an planred . Oeviations from this will : require prior approval of the SCS. Eacthlill shall be placed in of A- lifts and not placed in standing water . Compactimn shall ::.,T':,:;'t.r.:. ! .... . Toe embankment of the lagoon ?i::: using insrailed include�hu more i"Pervicus materials. Construction of fill heights shall. when areas of l are encountered , they will need to bT excavated a minimum of one (1 ) foot below grade and backfilled and compacted with •:_} _-._: approved ma -. _. _.c' .'!. .I S_ I_.. - Refer investigation informationjrthe plan plann for special L:C-%n .:.io .... ...:.....:!`._ :. pracautions should be taken during construstiom to Prevent excessiW'.F. erosion and ssdimentation .. ------------ All empcsed embankment amd other bare constructed areas shall bs-. planned type Of MgetatiOn as S00n :...i_in_..5{.._-!!r-.,.. o n _._.t:::_. _. ._n t_` to `ia s. ...-..._.i't 1. _p_]•c.... . _ -__E+_ ...._.i sheet, 1 �1Pt.l►'1 C'o. TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM Confinment Building Top Width f2' ' Settled Top`Elevation �7.0 $eG�n PAD Et€v. So.a \` P-nb PAD Euev. 50 _ _ _ .- OUT PIPE HLEV. S_3- 1 SS Pit �� SS 3 s� SS 3 : 1 TREATMENT �s LAGOON �1 Depth = /�•3 " Pipe (Needs to be adequately supported) �`� Bottom Elevation 35.0 r u. S. oElAmymr or A=t it t MC•EN6-�.0 Soi t Ca morve ten Sarviea _ Rev. 7/91 PLAN OF EXCAVATED WASTE STORAGE PIT NAME: VJiL-L ,Anti 'P. 5Ac9,Lon Date:, IZ29Z93 county: -b✓Pt,,n Address: SErt 7opo MAP F*Dr2 1) rv% SfonS, l E144 r1 r W / ,EYE. To/ ELEV. /fir,. /tea ti 12. / � Ott. aoTTDY ELtt. / T}1 (Sm bart for votLm catfutatioru) use of facility: k1,)ASr 74EArA4Enr LAGo©r\ c�Q• 5 y lone -735,�5 v Ft3 Sail Bench Mark DescrIptim oP_ yr C mEr�r �Pjt►r7 on_ So�rF+ SfDg7 o x: s3u,Cz>/► r- NEXT tb l7Er� OA8 A on Bottom Elrr. 35. Normal Liquid Level glen. 4 5.3 Storage for normal Frecip. (+) Ft. zm Liquid Level El ev. 25 yr. storm Storage (+) 7 �Ft. Crest SSW xle•v. max.Flov Depth Fre.hoard 110 Ft. Top of Dam Blsv. ,/7.o 1)uPtrn Cu. TYPICAL CROSS-SECTION OF LAGOON CONSTRUCTION WITH PARTIAL--CLAY LINER t 1 FOOT THICK CLAY LINER FILLS (MINIMUM) FILL AVERAGE GROUND 1 _ -- AVERAGE GROUND VARIABLE EXCAVATE THIS AREA AND VARIABLE SANDY MATERIAL SANDY MATERIAL BACKFILL WITH -CLAY NO CLAY NO CLAY --�- 1 FOOT THICK 1 FOOT THICK CLAY LINER CLAY LINER EXCAVATE SANDY CLAY-CLAY SANDY CLAY-CLAY ADDITIONAL'EXCAVATION DUE TO LINER: Zt60 AVERAGE DEPTH TO CLAY 2. X 1 FOOT THICK X DISTANCE Y!) LO CUBIC FEET = /BZ CUBIC YARDS, 27 CUBIC FEET/CUBIC YARDS. now mom 01 MEN 0 ONE MEN E°Mill 3 wwm OEM ME Sol Ipp I nwua�� IMMEMEME no �� 11jullsollumom OEM e �i ■�■■■ ■■■■■■ /��■�■■�.�■��■■■■■■■■l m■�■■�■■■■■■■■■■ ■■■!7[fCL-7��■■■POW-3m- ■ ii7■■■■.OMEM■■■■■■- M■==--M■■n■■■■■■■� n■■■.■o ■■m■■n�■■.■u■■■■■■■■■.■■■■■■■u■■■u■■■■■■■■■■■■■■■■■. ■■■■■m■■■■■■■■m■■■■■■■■■uu■■ ■■■■■■■■■■u■a■■■■■■■■■■■■■u■■■■■ u■■.oa►■■■■■u ■■m mr■■.m.■■.■■■■■■■ aid■ui��usiiiii�■ �iiiaiiiiu=i�i'i��iii■■■u■Qm�iiiiii�■��MEMO MOM mumi ■■ ■ ■®■O■■■lam ■■■■■■■■■��O■�■ m■■�■■■■�■■■.■ miNIII NO a®�■®®mumomUM m®■®u ®® a■uwnn®®iui■u■m.um ■Bu® � ■■0.■■m®mB■■0■■®Am■■ SOONER WORSE MORRIS ■a�a ®�� ®�■ ®®® �s ®NOW r ' m N ■■■r:sNow SEEMS! �s■■� �u7�■tea IMMUNE m�� MEWE SERVER ®MISSION �� SOONER RONNIE� �■mCi■■■■■. ■■■.C�■.■■■■■.F■■■■■ saw■■■■C7■.■....■■ ■III .■■■E.■■.■■■■■ ■ ■■■■..■■■■■■■■■r■■■■■ ■■■■■■■■■M■.■.■■■.■ ■Miii■■�iiiiiii■iiii■iii■�i■i�iiiiiiii■ii�i�iiiiiiiiiiiiiiii■�iiiiiim ■■ ■■■■■■■■■■■■■■■■■■■■ ■■■.■■■■.■■ ■.■■■m.■■■■■■■u.■■■■■■■ gym■■Y■■■■■.■Ym Y■■.■Y■■■■■o■■■■■■.■YYm�■..■■■u■■■■■■�ii o■■®i.i■om■iiaomi■i■■■�iu�n°�ii■■.■ i��i�i��u■■■■■■■■Ym �Y'�ii�ia■�iuo�i■mui�v�iii��criiiiiiiii■ui�ii�ii�iiii �m■■�01®��A■■q�■■OMEN q�■■M■SEA■■W.�■nv�■�� YY■ �:.■��®.■■Y ■ .�■■■■■YYY■m■■Y■■■m■�■..■■■.■�■ MUMEREIREI ®.■Y■Y1 ■ ■�■■Y■■■..■■■m■■■■■■■■■.■■■■■■■ El MEN WEN WMESI MUNIE� � ® EMOM e INEE O� YY■ MENINEEMIX IM MEN Y� y ENEM. ININE ��■®� =�m�® ® MINVE IN MENIS =MEMINO ®®®■Yo®sue.■ ■®�Nwa■® .■N■ Wm ■■m®®ma■.m■..■■�■ ■.m■■■Yma a■Y ®®.■■om®YY■W�■mu■d■.mo■■m®Ya■a® U. S. Department of Agriculture + NC-ENG-34 Soil File Code: 210 L4 HAZARD CLASSIFICATION DATA SHEET FORZW Landowner County �'";a___ Community or Group No. (5 -0- Conservation Plan No. Estimated Depth of Water to Top of 12,0 Ft. Length of Flood Pool _ _ __Ft. Date of Field Hazard Investigation 6 - 16 ,q 3 Evaluation by reach df flood plain downstream to the point of estimated minor effect from sudden dam failure. . Est. Elev. :tst. E-1 evation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Flood Plain: Flood Plain . _ Ft. . Ft. % Ft. Ft. 2 3 Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach N,.._ Aaaftlr 700-'Z - tO M JI &aA'.h r".- YU Hazard Classification of Dam (0, b, c) (see NEM-Part 520.21) 4 oo� :P Classification (I , II , I1I , IV V).— ar -, _Date O -lµ-93 AT (title Concurred B, %r/. �. S A7 L__ Date/- llJ' I -- name title NOTE: 1. instructions on reverse side. 2. Attach additional sheets as needed. {s �/ HIGHLY"ERO� 'LE� `ND CONSERVATION{HEL AN VETLAND 16 eg rT CONSERVATION (WC) CERTIFICATION 1. .Name of Producer 2.Identification Number 3, Crop Year - OY YES NO 4. Do the attached AD-1026A(s) list all your farming interests by county, and show current SCS determinations? If"No", contact your County ASCS Office before completing this form. 5. Are you now applying.for,or do you have a FmHA insured or guaranteed loan? ✓ 6. Do you have a coop insurance contract issued or reinsured by the Federal Crop Insurance Corporation? 7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with HELC and WC provisions? t/ 8. Has a HELC exemption been approved on any .fauns listed. on AD-,1026A because the u • s:. . landlord refuses-to comply? 9. List here or attach a list of affiliated persons with farming interests. See reverse for an - explanation. Enter "None",if applicable. If items 7 or 8 are answered "YES",circle the applicable farm number on AD-1026A. During either the crop year entered in item 3 above, or the term of a requested USDA loan: YES" NO 10. Will you plant or produce an agricultural commodity on land for which a highly erodible land determination has not been made? 1 11. Will you plant or produce an agricultural commodity on any land that is or was a wet area on which planting was made possible by draining,dredging, filling, or leveling or any other means after December 23, 1985? 12. Will you, or have you since November 28, 1990,made possible the planting of any crop, pasture, agricultural commodity,or other such crop by: (a)converting any wet areas by draining,dredging,filling,,leveling, or any other means, or,(b) improving,modifying, or maintaining,'an existing drainage.system? 13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building construction, or other non-agriy,gltural use? - - �. t=��c. I`u2_ �f�sru � c s� OG lousr"S 416.0 If answers to items "YES"for any one of these items,sign and date in item 14 below. Circle the applicable tract number on AD-1026A,or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026 10, 11, 12, or 13 are:Ito SCS for a determination. DO NOT sign in item 16 until SCS determination is complete. "NO"for all of these items or SCS determinations are complete,complete item 16. I hereby certify that the above information,and the information on attached AD-1026A s, is true and correct to the best of my 1. Signature of knowledge and belief Producer !D&e Y ? 5. Referral To SCS Enter a 4 if a SCS determination is needed because Date Referred Signature of ASCS Representative (Completed by ASCS) "Yes"is answered in item 10,11, 12,or 13. OTE: Before signing in item 16, Read AD-1026 Appendix. thereby certify that the above information,and the Information on attached AD-1026A's, is true and correct to the best of my knowledge and belief, It is my responsibility to file anew AD-1026 in the event there are any changes in my farming operation(s). In signing this form,l also certify that I have received and will comply with the compliance requirements on nature of AD-1026 Appendix. _. 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[ ten d-- aC . aar � u� n DWi:11 iarn aunar .r r than owner) i �[�. (7 feet�,., ,. •.r a.-,..',,.-•',�,.•..-. . Lance Iq nearest rsiderice father. . - �47 }, STEADY STATE LIVE WEIGHT - 0 saws (farrow to -finish) x 1417 lbs. = D lbs r2/9 (,1 1 �� sows (farrow to feeder) x ��..•_ lbs. - lbs • 360C) Head (finishing only) x 1::',5 1b:�. - A-86000 Ibs C1 sot-ire (farrow to wean) x Li•.;:7, 1.bs. _ 0 lbs' 0 head (wean to feeder) 0 lbs. = 0 lbs TOTAL_ STEADY STATE LIVE WEIGHT (SSLW) 486000 lbs MINIMUM REQUIRED TREATMENT VOLUME OF` LAGOON VOl r.tnle = 4C6000 lbs. S'--31-_W x Treatment Vol ume (CF-l l b. SSLW Treatment Volufne (CF ) /I b. SSLW= 1 C:'F'/1 b. SSLW V 0 1 ume = 48bf.1i 0 cubic feet STOE-tAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0. 0 cubic -feet' --l"FAL DESIGN VOLUME !_ _ Inside top width ?20.�? feet:. Inside top length �fi':1('>� (_� feet K Top of dike at elevation 54. -feet Freeboard 1 . 5 meet Side slopes `::'.. 5 : 1 ( I I1si de lagoon) Total design :lagoon 1.i.(:Ui d level at e1 Favat i c1f-1 ,;;, {=1 f e e t Bo-L-totn of 1•ag(:)on elevation 42. 5 feet 5i3y:�rt�f'1al I•'1igh water tableelevation 44. 0 feet Total design VOI 1..M1e Using F1r J sfY1(7i.cis l f arinul a SS/E.NDI SS/E::j,4D;: SE-3/81DE:I SS/ 3II)f.=:.:: I_-I_,{'JE=it"I-i 4�}:[I)TS 't DEF'T1--1 2. 5 2. 5 . 5 2. 5 392. 5 212. 5 10.5 AREA Or TOP LENGTH * WI DTI = _ AREA OF BOTTOM LENGTH •x' WIDTH = 34(_1. 0 160- 0 �4�li1(:). 0 (AREA O(= ItU E fOM) AREA OF MIDSECTION LENGTH WIDTH * 4 366. 3 186. "3 272856. 31 (AREA OF M I DSECC•I DkI C'U. r-T. [ARE.A •'I-OF' -I- (4*AREA r1I I):aECT I ON) ••I- AREA BOTTOM] DE PTH/6r d VOLUME OF• LAGOON AT TOTAL.' DESIGN LIQUID LEVEL = 7186519 519 C:U. F'T.� r t.y}, .CIO".,�w• r -k-} •'rc-S�j;': r 'R,•.a. �+.• '' :.p--- _i•r '-7;: ..�:•y+r p7 s '� € •s . a.�•�% r��F.'� .0 .y '�.�:x Y;a 1.. I RED .,'IFD;riARY 'S7C]FiAGE FtiEGfU .. _ - _,r _ P. 4'•:.�•• _ tip`'.i _ .'':�:+�•''y. y`�.,.;-'S}�k�.._ DRAINAGE AREA Lagoon (top of dike) Length * Width = 40t7. 0 220. r.) 880t:)C). 0 squar-e f ee•t Buildings (roof and lot water) Length * Width = 0.0 0. 0 0. C) square f eet TOTAL_ DA BSCrt r0. 0 square feet Design -temporary storage— period 'to be 180 clays. V«lUffie of waste produced Appro-,,,imate c:iaily production of manutre in CF/L._B CSSLW c?. 0C)136 Volt-tmt: _ 406000 Lbs. SISLW * CF of Waste/Lb. /Day ISO days VOILtrne = 11R684 CUbi.c: feat Volt-,me of w,zsl i water This is the amOUn•t.. o-F fresh water i..t:sed for wasl"7 i ng floors ear- VOl Uri:e Or fr-est7 water ttss'i_I fi3'r a f].�t.sh sy<. t.rm,. f=lUSh sy_�teifis that r i3cir-cttic�te •h:.he lagoon water are ar—COUnt.ed fi:.;r in 5A. Vo1ume 0, 0 gallons/day I<IO drays storagtee/7. 48 ga.3. 101-ti- L �rc,r... I. Val LuTle 0. 0 cUbir: +eet VOI LAMP of rainfall in S->Sct ci,:s ❑ : eva(: orr:tti On Li=sr period of time whe-ri rainfall e;:i�eeds evapor-,a'tion by jar-gest amour-it . iSC) days excess rainfall - 7. rY i.nc:he�s Vol UITIE: = 7. 1.) in * DA / 12 inches per -foot Volt-tme = °.` 1.']5:.3. 3 cUbic feat r �n Yer• i *id '- �- ,�5{,.'.��•. :} ,. E•:i._ -Y d t._e'4e� e+ _..�r a M S• �r 4 ,li • . ^TTA w h,� s .:Ti F.� ;.;�.�,�•,k.a '�.�.'�' 7'9 �.,,f`. Y �,�-i:'•n:r�k? rat-:;k.•. - _ r� � t�?'�.•.<wL5 ,•£^:t, s�,:•aC.� g`.{. - , ,y;C'{ --�• x. 1:31`,.rf' r....-- +I •i =rr. � Val umeeof F5 year' hour~: rrl �:.. V.cal ume '_ 7.5 i 001 0/"•1? inches per foot... ":DA Vol ume = 55000.0 cubic feet TOTAL_ REQUIRED TEMPORARY STORAGE 5A. 119684 cubic feet. 5D. 0 cubic feet 5C. 51333 cubic 'feet 5D. 55000 cubic f ee't, TOTAL. 225017 cubic feet. G SUMMARY Total required volume 711017 cubic feet Total design volume avail . 7:18659 cubic feet Min. req. treatment volume plus sludge accumulation 466000 cubic feet At elev. 49.5 feet : Volume is 444908 cubic feet (end pumping) Total design volume less . 5yr-24hr- storm is 663659 cubic feet At elev. 52.. 3 'feet ; Volume is 661013' cl.ibic filet (start pumping) Seasonal high water table elevation 44. 0 feet DESI NE D BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN r' C if•LP' { Th is' l goon i s deli gried' for waste' treatoi6n wx th` 'mil' i mum od6 control . The time .r.S=qulred far the "planned fidid level try reached may very dUe to 5C37 1 Ctandi t i❑ns,f 1 Llshi ng ❑perati ons aril the amount of freshl water added -to the system. Land application pi waste water is recognized .as an acceptable method b+ disposal . Methods of application include solid set , center pivot , guns, and traveling gun irrigation. C ERr-e shlvuld be taken 4jhen applying waste to prevent ru:+.aff frofr,. thin +ie.1d or daam..-age to crops. -rhe 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 cluri ng 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. es. 2. The attached waste utilization plan shtaall .be -Followed. This p1.an recommends sampling and testing of vi<Kste (see Attach ai nt I1) before land application. Begin pL.trr7p-"out. of the lagoon when f l Ui.d level reaches el eva--' ion 52.2.' as marked by permanent markers. witol:) pt_uMp-out when the fluid level reaches elevation -'V-?. 5 or before f 1 u:i.d depths is less than 6 -Feet decep (this prevents th-:? loss of favorable bac-teri. a) . 4. 'The re-cofrlmended ma:;i fr1LAR1 t-tmOUnt to apply per irrigation is tine ( 1 ) inc.h and the rec-orimended fritz:t i rrn.m :appl i c_:tt i.on r'xte is 0. 4 inch hOUr. Cl.. '::'et•:?j.J vc-.-geta':1•t iol1 01"1 4:he embankment and areas r: (lia.cer--it to the- lagoon rnowtld annually. yE.-g(idt.-Ati of t Sht:Ul d be 'Bert.i l i z(,-:'d ci'iz needed -to maintain a V:I gCWOLAs stand. e-)., Repair" any eroded atrea.:3 or areas clafTlaged by rodents and ecztabl. ishi in vegetation. / h Stable, e l r f it : t rm o( n .a out 1.et•.s. S., 'Thie CJ e�ari Water Fact of ".1.977 prohibits the di scl-tar ge of poll-LAt_.Ants into waters of the United States. The. Depaar••trrent of Environment , Health , artc:i Natural Resources, Division r.:)f E=rivi.r-on'.. mental lelanz-tgement , has the responsibility for en-Forcing this lFiw. t r _ � F NSI UC a T I ON iE'-:; fA - i;, l .T EN FAG { ¢ Ttr + _ i ` �t � sa Fed py q ey z- �.T °l Y` 'tali;l .F.Y i +�K� ��%�tC_��g 3 h�� N+ �� TY.+ uiF` Fa Ixy� +�1�)",K�'M'afitt-•�u 3' ,�N"'.,�"-t�,y' J n �.q��E ��- - Y a� i•�� '}- '� tsyt 7 � '�t s„ - °. 1 f1, �,..s,, t S k 1 Y d ��-fK.s. Cl� 3r:2ng: Al l trees and brush shal 1 be removed " f rcam ,the coristr* uct i bn 'Ar-ea. before any excavating or fill is started. Stumps will be r bmdved within the area of the foundation of the embankment and -fill areas and al l excavated areas. All stt_tmps and roots exceeding one ( 1) inch in diameter shall .be reajoved to a (ii:i ni Irlt_m depths of one ( 1 ) f out . Sat:is'Ftac_t or,y di s I:asition wi. l1 be maidr? of a I I debr•iS- The foundation area shall be loosened thoroughly before placement of r--inbanR;ment material . t:ut-off Trench: A c.:t..tt.--•off trench (wr ien Specified) shall be installed as shovin in the plans. �- Construction,-. T "cnst-.rt..tct.i. on of exccava-Led ane:l eRr-thf i l 1 areas shall be performed to .he ne,_at lines and grades as planned. Dtevir::iti.onF, from this will r-E..-gt_ti r e prior approval of the SC:S. E=arthf :i l::l. sh xl l riot be placed i n standing water and rea sona.tal e compaction of the f i 1. 1 ss. shall l be performed by the construction egr..ti pment or stet: eps +(:)ot roller di•.tri.ni plracetne it. The embank:ment of the lagoon shall be U15i.1-19 the more i mpervi ouS materials. f::onstruc.ti on of fill tlei ghts _Sisal i.nc_IudE_5 't:�irl ( lir) I)@r-(:erlt -f'or, sett.lE'iTl _nt., To protect gag,-insL se,�eF�-R�7e::„ wl(ei areas of Unsuitable iria't.:er'i.gal are E..-nic-oun'l•:.ered , they will. need to miliirru-trni of one ( :I. ) foot below grad(-.-.a and bac:k:fil. led and e:0mp,:acted with a 4Suitable ma•l:•ceri.a:l (i e---C L.SC,C.,H FRe-I't•-�r to the soil�5 i.j-jv ?i5t:i.gat':ior'1 information in tl'le plans for sp(- ciatl considerations. F'reC.aut.ions sl"iould be tak:erl dt_tr..i.r')9 c:oi-istruction to prrvESnt E.*::cessiver (-,rosi on and sed:i inent•a.ti Eafi. VegE tati,C.-)ne A:11. exposed e(rbank:men t _arid c:rt[ier brtr-e (-onstr•L(c:te(:i -trFwas _,haII be sE•-edE-?d to t.hE--- p1anne(_I type of vegetation ,zas _Jc_,on Eks po(:.S.:�ib1E� after. CorIS.'trUCtlo on. U. S. Department of PC .cul( e ( NC-ENG-34 Soil Conservation Service September 1980 • File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner -�ar'kson Cel County Community or Group No. - 2 Conservation Plan No. Estimated Depth :of Water to Top of Dam_, 0. Ft. Length of Flood Pool Ft. Date of Field Hazard Investigation '7-q -q x Evaluation by -reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Est. E 'ev. :Est. Elevation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above : 'Flood Plain: .Flood Plain Ft. Ft. % Ft. Ft. 1 2 3 Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach G en S WM )foot �.+ ro�► to ti G� o�c� �-i Mk i- .. G 6., Hazard Classification of Dam (�,� b, c) (see NEM-Part 520.21) _ Dam Classification I� II, III, IV, V) B j3jL 141. Date - na title Concurred By Date— name title NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. . . . . . . . . . . .. Toga width: : . :. . . : . . . . . : . : .: .: �. PIP "Ourf-E. 1 �J ' • ' ' ST' E ' 'A CA {-. Tel -' �� F0 f NoT"ES; .i'M.0 ;--r ;�_, • �— _; TOTALF� L = . .. .. .E .. -._.._. _ ..---- - ofao X I I I� 1� X 71:Ao AD-1026 102-01-91) IMED STATES DEPARTMENT OF AGRI ARE Form Approved-.OMB Na 0560-0004.. HIGHLY E ODIBLE��LAND CONSERVATION HEL•C ND.WETLAND - CONSgRVATION (1I O,CERTIFICATION i 1. Name of PLoducet ;, ,. +.;;m ,•,� 2.Identification Number..;-,.:;:; 3. Crop Year 4. Do the attached AD-1026. YES No list all your farming interests by county, and show current SCS determinations? -If"No",.c•ontac"t your Couhty ASCS Office hefore completing this form. 5. Are you.now applying for,or do you have a FmHA insured or guaranteed loan? J 6. Do you have a crop insurance contract issued or reinsured by the Federal Crop Insurance Corporation? 7. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with HELC and WC provisions? t/ 8. Has a HELC exemption been approved on any ,farms listed on AD-1026A because the ✓ landlord refuses to comply? 9. List here or attach a list of affiliated persons with farming interests. See reverse or an explanation. -Enter "None'; if applicable. If items 7 or 8 are answered "YES",circle the applicable farm number on AD-1026A. During either the crop year entered in item 3 above,or the term of a requested USDA loan: 10. Will yob plant or produce an agricultural commodity on land for which a highly erodible Yes No land determination has not been made?- 11. Will you plant or produce an agricultural commodity on any land that is or was a wet area on which planting was made possible by draining, dredging, filling,or leveling or any other means after December 23, 1985? 12. Will you, or have you since November 28, 1990, made possible the planting of any crop, pastdre; agricultural commodity, or other such crop by: (a)converting any wet areas by draining, dredging, tilling, leveling,or any other means,or, () iMproving or modifying a drainage system? r13. Will you convert an wet areas for Y y fish production, trees, vineyards,shrubs, building construction, or other non-agricultural use? If answers to items.l0, 1.1, ,"YES"for any one of these items,sign and date in item 14 below. Circle the applicable tract number on AD-1026A,or list in item 12 on AD-1026A. ASCS will refer this AD-1026 12; or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete. "NO"for all of these items or SCS determinations are complete,complete item 16. I he.reb r.fify th the above infor ation,and the information on attached AD-1026A's, is true and correct to the best of my 14. Signature�of kn lief. Producer.611110�- rsTT Date 15.Referral To SCS Enter a if a SC termination is needed because ate Referred S1gnat of ASCS Representative (Completed by ASCS) :"Yes"is answered in item 10,11, 12,or 13. J NOTE: Before signing in item 16, Read AD-1026 Appendix. f hereby certify that the above information,and the information on attached AD-1026A's, is true and correct to the best of my t knowledge and belief. It is my responsibility to file a new AD-1026 In the event there are any changes in my farming operation(s). In signing this form,I also certify that 1 have received and will comply with the compliance requirements on 16. Signature of AD-1026 Appendix. 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'1 a1.. ,, alit Ott S k S f t '"Ej�vY l .t ".t 3 ?aC 3 "7Y.,�� } br• �a 1 �a1�� T 'F`.ti`• Y. y: � 4 .) ;A 1 n - s�Ts c.t� -v{�._••TS ,{.� 1}'. - tt K t r `.i+ r t ��] 'f.} t- tt , _ r }, t rY J �1r �. \'i a r 'Tyv'ry t� �'i .��:J . ��-_ } b(.at{�tt2,'�j'!�/lr '�� ,� yt.+ - +f1 1} 14`Fa•�H r'{i /,-y+ ss +"><. f r . r i f YTi< fi a• •f � 1 ♦ r r� t - ? J' 3 \i � 1_ A 3 .` Y 3:. � � S. 5 � Lr .V n,y2e ya1t� i ;s AAA a •t., r`y .Zi �. jury �. r,rv.� � F 4'•: '7 / R -Y �'. r._. ` r t•-^ rts, �f:ti�',�, !. � > rC t 'Y Ji t'R N •t . s ZI t 1 " � r I �� 3t i ��• .�: 1 t r ) �1/� s tt / A,�• :y ��1,�=+ �,,,_�,�r�'i'Aa ] tr,. \ ♦' Lry � -r: .r t � 3 � � lr D .; , f-'� "i C is L ' .ii-•,•.'�\� -i .; >3x ; E tilt ♦ _ f y^ ti�.1 -:� t -L 7 -b{ \.- ''R�;Lc� ' rator : William Jackson (#Coumty: Duplin Date: 06/25/88 0istance to nearest residence (other than owner) : 4000. 0 feet 1 . STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) x 1417 lbs. = 0 lbs O sows (farrow to feeder) x 522 lbs. = 0 lbs 3600 head (finishing only) x 135 lbs. = 486000 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) = 486000 1bs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 486000 lbs. SSLW x Treatment Volume (CF) /lb. SSLW Treatment Volume (CF) /lb. SSLW= 1 OF/lb . SSLW Volume = 486000 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0. 0 cubic feet 4. TOTAL DESIGN VOLUME Inside top length 320. 0 feet ; Inside top width 230. 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 38. 0 feet Seasonal high water table elevation 44. 0 feet Total design volume using prismoidal formula 8S/END1 SS/END2 SS/SIDE! GS/SIDE2 LENGTH WIDTH DEPTH 2. 5 2. 5 2. 5 2. 5 315.0 225. 0 13. 0 AREA OF TOP LENGTH * WIDTH = 315. 0 225. 0 70875. 0 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 250. 0 160. 0 40800. 0 (AREA OF BOTTOM) AREA OF MIDSECTION � LENGTH * WIDTH * 4 282. 5 192. 5 21752510 (AREA OF MIDSECTION * 4) \ / CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA 8OTTOM3 * DEPTH/6 ' 70875. 0 217525. 0 40000. V 2. ! VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL-: 711533 CU. FT. � TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 320. 0 230. 0 73600. 0 square feet Buildings (roof and lot water ) Length * Width = 0. 0 0. 0 0. 0 square feet TOTAL DA 73600. 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 = 486000 Lbs. SSLW * CF of Waste/Lb . /Day * 180 days Volume = 118684 cubic feet ' Volume of wash water ' This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculatc the lagoon water are accounted for in 5A. Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons per CF Volume = 0. 0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7. 0 inches Volume = 7. 0 in * DA / 12 inches per foot Volume = 42933. 3 cubic feet ' - ` . . � .�� Volume of 25 year - 24 hour storm Volume = 7. 5 inches / 12 inches per foot * DA Volume = 46000. 0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 118684 cubic feet 5B. 0 cubic feet 5C. 42933 cubic feet 5D. 46000 cubic feet TOTAL 207617 cubic feet 6. SUMMARY Total required volume 693617 cubic feet Total design volume avail . 711533 cubic feet Min' req. treatment volume plus sludge accumulation 486000 cubic o* . At elev. 46. 0 feet ; Volume is 389867 cubic feet (end pumping) Total design volume less 25yr-24hr storm is 665533 cubic feet At eiev. 50. 3 feet ; Volume is 662579 cubic feet (start pumping) Seasonal high water table elevation 44. 0 feet 7. DESIGNED BY: APPROVED BY: DATE: DAlE: � \ \ ~"~ � NOTE: SEE ATTACHED WASTE UTILIZATION PLAN - ` � . ' ' OPERATION AND MAINTENANCE PLAN -------------------------------- This lagoon is designed for waste treatment with minimum odor- control . The time required for the planned fluid level to be reached may vary due to soil conditions,flushing operations , and the amount of fresh water added to the system. Land application of waste water is recognized as an acceptable method of disposal . Methods of application include solid set , center pivot , guns, and traveling gun irrigation. Care should be taken when applying waste to prevent runoff from the field or damage to crops. The following items are to be carried out: 1 . It is strongly recommended that the treatment lagoon be pre- charged to 1 /2 its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. ' 2. The attached waste utilization plan shall be followed. This / plan recommends sampling and testing of waste (see Attachment B) before land application. 3. Begin pump-out of the lagoon when fluid level reaches eleva- tinn 50. 3 as marked by permanent markers. Stop pump-out when / the fluid level reaches elevation 46. 0 or before fluid depth is Jess than 6 feet deep (this prevents the loss of favorable bacteria) . 4. The recommended maximum amount to apply per irrigation is one ( 1 ) inch and the recommended maximum application rate is 0. 4 inch per hour. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. S. 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. i U. S. Department of Agr. alture NC-ENG-34 Soil Conservation Service September 1980 File Code: 210 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner are -5'a�kso County �D�, /� •, _ Community or Group No. —1 2. Conservation Plan No. Estimated Depth of Water to Top of Dames! 0, Ft. Length of Flood Pool Ft. Date of Field Hazard Investigation Evaluation by :reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. Est._ E ev. st. L evation Kind of :Improvements: . of Breach Reach: Length: Width: Slope: Land Use : Improvements Above :Floodwater Above _ : Flood Plain: Flood Plain Ft. . Ft. % Ft. Ft. 2 . 3 Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach Hazard Classification of Dam ((q, b, c) (see NEM-Part 520.21) Dam Classification III, IV, V) By Q /W. � - _ L Date (KAme) title Concurred By Date name title NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. i - _ : - • 7y-- -7- t r:.: ...... .. .: ..� :.. .. I -'_..:..;...:_:._....'.'... _I !. . i .j � L'�-I' -t - - T•i...�.a_'_•t_ - ..a,.(..L..1- - ._J_�_.i._ 1_i�-:-. _ �L'�-�`-..._..- - 1 I _ , I I i t � I L : � I...I. I. : ., J.: t.; . I .i I ; e- - - _J..I .4. l_...I-L.1.-l-.i_._�.1-_ - _h... _ _ -i.. _ _l .. -.i_i. _ • - �-.{., ..,._.RAO i .1 I i : 1 , ; .i :...'� �f ��• � _,. I ..... .....Y_ .. I I. � � i i : ,- I -i t-�i t .1 1 ..�..� .I_1._{._}� .;�._L._' 1_ _ I i t 1 _l i �.I .i .1 i I I P. Ij L f i- I .......:.,._•_:. ... :._. .. : L. � ,..:., .: i- 1 _ _ .. I i. fil �{-.•.I_L i I I ... • � s. :._I __, .. .; .: .. : I .- .i .�_ _.i.. .i i._ 1. _. ..i. ..i.. _ _ , _ ,.1'._ _ _ ..� t._..: 1__Ll.�..__ _L.y_I i I �I y i 1 4 1- f I '—i I l : . i i I, � / P .l �i. iv DuTc� �.JpI I , ; : I 1 s : • : : _i. _ _.F.�_I _.)_1.�._� _ _r_♦ r' 1 a� i : , I t , I : : P : 1 : L• I i , ! I i. i : .. 1 I , i , i I 1 I I I_ I a � I f t I I a. : • f t r - , I i YofAGLL;" , -f... ;. ; 2T �d s .. . ,., -'- � - - ` ' — -'--�'s�_.aPAr'cx �00{_.N olr•�- . :o�� i 1 i I ' 1 I 1 ' jV I I t I i { r I : • I I I , : I l i i t : II. : , to CFO I i j ! I I I.. , , : : i i 1I i f I � . ... _ r.. . . .. :..- - - — I + : tI I. , .. I7 : : I o I I I 1+2 I I I , : Y : D 1 I i Y I -I _ r- ! : r •}. I i f � : I l' a- i , I - DESIGN SUMMARY 1` NAME: DEXTER JACKSON COUNTY DUPLIN TYPE OPERATION: 3675 FEED-FINISH TOTAL REQUIRED VOLUME 1069245 CU FT TOTAL DESIGN VOLUME AVAILABLE 1085833 CU FT ESTIMATED: VOLUME OF LAGOON EXCAVATION 25046 CU YDS VOLUME OF LAGOON EXCAVATION O CU YDS FOR LINER -------- TOTAL EXCAVATION 25046 CU YDS VOLUME OF PAD FILL 9429 CU YDS VOLUME OF DAM 8786 CU YDS TOTAL FILL 18215 CU YDS CUT-FILL RATIO 1.38 : 1 * WHERE SM MATERIAL IS ENCOUNTERED OVEREXCAVATE 1.6 FEET AND BACKFILL WITH COMPACTED SC MATERIAL. TOP OF DAM ELEVATION 59. 5 CREST ESW ELEVATION 58.3 START PUMPING ELEVATION 57.0 STOP PUMPING ELEVATION 54.3 BOTTOM ELEVATION 47. 5 BEGIN PAD ELEVATION 59.0 END PAD ELEVATION 59.4 7 LAGOON DESIGN �- JP%-rator:DEXTER JACKSON County: DUPLIN Date: 01/27/97 .1,as the site evaluation been completed & approved: YES AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 3675 head (finishing only) x 135 lbs. = 496125 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs. Describe other 0 lbs Total Average Live Weight = 496125 lbs MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 496125 cubic ft (includes 0 cu. ft. add. treat. vol. ) STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 124950.0 cubic feet TOTAL DESIGNED VOLUME Inside top length (feet)--------------------- 580.0 Inside top width (feet)---------------------- 225.0 Top of dike elevation (feet)----------------- 59.50 Bottom of lagoon elevation (feet)------------ 47.50 Freeboard (feet)----------------------------- 1.00 Emergency spillway depth of flow(feet)------- 0.20 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 3.0 572.8 217.8 10.80 AREA OF TOP LENGTH * WIDTH = 572.8 217.8 124756 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 508.0 153.0 77724 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 540.4 185. 4 400761 (AREA OF MIDSECTION * 4) CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 124756 400761 77724 1.80 Total Designed Volume Available = 1085833 CU. FT. 8 TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) ( Length * Width ) + Surface area of connecting waste facility 580.0 225.0 0. 0 130500. 0 square feet Buildings (roof and lot water) or impervious area 0.0 square feet Describe this area. TOTAL DA 130500.0 square feet Design temporary storage period to be 180 days. 2A. Volume of waste produced Feces & urine production in gal ./day per 135 lb. ALW 1 .37 Volume = 496125 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days Volume = 906255 gals. or 121157. 1 cubic feet -mB. Volume of excess water Volume = 3326.2 gallons/day * 180 days storage/7 .48 gallons per CF Volume = 80041 . 5 cubic feet -C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days evaporation = 13.2 inches 180 days rainfall = 21.7 inches Volume = 21.7 in * DA / 12 in. per ft. = 235988 cubic feet runoff Volume = 13.2 in * lagoon DA/12 in./ft = 143441 cubic feet evap. Volume = 92546 cubic feet 9 E� APR 01 209 J.). Volume of 25 year 24 hour storm 7. 1 in- �p� Volume of "Heavy Rain" 7.1 in. ,�^ ®� �^^�� , Volume = 14.2 inches / 12 inches per foot * DA Volume = 154425 cubic feet '. Additional volume as follows: TOTAL REQUIRED TEMPORARY STORAGE 5A. 121157 cubic feet 5B. 80042 cubic feet 5G. 92546 cubic feet 5D. 154425 cubic feet 5E. 0 cubic feet TOTAL 448170 cubic feet SUMMARY Temporary storage period____________________> 180 days Rainfall during wettest period of storage===> 21.7 inches Evaporation during storage period=====______> 13.2 inches 25 year - 24 hour rainfall__________________> 7. 1 inches nn 3 ��•d ---------_> 7 1 znc es Heavy rain===--------------------- __ Freeboard___________________________________> 1.00 feet AC Side slopes_________________________________> 3.0 : 1 'ClInside top length___________________________> 580.0 feet l �'',��}c7 Inside top width____________________________> 225.0 feet1 Emergency spillway elevation(if planned)====> 58.30 feet �- Top of dike elevation_______________________> 59.50 feet Bottom of lagoon elevation__________________> 47.50 feet Top of sludge elevation_____________________> 49.05 feet Total required volume_______________________> 1069245 cu. ft. Actual design volume________________________> 1085833 cu. ft. Seasonal high watertable elevation (SHWT)===> 52.00 feet Stop pumping elev.=-----=-------------------> 54.30 feet ------------------------- Must be > or = to the SHWT elev.====______> 52.00 feet Must be > or = to min. req. treatment el.=> 53.50 feet Min. Required treatment volume______________> 496125 cu. ft. Volume at stop pumping elevation=====_______> 498709 cu. ft. Start pumping elev._________________________> 57.00 feet Must be at bottom of F.B. & 25 yr. rainfall & heavy rain Act. vol. less 25 yr. and heavy rainfall====> 931408 cu. ft. Volume at start pumping elevation=====______> 927632 cu. ft. Required volume to be pumped________________> 293745 cu. ft. Actual volume planned to be pumped=====_____> 303642 cu. ft. Min. thickness of soil liner when required==> 1. 6 feet 7. DESIGNED BY: A-A*,j ' 'APPROVED BY: 41. .2j �of97 ' DATE: DATE: 10 U. S. Department of Agriculture NC-ENG-34 Soil Conservation Service September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner hEx7'E2 5ACKSO4 County 1yAL+N C. . Community or Group No. — Conservation Plan No. Estimated Depth of Water to Top of Dam 12. Ft. Length of Flood Pool Z oc o Ft. Date of Field Hazard Investigation la y 9 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam. failure. Est. E ev. . st. evation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above : Flood Plain: Flood Pl.ain T Ft. Ft. % Ft. Ft. WobbLA M1 nrorvF N 1A 914 W0601.An1� 2 . SWAP►nP NONE . 3 ; 4.800 1000 Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach E1J aREAGH of THE S7Rdc7'u,aE w+Lt- Not cRvsE Jj16NiriCAW( *bAPAA6E To Arty 3naPRoverrt>:NT jLAGooN I5 y•cA'rrP APPKak . 2.06�g�7 FRom DRAlNA6E WA AnD 2.d0o FEEr To &o Mrnl :SWAMP Anb 4800 Mar Yo H MJ 117 Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) 43 Dam Classification (I , II, III, IV, V) V By C.CoLENN CLIFTDN !E-c,v. SPcC1r-i-,sT Date la i-7 9& name (title) Coh�urred By c,, Date -Z i-r name title NOTE: 1. Instructions on reverse side. 2.- Attach additional sheets as needed. 13 OPERATIC AND MAINTENANCE PLAN l l:" SHEET 1 OF 2 ------------------------------ This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 yr - 24 hr storm for the location and a heavy rain factor. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The heavy rain factor and 25 yr rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. The waste produced by the animals shall be utilized in accordance with an approved waste utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary storage (pumping volume) . Pumping shall be done as necessary to maintain the liquid level between these markers. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. 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. Before wastes are introduced, the waste treatment lagoon shall be charged to 1/2 its treatment volume to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial ' waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump-out of the lagoon when fluid level reaches the elevation 57.00 as marked by permanent marker. Stop pump- out when the fluid level reaches elevation 54.30 . This temporary storage less 25 yr and heavy rain contains 303642 cubic feet or 2271242 gallons. 14 ~ C SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation and recommended maximum application rate is shown in the waste utilization plan. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7 . Repair areas of the embankment that settle below the design settled height or areas where cracking, sloughing, or "jug" holes develop. 8. Repair waste inlet pipes that develop cracks or separate at the joints. 9. Remove undesirable vegetative growth and floating or lodged debris. 10. All surface runoff is to be diverted from the lagoon to stable outlets when not included as part of the design temporary storage . 11. After five years the waste treatment lagoon shall be checked for sludge accumulation annually. If sludge has encroached into the treatment volume, the sludge will be removed and applied at agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4 feet of depth free of sludge at all times. 12. In December 1992, the Environmental Management Commission (EMC) in North Carolina revised water quality regulations that address animal operations. These rules became effective on February 1, 1993 ( 15A NCAC 2H .0200) . This animal operation shall be operated within the requirements of these rules and regulations. 13. Pipes that are used for recycling effluent to use as flush water and irrigation intakes must be placed 18 inches below the surface and as far from the inlet discharge pipes as possible in order to provide a cleaner effluent for flushing and to reduce odors when irrigating on land. When these pipes are placed through the embankment, they should be installed no more than two feet below top of embankment and not in the highest section of fill. The pipe trench shall be compacted with clayey material or other material as approved by an engineer. 15 Cal SHEET 1 OF 3 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: ----------------------- The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: ----------------------------------- The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction equipment shall travel in a direction parallel to the main axis of the fill. Clayey soils shall be compacted with a "sheepsfoot" or tamping roller. Compaction of the fill material shall be in accord- ance with the specified requirements for compaction and moisture. For the embankment, use the more impervious materials from the required 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 .6 ft. ------ ------------------------------------------------- NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS 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 NRCS approved material ( ie - CL,SC,CH) . REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. 16 r SHEET 2 OF 3 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 moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum 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 unless otherwise specified. 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. For most clay soils, a tamping or sheepsfoot roller is the preferable type of compaction equipment. 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. 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 materials. 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 specified, the contractor shall construct an observation trench along the entire length of the embankment to a minimum of five feet in depth. The trench shall have a bottom width adequate to accomodate the equipment used for excavation, backfill, and compaction operations 17 f SHEET 3 OF 3 and the side slopes shall be 1: 1 or flatter. When tile drains are encountered, the tile shall be removed to a minimum of 15 feet beyond the downstream embankment toe as measured perpendicular to the embankment. If a tile line exists above the embankment it shall be rerouted around the lagoon in an approved location. Backfilling and compaction in the trench shall be in accordance with the EXCAVATION AND EARTHFILL PLACEMENT requirements. BOTTOM AND EDGES --------------- The bottom of all lagoons shall be approximately level. The side slopes shall be uniform from top to bottom. Scarify the bottom and side slopes of the lagoon a minimum depth of six inches and compact with a "sheepsfoot" or tamping roller to decrease the permeability of the finished bottom and side slopes. QUALITY ASSURANCE ----------------- During construction of the earth embankment, a qualified inspector as designated by the designer must be on site during construction as necessary to verify proper construction. Testing will be required as deemed necessary by the inspector and/or designer. During construction of a clay liner, a qualified construction inspector as designated by the designer must be on site during con- struction as necessary to verify the liner is installed in accordance with NRCS South National Technical Center (SNTC) Technical Note 716 (Revised September 1993) . In the absence of supervision of construction by a qualified inspector, the liner must be tested to verify a maximum hydraulic conductivity of 0.000001.25 cm/sec. When testing is required, the owner will be responsible for furnish- ing test results and certification that the construction meets the design requirements. Any tests and certification should be performed by a certified laboratory. 18 -- �•~-; �' e'o T � .1'}�o.o+ . ... .j .i•�o•O. I �t3-i•o o, - -- .Sh•r�o':o --- - .1_..5.�c. -t--i ---6;+fo a� T ' --- i 5�.5 s9•5 4.0 59.4- t,o S. PVMp STOP puMr BoT.47. • ' T 1 i r L : i i i j • 'SEG'frorj• do 21 f )G.A 1 G 1„JAC' DOPLIN Co, TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM r Top Width 12-1 Settled Top Elevation Confinement Bldg. 59.0 Pipe Invert Elevation I,SS 3 1 SS 3 1 SS 3 Pit I Treatment Lagoon I Pipe (Needs to be adequately Depth 9.5 supported) Bottom Elevation 47.5 J� f f � NOTE : FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE. RIP-RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER DF—XTMR �fOCk�oN Co. 59.5 Freeboard (1.0 fool minimum) 1/ r u n Depth of 25—year, 24—hour storm event on logoon surface — 81 ° Crest of spillway or aHeavy Rainfall" Factor — As a minimum must be equal to or greater than the other outflow device ' �7�_ depth of 25—year, 24—hour storm on the lagoon surface / (where permissible) oa T Depth of normal precipitation less avaporotion on lha lagoon surface —_' S7 O Maximum elevation a accumulated during the treatment period for pump Of,l Maximum operating level Volume o manure, wastewater, and excess water accumulated Maximum drowdown — 54. durin the treatmen eriod WSV -Z g; /�`f' Pump OFF Minimum treatment volume (MTV) 6 fool minimum 4 foot minimum _I Volume of accumulated sludge for period between sludge removal events (SV)— �f Not*: the minimum treatment volume for an j/ anaerobic waste treatment lagoon is If an emergency spillway is used. the design depth based on vololte solids. of flow must be added to Ilia fraeboord. FIGURE A - TYPICAL ANAEROBIC LAGOON CROSS SECTION ;a In z --- —- — -- -- — — -- — n n ;a �a to Z 1 U. S. DEPAAT14ENT Of AGRICULTURE NC-ENG-40 Soil Camervatim Service `, Rev. 7/91 PLAN OF EXCAVATED WASTE STORAGE PIT NAME: �E�TER �Ac1�SoN - Date:_.2�&197 county: DU PL 1 fJ Address: FAisom Al G LENGTH 584- dl OE BLOP£•3 n 1 / i� W AVE. TOP ELEV. --Y10 SECTION -- / 47.5 / AVE. 80TT U ELEV. / / r / ENGTH • L (S" batik for volur ealaulatiom) Use of facility: AnimAL_ WASTE 7'i2sA MENT GAGeGN Capacity: s-3 12 P 3/ — G lons ♦0858 33 Ft3 Soil Type: 0r_ _ _ Bench Mark Description li. !w lGHTPoLE L6eAT-eQ 96 F it NpR,r/I FAST 4 FA S7AY',P G k o o ELE• ATi o.4 50.v JIM-O ARy Bottom Elev. 47.5 Normal Liquid Level Elev. 57.o 2"=wm0 Pw ryl■wlrok lmmmm*. 44smy R A 1 N FALL (+) . .65 Ft. Maximum Liquid Level Elev. 25 yr. Storm Storage (+) _ _-,65 _Ft• Crest ESW Elev. 58.3 Max.Flow. Depth (+) .2 Ft. Freeboard (+) ho Ft. 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Skvarla, III Govemor Secretary October 1,2014 APR 0,12019 William L Jackson Dexter Jackson Farm 122 Cox Pond Rd Mount Olive,NC 28365 Subject: Certificate of Coverage No. AWS310022 Dexter Jackson Farm Swine Waste Collection,Treatment, Storage and Application System Duplin County Dear William L Jackson: In accordance with your request for permit renewal and Change of Ownership, we are hereby forwarding to you this Certificate of Coverage (COC) issued to William L Jackson, authorizing the operation of the subject animal waste management system in accordance with General PennitWWWWOW19. This approval shall consist of the operation of this system including,but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan(CAWMP) for Dexter Jackson Farm, located in Duplin County, with a swine animal capacity of no greater than the following annual averages: Wean to Finish: Feeder to Finish: 14700 Boar/Stud: 'Wean to Feeder: Farrow to Wean: Gilts: ' Farrow to Finish: Farrow to Feeder: Other: If this is a Farrow to Wean or Farrow to Feeder operation,there may be one boar for each 15 sows.Where boars are unnecessary,they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows. This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void Certificate of Coverage Number AWS310022 that was previously issued to this facility. Pursuant t6 this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit,the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above)will require a modification to the CAWM P and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please read this COC and the enclosed State General Permit carefully. Please pgy careful attention to the record k=ing and monitoring conditions in this permit. Record keeping forms are unchanged with this General Permit. Please continue to use the same record keeper forms. 1636 Mail Service Center,Raleigh,North Carolina 27699-1636 Phone:919-807-6464 1 Internet: http:llww.w.ncdenr.aov/ An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you will need to have a new WUP developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon, storage pond,or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC,the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C.including civil penalties,criminal penalties,and injunctive relief. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the Animal Feeding Operations Program for information on this process. Unless such a request is made within 30 days,this COC shall be final and binding. In accordance with Conditign U.22 of the General Permit, waste application shall cease within four (4) hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning, or a Flood Watch associated with a tropical system for the county in which the facility is located. You may find detailed watch/warning information for your county by calling the Newport/Morehead City,NC National Weather Service office at (252) 223-5737, or by visiting their website at: htt p://www.weather.,,ov/mhx/ This facility is located in a county covered by our Wilmington Regional Office.The Regional Office staff may be reached at 910-796-7215. If you need additional information concerning this COC or the General Permit,please contact the Animal Feeding Operations Program staff at(919) 807-6464. Sincerely, for Thomas A.Reeder Director,Division of Water Resources Enclosure(General Permit AWG100000) cc: (Certificate of Coverage only for all ccs) Wilmington Regional Office,Water Quality Regional Operations Section Duplin County Health Department Duplin County Soil and Water Conservation District WQROS Central Files(Permit No.AWS310022) AFO Notebooks Prestage Farms Inc Permit Number AWG100000 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES SWINE WASTE MANAGEMENT SYSTEM GENERAL PERMIT This General Permit is issued pursuant to North Carolina G.S. §143-215 et seq.,may apply to any swine facility in the State of North Carolina,and shall be effective from October 1,2014 until September 30,2019. All activities authorized herein shall be consistent with the terms and conditions of this General Permit. Holders of Certificates of Coverage (COC) under this General Permit shall comply with the following specified conditions and limitations. I. PERFORMANCE STANDARDS 1. Any discharge of waste that reaches surface waters or wetlands is prohibited except as otherwise provided in this General Permit and associated statutory and regulatory provisions. Waste shall not reach surface waters or wetlands by runoff, drift, manmade conveyance, direct application, direct discharge or through ditches, terraces, or grassed waterways not otherwise classified as state waters. The waste collection, treatment, storage and application system operated under this General Permit shall be effectively maintained and operated as a non-discharge system to prevent the discharge of pollutants to surface waters or wetlands. Application of waste to terraces and grassed waterways is acceptable as long as it is applied in accordance with Natural'Resources Conservation-Service (NRCS) Standards and does not result in a discharge of waste to surface waters or wetlands. Facilities must be designed, constructed, operated, and maintained to contain all waste plus the runoff from a 25-year, 24-hour rainfall event for the location of the facility. A facility that has a discharge of waste that results because of a storm event more severe than the 25 year, 24-hour storm will not be considered to be in violation of this General Permit if the facility is otherwise in compliance with its Certified Animal Waste Management Plan (CAWMP) and this General Permit. Any discharge or application of waste to a ditch that drains to surface waters or wetlands is prohibited except as follows: (a)discharges from the ditches are controlled by best management practices (BMPs) designed in accordance with NRCS standards; (b) the BMPs have been submitted to and approved by the Division of Water Resources (Division); (c) the BMPs were implemented as designed to prevent a discharge to surface waters or wetlands; (d)the waste was removed immediately from the ditch upon discovery; and (e) the event was documented and reported in accordance with Condition M.13. of this General Permit. Nothing in this exception shall excuse a discharge to surface waters or wetlands except as may result because of rainfall from a storm event more severe than the 25 year,24-hour storm. 2. This General Permit does not allow the Permittee to cause a violation of any of the water quality standards established pursuant to Title 15A, Subchapter 2B of the North Carolina Administrative Code and Title 15A, Subchapter 2L of the North Carolina Administrative Code. 1 March 7,2014 Permit Number AWGI00000 3. The facility's COC and its CAWMP are hereby incorporated by reference into this General Permit. The CAWMP must be consistent with all applicable laws, rules, ordinances, and standards (federal, state and local) in effect at the time of siting, design and certification of the facility. The Permittee must assess and record, on an ongoing basis, the effectiveness of the implementation of the CAWMP. The Permittee must make "major changes," "revisions," or "amendments" to the CAWMP, as defined in Section VII, "Definitions," of this General Permit, in order to address any changes needed to maintain compliance with the facility's COC and this General Permit. "Major changes," "revisions," and "amendments" to the CAWMP must be documented, dated, and included as part of the CAWMP. "Major changes " and "revisions"to the CAWMP shall be submitted to the appropriate Division Regional Office within thirty (30) calendar days of the "major change" or "revision" "Amendments" are not required to be submitted to the Division Regional Office unless specifically requested by the Division. If field, riser or pull numbers are changed, an explanation shall also be submitted and include a description.of how the new numbers relate to the old numbers. Any violation of the COC or the CAWMP shall be considered a violation of this General Permit and subject to enforcement actions.A violation of this General Permit may result in the Permittee having to take immediate or long-term corrective action(s) as required by the Division. These actions may include but are not limited to. modifying the CAWMP; ceasing land application of waste;removing animals from the facility;or the COC being reopened and modified,revoked and reissued,and/or terminated. 4. Any proposed increase or modification to the annual average design capacity from that authorized by the COC will require a modification to the CAWMP and the COC prior to modification of the facility.All new and expanding operations must demonstrate that waste management system will satisfy the requirements of G.S. §143-215.10.1. No collection,treatment or storage facilities may be constructed in a 100-year flood plain. 5. Facilities located in watersheds sensitive to nutrient enrichment may be notified by the Division to conduct an evaluation.of the facility and its CAWMP to determine the facility's ability to comply with the NRCS nutrient management standard as it relates to phosphorous. This evaluation will not be required until such time as the permittee is notified by the Division. The evaluation must be documented on forms supplied by or approved by the Division and must be submitted to the Division. This evaluation must be completed by existing facilities within twelve (12)months of receiving notification from the Division. For facilities located in watersheds sensitive to nutrient enrichment, all fields with a "HIGH" phosphorous-loss assessment rating shall have land application rates that do not exceed the established crop removal rate for phosphorous. There shall be no waste application on fields with a"VERY HIGH"phosphorous-loss assessment rating. 6. If prior approval is received from the Director of the Division(Director),facilities that have been issued a COC to operate under this General Permit may add treatment units for the purpose of removing pollutants before the waste is discharged into the lagoons/storage ponds. Prior to any approval,the Permittee must demonstrate to the satisfaction of the Director that the new treatment unit will not interfere with the operation of the existing treatment system and that a process is in place to properly manage and track the pollutants removed. 2 March 7,2014 Permit Number AWG100000 7. If prior approval is received from the Director, facilities that have been issued-a COC to operate under this General Permit may add innovative treatment processes to the systems on a pilot basis in order to determine if the innovative treatment process will.improve.how'the waste is treated and/or managed. Prior to any approval,the Permittee must demonstrate to the satisfaction of the Director that the innovative treatment process will not interfere with the operation of the existing treatment system and that a process is in place to properly manage and track the pollutants removed. 8. Animal waste shall not be applied within 100 feet of any well with the exception of monitoring wells. The allowable distance to monitoring wells shall be established on a case-by-case basis by the Division. 9. Existing swine dry lots may remain in wetlands as long as the wetlands uses are not removed or degraded as a result of the swine. The swine however may not be confined within 100 feet of an adjacent surface water or a seasonally-flooded area. The swine also must not cause a loss of more than '10% of the existing tree canopy. Where trees do not exist, the area must be managed to include crop rotation. II OPERATION AND AL40TMANCE REQUIREMENTS 1. The collection, treatment, and storage facilities, and the land application equipment and fields shall be properly operated and maintained at all times. 2. A vegetative cover shall be maintained as specified in the facility's CAWMP on all land application fields and buffers in accordance with the CA%W. No waste shall be applied upon areas not included in the CAWMP or upon areas where the crop is insufficient for nutrient utilization. However, if the CAWMP allows, then waste may be applied up to thirty (30) days prior to planting or breaking dormancy. 3. Soil pH on all land application fields must be maintained in the optimum range for crop production. 4. Land application rates shall be in accordance with the CAWMP.In no case shall land application rates exceed the agronomic rate of the nutrient of concern for the receiving crop. 5. In no case shall land application rates result in excessive ponding or any runoff during any given application event. 6. Animal waste shall not be directly applied onto crops for direct human consumption that do not undergo further processing(e.g., strawberries, melons, lettuce, cabbage, apples, etc.) at any time during the growing season, or in the case of fruit bearing trees, following breaking dormancy. Application of animal wastes shall not occur within thirty(30)days of the harvesting of fiber and food crops for direct human consumption that undergoes further processing. 7. If manure or sludges are applied on conventionally tilled bare soil,the waste shall be incorporated into the soil within two(2)days after application on the land, or prior to the next rainfall event, whichever occurs first. This requirement does not apply to no-till fields, pastures, or fields where crops are actively growing. 8. No material other than animal wastes of the type generated on this facility shall be disposed of in the animal waste collection, treatment, storage, or application systems. This includes but is not limited to pesticides,toxic chemicals and petroleum products. 3 March 7, 2014 Permit Number AWG100000 9. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be discharged into the animal waste collection,treatment, storage, and application system. Washdown of stock trailers owned by and used to transport animals to and from the facility only,will be permissible as long as the system has been evaluated and approved to accommodate the additional volume. Only those cleaning agents and soaps that are EPA approved according to their label, will not harm the cover crop, and will not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in facilities covered by this General Permit. Instruction labels are to be followed when using cleaning agents and soaps. 10. Disposal of dead animals resulting from normal mortality rates associated with the facility shall be done in accordance with the facility's CAWMP and the North Carolina Department of Agriculture and Consumer Services(NCDA&CS)Veterinary Division's Statutes and regulations. Disposal of dead animals whose numbers exceed normal mortality rates associated with the facility shall also be done in accordance with the facility's CAWMP and NCDA&CS Veterinary Division's Statutes and regulations provided that: 1) burial of such animals shall be done in consultation with the State Veterinarian of the NCDA&CS Veterinary Division's Statutes and in compliance with NCDA&CS regulations; 2) all such burial sites must be mapped, and the dates and numbers of the animals buried by species and type must be recorded; and 3) the map is submitted within fifteen (15) calendar days of burial to the Water Quality Regional Operations Section located within the appropriate Regional Office. In the event of a state of emergency declared by the Governor, disposal of dead animals shall be done in accordance with requirements and guidelines dictated by the State Veterinarian according G.S. §106-402.1.The Division may require groundwater monitoring when there is massive burial of animals. All burial sites of such animals must be mapped, and the dates and numbers of the animals buried by species and type must be recorded. 11. Unless accounted for in temporary storage volume, all uncontaminated runoff from the surrounding property and buildings shall be diverted away from the waste lagoons/storage ponds to prevent any unnecessary addition to the liquid volume in the structures. 12. A protective vegetative cover shall be established and maintained on all earthen lagoon/storage pond embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs, and diversions to surface waters or wetlands. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the lagoon/storage pond embankments. All trees shall be removed in accordance with good engineering practices. Lagoon/storage pond areas shall be accessible,and vegetation shall be kept mowed. 13. At the time of sludge removal from a lagoon/storage pond, the sludge must be managed in accordance with the CAWMP. When removal of sludge from the lagoon is necessary, provisions must be taken to prevent damage to the lagoon dikes and liner. 14. Lagoons/storage ponds shall be kept free of foreign debris including, but not limited to, tires, bottles,Iight bulbs,gloves, syringes or any other solid waste. 15. The facility must have at least'one of the following items at all times: (a) adequate animal waste application and handling equipment, (b) a lease, or other written agreement, for the use of the necessary equipment, or(c)a contract with a third party applicator capable of providing adequate waste application. 4 March 7,2014 Permit Number AWG100000 16. The Permittee shall designate a certified animal waste management system operator with a valid certification to be in charge of the animal waste management system. The waste management system shall be operated by the Operator in Charge (OIC) or a person under the OIC's supervision. 17. In accordance with 15A NCAC 8F .0203(b)(2),the OIC or a designated back-up OIC of a Type A Animal Waste Management System shall inspect, or a person under the supervision of an OIC or designated back-up OIC shall inspect,the land application site as often as necessary to insure that the animal waste is land applied in'accordance with the CAWMP. In no case shall the time between inspections be more than 120 minutes during the application of waste. A record of each inspection shall be recorded on forms supplied by, or approved by,the Division and shall include the date,time, sprayfield number and name of the operator for each inspection. Inspection shall include but not be limited to visual observation of application equipment, spray fields,subsurface drain outlets,ditches,and drainage ways for any discharge of waste. The Permittee may assert as an affirmative defense in any enforcement action alleging noncompliance with the requirements imposed in this condition that such noncompliance was due to circumstances beyond the Permittee's control. A notation shall be made on the form indicating the inspection affected by such circumstance and an explanation setting forth the circumstances claimed to have been beyond the Permittee's control shall be submitted with the form. 18. The Director may require any permittee to install and operate flow meters with flow totalizers based on the facility's violations and/or incomplete or incorrect record keeping events. 19. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist to reach surface waters or wetlands or cross property lines or field boundaries. 20. The Permittee shall maintain buffer strips or other equivalent practices as specified in the facility's CAWMP near feedlots,manure storage areas and land application areas. 21. Waste shall not be applied on land that is flooded,saturated with water,frozen or snow covered at the time of land application. 22. Land application of waste is prohibited during precipitation events. The Permittee shall consider pending weather conditions in making the decision to land apply waste and shall document the weather conditions at the time of land application on forms supplied by or approved by the Division. Land application of waste shall cease within four(4) hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning,or a Flood Watch associated with a tropical system including a hurricane, tropical storm, or tropical depression for the county in which the permitted facility is located. Watches and warnings are posted on the National Weather Service's website located at:www.weather. ov. More detailed website information can be found on Page 2 of the Certificate of Coverage. Watch and warning information can also be obtained by calling the local National Weather Service Office that serves the respective county, which can be found on Page 2 of the Certificate of Coverage. The Director may require any permittee to install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This decision will be based on the facility's compliance history for irrigation events. 23. Land application activities shall cease on any application site that exceeds a Mehlich 3 Soil Test Index for Copper of greater than 3,000 (108 pounds per acre) or Zinc of greater than 3,000 (213 pounds per acre). 5 March 7,2014 Permit Number AWG100000 24. All waste application equipment must be tested and calibrated at least once every two years. The results must be documented on forms provided by,or approved by,the Division. 25. Any major structural repairs to lagoons/storage ponds must have written documentation from a technical specialist certifying proper design and installation. However, if a piece of equipment is being replaced with a piece of equipment of the identical specifications, no technical specialist approval is necessary [i.e. piping, reels, valves, pumps (if the gallons per minute(gpm) capacity is not being increased or decreased), etc.] unless the replacement involves disturbing the lagoon/storage pond embankment or liner. 26. Crops for which animal waste is land applied must be removed from the land application site and properly managed and utilized unless other management practices are approved in the CAWMP. 27. In accordance with NRCS North Carolina Conservation Practice Standard No. 359 "Waste Treatment Lagoon", an operator may temporarily lower lagoon levels to provide irrigation water during drought periods and to provide additional temporary storage for excessive rainfall during the hurricane season and in preparation for the following whiter-months. All conditions of NRCS NC Standard No.359 must be satisfied prior to lowering lagoon levels below designed stop pump levels. III. MONITORING AND REPORTING RE UIREMENTS 1. An inspection of the waste collection, treatment, and storage structures, and runoff control measures shall be conducted and documented at a frequency to insure proper operation but at least monthly and after all storm events of greater than one (1) inch in 24 hours. For example, lagoons/storage ponds, and other structures should be inspected for evidence of erosion, leakage, damage by animals or discharge. Inspection shall also include visual observation of subsurface drain outlets,ditches,and drainage ways for any discharge of waste. 2. Monitoring and Recording Freeboard Levels a. Highly visible waste-level gauges shall be maintained to mark the level of waste in each lagoon/storage pond that does not gravity feed through a free flowing transfer pipe into a subsequent structure. The gauge shall have readily visible permanent markings. The waste level in each lagoon with a waste level gauge shall be monitored and recorded weekly on forms supplied by or approved by the Division. The Director may require more frequent monitoring and recording of waste levels based on the facility's compliance history for freeboard violations. b. Any facility which experiences freeboard violations in any two consecutive years following the issuance of this General Permit, or as determined necessary by the Director, shall monitor and record waste levels as follows: 6 March 7,2014 Permit Number AWG100000 In addition to the facility's existing lagoon waste-level gauges, automated lagoon/storage pond waste-level monitors and recorders(monitored and recorded at least hourly) must be installed-on all treatment and storage structures covered by a COG issued under this General Permit to measure and record freeboard. This equipment must be properly maintained and calibrated in a manner consistent with manufacturer's operation and maintenance recommendations. This automated equipment must be in place no later than ninety(90)days following notification from the Director. The Director may determine that installation of automated waste level monitors is not required if the Permittee can demonstrate that preventative measures were taken to avoid the violations and that the violations resulted from conditions beyond the Permittee's control. If an automated level monitor(s)becomes inoperable,the Permittee shall: i. report the problem by telephone to the appropriate Division Regional Office as soon as possible, but in no case more than 24 hours following first knowledge of the problem; and, I make any needed repairs to the equipment as quickly as possible, and take and record daily waste levels at the same time every day until such time as the automated equipment is placed back into operation. C. The Director may require new or modified waste-level gauges at any facility if it is determined that the existing gauges are not adequate to accurately indicate actual lagoon levels,or the various lagoon levels required to be maintained by this General Permit or the facility's CAWMP. 3. Monitoring and Recording Precipitation Events a. Precipitation events at facilities issued a COC to operate under this General Permit shall be monitored and recorded as follows: A rain gauge must be installed at'a site that is representative of the weather conditions at the farm's land application site(s) to measure all precipitation events. The precipitation type and amount must be recorded daily for all precipitation events and maintained on site for review by the Department of Environment and Natural Resources (Department).Daily records do not need to be maintained for those days withovt precipitation events. b. The Director may require that an automated rain gauge and recorder must be installed on site to measure and record all precipitation events. This equipment must be properly maintained and calibrated in a manner consistent with manufacturer's operation and maintenance recommendations. This automated equipment must be in place no later than ninety(90)days following receipt of notice from the Director. If an automated rain gauge(s)becomes inoperable,the Permittee shall: i. report the problem by telephone to the appropriate Division Regional Office as soon as possible, but in no case more than twenty four (24) hours following first knowledge of the problem;and, I make any needed repairs to the equipment as quickly as possible, and take and record all rainfall events until such time as the automated equipment is placed back into operation. 7 March 7, 2014 Permit Number AWG100000 4. A representative Standard Soil Fertility Analysis, including pH, phosphorus, copper, and zinc, shall be conducted on each application field receiving animal waste in accordance with G.S. § 143-215.1 OC(e)(6). As of the effective date of this General Permit, the Statute requires that the analysis be conducted at least once every three years. 5. An analysis of a representative sample of the animal waste to be applied shall be conducted in accordance with recommended laboratory sampling procedures as close to the time of application as practical and at least within sixty(60) days (before or after)of the date of application. Every reasonable effort shall be made to have the waste analyzed prior to the date of application and as close to the time of waste application as possible. This analysis shall include the following parameters: Nitrogen Zinc Phosphorus Copper 6. The Permittee shall record all irrigation and land application event(s)including hydraulic loading rates, nutrient loading rates and cropping information.The Permittee shall also record removal of solids and document nutrient loading rates if disposed of on-site,or record the off-site location(s). These records must be on forms supplied by,or approved by,the Division. 7. A record shall be created and maintained of all transfers of waste between waste structures on the same site not typically operated in series. Such record shall include at least the identity of the structure from which the waste was transferred,the identity of the structure receiving the waste, the date and time of transfer and the total volume of waste transferred. 8. The Permittee must maintain monthly stocking records for the facility and make the records available to the Department. 9. If, for any reason, there is a discharge from the waste collection, treatment, storage and application systems (including the land application sites), to surface waters or wetlands, the Permittee is required to make notification in accordance with Condition 111. 13. The discharge notification shall include the following information: a. Description of the discharge: A description of the discharge including an estimate of the volume discharged, a description of the flow path to the receiving surface waters or wetlands and a site sketch showing the path of the waste. b. Time of the discharge: The length of time of the discharge, including the exact dates and times that it started and stopped, and if not stopped, the anticipated time the discharge is expected to continue. C. Cause of the discharge: A detailed statement of the cause of the discharge. If caused by a precipitation event, detailed information from the on-site rain gauge concerning the inches and duration of the precipitation event. d. All steps being taken to reduce, stop and cleanup the discharge. All steps to be taken to prevent future discharges from the same cause. C. Analysis of the waste:A copy of the last waste analysis conducted as required by Condition III.5. above. f. A waste sample, obtained within seventy-two (72) hours following first knowledge of the discharge to surface waters or wetlands, from the source lagoontstorage pond, shall be analyzed for the following minimum parameters: March 7, 2014 8 Permit Number AWG100000 e. Failure'to maintain storage capacity in a lagoon/storage pond greater than or equal to that required in Condition V.2.of this General Permit. f. Failure to maintain waste level in a lagoon/storage pond below that of the designed structural freeboard (twelve (12) inches from top of dam or as specified in lagoon/storage pond design). Note that this notification is in addition to the report required by Condition HI.13.e above. g. An application of waste either in excess of the limits set out in the CAWMP or where -runoff enters ditches,surface waters,or wetlands. h. Any discharge to ditches, surface waters, or wetlands or any discharge that poses a serious threat to the environment or human health or safety. For any emergency, which requires immediate reporting.after normal business hours, contact must be made with the Division of Emergency Management at 1-800-858-0368. The Permittee shall also file a written report to the appropriate Division Regional Office within five(5)calendar days following first knowledge of the occurrence. This report shall outline the actions taken or proposed to be taken to correct the problem and to ensure that the problem does not recur. In the event of storage capacity violations as described in Condition III.13.e, the written report shall outline the actions proposed to be taken to restore compliance within thirty (30) calendar days. The requirement to file a written report may not be waived by the Division Regional Office. In the event the waste level in a lagoon/storage pond is found to be within the designed structural freeboard, the Permittee shall file a written report to the appropriate Division Regional Office within.two (2) calendar days following first knowledge of the occurrence. This report shall outline actions taken or proposed to be taken to reduce waste levels below the designed structural freeboard within five (5) calendar days of first knowledge of the occurrence. 14. The Director may require any permittee to file an annual certification report or other reports/certifications based on the compliance history of the facility. If required,the report must be filed on forms provided by the Division. 15. In the event of a discharge of 1,000 gallons or more of animal waste to surface waters or wetlands, the Permittee must issue a press release to all print and electronic news media that provide general coverage in the county in which the discharge occurred setting out the details of the discharge. The press release must be issued within forty-eight (48) hours after it is determined that the discharge has.reached the surface waters or wetlands. A copy of the press release and a list of the news media to which it was distributed must be kept for at least one (1) year after the discharge and must be distributed to any person upon request. 10 March 7,2014 Permit Number AWG100000 16. In the event of a discharge of 15,000 gallons or more of animal waste to surface waters or wetlands, a public notice is required in addition to the press release described in Condition M 15. The public notice must be placed in a newspaper having general circulation in the county in which the discharge occurred and the county immediately downstream within ten(10)days of the discharge. The notice shall be captioned "NOTICE OF DISCHARGE OF ANIMAL WASTE". The minimum content of the notice is the name of the facility, location of the discharge, estimated volume of waste entering state waters, time and date discharge occurred, duration of the discharge, identification water body that was discharged into including creek and river basin if applicable, actions taken to prevent further discharge, and a facility contact person and phone number. The owner or operator shall file a copy of the notice and proof of publication with the Department within thirty (30) days after the notice is published. Publication of a notice of discharge under this Condition is in addition to the requirement to issue a press release under Condition III.15. 17. If a discharge of 1,000,000 gallons or more of animal waste reaches surface waters or wetlands, the appropriate Division Regional Office must be contacted to determine in what additional counties, if any, a public notice must be published. A copy of all public notices and proof of publication must be sent to the Division within thirty(30)days after the notice is published. 18. All facilities, which-are issued a COC to operate under this General Permit, shall conduct a survey of the sludge accumulation in all lagoons every year. The survey report should be written on forms provided or approved by the Division and shall include a sketch showing the depth of sludge in the various locations within each lagoon. This survey frequency may be reduced if it can be demonstrated to the satisfaction of the Division that the rate of sludge accumulation does not warrant an'annual survey. If the sludge accumulation is such that the structure does not satisfy the criteria set by MRCS NC Conservation Practice Standard No. 359, a sludge removal or management plan must be submitted to the appropriate Division Regional Office within ninety (90) days of the determination. The plan shall describe removal and waste utilization procedures to be used. Compliance regarding sludge levels must be achieved within two(2)years of the determination. IV. INSPECTIONS AND ENTRY 1. The Permittee shall allow any authorized representative of the Department, upon the presentation of credentials and other documents as may be required by law and in accordance with reasonable and appropriate biosecurity measures,to: a. Enter the Permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this General Permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this General Permit; C. Inspect, at reasonable times any facilities, equipment (including monitoring and control equipment),practices,or operations regulated or required under this General Permit; and, d. Sample or monitor, at reasonable times, for the purpose of assuring permit compliance,any substances or parameters at any Iocation. 1 March 7, 2014 Permit Number AWG100000 V. GENERAL CONIDMONS 1. The issuance of a COC to operate under this General Permit shall not relieve the Permittee of the responsibility for compliance with all applicable surface water, wetlands, groundwater and air quality standards or for damages to surface waters, wetlands or groundwaters resulting from the animal operation. 2. The maximum waste level .in lagoons/storage ponds shall not exceed that specified in the facility's CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not exceed the level that provides adequate storage to contain the 25 year, 24-hour storm event plus an additional one (1) foot of structural freeboard except that there shall be no violation of this condition if: (a) there is a storm event more severe than a 25 year, 24-hour event, (b) the Permittee is in compliance with its CAWMP, and (c) there is at least one (1) foot of structural freeboard. In addition to the above requirements,for new and expanding farms with lagoon and storage pond designs completed after September 1, 1996, storage must also be provided for the heavy rainfall factor for the lagoons/storage pond. In case of lagoons/storage ponds in series that are gravity fed,the 25 year,24-hour storm event and/or the heavy rainfall factor storage requirement for the system may be designed into the lowest lagoon/storage pond in the system. However, adequate freeboard must be designed into the upper lagoons/storage ponds to allow sufficient storage to prevent the waste level from rising into the structural freeboard while the storm water is draining into the lowest structure in the system. 3. Any containment basin, such as a lagoon or a storage pond, used for waste management shall continue to be subject to the conditions and requirements of this General Permit until properly closed. When the containment basin is properly closed in accordance with the NRCS NC Conservation Practice Standard No. 360 "Closure of Waste Impoundments," February 2008 or any subsequent amendment,the containment basin shall not be subject to the requirements of this General Permit. The Permittee must submit a letter to the Division to request rescission of the COC by providing documentation of closure of all containment basins. Closure shall also include a minimum of 24 hours pre-notification of the Division and submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to the address identified on the form within fifteen(15)days of completion of closure. 4. This General Permit allows for the distribution of up to four(4)cubic yards of manure per visit to individuals for personal use. The maximum distribution of manure per. individual for personal use is ten(10)cubic yards per year. The Permittee must provide the recipient(s)with information on the nutrient content of the manure. Distribution of greater quantities must be to individuals or businesses permitted to distribute the waste, or to be land applied to sites identified in the Permitteds CAWMP. The Permittee must inform the recipient(s) of his/her responsibilities to properly manage the land application of manure. Record keeping for the distribution of manure up to four(4)cubic yards per visit or ten(10)cubic yards per year to individuals for personal use is not required. - 5. The annual permit fee shall be paid by the Permittee within thirty(30) days after being billed by the Division. Failure to pay the fee accordingly constitutes grounds for revocation of its COC to operate under this General Permit. 6. Failure of the Permittee to maintain, in full force and effect, lessee and landowner agreements, which are required in the CAWMP, shall constitute grounds for revocation of its COC to operate under this General Permit. 12 March 7, 2014 Permit Number AWG100000 7. A COC to operate under this General Permit is not transferable. In the event there is a desire for the facility to change ownership, or there is a name change of the Permittee, a Notification of Change of Ownership form must be submitted to the Division, including documentation from the parties involved and other supporting materials as may be appropriate. This request shall be submitted within sixty (60) days of change of ownership. The request will be considered on its merits and may or may not be approved. 8. A COC to operate under this General Permit is effective only with respect to the nature and volume of wastes described in the application and other supporting data. The Permittee shall notify the Division immediately of,any applicable information not provided in the permit application. Any proposed modification to an animal waste management system including the installation of lagoon covers shall require approval from the Division prior to construction. 9. If the Permittee wishes to continue an activity regulated by this General Permit after the expiration date of this General Permit, the Permittee must apply for and obtain a new COC. Renewal applications must be filed at least 180 calendar days prior to the expiration of the General Permit. 10. The issuance of a COC to operate under this General Permit does not prohibit the Division from reopening and modifying the General Permit or COC,revoking and reissuing the General Permit or COC,or terminating the General Permit or COC as allowed by the appropriate laws,rules,and regulations. 11. The Director may require any person, otherwise eligible for coverage under this General Permit, to apply for an individual permit by notifying that person that an application is required. 12. The Groundwater Compliance Boundary is established by 15A NCAC 2L.0102 and 15A NCAC 2T .0103. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to the requirements of 15A NCAC 2L and the Division in addition to the penalty provisions applicable under the North Carolina General Statutes. 13. Upon abandonment or depopulation for a period of four years or more,the Permittee must submit documentation to the Division demonstrating that all current MRCS standards are met prior to restocking of the facility. VI. PENALTIES 1. Failure to abide by the conditions and limitations contained in this General Permit; the facility's COC; the facility's CAMP; and/or applicable state law; may subject the Permittee to an enforcement action by the Division including but not limited to the modification of the animal waste management system,civil penalties,criminal penalties and injunctive relief. 2. The Permittee must comply with all conditions of this General Permit. Any permit noncompliance constitutes a violation of state law and is grounds for enforcement action; for permit coverage termination, revocation and reissuance, or modification; or denial of a permit coverage renewal application. 3. It shall not be a defense for a Permittee in an enforcement action to claim that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this General Permit. 13 March 7,2014 Permit Number AWG100000 VII. DEFINITIONS 25-year;-24-hour rainfall or storm event means the maximum 24-hour precipitation event with-a probable recurrence interval of once in 25 years,as defined by the National Weather Service in Technical Paper Number 40, "Rainfall Frequency Atlas of the United States," May 1961, and subsequent amendments,or equivalent regional or state rainfall probability information developed therefrom. Agronomic rates means the amount of animal waste and/or other nutrient sources to be applied to lands as outlined in NRCS NC Conservation Practice Standards No. 590 "Nutrient Management" or as recommended by the NCDA&CS and the North Carolina Cooperative Extension Service at the time of certification of the Animal Waste Management Plan by the appropriate certified technical specialist. Amendment to the CAWMP means a change and/or addition to a part(s)of the plan,and requires that the change and/or addition adhere to current applicable standards. The following are examples of amendments to the CAWMP: • In an existing CAWW, a change in crops and/or cropping pattern that utilizes 25% or less of the N generated is considered a plan amendment.Additional acreage needed to facilitate the change in crops and/or cropping pattern is permissible and considered part of the amendment. • The addition of winter crops and/or interseeded perennial crops are considered amendments to an existing CAWMP when the operation does not require additional acreage and/or crops for N utilization,and does not exceed the 25%criteria stated above. • When a CAWMP cannot meet N utilization requirements due to land lost to irrigation inefficiency (useable versus total acres), then the CAWMP may be amended to increase available acreage and/or change the crop for N utilization.This is the only exception to the 25%N criteria for plan revision. • Inclusions of emergency action plans, and insect, odor and mortality checklists are considered CAWMP amendments. • Including additional acreage for land application beyond what is required in the existing CAWMP is considered a plan amendment. Animal feeding operation means a lot or facility(other than an aquatic animal production facility)where the following conditions are met: (i) animals (other than aquatic animals) have been, are, or will be stabled or confined and fed or maintained for a total of forty five (45) days or more in any twelve {12) month period, and(ii) crops, vegetation, forage growth, or post-harvest residues are not sustained in the normal growing season over any portion of the lot or facility. Two or more animal feeding operations under common ownership are considered to be a single animal feeding operation if they adjoin each other, or if they use a common area or system for the disposal of wastes. Certification means technical specialist certification of the CAWMP in accordance with the requirements of 15A NCAC 02T .1304. It is unrelated to terms "Annual Certification" as used in Condition 111.14 of this General Permit, and the "No Discharge Certification Option' allowed by the November 2008 EPA CAFO Rule. Ditch means any man made channel for the purpose of moving water off a site to the surface waters. Excessive Ponding means any area of the application field where visible liquid waste is ponded on the surface of the land application site more than four(4)hours following the application of waste. Excessive ponding also means any areas where the ponding of waste has resulted in crop failure. Groundwaters means any subsurface waters,as defined in 15A NCAC 2L .0102. 14 March 7, 2014 Permit Number AWG100000 Land application means the application of wastewater and/or waste solids onto or incorporation into the soil. Major changes to the CAWMP means changes in the number of animals, type of operation (feeder to finish to wean to feeder), retrofit of a lagoon, installation of a new irrigation system, and similar type changes. Recertification is only required for major changes to the CAWMP. Major changes to a facility must first be approved by the Division.The new CAWMP and the certification shall be submitted with a request that the COC be amended to reflect the changes. The facility may not make the changes until a new or amended COC has been issued. Revision to the CAWMP means a change to an entire CAWMP to meet current applicable standards.A CAWMP must be revised if the operation cannot utilize all N nitrogen generated by the animal production in accordance with the existing CAWMP, except for the specific conditions noted in the CAWMP amendment criteria as previously defined. For an existing CAWMP, a change in crops and/or cropping pattern that utilizes more than 25%of the N generated by the operation is considered a plan revision.Any change to an existing CAWMP,whether an amendment or revision, must be signed and dated by both the producer and a technical specialist for the new CAWMP to be valid. A revision of the CAWMP does not require recertification. State Waters means all surface waters,wetlands,groundwaters and waters of the United States located in the State. Surface Waters means any stream,river, brook, swamp, lake, sound,tidal estuary, bay, creek,reservoir, waterway,or other surface body or surface accumulation of water;whether public or private, or natural or artificial,that is contained in, flows through, or borders upon any portion of the State of North Carolina, including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any additional Waters of the United States which are located in the State. Waste means manure, animal waste, process wastewater and/or sludge generated at an animal feeding operation. Wetlands means areas that are inundated or saturated by an accumulation of surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support a prevalence of vegetation typically adapted for life in saturated soil conditions,as defined in 15A NCAC 2B .0202. This General Permit issued the 7th day of March,2014. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Director Thomas A.Reeder v North Carolina Divi on of Water Resources By Authority of the nvironmental Management Commission Permit Number AWG100000 15 March 7,2014