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820101_CORRESPONDENCE_20171231
Z V NORTH CAROLINA Department of Environmental Qual Environmental Quality Rose Swine Farms, LLC Rose Swine Farms 481 Lassiter Road Newton Grove, NC 28366 Dear Rose Swine Farms, LLC: RECEIVED DEQIDWR JUN 0 8 2018 WQROS FAYETfEVI!`LfUnne 9IQ2� 1 kOFFICE ROY COOPER Governor MICHAEL S. REGAN Secretary LINDA CULPEPPER Interim Director Subject: Certificate of Coverage No. AWS820101 Rose Swine Farms Swine Waste Collection, Treatment, Storage and Application System Sampson County In accordance with your May 31, 2018 Notification of Change of Ownership, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Rose Swine Farms, LLC, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. 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 Rose Swine Farms, located in Sampson County, with a swine animal capacity of no greater than the following annual averages: Wean to Finish: Feeder to Finish: 6,160 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 AWS820101 dated October 1, 2014. Pursuant to 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 CAWMP 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 keeping and monitoring conditions in this permit. Record keeping forms are unchangedthis General Permit. Please continue to use the same record keeping forms. State of North Carolina I Environmental Quality I Division, of Water Resources Water Quality Regional Operations Section 1636 Mail Service Center I Raleigh, Nortb Carolina 27699-1636 919-707-9129 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 Condition I1.22 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 Raleigh, NC National Weather Service office at (919) 515-8209, or by visiting their website at: http-//www.weather.gov/rah/ This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff may be reached at 919433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Program staff at (919) 707-9129. Sincerely, 6&"s L for Linda Culpepper Interim Director, Division of Water Resources Enclosure (General Permit AWG 100000) cc: (Certificate of Coverage only for all ccs) Fayetteville Regional Office, Water Quality Regional Operations Section Sampson County Health Department Sampson County Soil and Water Conservation District WQROS Central Files (Permit No. AWS820101) Smithfield Hog Production A� �C®EN� North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Govemor Director Secretary Joe Rose Rose Swine Farms 481 Lassiter Rd Newton Grove, NC 28366 Dear Joe Rose: February 11, 2011 RECEIVED FEB 14 2011 DEN R-FAYETTEVILLE REGIONAL OFFICE Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS820101 Rose Swine Farms Animal Waste Management System Sampson County The Division of Water Quality (Division) received your sludge survey information on January 7, 2010. With the survey results, Jonathan Miller from Agriment Services Inc, on your behalf requested an extension of the sludge survey requirement for the two lagoons at the Rose Swine Farms facility. Due to the amount of treatment volume available, the Division agrees that a sludge survey is not needed until 2014 for your lagoons. The next sludge survey for the two lagoons at the Rose Swine Farms facility should be performed before December 31, 2014. Thank you for your attention to this matter. Please call me at (919) 71 5-6937 if you have any questions. Sincerely, --ok Miressa D. Garoma Animal Feeding Operations Unit cc: Fayetteville Regional Office, Aquifer Protection Section Jonathan Miller, Agriment Services Inc, PO Box 1096, Beulaville, NC28518 Permit File AWS820101 1535 Mail Servi:e ce.mer, Paieigh. North 'Carolina 27699.1536 N OneCarolina ocauon: 272p Gaoita! Blvd.. Raleigh, Norm Carolina 27s"x'14 ?none: 919-733-3221 1� FAX: 919-715-0588 L Customer Servioe: 1-877Naturally y inipmer wrww nzmatemuaih nm An Enual Onrinn:iwv' ;^Tr; e Action ; nlnve eQA-- {h � ICJ Revels, Ricky From: Sent: To: Cc: Subject: Attachments: See Attachment Jonathan Miller Agriment Services, Inc. P.O. BOX 1096 Beulaville, NC 28518 252-568-2648 office 910-289-0393 cell 252-568-2750 fax Jonathan Miller [agrimentservicesJmiller@yahoo.com] Monday, February 08, 2010 3:44 PM Ricky Revels Ronnie G. Kennedy Joe Rose Freeboard PoA Joe Rose 1PoA30day50HIGHFREEBOAR132-8-10.pdf IAJS gzolo 1 2 1 0607�43 0 PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 30 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier (ID): .Woe Rose #1 82-101 2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard a. current liquid level according to marker 18.8 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 0.2 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 60310 fly e. line c/12 x line d x 7.48 gallonsfft' 7519 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 81760 fe h. current herd # 2480 certified herd #1 2480 actual waste produced = current herd # x line g = 81760 if certified herd # i. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + i + j) x 7.48 x 30 daysIline f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 1 11/12/2009 m. ((lines e + k)/10D0) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 12/31/2009 ft3 36543 f? 147484 gallons 2.00 Ibs/1000 gal. 310.0 lbs. PAN II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: Joe Rose #1 (82-101) line m = 310.0 lb PAN 2. Structure ID: line m = lb PAN 3. Structure ID: line m = lb PAN 4. Structure ID: line m = lb PAN 5. Structure ID: line m = lb PAN 6. Structure ID: line m = lb PAN n. lineal +2+3+4+5+6= 310.0 lb PAN III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN rtKIUU. UV NU I Ub I FItL.LUS I V WMIGH VAN GANNU I tat AFMItU ULIKINU, I Nib 3V UAT rtKIUU. o. tract # p. field # q. crop r. acres s. remaining IRR t TOTAL PAN u. application window' 2 PAN balance BALANCE FOR (lblacre) FIELD (ft.) column r x s 11308 f1 Small Grain 13.96 50.00 698.0 OCT TO APR atOM L411 C111 WUp MIU111y dVP11Ld UU1I YdLO V1 IIWAL U1JfJ dJJPJ1{QllU11 LMyllli lli ly UdIC 1U1 dYG110U1= receiving crops during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 698.0 lb. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE w. Total PAN to be land applied (line n from section II) = 310.0 lb. PAN 1 x. Crop's remaining PAN balance (line v from section III) = 698.0 lb. PAN y. Overall PAN balance (w - x) = -388 lb. PAN PoA (30 Day) 12/31/2009 r� Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facil' . PoA (30 Day) 12/31/2009 �F 1N A �Fg F. 11� v Michael F. Easley, Governor EIVED `J QC. AM .1 3 20 William G. Ross Jr.. Secretary Cq r North Carolina Department of Environment and Natural Resources -i O C 1 % ,-FAA'tt' cv�U� EEG DMAL CrMCE Coleen H. Sullins Director s Division of Water Quality August 11, 2008 Joe Rose Rose Swine Farms 481 Lassiter Rd Newton Grove, NC 28366 Subject: Sludge Compliance Requirement Change Dear Permittee: In accordance with Condition 1II.19 of State General Permit AWG100000, your facility is required to maintain compliance regarding sludge accumulation in your animal waste treatment lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet of treatment depth between the designed stop pump and the average elevation of the top of the sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently modified. As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is now to be based on the sludge volume as a percentage of the total treatment volume. The revised Standard states that sludge accumulation in the permanent treatment zone must be less than 50% of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the sludge at the pump intake location. If either of these conditions is not met then sludge must be removed or managed in accordance with an approved Plan of Action for Lagoon Sludge Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and treatment volumes to determine compliance. Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s) may already be in compliance without any sludge removal. Using your lagoon design (or as - built information) and current sludge survey measurements, complete the NEW sludge survey worksheet. If you have any difficulty in locating or understanding your lagoon design information, please contact your technical specialist or county Soil & Water office. Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 'telephone: Internet: www.ncwatergualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: Fax 2: An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper No `ithCarohna AQAllrAWk (919)733-3221 (919) 715-0588 (919)715-6048 Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the information and notify you of our decision. NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-322I If you have any questions about the new sludge requirement, sludge survey worksheet, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733- 3221. Sincerely, r Keith Larick, Supervisor Animal Feeding Operations Unit Enclosures cc (w/o enclosures): Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files - AWS820101 Michael F. Easley, Governor W A T �9pG July 1, 2007 Joe D Rose Rose Swine Farms 481 Lassiter Rd Newton Grove, NC 28366-8009 William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Colcen H. Sullins, Director Division of Water Quality .��;, 2 7 2:�7 Subject: Certificate of Coverage No. AWS820101 Rose Swine Farms Animal Waste Management System Sampson County Dear Joe D Rose: In accordance with your application received on 13-Dee-06, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Joe D Rose, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. 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 the Rose Swine Farms, located in Sampson County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 6160 Boar/Stud: 0 Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0 Farrow to Finish: 0 Farrow to Feeder: 0 If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, 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 The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES COC issued to this facility with an expiration date of July 1, 2007. You are required to continue conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition M.19 does not apply. Pursuant to 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 CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pa careful attention to the record kegping_and monitoring conditions in this permit. Aquifer Protection Section 1636 Mail Service Center Internet: www,newaterquality.ora Location: 2728 Capital Boulevard An Equal OPPorlunitylAfftrmative Action Employer— 50% Recycled110% Post Consumer Paper N. �hCarolina Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6048 Customer Service: (877) 623-6748 If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan 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. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. 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. Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS standards and the permit is rescinded by the Division. 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 you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. 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 staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733- 3221. Sincerely, for Coleen H. Sullins Enclosures (General Permit AWG100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS820101 '777; Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Rose Swine !:'arm FN 82-101 Joe. Mark, & Sieve Rose 481 Lassiter Road Newton Grove, NC 28366 910-594-0684 12-14-2006 This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulaville, rVC 285.18 252-568-2648 Develop r Signature Type of Plan: Nitrogen Only with Manure Only RECEIVED f 3AR 2 5 20 ' ON -FAY TWLIf RS0Nh OFRCI Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Sis�nat4re (owner) Signature (manager or producer) /z - 1y -o 4 Date Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: Techni al Specialist Sim ure /-7 .H_ as. Date .................. --- • ------.--...------------------ --- --- 618194 Database Version 3.1 Date Printed: 12-14-2 006 Cover l a_e 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder -Finish Lagoon Liquid waste generated 5,710,320 gals/year by a 6,160 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 13152 Incorporated 22587 Injected 24875 Irrigated 14296 Max, Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 14,296 16490 -2,194 6,744,994 -1,034,674 ----------------------------------------------------------------------------- Note: - in source ID, S means standard source, U means user defined source. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source. 160325 Database Version 3.1 Date Printed. 03-06-2009 Source Page 1 of 1 Narrative This waste plan is based on the original plan created by Wilson Spencer then of Sampson Soil and Water. The agronomice rates used in the original plan are used in this plan as "user defined". There will be alternative irrigation equipment used to wet odd shaped areas denoted in this plan and on the map. The equipment specs have been included and the equipment is on -site at the disposal of Rose Swine. This plan displays only wetted acreage and displays the same in the calculation tables. Lanes and honeywagon acres have been combined as tracts and field Ps to remain consistent with the soil types this breakdown is included in the plan). However, records will be kept by the pull as denoted by the GPS map. T1263 has a ditch that will be filled and tiled as a waterway according to the conservation plan of Joe Rose this field was in cropland and will be sprigged to Bermuda Hay with Small Grain overseed for the winter months. These actions will take place by August of 2004. RGK 3/l/04 --------------- ---------------------------------- 160325 Database Version 3.1 Date Printed: 03-06-2009 Narrative Page I of I The table shown below provides a summary of the crops or, rotations included in this plan for each field. Realistic Yield estimates are also provided for each crop in the plan.. In addition, the Leaching Index for each field is shown, where available. Planned Crops Summary Tract Field Total Acres Useable Acm beaching Index (LI) Soil Series Crop Sequence RYE 11308 F 1 13.96 13.96 N/A Norfolk Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.5 Taus 11308 F2 7.991 7.99 NIA Norfolk Small Grain Overseed 1.0 Togs Hybrid Bermudagrass Pasture 6.5 Toils 11325 F1 0.80 0.80 N/A Faceville Small Grain Overseed 1.0 Tons Hybrid Bermudagrass flay 6.0 Tons 11325 F2 5.061 5.06 N/A Faceville Small Grain Overseed 1.0 Tans Hybrid Bermudagrass Hay 6.0 Tons 11325 F3 2.91 2.91 NIA lFacvill, Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 6.0 Tons 1263 Fi 12.47 12.47 N/A Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Hay 5.5 Tons 3722 F2 2.33 2.33 NIA Wagram Small'Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5723 F1 1.39 1.39 NIA Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass Pasture 5.5 Tons 5723 F2 1 3.76 3.76 NIA Wagram Small Grain Overseed 1.0 Tons Hybrid Bermudagrass I lay 45.5 Tons PLAN TOTALS: 50.67 50.67 _� ;LIB k --..-lR<�iayix i"rt?vi., �k + -'.L v t� ;� i{ -' r '�'i 's ^x;.',n- ;r^C-,� �K--�. �' �,e �f`�'"Technical�Gurdance-" rr.ta•lvPoienttAl€L`eaciiinT..�'t Low potential to contributeto soluble None 2 nutrient leaching below the root zone. �- 2 & Moderate potential to contribute to Nutrient Management (590) should he planned. <= 10 soluble nutrient Izaching below the root zone. High potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers (391). 160325 Database Version 3.1 mate Printed 3/6/2009 NOTE: Symbol * means user entered data. PCB Page 1 of I The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied'is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation. Waste Utilization Table Year I Tract Field Source ID Soil Series Total Acres Use. Acres Crop RYE Applic. Period Nitrogen PA Nutrient Rcgd (1bs/A) Comm Fert. Nutrient Applied (lbs1A) Res. (lbs/A) Applic. Method Manure PA Nutrient Applied (Ibs1A) Liquid ManumA pplied (acre) Solid Manure Applied (acre) Liquid Manure Applied (Field) Solid Manure Applied (Field) N N N N 1000 gal/A Tons 1000 gals tons 11308 FI S7 orfolk 13.96 13.96 Snrall Grain Overseed 1.0'rons 1011-3/31 50 0 0 Irrig. 50 19.97 0.00 278.81 0,00 11308 Fl S7-Nor folk 13.96 13.961iybridBermudagrassHay 6.5Tons *311-10/15 *325 0 0 brig, 325 129.74 0.00 1,811.18 0.00 11308 F2 S7 Norfolk 7.99 7.99 Small Grain Overseed 1.0 Tons 10/1.3131 25 0 0 brig. 25 9.98 0.00 79.74 0.00 11308 F2 S7 Norfolk T99 7.99 Hybrid liermudagrass Pasture 6.5 Tons *3/1-1Oil 5 222 0 0 Irrig. 222 88.62 0.00 708.10 0.00 11325 FI S7 lFaceville 0.80 0.80 Small Grain Overseed 1.0 Tans 1011-3131 50 0 0 Irrig. 50 19.97 0.001 15.98 0.00 11325 Fi S7 Faceville 0.80 0,80 Hybrid l3ermudagrassIJay 6.0Tons *3ii-101i5 *300 0 0 brig. 300 119.83 0.00 95.87 0.00 1 025 F2 S7 Faceville 5.06 5.06 Small Grain Overseed LO Tons 1011-3/31 50 0 0 brig. 50 19.97 0.00 101.06 OMO 11325 F2 S7 Faceville 5.06 5.06 Hybrid 13ermudagrass Hay 6.0 Tons *3/1-10115 *300 0 0 brig. 300 119.76 0.00 605.99 0.00 11325 13 S7 Faceville 2.91 2.91 Small Grain Overseed 1.0.1•ons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 58.12 0.00 11325 F3 S7 Faceville 2.91 2.91 Flybrid Bermudagrass Hay 6.0 Tons *3/1-10/15 *300 0 0 brig. 300 119.83 0.00 349.71 0.00 1263 FI S7 Wagram t2.47 12.47 Small Grain Ovetseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 19.97 0.00 249.05 0.00 1263 F1 S7 Wagram 12.47 12.47 1lyhrid 13ermudagrass Hay 5.5 Tans *311-10/15 *275 0 0 brig. 275 109.85 0.00 1,369.78 0.00 3722 1'2 S7 Wagrarn 2.33 2.33 Small Grain Overseed 1.0'Fons 10/1-3131 50 0 0 Irrig. 50 19.97 0.00 46.54 0.00 3722 F2 S7 Wagram 2.33 2.311 lybrid 13ennudagrass Pasture i 5.5 "Bins *3/1-10/15 202 0 0 brig. 202 80.64 0.00 187.89 0,00 5723 1' I S7 Wagram 1.39 1.39 Small Grain Oversecd 1.0 Tuns IOil -3/31 50 0 0 Irrig. 50 19.97 0.00 27.76 0.00 5723 F1 S7 Wagram 1.39 t.39 Flybrid kiennudagrass Pasture 5.5 Tons *3lI-10l15 202 0 0 Irrig. 202 80.69 Q.00 112.16 0.00 160325 Database Version 3.1 Date Printed: 3/6/2009 WUT Page l of 2 Waste Utilization Table Year 1 Tract Field Source 11) Soil Series Total Aries Use. Acres Crop RYE Appiic. Perini itrcgen PA Nutrient Reqd (Ibs/A) Carnet Fen. Nutrient Applied (Ibs/A) lies. (lbs1A) Applic, Method Manure PA Nutrient Applied (lbs/A) Liquid Mane pplied (acre) Solid Manure Applied (acre) liquid Manua; Applied (Field) Solid Manure Applied (Field) N N Nv N 1000 ga11A Tons 1000 gals tons 5723 F2 S7 Wagram 3,76 3.76 Small Grain Overseed 1.0'Tons 10/1-3131 50 0 0 Irrig, SO 19.97 0.00i 75.10 0.00 572 F2 S7 Nag an' : 7A 3.76 liyhrid llcmwdagm,s Ilay `5.5 *311-10/15 *275 1 0 OA !trig. 275 109.85 0.00 413.02 0.00 Total Applied, 1000 gallons 6,584.8 Total Produced, 1000 gallons 51710,3 Balance, 1000 gallons -874.5 Total Applied, tons ., 0.00 Iota] Produced, tons SM q 0.00 Balance, tonsm 0.00 Notes: 1. In the tract column, --- symbol means leased, otherwise, owned. 2. Symbol * means user entered data. 160325 Database Version 3.1 Date Printed: 3/6/2009 WUT Pale 2 of 2 The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate thatwill not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 11308 Fl Norfolk 0.50 1.0 11308 F2 lNorfolk 0.50 1.0 11325 Fi Faceville 0.40 1.0 11325 F2 Faceville 0.40 1.0 11325 F3 Faceville 0.40 1.0 1263 F1 Wagram 0.60 1.0 3722 F2 Wagram 0.60 1.0 5723 F1 Wagram 0.60 1.0 5723 F2 lWagrarn 0.60 1.0 160325 Database Version 3.1 Date Printed 3/6/2009 1AF Paae I of 1 The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen appl ication rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high, application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should betaken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lblac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 77.22 154.45 231.67 }lay 6 ton R.Y.E. 300 26.32 39.61 77.22 115.84 Soybean 40 bu 160 14.04 72.40 144,90 217.19 --- ---- ------------------------------------------------------g---g- - - - - -- - 160325 Database Version 3.1 Date Printed: 03-06-2009 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated. The start. date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients -that have not yet accumulated. If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste uti lization plan is inconsistent with the structure's temporary storage capacity. Available Waste e C cit Source Name I Swine Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 09/30 180 Plan Year Month Available Storage Capacity (Days) 1 1 91 1 2 81 1 3 86 1 4 93 1 5 99 1 6 142 1 7 180 1 8 180 1 9 180 1 10 180 1 11 164 1 12 133 MMMMEMMMMI * Available Storage Capacity is calculated as of the end of each month. - ------------------------------------------- 160325 Database Version 3.1 Dale Printed: 03-06-2009 Capacity Page i of I Required Specifications For Animal Waste Manazement 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either 6wns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). -------------------------------------------------------------- ------ 160325 Database Version 3.1 Date Printed: 3/6/2009 Specification Paae 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1,1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. -- ---------------------------------- ---- - - - - -- - - - - - - - - - - - - - - - - - - - - - 160325 Database Version 3.1 Date Printed: 3/6/2009 Specification Pa.pe 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 160325 Database Version 3.1 Date Printed: 3/6/2009 Specification Page 3 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. ------------------------------------- --------------------------------------- 160325 Database Version 3.1 Date Printed: 3/6/2004 Specification Pape 4 Crop Notes The following crop note applies to field(s): F1, F2. F3 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I"to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bulac is satisfactory to produce full groundeover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): F1 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation. Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 ib/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. 160325 Database Version 3.1 Date Printed: 03-06-2009 Crop Note Page 1 of 4 The following crop note applies to field(s): F 1, F2 Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. i to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment ,year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): FI, F2, F3 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding raise by at least 10% when planting no=till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. 160325 Database Version 3.1 Date Printed: 03-06-2009 Crop Note Page 2 of 4 The following crop note applies to field(s): F 1, F2 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbslacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The following crop note applies to field(s): Fl, F2 Small Grain: CP, Mineral Soil, medium leachable In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each week seeding. is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbslacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. 160325 Database Version 3.1 Date Printed: 03-06-2009 Crop Note Page 3 of 4 The following crop note applies to field(s): F2 Bermudagrass: C11, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bufac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced 1' to 1.5' in row. For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. The following crop note applies to field(s): F 1, F2 Bermudagrass: CP, Mineral Soil, Moderately Well Drained. Adaptation: Well -adapted. In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind. For Coastal and Tifton 78 plant at least 10 bulac in 3' rows, spaced 2' to 3' in the row. Generally a rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions. Tifton 44 spreads slowly, so use at least 40 bulac in 1.5' to 2' rows spaced P to 1.5' in row. For broadcast/disked-in sprigs use about 60 bulac. Soil test for the amounts of lime, phosphorus, potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lblac N in the establishment: year in split applications in April and July. For established stands apply 180 to 240 lblac N annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for more information or consult your regional agronomist or extension agent for assistance. -------------------------------------- 160325 Database Version 3.1 Date Printed: 03-06-2009 Crop Note Page 4 of 4 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources September 1, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Joe Rose 481 Lassiter Rd Newton Grove NC 28366 RE: Sludge Management Plan of Action Rose Swine Farms Facility # 82-101 Sampson County Dear Joe Rose: Alan W. Klimek, P.E. Director Division of Water Quality The Division of Water Quality (DWQ) received your sludge survey information on February 16, 2005. Upon review of the information submitted, it was determined that the minimum treatment depth of Lagoon #1 is inadequate. Your NPDES General Permit Number NCA282101, Condition IV.16 specifies that within 90 days, a plan of action must be created to document the sludge management procedures to be used. DWQ has not received an adequate plan of action for this facility. Attached is the Plan of Action for Lagoon Sludge Reduction form that is to be used. The form outlines the compliance and reporting timeframes to satisfy Condition IV.16 of your NPDES General Permit. Please submit the plan of action within 30 days of receipt of this letter to: Keith Larick Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Thank you for your attention to this matter. If you have any questions, please call me at (919) 715-6185, or the Fayetteville Regional Office at (910) 486-1541, Sincerely, - ` 7� Keith Larick Animal Feeding Operations Unit cc: File# 82-101 Fayetteville Regional Office iv Carolina �atura!!z� North Carolina Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Phone (919) 733-3221 Customer service Internet: h2o.enr.state.ne.us 2728 Capital Blvd. Raleigh, NC 27604 FAX (919) 715-0588 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer-- 50% RecycierU10% Post Consumer Paper June 10, 1999 Division of Air Quality Fayetteville Regional Office Wachovia Building 225 Green Street Suite 714 Fayetteville, N.C. 28301 DougNicmond TDM Farms Box 300 Newtm Groves N.C. 28366 910-594-02I9 I VFD J UN 1 4 1999 P-EGETp !CE Dear.Sir or Madam: I.am wriiingyou per instructions received in a letter from Mr. Alan Klimeck dated May 27, 1999 l concerning temporary odor rules for swine farms In his letter Mr. Klimeck stated that if I believed that'rt is problematic for you to comply with an<- of these required management practices please send written documentation by August 1, 1999.- We believe that it is problematic for our farms to comply with"requirement No. 7. in addition we also question the effectiveness of requirement Nd. 1 and believe that both of these rules will have a negligible or adverse effect on odor and could produce negative impacts on water quality. Requirement No. 7 states that flush tanks should be covered or the fill pipes should be extended below the surface of the wastewater of the tank.. From personal observation, I feel that these tanks and the way that they fill are not a significant source of odor on a swine farm By covering or extending the fill pipes the farm operator will not be able to observe the rate at which the recycle rater fills the tank This is critical because the tanks are often set up to dump periodically with a timer. If the tanks dump before they are filled the result is insufficient, water to completely move the mam,rc out of the pit thus creating more odors from the building. Conversely, if the tank fills before it is time to dump, you risk a spill via a blocked overflow pipe. June 10, 1999 Page ? Requirement No. I states that the discharge point of the pipe from the buildings shall enter below the surface of animal wastewater lagoons. This requirement will make it impossible for the operator to observe what is being discharged from the buildings. A pipe that becomes clogged may go undetected leading to a back up of recycle water in the pit with the potential to spill out of the building. The operator also will not be able to detect any unusual discharge such as fresh water from a leak or malfunction. The added turn in the pipe needed to direct the flow under the lagoon surface could also increase the chance of a blockage. Because of these concerns we have not covered or extended the fill pipes on the dump tanks at any of the farms that we own or manage. We have extended our discharge lines under the surface of the lagoons. We have advised our growers to extend their discharge lines but have given them their choice on how to handle the flush tanks. Most have opted to leave them as is. I have included a list of farms associated with TDM in your region. This includes farms, which we own, manage, or grow hogs on Contract for us. Thank you for your attention to this matter and if you have any questions please feel free to contact me. Sincerely. / Doug Niemand Environmental Manager Cc:DWQ Mr. Bois Heath FARM NAME DWQ FACILITY NO. TDM#1 WALLER 82-378 TDM#2 TARHEEL FARMS 26-25 TDM#5 i . i TDM#6 CASEY 82-274 TDM#7 WILSON 82-196 TDNW ROSE 82-101 TDM#11 HARRELL 82-275 TDM#12 A&W 82-97 TDM#13 S&O 82-282 TDM#14 MARK BAREFOOT 82-521 TDM#16 3D 82-210 TDM#17 DODSON 82-390 TDM#18 GIDDENS 82-100 TOM#19 BASS 82-221 TDM#20 THORNTON 82-47 TDM#21 HERRING 82-49 TDM#23 DAUGHTRY 82-601 TDNM4 WILLIAMS 82-625 TDM#25 SUTTON 82-718 TDM#26 CYPACK. 26-72 TDM#30 BEST BROTHERS 82-699 TDM#100 BAREFOOT NURS 82-58 TDM#102 SULLIVAN 82-175 TDM#103 EDWARDS 82-177 TDM#104 CASEY NURS 82-655 PCH 82-94 PCH-FINISHING 82-67 PCH 6 82-488 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director Mark Jackson Environmental Manager Hog Slat PO Box 300 Newton Grove, NC 28366 Dear Mr. Jackson: iIT 00 Nz,�W'A AIV 2 -W Adft - L N NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AN RESOURCES May 20, 19" N' 4 Y 2 6 1999 FAYETTEVILLE REG. OFFICE Subject Innovative Animal Waste Pilot Operation Experimental Waste Treatment System Rose Swine Farms The Division of Water Quality has reviewed your request for approval for the operation of an experimental waste treatment system at the Rose Swine Farm. The Division will grant approval of this study without the issuance of an individual permit. However, the following precautions must be taken to ensure protection of water quality and the integrity of the existing system: I. Treated effluent shall be discharged into the existing treatment lagoon and then land applied on fields designated in the Certified Animal Waste Management Plan. 2. Residuals must be addressed in the Certified Animal Waste Management Plan. They shall be land applied at agronomic rates to fields designated for residuals in the Certified Animal Waste Management Plan. Results of any monitoring and observations shall be made available to the Division at the end of the research project. 4. Treated effluent shall be monitored for the following constituents: Ammonia -Nitrogen Copper Nitrate -Nitrite Nitrogen % Total Solids pH Plant Available Nitrogen Potassium TKN Total Phosphorous Zinc Please be advised that this approval letter does not relieve the facility from the responsibility to comply with a Certified Animal waste Management Plan. If you have any questions or comments please contact Sue Homewood at 919-733-5083 extension 502. Since , r Kim H. Colson, P.E. Supervisor, Non -Discharge Permitting Unit Cc: Fayetteville Regional Office Facility File 82-101 P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper il1i T'*may .M t•. �..: ;. i(�. y "•rJ • a,.'y£ %.. +I. \ gtt; � ff �CtI•. h {' • �, 1..- S:ati Lr♦ � 4 Q ''Y�:1 . T:(Z�'S. `/! 1 ? S ` � 1� ��p'±�E� 1. •'? _ '3 S r.' i '�Z131 r 1� '�' f_l9'77 •� lEn'•w.Y, .� 1 VT . •. . _ y ^ '�• 'y •w:�:.D. c � tir�i i R H� ry � 5 ♦.,,s- L• '-off � _''�?G�� AI lK ,�- ' ' .-.,...,,,�.�„� .►4�J::;;q ^� �4.,,�-•fie �-c;N�r, - � : � :^9G^�. ;A �'`r -rf v�' ,4=: A'..... � � � 1'4�.-.:..thy ( • • � , , _ •�.•,•� . r % {..�..:� �•,.i .. �.�<•'JP� (/[rL=. .ALL ��II- .'1� �'• r 9 .. 7. k` �,`: :ru�''.:•l�'tii:f'T*iITL�',y. ■r.-..; CS,! ••`_,aGYf�t ••i "�i . - :ti3v > >;� t 1td,i T r -t,..- -\' rlhl�y,. 3 '+"•'[i �•�'�'~ • "�: �;.= � . s-�ry�; `:' '�-.�': ! 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Division of Water Quality Non -Discharge Permit Application Form / Survey (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) $Z —I o 1 F Z.o General Permit - Liquid Animal Waste Operations The following questions have been completed utilizing information on file with 'die Division. Please review the information for completeness and make any correcti.3s which are appropriate. If a question has not bee Vb &hDivision, please complete as: best as possible. Do not leavwered. Application Date: % S£P 18 1997 ems" cn I. REQUIRED ITEMS CHECKLIST 1+AYE: T UE Please indicate that you have included the following required items by signing Pf",WS A space provided next to each item. Aonlicants Initials 1- One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; y ✓ 2. Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is disposed; 3- Two copies of the Certified Animal Waste Management Plan (CAWtilP)- If the facility does not have a CAWMP, one must be completed prior to submittal of a general permit application for animal waste operations. II. GENERAL INFORMATION: 1. Farm's name: _R_oie Swine _ 2. Print Land Owner's name: Joe Rose 3. Land Owner's Mailing address: 481 Lassiter Rd City: -Newton Grove NC Zip: 28366_,_ _ Telephone Number: 594- 6 :s -?_ County where farm is located: Saml2son 5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): SR 1715 east of Hwv 701 _ 6. Print Farm Manager's name (if different from Land Owner): - Lessee's I Integrators name (if applicable; please circle which type is listed): TDM 82 - 101 FORM: AWO-G-E 2/26/97 Page 1 of 3 rN III.— OPERATION INFORMATION: 1 . Farm No.: $2-IM — Operation Description: Swine operation Feeder to Finish 6160 - Certified Design Capacity Is the above information correct? n yes; no. If no, correct below using the design capacity of the facility Tvne of�Swine No_ of Animals Tyne of Poultry No. of Animals Tvoe of Cattle No. of Animals 0 Wean to Feeder 0 Feeder to Finish 0 Farrow to Wean (# sow) 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) 0 Layer 0 Dairy 0 Non -Layer 0 Beef 0 Turkey Other Type of Livestock on the farm: ;v'o. of Animals: 3. Acreage cleared and available for application: 42.8 equired Acreage (as listed in the CAWMP):Z- g`? 4. Number of Lagoons: 2 ; Total Capacity: 1363962 Cubic Feet (0) Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3) 5. Is animal waste being applied on any field which has subsurface drains? YES or 'SO' (please circle one) 6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one) I V . APPLICANT'S CERTIFICATION: I, (Land Owner's name listed in question 1I.2), attest that this application for _ 901te_ SuJ,,Q _ (Farm name listed in question 11.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete_ / Signature _y a� Date ✓�ii `-2�� V . NIAN GER'S CERTIFICATION: (complete only if different from the Land Owner) I, (Manager's name listed in question 1I.6), attest that this application for (Farm name listed in question U.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature cr Date THE COIMPLETED APPLICATION PACKAGE, INCLUDLNG ALL SUPPORTING INFOR..%LkTION AND MATERIALS. SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH, NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 FORM: AWO-G-E 2/26/97 Page 2 of 3 :animal Waste Management Plan Certification (Please type or print all information that does not reruire a sg7xure) Existing or New or�" Expanded please circle one( general Information: Name of Parma_ Rose _��1,r^e --- Facility No: 8,2 /O! ov.-ner(s) .Narne: Jo 67a^ e r P'mne No: Mailing Address: :R69, AA--,,p., GroUe'A.LC, 28�-3j�j�_... Farm Locarion: Ccuniv Farris is located in: Sa . xo., N) Latitude and Longitude: 3,57 a3 /9 � I—e� -- Please amch a copy of a county road map with cc_tion identified and desc::be below (Be specitf G: roads_" names, directions. milepost, etc.): 1rsk9n ?0 l2 �+► : ��. r�4 s'♦f' Ne L 1, �c� Sc.li oa � �e. S � 17 / `f a n �S� f u s n r,F, � � : T�t:IsC e -- Ae)Cf- rf{At e114-0 SR VM Fal-n w11r b- 4AP{oK, y� �',� opt f140- eratio Description: ripe of Swine No. of Animals 7 Wean to Feeder 2ferder to Finish LO ] Farrow to Wean _f Farrow- to Feeder Farrow- to Finish Tye of Poulrn• Z) Laver i P•.tilcs No. ofAnimcis Ttpe of Carrie NO. of AnimaLs • Dairy D Beef Ofher Type of Liyesrock_- V ► ber of Animals: Fspaadint O wvdon only Previous Design Capacitt-: D 9, f?.Z Additional Design Ccaaciry: 3 Total Design Caoacirv: 30741 a -Pf Acreage Available for Application: '//' 2 • F Required Aaeagc: �'/ R Number of Laecons I Storage Ponds: Z �Total Capacity: // 36/3 &Z -f 3 Cubic Feet (ft3) Are subsurface drains present on the farm: 'y or NO (please c'�AY:F�I�E(Please If TES: ";re subsurface drains present to the area of the LAGOON SPcircle one) #� O,rner / Manager Agreement I (we) verify that all the above information is correct and will be updated upon changing- 1 (eye) understand the ope:atson and maintenance pro:c:ures established in the approved ariraal waste management. rian fcr the farm named above and will implement these procrdures. I (we) know that any e=ansion to die existing design :_aacity of the waste treaty::at and storage system or construction of new facilities will recuire a rew• certification to be submitted to the Division of Environmental %lana?e:nent before the new anisr:als are snicked. I (we) understand z<wa :h_-c Faust be no discharge of animal u as:e from the stora-e or application sys:e-n to surface wat_: s of tax sate =i hc- athan-trade convevanw or from a s:orn evert :ess severe than the'_` Fear. 2_hcur scorn and there trust get be rut -off from th- application of animal was::. I (we; understand that run-off of pollutants rr t i•ounc!ng and heavy use =, s -:fast be minirruzed using hrtical ssc-,dards d_:"Tloced 6y the Natural Rcso'urces Conser "a::on Se"Vic_. The apprved =i= will be riled at the farm and at the of ttie local Soil and'.V:,ter Conse: 'ation D1sz:i,:-. I i '.-, e . kna:y mat any —nus-, bz "pproyed-by a techric:i sp=:ialist and sLh; fitted to the 5oii and 'Kater Consevztic•n District rrior to it;1�i_^'.':_:tOn. A c:tan_e in land ow.::ship wrirten nc s::i.ation to DEN1 or a aex ^i[:,^tic i; aprro%ed p!a_•t is za_ _ xithin 60 days of a rifle trstsfer- irne of Land Owner : fir`' � 5i'�rsntttre: % c..--z �`�— Date: Name 1romio'xne: . qI,nature: Date: Technical Specialist Certification `' I. As 3 ttzhn:�:al s:t_ialist designated by the North Carolina Scil and Water Conservation Co.nmisston pursuant to 15A NCAC 6F .0005. 1 crnifv that the animal waste management system for the farm named above has an anitnaI waste management Tian that mc_:5 or exceeds standards and speziftcations of the Division of EnvironmentalManagement (DE -NI) as spe:ified in I5A NCAC 2H.0217 and the USDA -Natural R�-seurces Conservation Service (\RCS) and/or the North Carolina Sol] and 'Kate; Consmation Conunission pursuant to 15A NCAC 2H.0217 and 15A NCAC bF .0001-.0005. The foilcu-ing r'enients are included in the plan as applicable. while tazh category desiemtes a :erhnical specialist who may sisa each certficatien ISD. S1.'AIR RC. I). the technical specialist should only certify pans for which they are te:hri rails II. Certification o, f Design A) Collection. Storage. Treatment System Check the appropriate box r.l Existingfacility u-ittout retrofit (SD or W�UP) Storage volume is adequate for operation capacity: storage capability consistent with waste utilization require-rents. ex anded o retrofitted fact itv (SD) Animal waste storage and treatment sumcntres. such as but not limited to colle_u6n syste-t s. lagoons and ponds. have bey designed to meet or exceed the min%mutm standards and speciftcadens. \acne of Technical Specialist (Please Print): G' • G�e_ lso•r S� �., c _, Affiliation: Mgr fK .. I sd �► rs e_s �"�.-, s� r4 d ++`c�tK 5��.« Address(Aeency): F`Y Cnc� + nQ.,., /$� •ter' ,l,r�n:.tip Phone �io.�yi0� 572-??63 `- 1 U t .0 I _ A t/.{] A, r. _�_ ll t. A - 1 ? B) UnCARRlication Site (`t!LTP) The plan provides for minimum separations (buffers); adequate amount of land for waste vt iiafioa; citoma crop is suitable for waste management; hydraulic and nutrient loading tares. Name of Technical Specialist (Please Print): ' ro" -Sp ✓hc e✓ Affiliation: L4?p_ .s9A rr_ c S s��✓ fr .� S� ��'c _ _ Address(Aecncv): 1. /� H . , C. Phone No.: s— Z " '� yd3 Sittnatttre: Date: 6- It- 'l C) Runoff antral from Exterior Lo Check the appropriate box _Facility without exiznjor lets (SD or S�ZP or RC) This facJ:zy does :tot :en: --in any csm_rior lots. i-.:!cjit%' ,kjt exterior )c!s (RC) Mf-,hcds to rniri size the run off of pollutants tom loess:-c and h_ se reps have been designed in azz:r-'anz! xith :echnicai -,.:rd~rds �e�e:�'rt� Jt ��CS. unit of Technical SpecijIlst . Tease Dr."11 CAI e e -1 - � - a:;:ii:tion:i ra] uY,tie' .a,.c=.r_S.�s .�c�T�3. /� G Phone No.: �t,-:..j� _13 - 77 . t' - D). Anplication and Handling Eguipment Check the appropr;cite bn.L Ex i <(im., or e,<n3fldln, facilii %%-'rh exi�?±n3-�\ante aP icatian equip, rr,c.-tt ( -UP or I) Animal -taste application equipment spec.. cd in the plan has been either fie!d calibrated or evaluated in ac:ordancr xith existing design charts and tables and is able to apply waste as ac_essary to accommodate the u'aSEC inxia£erne-it plan: (existing application equipment can cover the area required by the plan at rates act to exceed either the speaped hvdrulic or nutrient loading hates, a schedule for :invng of applications has beta csL3b11shcd. required buffers can be maintained and calibration and adiustmeat =_u:camce arc contained as par: of the pian )- 4: Ne'.L•" ex-nand-j" or -. ail .Q r3Ciik[y 'xli lztl[ t:\pC:1t3Q war:e a I±_3'.'On eoL'!^nlCrit for sgray irngatlon. (1) Animal waste application equipment spec:ficd :n the plan has been designed tc apply waste as ne_cssar-:.o accormnodatr the waste manascmeast pian: (rroccsed application equipment caa c;,ver t'.c area required by the plant at rates not to exceed eare: the specif:ed hvdrauli: or nt trie :t loading :motes; a sc eduIe for Unuma of applications has been established. required buffers can be maintaitxd. calibration and adius=ent guidance are contained as pan of .he plxi). t Len'•ymded. or existing facilit-v without exis[ing-\.t.'aste applic;l-it for land si2reading net usins surav ir.eation" (W-UP or i) Animal wasx apniicacion equipment specincd in the plan has been-se!eved to apply waste as necxssary to accanunodate the waste managem e«t plan: (proposed application equipment can :aver the area required by the plan at rates not to exceed either the specified hvdraulic or nutrient loading rates: a schedule for timing of applications has beta established: required buffers can be maintain; calibration and adiustnxnt guidance are contained as part of the plant). Name of Technical Specialist (Please Prin():rr'. �.,111sa••. _ � e r Affiliation:_ Na••a. �e_So�.-c r Co. �a_�-.b 5� . :�.... _..- Address(AQencv): o C./ N C- Phone No.: Z-7 93 Signature: E Date: f - l3- sj E) Odor Control, Insect Control, Morlalitz 5I. AVUP. RC gr 1) ittc w=e management plan for this facility includes a Waste Management Odor Control Cheeky an Insert Conacl Checklist. a Mortality Management Checklist arid an Ernergency Action Plan. Sources of both odors and insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Ntanagc:neat Practices to Control Inserts have been selee:ed and included to the was.-- managea=t plan. Both the Mort.aiity Nlana2c=nt Plan and the urgency Action Plan are complete and can be impiernemted. by this facility \arise of Technical Specialist (Please Print)- C • :�ifiilafian: i!%a��.�o.j__�lcfary�c�s LO✓tr2rJo� ',�K See—— Address(AaencvUy Co gZa6-4-1 4n Aj, C- Phone vo. F/o)5-n-'7,0,r3 Signature: Date: e-13-72 F) 11'r-Men \n. ice of New or Fxnandhrtz Swine Far.n The folla\iing signature bloc's is onl%- to be ns�d for -ieN%- or expanding swine farms that begin construction after June 21. I996. If the facility was "guilt before June _1. 1996. when was it constructed or last expandedOav9 1 Sa'�:._" Si.• tha[ 1 !'.1'.? Faye 3Tie '_ :'� l% [ _ _. �L' mail all ac ��l ,- o rr.�=�;' oLr^t:s ar d all rrCFe..-Tv owners Ll'%J CLi:^ ^fQyC.'t\' 1CCa.LQ aC:tS_ L'CI1C Cr h: Ll \' .:Cm. this -Te'.v Cr = an.^.:;'.-` s'• .ne tar^. The nCCc= was :n chi—.xh:^.C_ %v:th the c4 NCGJ y-'^\'t?t the nQtlz' ard' a lisT o the write of Land Owner Sit -mature: Date: Name of Nl �n �" 4 i.�.� i ii ?Iri .. t' C -- januar% 1. 110r` 3 III. Certification of Installation A) Collection. Storage,•IreatMent Installation dew. e-c_panded o[ retrofitted facility (SI) Animal waste storage and treatment structures. such as but not limited to lagoons and ponds. have been ins :aiiw in accordance with the approved plan to meet or exceed the minimum standards and specifications. For exisritr; faciliries without retrofus, no cerrifc tivn s necessary. Name of Technical Specialist (Please Print):.0 " t") ko,.- Affiliation: /`�a f� .�, l IPero�.•c �s C'a-+ re r�� f,a Sc�� ; s -- Address (A4ency):8fiat64 PhoneNo.:6/4-qz-? 3 r. S i eratur e: B) Land ARnlication Site (vVL�P) Cheek the cppropria:e box The cropping system is in place on all land as speed in the animal waste management plan. `I Conditional Approval: all required lard as spec;2ned in the plat: is cleared for platting; the cropping system as specified in the waste utilization plan h=s aax been established and the owner has committed to establish the r-egetadan as specified in the plan by (monthlda�vear). the proposed cmtx crop is appropriate for compliance with the wasteutilization plan. Also check this box if appropriate if the cropping system as specified in the plan can not be esrablisiied on newly cleared head wid in 30 days of this cerdficatton. the owner has committed to establish an int=im crop for erasion Coacral;' Name of T.echnical Specialist (Please Print): GC. AffliationCr. • •_ _•_ _. .. Address(Agency): 9 ,J, C one Nfl.:/o1 s9_z- 79�3 Si-_wtttre: Date: I !3- T 2 This folloiizng signature block is only tN be used when the box for conditional approval in III. B above has been checked. I (fie) rrtify that I (we) have committed to establish the =ppins system as specified in my (our) waste utiliz:tiea plan. and if appropriate to establish the inrerim crop far erosion control. and will sub ---tit to DEM a veni cztion of completion Noma Technical Specialist within 15 calendar days following the -date specified in the conditional certification. I (we) realize that failure to submit this •,r:inication is a violation of the wade tnsnaeernent plan and will subicc: me (us) to an enfarcen=t ac:icn from DEM. Name of Land Owner : Signature: Date: \ame of from own�:;: S+,2nnture: Date: it e1r.i1� Irufti ty,Lt:F r L<3c_5 (tiL I E-,CihI% -,k ;th etterior lct.s tteI-tQ—ds to r^ nITruz:! the r'.:n cff of poilut_::TI- from lounciing and henv,... us-- w--as � avz �C:1 :n S:aSie� as sy.eC:iied In the plan. _ _ For facilities withoul exterior lots, no cerirficarion is necessary Name of Technical Specialist fPlease Print): Affiliation: Address(Azency): P`sore No.: SiznZE tra.. Date: D) Ant) ication and Handling Equipment Installation (NVUP or I) C.:ec rhr a'ock A urnal waste application and handling =qu.pment ,peened in the pian is on sir and ready for use; caticraticti and adjustment rnate:i_!s have beet pro,-it_-d to sae owners and arc contained as p:r of the plan. J animal Vass application and handling equipment spe=hied in the alai his not been ins•.alled but the oa'te: has proposed leasing or third party application and has provided a Signed co^.:mc:; equipr.,e It specified in :he cc,.trac: agrees with =.hs requirements of the plan; required buffers cast be maintained*: calibration and a'iusurtent Guidance have berg provided to the owners and are contained as parr. of the plan. J Conditional approval: Animal waste application and handling wuipment sp :cifted in the planhm been purchased and will be on site and inst dl::2 by (tncnth!dayi`year?; there is adequate storage to hold the waste until the equipment is inst: fled and until the waste can be land applied in a=da= with the cropping system contained in the plait. and calibration and adjus-.rne:nt auidancs have been provided to the owners and are contained as part of the plan. Nance of Technical Specialist (Please Prnt): C- G✓�-�-r�'` _ S 4-ir �. Affiliation: �q T'� r� C Re—re,,c— Address(AQCACv): g`f ow Foy+ Ai•c- Pllanc No.:tJS z-7gt; The following signature block is oily to be used when the box for conditional approval in M D above has been checked. I (we! certify that I (we; have Committed to purchase the animal waste annlication and handling equipment as spcci%ed in my (our) ;caste managment plan and will] submit to DEM a Verification of delivm and installation from a Technical Specialist within 15 calendar divs foiiowine the date specified in the conditional cenitication. I (we) realize that failure to submit this Ve:itication is a violation of the waste rnanage ::e:it plan and will subiect me (us) :o an enforcement action from D-EM. - \arse of Land Owner: Signature: Name of Mannger; if differzmt frcr; owner): Signature: Date: Date: E) Odor Cont, nl. Insect Cnntrol and Morrality Marta2eme9t 15D. 51. W P. RC or I? tile. iotjs m c.ai-.irol odor_ and as z:i .'n. ~= v! it :1:.1'e �t Ile_ are The 1:O'_ilt\' Ti�.l a• >.n` I j•:[ie... _.:'e� ii ;11: ?��_...._ ��Sti'•�_., i.^z. ..�_ ?'77 IS c`.' zi10.^,1}. Nam, of Tec?tnic3l Speci:ilit`,`F?-,f a 4,f F'ir t, L' -1.•1��0.� 51.)e-,,, c �r C. r% 2 62 AV, .lanuar•. 1. 11117 Please return the completed form to the Division of Water Quality at the following address: Department of Environment. Health. and Natural Resources Division Of Water Quality Water Quality Section, Compliance Group P.O. Box 29-35 Raleigh, NC 27636-Qzz3z Please also remember to submit a copy of this form along with the complete :animal Waste Mannement Plan to the local Soil and Water Conservation District Ofce and to keep a copy in your files with your Animal Waste Management Plan. itl o fG IP�r. Rore_ A4k S 74.10 5 w oK lcf �o �� 2 p(�I` �y ..1 T ; s D Cn.T iD✓E (rJ'X S -�4 U +1 �(� CL.+ .� illy 17 GtorX OL YICa j /0' c � {o.n 1 3&D i �i- -Zoy n� �� Tl�e 3��G 4�cQr �Oin wcEr 'vim �rf 1 T i TJ T e- Z q ieq 0 F'r� rb/� c-+a s r e�• ��+iS C vfi �ic.gf, (� I Er'the Cve4;,e- 4' 9 4�.ram ' ANIMAL WASTE UTILIZATION PLAN Producer: JOE DAN ROSE Location: 481 LASSITER ROAD NEWTON GROVE NC 28366 Telephone: 594-0684 Type Operation: Existing Feeder to Finish Swine -. Number of Animals: 6160.00 hogs •3 (Design Capacity) STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon APPLICATION METHOD: Irrigaticn Z The waste from your animal facility must be land applied at a • specified rate to prevent pollution of surface water and/or groundwater- The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in 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: I. 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 less 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 is 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 result in runoff to surface *waters which is not allowed under DEM regulations. Page: 1 ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should_ be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. if you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility'. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 6160 hogs x 1.9 tons waste/hogs/year = 11704 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 6160 hogs x 2.3 lbs PAN/hogs/year = 14168 lbs. PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and surface application. Page: 2 ANIMAL WASTE IITILIZATION PLAN RE WATER QUAL'Ty SF('71()t4 up 4 tcAl TABLE I: ACRES OWNED BY PRODUCER Noa-Dom" 04'm"I TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or ------- APPLY RESID. APPLIC METH N TIME 5722 1 WaB BH 5.5 275 0 2.9 797.5 I MAR-OCT 5722 SG 1 0 1-1 I 1 150 12.9 1145 SEP-MAY i 3722 2 WaB BH 5.5 275 0 687.5 1 I 12.5 1 MAR-OCT i722 SG 1 0 1-2 1 I 1 150 12.5 1125 SEP-MAY i .13108 1 FaB BH 6.0 0 I 1300 114 14200 MAR--OCT 1308 -1 SG 1 0 1 t I 150 114 1700 SEP-MAY 1308 WaB BH 5.5 0 J-2 1 I 1275 113 13575 MAR-OCT 1308 SG 1 0 1-2 1 I ISO 113 1650 SEP-MAY 1325 1 NoS SH 6.1 305 0 li I I 1.82 1250.1 MAR-OCT 1325 SG 1 0 �_l I 150 �.82 141 SEP-MAY 1325 2 BH 6.5 0 1137.5 jGoA li I 1325 13.5 JMAR-OCT L325 SG 1 0 175 1-2 1 li 150 13.5 ISEP-MAY L325 3 FaB BH 6.0 300 0 1830 I 1 1 16.1 MAR-OCT L325 --3 1 JSG 11 ISO 10 16.1 1305 Page: 3 ANIMAL WASTE UTILIZATION PLAN I ISEP-MAY TOTALI14618.6 -- - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. DOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. Page: 4 ANIMAL WASTE UTILIZATION PLAN TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) TRACT FIELD SOIL'TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED ----- or -------- APPLY RESID. APPLIC METH N TIME END TOTAL 10 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. 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 maturity, 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 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 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. Page: 5 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields due to overseeding. * lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in tables 1 and 2 above: CROP CODE CROP UNITS PER UNIT BH SG HYBRID BERMUDAGRASS-HAY SMALL GRAIN OVERSEEDED TONS AC 50 50 TABLE 1 TABLE 2 TOTAL TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED 42.82 14618.6 0 0 42.82 14618.6 * BALANCE -450.6 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Page: 6 ANIMAL WASTE UTILIZATION PLAN ants of nitrogen shown in the tables may make this plan invalid. following table is provided as a guide for establishing application es and amounts. jApplication RatelApplic. Amount Field Soil Type f Crop I (in/hr) I (inches) j 1 FaB BH I 0.40 I *1.30 2 I WaB ! BH 0.60 r I *0.96 SG -2 SG No3 I BH ! 0.50 *1.30 1 2 GoA I BH f 0.50 I *1.30 3 I FaB BH I 0.40 f *1.30 I SG -2 l SG I 1 : -3 I SG I I Page: 8 ' i WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips). 12. Animal waste shall not be applied closer than 10D feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly inton water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal c-.aste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. F3erms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 11 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills.: A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption it should only be applied preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liouid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate - determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when thes metals approach excessive levels. pH shall be adjusted for optimum crop production and maintained. Soil and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina requlations. Page: 12 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm:ROSE SWINE Owner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Environmental Management (NCDEM) before the new animals are stocked. I (we) also. understand that there must be no discharge of animal waste from this system to surface wasters of the state from a storm event less severe than the 25- year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDEM upon request. Name of Facility Owner: JOE DAN ROSE (Please print) Signature; j)y-z Date: Name of Manager (If different from owner) Signature: Date: Name of Person Preparing Plan: (please print)Wilson Spencer Affiliation:NRCS Phone No. Address (Agency): 84 County Complex Rd. Clinton NC 28328 Signature- Date : Page: 13 TT, 4,4 A f" ON x 4 . kz AT, Tv r t � i WASTE UTILIZATION PLAN PAGE I July 9, 1996 PRODUCER: JOE DAN ROSE LOCATION: 481 LASSITER ROAD NEWTON GROVE N.C. 28366 TELEPHONE: 594-0684 TYPE OPERATION: Feeder to Finish Swine ►a NUMBER OF ANIMALS: 6160 hogs design capacity` The waste from your animal facility must be land applied at a specified.-, { ,_ rate to prevent pollution of surface and/or groundwater. ' The plant nutrients in', the animal waste should be used to reduce the amount of commercial fertilizer required for the crops -in the fields where wasTe is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application --' cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infilitration rates, leaching potentials, cation exchange capacities, and available water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per,yg,ar. With special pre- cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility_ Acreage require- ments should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Cgmmission_. I i .i WASTE UTILIZATION PLAN PAGE 2 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 6160 hogs x 1.9 tons waste/hogs/year = 11704 tons AMOUNT OF PLAN AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 6160 hogs x 2.3 lbs PAN/hogs/year = 14168 lbs. PAN/year Applying the a ove amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be ,grown, soil type and surface application. l WASTE UTILIZATION PLAN PAGE JrABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW PER AC AC USED APPLIC_ € I r 6.1 TIME 11325 1 NoB BH 305 0 .82 250.1 MAR-OCT_ SEP-MAY 11j.&5 12 1UQA IBH 6.5 1325 10 13.5 11137.5 11325 1-2 1 SG 1 50 10 13.5 175 SEP-MAC_' MAR-OCT t.L.7 G7 I ^-� tills � 1 � JV I U `b .'k � SEv-MAY 11308 1 FaB BH 6.0 1300 10 114.1 14230 MAR-OCT 11308 ;1 SG 1 150 0 14.1 705 SEP-MAY 11308 12 IWaB �BP I4.1 1205 10 115.4 13157OCT 11308 1-2 1 SG 1 150 0 115.4 1770 SEP-MAY 5722 11 1Wa3 BH 5.5 1275 Q 3.4 1935 MAR - OCT, 5722 I - 3 I SG 1 150 10 13.4 11'/U MAC 5722 2 1 WaB BP �4.1 1205 10 3.34 684.7 i MAR - OC=' SEP-MAY TOTAL 14182.3 -- Indicates that this field is being overseeded (i.e. interplanted)` or winter annuals follow summer annuals_ NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone IT WASTE UTILIZATION PLAN PAGE 4 Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that. addresses all nutrients. This plan only addresses Nitrogen. TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE I (Agreement with adjacent landowners must be attached (Required only if operator does not own adequate land. See required specification 2.) I, TRACT FIELD SOIL TYPE$& CLASS- CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW PER AC AC USED APPLIC. TIME END TOTAL 10 -- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. 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 one 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 reach maturity, 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 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. * Acreage figures may exceed total acreage in fields due to overseeding. ** lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. 't WASTE UTILIZATION PLAN PAGE 5 The following legend explains the crop codes used in tables 1 and 2 above: i i LBS N CROP CODE CROP I` UNITS PER UNIT 50 BH i HYBRID BERMUDAGRASS-HAY TONS BP HYBRID BERMUDAGRASS-PASTURE TONS 50 SG SMALL GRAIN OVERSEEDED AC 50 TABLE 1 TABLE 2 TOTAL AMOUNT i TOTALS FROM TABLES 1 AND 2 i 4.6.96 ! 14182.3 46.96 * * * BALANCE 14182.3 14168 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2279.2 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. i WASTE UTILIZATION PLAN PAGE 6 See attached map showing the fields to be used for the utilization of waste water. # APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irriga� on such that runoff or ponding occurs. This rate is limited by initia soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of waste being stored in your structure be within 1.7 feet of the top of the dike. 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 irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of was a per acre and the proper application rate prior to applying the waste. ?NARRATIVE OF OPERATION: None. WASTE IL UTILIZATION PLAN PAGE 7 Plans and Specifications 1.• Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of -waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Environmental Management for every day the discharge continues. 2. The Field Office must have doFumentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure -an update of the Waste Utilization Plan when -there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrier_ts. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the fie%GL,_ These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Standard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). S. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when the wind is blowing. 5. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina', in the NRCS Technical Reference - Environment file for guidance. 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occu_ in order to control conditions conducive to odor or flies and to provide uniformity of application- . S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied Ion actively growing crops in such a manner that no more than 20 to 25 percent of the leaf area is covered. WASTE UTILIZATION PLAN 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days -prior to planting of a crop on bare soil. 11. Animal waste shall not be applied closer than 25 feet to surface water. This distance miay be reduced for waters that are not perennial provided adequate vegetative filter strips are present. (See Standard 3931 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. waste shall be applied in a manner not to reach other property and public right -of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted wetlands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not,.JLe, discharged into the animal waste management system. 17. Lagoons and other uncovered waste containment structures must maintain a maximum operating level to provide adequate storage for a 25-year, 24-hour storm event in addition to one-(1) foot mandatory freeboard. 18. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge_ 19. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and imple- menting a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. 20. waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. PAGE 8 I WASTE UT I L I ZAP!' I ON PLAN PAGE 9 NAME OF FARM: ROSE SWINE OWNER / MANAGER AGREEMENT I (we) understand and will follow -and implement the specifications and the operation and maintenance procedures established in the ap- proved animal waste utilization plan for'the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and/or storage system or ;construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. i I (we) understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal was-e described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also cer- tify that the waste will be applied on the lard according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILITY OWNER: JOE DAN ROSE SIGNATURE: _ -� .c _ ��-� `��� DATE: 7 - - NAME OF MANAGER '(if different from owner) pease print SIGNATURE: DATE: _:mow NAME OF TECHNICAL SPECIALIST: Wilson_ Spencer AFFILIATION: NRCS ADDRESS (AGENCY): 84 County Complex Rd. Clinton NC 28328 SIGNATURE: • WASTE MANAGEMENT SYSTEM TABLE OF CONTENTS 1. Cover Letter 2. Soils Map 3. SCS--ENG-538 (Soil Investigation) 4. Lagoon Design Data 5. Nitrogen Content 8 Acres Needed for Eff Iuent Disposal S. Seed i ng. Spec i f i cat i ons 7. Lagoon Size Computations 8.. NC--ENG-12 (Excavation) 9.' NC-ENG--12 (Embankment) 10. NC-ENG-12 (Pad) 11. NC-ENG-40 (Plan of Excavated Waste Storage Lagoon). 12. Typical View of A one -Stage Lagoon System 13. Operation and Maintenance Plan 14. Topographical Map W/Lagoon & Houses 15. Cross -Section of Lagoon r-, USDA -SOIL CONSERVATION SERVICE UNITED STATES 303—D EAST ROWAN STREET DEPARTMENT OF CLINTON,, NC 28328 AGRICULTURE PHONE (919) 592-7963 ---------- ------- -------------------------------------------- OPERATOR: Please review the attached' p I an and specifications carefully. Retain this plan for your use and records. It is strongly - recommended that you, your contractor and Soil Conservation Service personnel are in agreement as to how the waste lagoon is.to be constructed. SCS personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understand what is expected so that final construction meets plans and specification and the job can be certified for payment (if ACP cost sharing is involved). The pad- dimensions and grades are the best estimate. The builder or contractor is responsible for •final layout -and design of the pads. SCS personnel will assist in a limited capacity, as its major concern is the proper design and construction of -the waste treatment lagoon. The actual amount of material required for pads and dam may vary from the estimates. The design will attempt to balance cuts and fills as close as possible. If additional material is required after construction is complete on the lagoon, the contractor and owner will negotiate on the price and location f borrow area. It should be noted that certification of the lagoon will depend upon all specifications being met. Important items include length, width, depth, slopes, topsoil placement, correct elevations (top, bottom, discharge pipes), and seeding. NOTE: Design Requirement: 455,152 cu. f t. = 169857 cu. yds. Estimate of Excavation 4469094 cu.f t. = 161,522 cu. yds. Estimate of Pad & Dike 2459592 cu.ft. s . 9,096 ou.yds. Estimate of Topsoil Required- = 500 cu.yds. 1.8:1 Ratio Job Class III Date Designed By Herman Riggs Design Approval 11 I A&fk-St: NEWTON GROVE, NC INTRODUCTION: .doe Rose, plans to construct a 2480 Topping operation on a the PG-1 community.. He plans to pump effluent on coastal Bermuda grass. SITE CONDITIONS: ---------------- The site is located on Wagram sandy loam soils that are moderately sloping. The site has no restrictions. The nearest dwelling other than one that Mr. Rose owns is approx. 800' east of the lagoon. TYPE AND SIZE TOPPING(2480) OF OPERATION CLASS III DESIGNED BY HERMAN RIGGS DATE 11/8/89 APPROVED BY 41aAo..+tL �• .L�► �-- DATE g 11Sj gq PERMANENT STORAGE 2480 135 Ibs per hog 1 Cu Ft per Ib. TEMPORARY STORAGE 334800 Ibs of animal x ' 1.35 cu. ft. of waste per day per 1000 Ibs of animal wt. x 180 days RAINFALL LESS EVAPORATION 7" X 66850 sq. ft. surface area per 12"per ft RAINFALL — 25 YR. 1 DAY STORM 7" X 66850 sq. ft. of surface area per 12" per ft. TOTAL STORAGE NEEDED TOTAL STORAGE AVAILABLE CAPACITY IN GALLONS MANURE AND URINE PRODUCTION 2480 hogs x 2.1 tons per year 334800 Cu Ft 81356 Cu Ft 38996 Cu Ft 38996 Cu Ft 455152 Cu Ft 16857 Cu Yds 455200 Cu Ft 16859 Cu Yds 3404896 5208 T./yr. APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR NITROGEN (N) — 0.48 LBS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS (N) — 0.48 x 334800 x 365 1000 (N) — 58656.96 LBS IT IS ESTIMATED THAT APPROXIMATEXIMATELY 25 X OF THE NITROGEN WILL BE AVAILABLE FOR USE AS FERTILIZ LIZER f THE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND 14664.24 LBS. BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY IN RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD CONTACT: AGRONOMIC SERVICES DIVISION NCDA, BLUE RIDGE ROAD CENTER RALEIGH N.C. 27611 WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION. ----_------_-___--------------------------------------- ------------- FARROW —TO —FINISH FARROW —TO —FEEDER FARROW-70—FINISH , SOWS -------------------------------------------------------------------- ANIMAL EQUIVALENT LIVE WEIGHT 334800 1294560 3514160 --------------------------------------------------------------------- TOTAL LAGOON LIQUID TO BE IRRIGATED PER ANIMAL UINT/YEAR 2351040 9796000 26593040 ---------------------------- NITROGEN 8680 22320 96720 ------------------------------------------------------------------- PHOSPHATE 3472 9672 39680 ------------------------------------------ POTASHr------------------ 8680 24304 99200 —_-- ------------— CROPLAND CROW) —ACRES 47.12 131.44 545.6 -------------------------------------------------------------------- PASTURELAND (GRAZED) ACRES 24.8 71.92 297.6 HAYLAND—(COASTAL—BERMUDA GRASS) —ACRES -- — _____________________ 49.6 200.88 /CRd60(crIa11cr)/CRd60(crIv1 (cr)/CRd601crIk1 (cr}/CRd60(crIac1(cr) SEEDING SPECIFICATIONS AREA TO BE SEEDED PLY THE FOLLOWING: USE THE SEED MIXTURE INDICATED 2 AC. 1000 LBS. 8--8-8 FERTILIZER 4 TONS DOLOMITIC LIMESTONE 120 BALES SMALL GRAIN STRAW 100 LBS. FESCUE GRASS 70 LBS. OATS 100 LBS. BAHIA GRASS 8 LBS. WEEPING LOVE GRASS 24 LBS. HULLED BERMUDA GRASS 40 LBS. UNHULLED BERMUDA GRASS DIVERT ALL WATER TO A STABLE OUTLET aE NEAREST RESIDENCE IS 800 FT. T.B.M. ELEVATION ' 50 DESCRIPTION 20d Nail in base of white oak tree approx. 30' E. of baseline D sta. 0+0 SITE PREPARATION: EXCESSIVE WATER RUN—OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED NEEDED EROSION CONTROL PRACTICES. SEEDING: APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DRILL. WHEN A HYDRO —SEEDER OR CULTIPACKER TYPE SEEDER IS NOT USED. THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS /CULTIPACKER, ROLLER, OR LIGHT DRAG: SECURE MULCH WITH MULCH ANCHORING TOOL, DISK HARROW SET STRAIGHT, OR STALK CUTTER ON SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS SLOPE. DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION] VOLUME_--------- --------------------------------------------------- 6.0 27 DEPTH L L X W + L X W+ 4 X L X W I VOLUME_ -------------------------------------- 6 27 10 1 163 X 370 X 103 X 310 + 4 X 133 X 3403 VOLUME _---------------------- ------------------ 6.0 27 10.0 [ 2731201 VOLUME _------------------ 6.0 27 455200.0 CU. FT. AVAILABLE VOLUME _--------- 27.0 VOLUME = 16859.3 CU.YDS. 66850.0 s q . f t . 455152.2 cu. ft. needed SIDE SLOPES 3:1 INSIDE TOP OF LAGOON DIMENTIONS .DTH LENGTH 175 382 TOP OF DIKE ELEV. 49 BOTTOM ELEV. 36 FRONT OF PAD ELEV. �i©E��®®®BB®a������®®®■ ifs ■®®I®■■®®®®■■ ®®■ ®�■ee® TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM JO E ROSE' Confinement Building Top Width--4g.j) • Settled Top Elevation 48s0 Fluid Elevation Pit ii ' SS 3 �i SS 3 t_ 1^ SS r r if TREATMENT u LAGOON 'r pipe (Need's to be adequately supported) Depth = wiy Bottom Elevation 36 U. S. DEPARTHM OF AGAICVL'1'URE Soil Conservation Service LACATIM CODE PLAN OF E7 VATED WASTE STORAGE FaNA SC-ENG-40 S/83 i1ANa . 'JoG Rose R ACP / DAZE !1 8 89 DISTRICT SgM12D 380f met :t.ost _LTo 1 1 i+ /i. Y � A ;121 art. Tp► tLtr. z % x I ti art. @*t =* SLIT. LtMa1w 308, _ J Volume m depth Iar" of top) + (area of bottom) + (4 : ares midseetionO} a �_ Cn.lt. Ose Of faeility AnUMl Waste Capacity Gallans Volume cost-sbsring cu. It. Soil type n. N. description -- ';lad w o i white oak tree approx. 301 E, pE baseline n sta. 0 + 0 Elev. 50.0 -Bottom Elev. Normal liquid level Elev. 46.0 Storage for normal precip-(Pt) + Nazimum liquid level 81ev- b Storaga for: 25 yr. freq. preeip. MJ + 1.0 Crest Uw Elev. Stage (Ft.) + Fraeboard (Ft.) + _ 1,, Top of Dam Elev. 48.0 SdL• CONSERVATION SERVICE I 9E: JOE ROSE ADDRESS: NEWTON GROVE, NC EARTHWORK COMPUTATION SHEET PAD -------------------------------------- :STA.: END :SUM OF DIS.: DOUBLE ; : AREA :E.AREA : : VOLUMN ; -------------------------------------- . . : ---- : ------ : 196: 40: 7840: 2: 200: 196 :------- : ------ ; ---------- : ;---- ;------ : 561: 100: 56100: 3: 300: 365:------- :-----:---------- : : ---- : ------ : 756: 160: 120960: 4: 460: 391:------- ;-----:---------- : : ---- : ------ : 391: lo: 3910: 5' 470: 0' ----- ----------: : ---- : ------ : 0: -470: O: ' 0: 0: 0: 7' 0' 0' ----- `----'-----------' :----:------: 0: 0: 0: 8' 0 0' ------ '-----'----------' -- -:------; 0: 0: 0. :----;------: 0: 0: O: . ---- :------- ; 0 ; 0:' 0: ' : O' 0' 0' . ' ' 0: 0: 0: . : ---- : -------- : 0: 0: 0: l . ' : 0' 0' 0' . : ----: -------: 0: o: 0: , . ' 0: o: 0: 19: 0' 0' ----- `-----'-------- ' ----;------ : a: o: 0: _-_ :TOTAL : 188810: :---- --------------------------------- DOUBLE VOL /2 = 94405 Cu. FT. VOLUME = 3496.5 CU. YDS. COMPUTED BY HERMAN RIGGS DATE 11/8/89 ti UK.- JOE ROSE ,- LINE: 2+00 1 2 3 4 5 6 7 8 9 51.6: 48.9: 48.1: 48.0: 49.2: 51.6: 0.0: 0.0: 0.0: 0.0: i i i --i - -i I I- i-- - -I i ---- -+ 101. 220: 222: 200: 100: 101. 0: 0; 0; 0: 2 LIFE: 3+00 2 3 4 5 6 7 8 9 51.3: 48.9: 45.3: 45.8: 49.1: 51.3: 0.0: 0.0: 0.0: 0.0: 15: 220: 231: 200: 100'. 15: 0: 0: a: 0. 3 LINE; 4+60 1 2 3 4 5 6 7 8 9 i i i ai - --_ i -+--- +i - -- f--------+ 51.3: 48.9: 43.8: 45.3: 49.4; 51.3: 0.0: 0.0: 0.0; 0.0: +- +------i ---- +- I --- - i-- --- -+ 5: 220: 236: 200: 100: 5: 0: 0: 0: 0: 1: 489: 1: 11352: 2: 10582: 2: 10856: 3: 10656: 3: 9620: 4: 9840: 4: 4800: 5: 5160: 5: 492: 6: 0: 6: 0: 7: 0: 7: 0: 8: 0: 8: 0: 9: 0: 9: 0: 3M7: : 37120: � s 196: i-------i 0: 734: +-------+ 1: 11286: 2: M: 2: 11296: 3: 10580: 3: 9060: 4: 9820: 4: 458D: 5: 5130: 5: . 737: 6: a: 6: 0: 7: 0: 7: 0: 8: 0: 8: 0: 9: 0: 9: 0: i ..- i 1: 245: T--=- I: =i 112861 2: 9636: 2: 11540: 3: f0691; 3: 8760: 4: 9880; 4: 4530: 5: 5130: 5: 247: 6: 0: 6: 0: 7: 0: 7: 0; s. a. ; a. 9: a, 0l : 35581: :. 36363: L� 391: i I •r�*' ,1V�yC+.�rlf�t�r -'� 1rry'(�'p� E"y!C'is'��k r �g �} R'� �, ,' � I , • rY !• � � d",r�.�r �: � r:,;�j},jl ;4.s. r .,ir?��q�il,. .P m'�'�4 ,. ,t �• L `^ v • � )r� L��" � . �' � IA,�.r'.i��:''r��' ;�i;i r r, i � � llr� £ I ;,� _ , ti r�✓�s !�•5• tea/" � i r{ �•d"y�r �, �•r+ i ' ; YJ sl ', .. f��r� '.,M Y1. is ! ir,►� l i ,y-• '� ,' _•. y; �,I �L«, �j;:' � -xS• � ,, i r `'i ��T ''4 ff , k ..0 ,•ry '1 !.� '� r ,I '♦'>f.l, b.��U, I7• . S L L#: ��f-!1+.lP f� S .iW' Y'Y5 , .. 1 " .�? I.J ,I •' � ���•, F.i; �t`;�� ,'; 7. ,'� [� JJJ"'�,•Ti3�y{SLatwt��. ':l - �1 I} I, f `NIA• 1 �y r�"W'S ff. Jrry : .' ,Y.�t'. �-�.,^,•'1 r�r "'•';,f +,�' y ' y=�i' f, p .. I -M A` I. t .,r ,,• I ,' ,, ,� I Y qr �� - .1- `n#Lf` �,''� '� ,y`,., ler ',,. 1M ty.ji'r•,�!s� r' �1lI .. S!>•A'fi i�;"K}I,�� J .�,�''V ! :'F. it;�� Il`& . � � ,, .1'�.}5 iri �i hF`:.trl; R.r:.j - 1. � ' �; +a - ! ' � �i ky4 ,�', � r, �1 # � �'? Y 1'I'�' F�k•�Y�"�W}ri,Al�'y• ,"}` + e k e � ���- �� (�r k tl�f.G fLw >ya r .A�-, Si.•'.� .li"., f. {. �• I v T�,l �. ' L��'n' .. i; I. �'I -tiY s I r ";F•F' � L�74y, 5�,��1��. � � �t�'�r�� r lrAr � � 4.� � I ;r �ti:• ,A ,l •, F�r�l�l' '•��i,ax•�'. P �1 �rJ�..- ,t���. .{ I ' I� ,.�' , 5 . 5 I# '.5 . F :^ tY t 10L , i•3S xi 1 S t• r 'r•' r M1 ipa{,.1'�j�11, Igjrl,f i,i i' .'rrll •,+f 11 r� r S E 611. , ' '� i •j. r', ; . 'Fl !f 1 (' I ✓1. � Y". 1 < ' t 1�r•F •.+1 dj$i' 15 a rir.1 � ir�.�,• , �!* � 1 4 �n r• ; oe rs it t Sit t`J��. +. t w{4hh{iF r4��i1 X jr!�p� �7y' y 1706i ri:al.,,en Fj* �Fal rl r ti aJ i �•l� L� .�}�•�j�k5 .+. '''(�+�:1•!a�'Nk -1 taypl`l�r F�-,�"'r.'tK' eTe V t�;i { �r �'. • t a E ••A, 's?[- b Jf'S 51`I .1r•f-'t�`,rYf fRu�k1�r ':� 11t?xiL�'tf J�� ��"•���'#" � r. ' �l:�� '. � � ,v ,�; ���,1 •.� r { ! � ,i` ,�� r� ��+I� �•tr (fit f ti r'. r, Y �r� � I �,..�i' • ��t+�' t',n�A ,t, \� ��%' ,•> _ ii '' E 'f �} r.i�, xr, OPERATION AND MAINTENANCE PLAN ----r- -r sr - - - - - -------------- This lagoon is designed for waste treatment with minimum odor • control. The time required for the planned fluid levol.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 i method of disposal. Methods -of application include honey wagonss (sprayer or injection) and irrigation (center pivot, guns, or. travelers). Care needs to be taken when applying waste to prevent damage to crops -or runoff from the field. The following items are to.be carried out: t. Begin pump -out of the lagoon when fluid level reaches Invert' of outlet pipes. 2. Stop pump -out before fluid depth -is less than S feet deep (this prevents the loss of favorable bacteria). 3. The recommended maximum amount to apply per irrigation is one Inch, -and maximum recommended application rate Is 0.4 inch per hour. 4., At Is strongly recommended that the treatment lagoon•be precharged to 1/2 Its capacity to prevent excessive odors.during startup. Precharging reduces the concentration of the Initial - waste entering the lagoon thereby reducing odors. Solids should'. be covered with effluent at all times. S. Keep vegetation on the embankment and areas adjacent to the lagoon mowed. 6. Repair any eroded areas and establish In vegetation. 7. The Clean Water Act of 197T prohibits the discharge of _ .pollutants into waters of the United States. The Department of-.' Natd'ral Resources and Community Development (DNRCD), Wastewater Marlgement Section, has the responsibility for enforcing this law.. S.- All surface runoff Is to be diverted from the lagoon to adequate outlets. ` NOTE: An analysis of the waste water Can be obtained at, 3 commercial laboratories or at a fee of s3.00 per sample at: N.C. Department of Agriculture Plant Analysis Lab - Agronomic Division Blue Ridge Road Center Raleigh, N.C. 27611 Phones 919-733-2655 r v Coun NORTH CAROLINA State - Soil survey sheet (s) or code nos Approximate scalel" =' 139011 Prepared by U.S. Department of Agriculture, Soil Conservation Service cooperating Conservation District All -4 L -k' -N 11 o w . w r F- '4. 4.1110 Z Ar _A4 7 Ir ji qo< yE� 0 t fl -0 tk ov, IWO, P .7 A L . 5ki- rPUt I Ur Aloft 1 LUL I UHL OIL CONSERVATION .SERVICE EARTHWORK COMPUTATION SHEET EMBANKMENT NA. -E : JOE ROSE ADDRESS: NEWTON GROVE, NC +--------------------+-----+----------- :STA.: END :SUM OF : DIS.: DOUBLE : AREA :E.AREA : : VOLUMN : +----+------+-------+-----+----------- 1: 20: 0+-------------+-----------+ +----+------+ 213: 60: 12780: 2: 8O: 213:------------------------- ------------- 314: 80: 25120: 3: 160: 101:-------+-----------------+ t----+------+ 165: 100: 16500: 4: 260: 64 :--------------+----------- +----+------+ 251: 100: 25100: 5: 360: 187:--------+------------------ ------+------- 772: 100: 77200: 6: 460: 585:------------------- ------- ------------- 811: 110: 89210: 7: 570: 226:-------+------+----------+ +------------+ 264: 75: 19800: 8: 645: 38:------------------------f- -------------------------- ------------- 65: 100: 6500: 9: 745: 27:------------------------- -------------- 27: 100: 2700: 10: 845: 0: --------------------------- +—=---------- 0: —845: 0: Il: 0: 0:-------+-----+----------- +-----+------+ O: O: 12: 0: 0:-------f-----+----------- +----+--=---- - 0: . 0: 0: 13: 0: 0:-------------+----------- +-----------+ 0: 0: 0: 14: 0: 0: ------------------------- ------------- - 0: 0: 0: 15 : . 0: 0: -------------------------+ +-----------a- 0: 0: O: 16: 0: 0:------------------------- ------------- 0: 0: 0: 17: 0: 0:------------------------- -----+------- 0: 0: 0: 18: 1 0: 0:-------+-----+------------ -----+-------+ 0: 0: 0: 19: 0: 0:--------F------+-----------r ------+-------+ 0: O: 0: 20 : 0: 0: --------+-----+----------- -----+-------------------------------- :TOTAL : 2749101 --------------------------+------------ DOUBLE VOL /2 = 137455 CU. FT. VOLUME OF EMBANKMENT = 5091 CU. YDS. PLUS 10% SETTLEMENT = 509 TOTAL = 5600 CU. YDS. COMPUTED BY HERMAN RIGGS DATE 11/8/89 U*Z 4 -L*-PT OF AGR I CUL I UHL SOIL CONSERVATION SERVICE EARTHWORK COMPUTATION SHEET EXCAVATION r,-ME : JOE ROSE ADDRESS: NEWTON GROVE, NC +----+------+-------+------+-----_- -+ :STA.: END :SUM OF : DIS.: DOUBLE : AREA :E.AREA : VOLUMN ------------------- -+-----+----------+ 1 : 15: 0: -------+-----+------------+ +--=-+-------+ 1728: 45: 77760: 2 : GO: 1728 :-------+------+------------+ +----+------+ 3280: 140: 459200; 3: 200: 1552:-------------+-__-_----_+ +----+--_-_-: 2531: 100: 253100: 4: 300: 979:-------}-----+----------+ +----+------+ 1491: 63: 93933: 5 : 363 : 512 :------_-r------+----------+ +----+------+ 512: 16: 8192: 6: 379 : 0-:-------+-----+-----_---_+ +----+------+ O: -379: 0: 7' 0' 0'-------+-----+----------+ +----+------+ O: O: O: -+-----+----------+ +-----+-------+ 0: 0: 0: -}-----+----------+ +----+------+ 0' 0' o' 1 o : - 0: 0: ---------f------+----------+ +----+------+ o. o. 11: 0: ' 0:-------+-----+-----------+ +----+------+ o:- 0: 0: 12: 0: 0:------------------------+ +----+-------+ 0: 0: 0: 13: 0: 0:--------+-----+----------+ +----+------+ , 14 : 0: 0: -------+------+----------+ +----+------+ o: 0: 0: 15 : 0: 0: -------+-----+------__--_+ +----+-------+ 0: O: 0: 16: 0: 0:-------------+---------_+ +----+------+ 17: 0: 0:-------+-----+----------+ +---=+------+ O: O: 0: 18: 0: 0:-------+------+-----------+ -----}-_-_--+ 0: 0: 0: 19 : 0: 0: --------+-----+-----------+ +--- ---- ' 20 : 0: 0: -------+-----+------------+ +----+------+--------------+------------ :TOTAL : 892185: -------------------------------------- DOUBLE VOL /2 - 446092.5 CU. FT. VOLUME - 16522 CU. YDS. Nt--r-olu-1 L COMPUTED BY HERMAN RIGGS DATE I1/8/89 NW: 3+s 3 1NE: *tW- 1 2 3 4 5 6 7 8 9 43.8: 36.0: 36.0: 37.0: 40.8: 43.8: 0.0: 0:0: 0.0: 0.0: : Z34: 260: 363: 369: 300: 234: 0: 0: 0: 0: 1: 8424: 1: 11388: 2: 9360: 2: 13068: 3: 13431: 3: 13284: 4: 15055: 4: 11100: 5: 13140: 5: 9547: 6: 0: 6: 0: 7: 0: 7: 0: 8: 0: 8: 0: 9: 0: 9: 0: :I 59410: : 58387: : -512:- I • AE: 0+60 " 1- 2 3 4 5 6 .7 8 9 i 51.0: 36.0: 36.0: 44.1: 49.4: 51.0; 0.0: 0.0: 0.0: 0.0: 1: 7632: 1: 13260: ---4 2: 9360: 2: 13068: 212: 260: 363: 387: 300: 212: 0: 0: 0: 0: 3: 16M: 3: 13932: --+---- ---;- f---- - T 4. 19118: 4: 13230'. a _- ---= 5: 15300: 5: 10473: 6: 0: 6: 0: 7: 0; 7: 0: 8: 0: 8: 0: 9: 0: 9: 0: 67418: : 63963: -1128:- 2 LINE: 2+00- +------+ 1 2 3 4 5 6 7 8 9 48.0: 36.0: 36.0: 45.0: 48.1: 48.0: 0.0: 0.0: 0.0: 0.0: 0: 7920: I: 12480: +- + i 2: 9360: 2: 13068: - �- -- -+- .;.-------+-•-----_� ' 220: 260: 363: 390: 300: 220'. 0: 0: 0: 0: 3: 16335: 3: 14040: E - -+-- - 4: 18759: 4: 13500: ..--a--------E-- 5: 14400: 5: 10582: 6: 0: 6: 0: 7: 0: l: 0: 8: 0: 8: 0: 9: 0: 9: 66774. : ---0:: 636m: -1552:- 3 LINE: 3+00 1 2 3 4 5 6 7 8 9 +------4 +-------+ -----+-=-----� 45.1: 36.0: 36.0: 42.0: 44.0: 45.11::--- 0.0: 0.0: 0.0: 0.0: 1: $244: 1: 11726: T ___i i _--__- Ii 21 9360', 2. 13068: 229: 260: 363: 381: 300: 229: 0: 0: 0: 0: 3: 15246: 3: 13716: E----- 4: 16764: 4: 12600: i .-;� 5: 13530: 5: 10076: 6: 0: 6: 0: 7: 0: 7: 0: 8: 0: 8: 0: 9: 0: 9: 0: : 63144: : 61186: i .. .. ._..... ... ..u.�J _ t ------------------------- t , 1'�r G�wCufa -r+• - -{-'t :'- -- -,-L.. ... _ _. .. 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Or 5 :t.� �l All oil NV sy mh;, IN 17 14 T t NN I IZ' lx4r4Y.yIS nor IV, tp 46 Ir -1k A.*0 =TT- FOLSTSHANAG32CIM, Pr" C PT=FZCATZ ZZ=TS p1"&e retusa the Completed for= to the niviaicsx of SnV-J_-= mft tai 2iaaagamaat at the add--esa as the severae side of thin forms. Name of farm (Plea a print) : � JCa sc,. Jw...e Address: Rt-1 . Dox343A - - - - Nw%n N.C.. . 4%-3(4 Phone No . - 11JO- 2L4 - 04,r4 County:SG...osoh Fa-'= location; Latitude and Longitude:M _LZ -.3A 17L 16 (required) Also, Please attach a copy of a county goad map with location identified. Type of operation (swine, layer, dairy. etc.): Design capacity (number of animals) : 3&m jj;--�` Average size of operation (12 month population avg.) -_,jG90 ft-9-, h Average acreage needed for land application of waste (acres)s as�sa�ss�aasaasa:ar�s��s�sssassssasassaaas=�7armsars�sasasaasa:sasas�assaas�=� Technical SpeCialiat Certification As a technical specialist design;ed by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the fora named above has an animal waste management plan - that meets: the design, construction, operation and maintenance standards and specifications -of the Division of Environmental Management and the USDA -Soil Conservation Service anal/or the North Carolina Soil and Water Conservation Commission pursuant to'15A NCAC 21-1.0217 and I5A NCAC 6F .0001-.0005. The following elements and their corresponding mmitimlm c=iteria haue_.been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers),- liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stor=water runoff events less severe than the 25-year, 24-hour storm. - Na-. of Tech=ical Specialist ( Please Print) Affiliation: .Se:(„ CONS. Sap-Incr- Address (Age: cv) : Phone No. .517 - 9 162 - sir-ssature- - - Date: 9 — 2Q- cl1c -- sa�a���asa�s�aaasssa.:aasars saaaaa�;�eaas=aaaasa��a���ss3aasana:sssyras Owner/Ifazager Agreement I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of annual waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25--year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conse-^,ration District. ?ia=e a:! " -d Cwra.r (Please Print) .- JOe. Rase, _ Signature: Date: '2712 -f7 Nam. of Qer, if different from owner (Please print): Signature: Date: 'Tote: A c_'mnge in land ownership requires notification or a (if the approved plan is changed) to be submitted to Enviror_-aer_tal Management within 60 days of a title transfer. DEM USE ONLY:ACr=_W# new certification the Division of m ' i WASTE MANAGEMENT SYSTEM FOR JOE ROSE TABLE OF CONTENTS yr; 1 Cover Letter 2 Soils Map 3 Conservation Plan Map 4 SCS-ENG-538 (Soil Investigation) 5 NC-ENG-34 Hazard Classification 6 Lagoon Design Data 7 Waste Utilization Plan 8 Seeding Specifications 9 NC-ENG-12 (Excavation) 10 NC-ENG-12 (Embankment) 11 NC-ENG-12 (Pad) 12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon) 13 Typical View of A One -Stage Lagoon 14 Operation and Maintenance Plan 15 Specifications for Construction of Waste Treatment Lagoons 16 Topographical Map W/Lagoon &'Houses 17 Cross -Sections of Lagoon & Pad t USDA -SOIL CONSERVATION SERVICE UNITED STATES 303-D EAST ROWAN STREET DEPARTMENT OF ' 'PHONE (919) 592-7963 AGRICULTURE --------------------------------------------------------------- OPERATOR: JOE ROSE Please review the attached plan and specifications carefully. Retain this plan for your use and records. It is strongly recommended that you, your contractor and the Soil Conservation Service personnel are in agreement as to how the waste lagoon is to be constructed. SCS personnel will meet with all concerned parties and walk over the site to explain all flags and markings. It is important that everyone understands what is expected so that final construction meets plans and specifications and the job can be certified for payment (if ACP cost -share is involved). The pad dimensions and grades are the best estimate. The builder or contractor is responsible for final layout and design of the pads. SCS personnel will assist in a limited capacity, as its major concern is the proper design and construction of the waste treatment lagoon. The .actual amount of material required for pads and dam may vary from the estimates. The design will attempt to balance cuts and fills as close as possible. If additional material is required after construction is complete on the lagoon, the contractor and owner will negotiate on the price and location of the borrow area. It should be noted that certification of the lagoon will depend upon all specifications being met. Important items include length, width, depth, slopes, topsoil placement, correct elevations (top, bottom, discharge pipes), and seeding. ARE CULTURAL RESOURCES EVIDENT? Yes NO X DESIGN REQUIREMENT: �725,747 cu.ft = 26,880 cu.yds. ESTIMATE OF EXCAVATION: 563,409 cu.ft = 20,867 cu.yds. ESTIMATE OF PAD: 73,413 cu.ft ESTIMATE OF DIKE: 269,487 cu.ft ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: ESTIMATE OF TOPSOIL REQUIRED: = 2,719 cu.yds. = 9,981 cu.yds. 0 cu.yds 400 cu.yds. Ratio 1.6 : 1 --- Total Excavation = 20,867 cu.yds. Job Class IV Designed By: DOUG NEIMAN 05/04/94 Date Design Approval Date Won~ '•ce• ;ir.' "i� `err ' • r :� - . I T - •_ - - -gj�,�yy�'�'�K'�_ _ ey • -_ .t _ 593 W r `` tip' -�I •� {Y� __ ow-•'- •tip _ - � .tit "' :1 r, yi - �- -_ - ::_�:�- - _ .� �-� __,.fir.--" _ _� ,• - . ..�.. .a.- . '�;_ �•��.: c. - _ ' •`. - •���_• � err � r � `•y --. '�, - - , �.- - - _ - __ ��J� _ � v-e• :ems'{ a i?..+'' .;.a;�:�'='i;�'�*'-� �•D -- - •'. .�i �►�'-.�: .':.,_ it`s:- ..¢+ T -a_• _ V%r� _- t_��� Ins N pin 27 Ox- ift fit ' 1'\.�� _• _- __ __-��i _iNi .:-�_�i-i. •�. ��••• ® tom-- _ - __ _ y -..; ` � y�•�;.x/�1 �" � \+�L;� Y:h��tt�= �,. .�'r�>_t-:;. fix= _4�, -"sue =?�.t� `y���� �`�L:�1 � �ii k���'�: .-. x�- - - -� < :t;F'"!'�'-•' • 1- WASTE UTILIZATION PLAN • ---------------------- Owners name--:JOE ROSE County:SAMPSON Mail Address-:CLINTON Type of production unit ---- :Feeder to Finish Number of animal units -----: 3680 Type of waste facility ----- :Anaerobic Lagoon Temporary storage period---: 160 days Method of application ------ :Irrigation Amount of animal waste produced---------------- . 6992 tons/year Amount of plant available N produced by animals-: 8464 lbs./year Commercial N to apply on planned acreage--------: 0 lbs./year Your animal waste utilization plan has been specifically developed for your swine operation. The plan is based on the soil types, crops to be grown, and method of application for your particular operation. The waste must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each applicatiop cycle and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crop'to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always --apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or not more than 30 days prior to planting. Soil incorporation of waste will conserve nutrients and reduce odor problems. Pr Page 2 The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less based on the waste analysis report for your waste management facility. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to Acres to No. No. Type Code /Acre /Unit Used Apply Overseed 2871 2 FaB L 0 133.00 598.5 S-APRIL 4.5 2871 1 Ln L 0 133.00 332.5 S-APRIL 2.5 2871 1 GoA L 0 133.00 665 S-APRIL 5.0 2871 1 FaB L 0 133.00 997.5 S-APRIL 7.5 2871 2 FaB C 6 50.00 4.5 1350 MAR-OCT 2871 1 Ln C 5.5 50.00 2.5 687.5 MAR-OCT 2871 1 GoA C 6.5 50.00 5.0 1625 MAR-OCT 2671 1 FaB C 6 50.00 7.5 2250 MAR-OCT Total 19.5 8506 19.5 Available Nitrogen (includes commercial) 8464 Surplus Or Deficit -42 Crop codes: Crop -unit A=Barley-bu. I=Oats-bu. B=Bermudagrass(graze)-tons J=Rye-bu. C=Bermudagrass(hay)-tans K=Small grain(graze) -acre D=Corn(grain)-bu. , L=Small grain(hay)-acre E=Corn(silage)-tons M=Sorghum(grain)-cwt. F=Cotton-lbs. lint W=Wheat-bu. G=Fescue(graze)-tons Y=Fescue (pasture) -tons H=Fescue (hay) -tons Z=Bermudagrass(pasture)-tons Page 3 If more commercial fertilizer is used than shown in this plan, then additional acres of land may be needed. A three to fifteen feet wide permanent grass filter strip should be seeded along all ditches in fields that receive animal waste. Additional comments: -------------------- Prepared by : Title : ,-'Sc-Date: Y. Concurred in by: 12 Date: 61 Producer I understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. Date: Producer Technical Specialist: (Copy to producer and copy to case file) Date: i '1 �y t �4'� ry r_ 't v• { 5 ,1. yt`.. , 1;. -r� r i. �' ti ;► a s - •- Y-�: -Y N •�rL yr) �� .(,C � �t � '1' 1 ~ `' �, • 1 '',�'• �) 6 l Yt4',� I,t k 5F� 1 • l � •Y 'i✓ • ' �Ir'�£'' 'ill i�';yA, i ,•r'i,l. + L,� ,s '�� � `*+ �7. fir t,Sr }.: "L \ sla �..� �, .,'.rl 't • '- Lit 4 w. r +.�� +� � i - ..: � - + ff77 i -Ni. L'�; 1 'a r _ J i ' 1 • � , Ac ,..j L 1�:.i!r' t. •- r ?S.J� LhlFN�ir�+K',ib 1-r - ti• 'rf.*1 A IJlt ry ti,.,.0 {w a I1 I+I �qe rl,�1.* �r 1y.,tyl��^., 1,: •V'i i.♦ ,} A� il'.d f11 �t� }(f5. �. i•, 'S M} Sfi � " `�i'. �, .•�. •1:�..l s r-,' rti 'i � + * iE.'� ;1� , 3 !'r ' � r . ti• � y, j ` �•, �.,'t '�' �'� �+:i'ti ,j',,•, ••.' �' s '�71 tic•. 5;�� .'',^h � ., • ,1; dig ',. J,.' ,. ( 'Y7'•. 't• �'1' ' 't;.t�: ', •?,�, a/ S:�i',( , �• �"'� Sl'`�yT��slf� � 1 �Y• .,, ! ri s � 't. ''i' 'l. r ���M +" ��.• r 1, �11 � 'r '"�, '. t'y In��;i{':. �L :i�, r 1;�. .'�;. ,. ,,« .JZ , i ', NL,L '• -i •? i .. Y"�'$ *' a i�; t a + .. ' �+, �� i"""}}}t��, ��,yyy'''-� � .�'S �ti'.1 .r:..rjr,r. • • i ,��„ { M� t` �, Irr r � i,r .rr •�11,�,�� (1^w a - � .. �r/fi ty,�.y� X �, yF{ � 'r A r ,tr ` ,. r 1 f. � 1(!!?�•.{ '�.,- 2r' 4-1 �i^ a+'+ .� �. h� r `fir. •.t .! I r •- � � ;, _ _ r �bj17� `'I rl t :C 04 rT IT 'fits 7 ' North Carolina Agricultural fxttnsron Service Agri -Waste Management W+���1M�'�Y^�8 WMCmsmL4Wwyy L7VZS= Qa= SiffiL= . RLMM ate G:LCQS1' ON OF IA APrA.ICA=D9 RA=S Jams C. Barker* A. Swi•3oUd Im lie L. Sid directly from lot into spreader •. ?r■m bird spread=. colact; abeos Z 1s of swum from dilgasst locations using rsrtallls solles'tsn. 11.. !rani ads a. Coll wet about 2 lbs of =mmurs from index the xmctmm crust { S"d4iag baddiag aatsri als mad win ea13 act�ss . 3. 1.4 gsi4 mmme 92=my i. Dudar- slotted- fl.aor pi= - a.. Jktrad a 1/2a norantallic ca-aduit open on both ends into senurc. to pit floor. b. Seal tamper and of condmit (a.&., by Plael a thumb over end . of conduit) =capping nw==* that has anzsred lower sad, rows and =Wty slurry .into plastic bucket or =Mmtallic oaatalsrr. c. Sake subsamplas from 5 or sore locations or at least l gmarz. d. Miz and add about 3/4 pint cc nommetallic sawgle omtsiaar. ii . Uzerior stamp basin or tank a. lams acne mmme bsm been m*U mixed with a ligold suntan "oppar-agitator pump or propeller a¢Catsr. b. Tow aiMmwlee !ss ab"m 3 pit Imasomra. !tea foomm pm* w ftm iw� qm adw a" }Lr to a lWsm+w bwdm. • and �riaM►ltaral vmpmn se. /erib QMOLIM Stain VALVersity, ■aleto. ■C. At IJL_i!VnE n f'ayt21 of 3 II. SWu P#iFM=1M AND TRAMSM �- A. Place sample into an expandable container that can be sealed. Rinse rssidms frog container with clean water but do not use disinfectants, soaps, or treat in any other way. B. Pack sample in ice, refrigerate. freeze, or transfer to I" quickly. C. Hand -delivery is most reliable way of sample transfer, D..If mailed, protect sample container with packing material such as Newspaper, box or package with wrapping paper, and tape. E. Conmercial sample containers and mailars are also available.' Contacts: I. ALL Eastern. Agricult=1 tab, Inc. iii. Polyfoax Psckars Corp. 7621 Nbitapine Road 2320 S. Foster Ateane Sicbmand, 9A 23237 _ ihooling, IL 60090 Ph: (804)743-9401 Ph: (312)398-0110 ii. Pisbw Scientific Co. iv. RUCO • 33LS Winton Road 901 Janesville Avensua Raleigh, NC 27604 port Atkinson. 91 53538 Pb: (919)876-2331 Ph: (414)363-2446 P. Private a=lyrical labs are available, but sample analyses ara costly. rr. C. 3ba 9= provides this sarvice for North Caroliaa residents. I. Address: Noa:tb Catroltaa Depsartasat of Agriculture Agrft a d KvisIM Plant/Vasts/'Solution AAv wiry Section Blue Ridge Eoad Cantor P.O. Boa 27647 Raleigh, NC 27611 Ph: (919)733-2655 Attic: Dr. Ray Campbell ii. Forward $4 along with the sample. iii. Include the folloving identification information with sample: a. Livestock species (dairy,-svino, turkey, etc.) b. Livestock usage (swine -nursery, finishing; turkey -breeders. brooderhouse, grower. Hsu sber flocks grows on litter; etc.) c. Waste type (dairy -lot scraped asaxt=e, liquid slum; xvine-pit slurry, lagoon liquid, sludge: broiler-bouse litter, stoc4ile iv. Routine analyses performed on all samples: ■. P. L. Ca. 9s. ga. _. Pe, rr, Additional analysas parforwod upon rest- DK. 31a. Cd. St. Pb SCS-EMG-SN U. i OEPARTM"T Of AGRICULTURE Ex 5.7E sm COMURVATMIN SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE . • SHEET NO. WORK CROPLAND -ACRES •. r . . -a • • • • SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE APR-,- -=I- 1---fa-t) ' rW■r■�■Wrrr■r ■ Im ■t ��t■■■■a■� ■rya ■■rir■■r■in■i,r.'`i ��L�■■■■ ■■r■■r■r!r ft�E 1.10- ro 0rrrr fit►];©;QQ©f� 0!� D �m;©!©iD�m�©Q�fi�iiQ:El!F7iDi�iQ ®c��i,■ ■■ ■ ■�■ r ■ r■�■ mar r�■�■ r�r r!r�■ BORINGS r �O i:.�, t -r-k, 5C U . S . Department of A9r1 cul ture 5oii Conservation Service HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner J _ k',= - County r• Community or Group No. Conservation Plan No. NC-ENG-34 September 1980 Estimated Depth of Water to Top of Dam 1 % ' Ft. Length of Flood Pool y.y o Ft. Date of Field Hazard Investigation A� Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. :-Est. Elev. :Est. Elevation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Flood Plain: Flood Plain Ft. Ft. Ft. Ft. l�on� 3 . Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach A SUDDEN FeTt 1J2F nr cTRUCIIIRE WILL W01 ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTA I ON. Hazard Classification of Dam i(il b, c) (see NEM-Part 520.21) Dam Classification (1, II, III,= , V) e a i Concurred By name (title) NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. Date k,, IF Date L Operator:JOE ROSE County: SAMPSON .distance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) Date: 05/04/94 1500 feet 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. = 0 lbs 3680 head (finishing only) x 135 lbs. 496800 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. 4 0 lbs Describe other : 0 lbs Total Average Live Weight = 496800 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 496800 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW Volume = 496800 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 0 w is ER T rEQ%3 ESTS 00 5 " "E' 5MV-A4e. SwD4E WILL - Volume = 0 cubic feet '"OVED AS NEEDED. 4. TOTAL DESIGNED VOLUME Inside top length (feet) ----------------------- 450.0 Inside top width (feet)---------------------- 205.0 Top of dike elevation (feet)----------------- 46.0 Bottom of lagoon elevation (feet)------------ 34.0 Freeboard (feet)------------------------------ 1.0 Side slopes (inside lagoon)------------------ 3.0 : 1 Total design volume using prisrrmoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 444.0 199.0 11.0 AREA OF TOP LENGTH * WIDTH = 444.0 199.0 `88356 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 378.0 133.'0 AREA OF MIDSECTION LENGTH * WIDTH * 4 411.0 166.0 50274 (AREA OF BOTTOM) 272904 (AREA OF MIDSECTION * 4) CU_ FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6 88356.0 272904.0 50274.0 1.8 Total Designed Volume Available = 754479 CU. FT 5.- TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 450.0 205.0 92250.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 92250.0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 Volume = 496800 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days Volume = 907488 gals. or 121321.9 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system or excess water. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallon 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 inches * DA / 12 inches per foot Volume = 53812.5 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7.0 inches / 12 inches per foot * DA Volume = 53812.5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 121322 cubic feet 5B. 0 cubic feet 5C. 53813 cubic feet 5D. 53813 cubic feet 6. SUMMARY Temporary storage period=====________=______> 180.days Rainfall in excess of evaporation====-______> 7.0 inches 25 year - 24 hour rainfall====______________> 7.0 inches Freeboard==_____________________________=___> 1.0 feet Side slopes=====____________________________> 3.0 . 1 Inside top length=====___________________.___> 450.0 feet Inside top width====________________________> 205.0 feet Top of dike elevation===== __________________> 46.0 feet Bottom of lagoon elevation=====_____________> 34.0 feet Total required volume_______________________> 725747 cu. ft. Actual design volume===________ ____________> 754479 cu. ft. Seasonal high watertable elevation (SHWT)===> 40.7 feet Stop pumping 42.0 feet Must be > or = to the SHWT elev.====______> 40.7 feet Must be > or = to min. req. treatment el.=> 40.0 feet Required minimum treatment volume=====__=___> 496800 cu. ft. Volume at stop pumping elevation= __ _________> 506448 cu. ft. Start pumping elev.====_____________________> 44.3 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr - 24 hr rainfall===> 700667 cu. ft. Volume at start pumping elevation=====______> 693571 cu. ft. Required volume to be pumped======__________> 175134 cu. ft. Actual volume -to be pumped=====_______=_____> 187123 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: DATE: APPROVED BY: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 2.0 ACRES USE THE SEED MIXTURE INDICATED AS FOLLOWS: 0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE .SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1.TO MARCH 30 LBS. APPLY THE FOLLOWING: 2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN_DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. OH-IRM 2/15/88 PLANNED QUANTITY CALCULATIONS prepared for Joe Rose US Department of Agriculture Soil Conservation Service in Sampson County, North Carolina Designer : D. Neiman Checker Date : 06/16/94 Date Feeder to Finish (PAD) ** EXCAVATION ** ** FILL ** Top Left Right Off-CL CL Dist Area Volume Area Volume Width SS SS (ft) Sta (ft) (SgFt) (Cu.Yds) (SgFt) (Cu.Yds) 325 3:1 3:1 110.0 0+00 0.0 314.2 100 0.0 962.0 325 3:1 3:1 110.0 1+00 0.0 205.3 100 0.0 1865.8 325 3:1 3:1 110.0 2+00 0.0 282.8 60 0.0 2718.6 325 3:1 3:1 110.0 2+60 0.0 484.7 OH-IRM 2/15/88 CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for Joe Rose US Department of Agriculture Soil Conservation Service in Sampson County, North Carolina Designer : D. Neiman Checker Date : 06/16/94 Date Feeder to Finish (PAD) TEMPLATE DATA: Beginning Elevation = 47.14 Beginning Station = 0+00 0+00 to 2+60 d/3cl325\3 'CTION NUMBER 1 Centerline Station 0+00 ORIGINAL DATA: 0.0 / 46.6 100.0 / 46.1 200.0 / 45.9 500.0 / 47.1 SECTION NUMBER 2 Centerline Station 1+00 ORIGINAL DATA: 0.0 / 47.0 100.0 / 47.3 .500.0 / 47.5 2.00.0 / 46.3 -.00052 ft/ft 300.0 / 46.1 400.0 / 46.6 300.0 / 46.1 400.0 / 46.6 SECTION NUMBER 3 Centerline Station 2+00 ORIGINAL DATA: 0.0 / 46.3 100.0 / 47.8 200.0 / 47.1 300.0 / 45.6 400.0 / 45.4 500.0 / 45.5 SECTION NUMBER 4 Centerline Station 2+60 ORIGINAL DATA: 0.0 / 47.4 100.0 / 47.6 200.0 / 46.9 300.0 / 45.5 400.0 / 43.3 500.0 / 44.0 OH-IRM 2/15/88 PLANNED QUANTITY CALCULATIONS prepared for JOE ROSE US Department of Agriculture Soil Conservation Service in Sampson County, North Carolina Designer : DOUG NEIMAN Checker Date : 06/16/94 Date FEEDER TO FINISH ** EXCAVATION ** ** FILL ** Left Right Off-CL CL Dist Area Volume Area Volume SS SS (ft) Sta (ft) (SgFt) (Cu.Yds) (SgFt) (Cu.Yds) 3:1 3:1 136.0 0+00 0.0 19.0 100 0.0 .44.6 3:1 3:1 136.0 1+00 0.0 5.0 100 0.0 56.2 3:1 3:1 136.0 2+00 0.0 1.3 100 0.0 90.9 3:1 3:1 136.0 3+00 0.0 17.5 100 0.0 370.8 3:1 3:1 136.0 4+00 0.0 133.7 50 0.0 604.5 3:1 3:1 86.0 4+50 0.0 118.7 112 0.0 1153.9 3.1 3:1 86.0 5+62 0.0 146.2 112 0.0 2082.8 3.1 3:1 136.0 6+74 0.0 301.7 50 0.0 2645.2 3:1 3:1 136.0 7+24 0.0 521.7 100 0.0 4531.0 3:1 3:1 136.0 8+24 0.0 388.6 100 0.0 5721.6 3:1 3:1 136.0 9+24 0.0 254.3 100 0.0 6790.9 3:1 3:1 136.0 10+24 0.0 323.1 100 0.0 8485.4 3:1 3:1 136.0 11+24 0.0 591.9 112 0.0 9853.2 3.1 3:1 136.0 12+36 0.0 67.5 100 0.0 9980.6 3:1 3:1 136.0 13+36 0.0 1.2 FEEDER TO FINISH (continued) 06/16/94 SECTION NUMBER 4 Centerline Station 3+00 ORIGINAL DATA: 0.0 / 45.6 100.0 / 45.5 200.0 / 44.0 SECTION NUMBER 5 Centerline Station 4+00 ORIGINAL DATA: 0.0 / 45.4 100.0 / 41.2 200.0 / 40.8 SECTION NUMBER 6 Centerline Station 4+50 ORIGINAL DATA: 0.0 / 42.5 100.0 / 41.2 200.0 / 45.5 SECTION NUMBER 7 Centerline Station 5+62 ORIGINAL DATA: 0.0 / 38.3 100.0 / 40.8 200.0 / 55.0 SECTION NUMBER 8 Centerline Station 6+74 ORIGINAL DATA: 0.0 / 35.5 100.0 / 37.4' 200.0 / 38.3 SECTION NUMBER 9 Centerline Station 7+24 ORIGINAL DATA: 0.0 / 40.8 100.0 /- 37.4 200.0 / 31.4 SECTION NUMBER 10 Centerline Station 8+24 ORIGINAL DATA: 0.0 / 44.0 100.0 / 38.3 200.0 / 34.1 "ECTION NUMBER 11 Centerline Station 9+24 ORIGINAL DATA: 0.0 / 44.8 100.0 / 40.6 200.0 / 36.0 page 2 FEEDER TO FINISH (continued) 06/16/94 SECTION NUMBER 12 Centerline Station 10+24 ORIGINAL DATA: 0.0 / 43.2 100.0 / 38.6 200.0 / 35.9 SECTION NUMBER 13 Centerline Station 11+24 ORIGINAL DATA: 0.0 / 42.6 100.0 / 35.5 200.0 / 31.7 SECTION NUMBER 14 Centerline Station 12+36 ORIGINAL DATA: 0.0 / 39.1 100.0 / 42.6 200.0 / 43.2 SECTION NUMBER 15 Centerline Station 13+36 ORIGINAL DATA: 0.0 / 45.9 100.0 / 45.9 200.0 / 45.9 page 3 OH-IRM 2/15/88 JOE ROSE CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for in US Department of Agriculture Soil Conservation Service Sampson County, North Carolina Designer : DOUG NEIMAN Checker Date : 06/16/94 Date TEMPLATE DATA: Beginning Elevation = 46 Beginning Station = 0+00 0+00 to 1+00 1+00 to 2+00 2+00 to 3+00 3+00 to 4+00 4+00 to 4+50 4+50 to 5+62 5+62 to 6+74 6+74 to 7+24 7+24 to 8+24 8+24 to 9+24 9+24 to 10+24 10+24 to 11+24 11+24 to 12+36 12+36 to 13+36 SECTION NUMBER 1 Centerline Station 0+00 ORIGINAL DATA: _ FEEDER TO FINISH d/3cll2\3 0.00000 ft/f t d/3cll2\3 0.00000 f t/f t d/3c112\3 0.00000 ft/ft d/3c112\3 0.00000 ft/ft d/3c112\3 0.00000 ft/ft d/3cl12\3 0.00000 ft/ft d/3c112\3 0.00000 ft/ft d/3cl12\3 0.00000 f t/ft V3cl12\3 0.00000 ft/ft d/3cl12\3 0.00000 ft/ft d/3cll2\3 0.00000 ft/ft' d/3c112\3 0.00000 ft/ft d/3c112\3 0.00000 ft/f t d/3c112\3 0.00000 ft/ft 0.0 / 48.3 100.0 / 46.4 200.0 / 42.6 SECTION NUMBER 2 Centerline Station 1+00 ORIGINAL DATA: 0.0 / 47.8 100.0 / 47.4 200.0 / 43.2 SECTION NUMBER 3 Centerline Station 2+00 ORIGINAL DATA: 0.0 / 47.1 100.0 / 46.7 200.0 / 44.8 OH-IRM 2/15/88 PLANNED QUANTITY CALCULATIONS prepared for JOE ROSE US Department of Agriculture Soil Conservation Service in Sampson County, North Carolina Designer : DOUG NEIMAN Checker Date : 06/14/94 Date Job Number 021 Left Right Off-CL SS SS ( ft ) 3:1 3:1 336.0 3:1 3:1 336.0 3:1 3:1 336.0 3:1 3:1 336.0 3:1 3:1 336.0 FEEDER TO CL Dist Sta (ft) 122+.5 78 2+00 100 3+00 100 4+00 123 5+23 FINISH ** EXCAVATION Area Volume (SgFt) (Cu.Yds) 1344.3 4067.9 1490.1 9953.6 1688.1 15785.1 1460.9 20867.0 770.2 ** FILL ** Area Volume (SgFt) (Cu.Yds) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OH-IRM 2/15/88 JOE ROSE US Department of Agriculture Soil Conservation Service CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for in Sampson County, North Carolina Designer : DOUG NEIMAN Checker Date : 06/14/94 Date Job Number 021 FEEDER TO FINISH TEMPLATE DATA: Beginning Elevation = 34 Beginning Station = 122+.5 122+.5 to 2+00 2+00 to 3+00 3+00 to 4+00 4+00 to 5+23 SECTION NUMBER 1 Centerline Station 122+.5 ORIGINAL DATA: 0.0 / 46.3 100.0 / 47.1 500.0 / 36.1 600.0 / 32.9 SECTION NUMBER 2 Centerline Station 2+00 ORIGINAL DATA: 0.0 / 46.1 100.0 / 47.3 500.0 / 38.6 600.0 / 35.9 C\3CL133/3 C\3CL133/3 C\3CL133/3 C\3CL133/3 0.00000 ft/ft 0.00000 ft/ft 0.00000 ft/ft 0.00000 ft/ft �200.0 / 48.0 300.0 / 46.8 400.0 / 42.9 200.0 / 47.8 300.0 / 47.4 400.0 / 43.2 700.0 / 31.7 SECTION NUMBER '3 Centerline Station 3+00 ORIGINAL DATA: 0.0 / 45.9 100.0 / 46.3 200.0 / 47.1 300.0 / 46.7 400.0 / 44.8 500.0 / 40.6 600.0 / 36.0 700.0 / 29.7 SECTION NUMBER 4 Centerline Station 4+00 ORIGINAL DATA: 0.0 / 46.1 100.0 / 46.1 200.0 / 45.6 300.0 / 45.5 400.0 / 44.0 FEEDER Tb FINISH (continued) 06/14/94 500.0 / 38.3 600.0 / 34.1 700.0 / 27.1 page 2 SECTION NUMBER 5 Centerline Station 5+23 ORIGINAL DATA: 0.0 / 46.8 100.0 / 47.0 200.0 / 45.5 300.0 / 41.8 400.0 / 39.3 500.0 / 36.1 600.0 / 30.7 700.0 / 26.1 N r ,+ PLAN OF EXCAVATED WASTE STORAGE PIT NAME: r-'.1 Date: county: f� A. • ?c'r rJ Address: ' ' I r J 'Q C F 4 Iif of sups 36ro t 1 � e �Ir \ � �� � >MIA SECT{4i� ��• /�/ RC� R (Sae beck for vote calwlatiam) Use of facility: FE ME Capacity: (a,a 35rt, -5 G dons -1 a4. LV-1q Soil Type: Bench Mark Description N,4 7� 77, Bottom Normal Liquid Level Storage for normal Precip. Kaximum Liquid Level 25 yr. Storm Storage Crest AM Kax.Flow Depth Freeboard Top of Dam Elev. Elev. (+) Ft. Elev. 4 (+� Ft. Elev. (+) Ft. Elev. 4 Confinment Building Pit TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM Top Width 1 2- Pipe Invert Elevation Settled Top Elevation SS 1 : SS SS TREATMENT LAGOON ij Depth + Pipe (needs to he adequately supported) Bottom $levation NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE PLACER AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for'the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building (s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be.carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. when precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 44.3 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 42.0 This temporary storage, less 25 yr- 24 hr storm, contains 175134 cubic feet or 1310006 gallons. r SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SHEET 1 OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: ----------------------------------- The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent 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 will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall -be installed using the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 fe~et in height and with an impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled. as specified to grade with a SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR"SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that 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. 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- blished 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: N. 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 tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH. -- - - - - - - 4- 1106mv 1 EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) 9r}-gi? '_ 41 EMERGENCY MANAGEMNET SERVICES (EMS) 910 's-,a gq(, SOIL AND WATER CONSERVATION DISTRICT (SWCD) _glo-s'�o,- 7y0 - NATURAL RESOURCES CONSERVATION SERVICE (NRCS) _ 91o_,51-k- 710 COOPERATIVE EXTERSION SERVICE (CES) _ 910-Spa.-7&/ This plan will be implemented in the event that wastes from your operation are leaking,` overflowing or running off site. You should not wait until wastes reach surface waters or leave you 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 accessibfe location for all employees at the facility. The following are some action items you shout take. - i . Stop the release of wastes. Depending on the situation, this may ore may not bey possible. Suggested responses to some possible problems are listed belwo. f-= A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that cause the runoff. e. Evaluate the application rates for the fields where runoff occurred. C. Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators -action include: a. Stop recycle pump. b. Stop irrigation pump. C. Make sure siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. 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 from the embankment to catch all seepage; put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 1 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 notes, 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 the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -. After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the sitution. b. if spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Helath Department. d. Contact CEs, phone number - , local SWCD office phone number - -, and local NRCS office for advice/technical assistance phone number - -. 4. If none of the above works call 911 or the Sheriff's Department and explain you problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize off - site damage. a. Contractors Name: b. Contractors Address c. Contractors Phone: 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name:er- b. Phone: 910-spa.- 75c3 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. 2 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production ( ) Vegetative or wooded buffers; ( ) Recommended best management radices; .Ip/Good judgment and common sense Animal body surfaces Dirty manure -covered animals 01 Dry floors Floor surfaces Wet manure -covered floors V1 tted floors; (: Waterers located over slotted floors; ( ) Feeders at high and of solid floors; I. I Scrape manure buildup from floors; ( ) Underfloor ventilation for drying Manure collection pits Urine WFroquent manure removal by flush,pit recharge,or scrape Parital micorbial decomposition ( I Underfloor ventilation Ventilation exhaust fans Volatile gases; ' --LLan maintenance; Dust G4tfficient air movement Indoor surfaces Dust ( ashdown between groups of animals {) Feed additives; () Feeder covers; () Feed delivery downspout extenders to feeder covers lush tanks Agitation of recycled lagoon () Rush tank covers liquid whiles tanks are filling {) Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater () Underfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon () Extend rachard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling O Sump tank covers and drawdown Outside drain collection Agitation during wastewater Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions WProper lagoon liquid capacity Biological mixing (--)//Correct lagoon startup procedures Agitation (4 inimum surface area -to -volume ratio (�) Minimum agitation when pumping { } Mechanical aeration { } Proven biological additives Irrigation sprinkler nozzles High pressure agitation 04"Irrigate on dry days with little or no wind Wind draft (%,Minimum recommended operation pressure (.K Pump intake near lagoon liquid surface ( I Pump from second -stage lagoon AMOC--November 11, 1996 :orage tank or basin Partial microbial decomposition (} Bottom or midlevel loading surface Mining while filling { J Tank covers Agitation when emptying f l Basin surface mats of solids (J Proven biological additives or oxidants Settling basin surface Partial micobial decomposition { 1 Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying { J Remove settled solids regularly Manure, slurry or sludge Agitation when spreading { J Soil injection of slurry/sludges spreader outlets Volatile gas emissions (J Wash residual manure from spreader after use ( J Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges or sludge on field surfaces ( ) Soil incorporation within 48 hours ( ) Spread in thin uniform layers for rapid drying ( ) Proven biological additives or oxidants Dead animals Carcass decomposition Proper disposition of carcasses Dead animal disposal Carcass decomposition { J Complete covering of carcasses in burial pits pits ( I Proper location/construction of disposal pits Incinerators Incomplete combustion ( ) Secondary stack burners Standing water around Improper drainage "Grade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter +anure tracked onto public Poorly maintained access roads Farm access road maintenance ads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule18MP 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: Underfloot Fiuse—Lagoon Treatment; EBAE 129-88 NCSU-SAE Lagoon Oesig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assuranc Program: NPPC Manuel NC Pork Produces Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked (Vf pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. andowner Signature) AMOC--November 11, 1996 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids NeFlush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. () Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Vegetative Decaying vegetation NoMaintain 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 ( Design, operate and maintain food systems (e.g.. bunkers and troughs) to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of toed residues (V'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). {) Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes ( I Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. () Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). AMIC--November 11, 1996 4 ,ry Manure Handling Accumulations of animal wastes (! Remove spillage on a routine basis (e.g. 7-10 day' Systems interval during summer; 15-30 days interval during winter! where manure is loaded for land application or disposal. f ! Provide for adequate drainage around manure stockpiles. I I Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked (-, pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. 41 (Landowner Signature) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7513. AMIC—November 11, 1996 It MORTALITY MANt^,C`MENT METHODS (check which method(s) are being implemented) { } Burial three feet beneath the surface of the ground within 24 hours after knowledge al the death. i r;e burial be at leas- 3QQ leer from any flowing steam or public body of water. { Rendering at z rendering plant licensed under G. S. 106-188.7 ( ) Complete incineration { } In the case of dead poultry ordy, piacing in a disposal pit of a size and design approved by the Depa; ; +e--t of Agriculture. Y { } Any marhod which in the profess.o:nal opinion of tl,e Sta.a Veterinarian would crake possible 6"Me salvage of par of a dead animal's vcl:.'=- without endance ri.-C human or anlrnai (Written GoarQVal OT te)e Slate VeLerinGI is s must be z74acihed} State of North Carolina Department of Environment, Health and Natural Resources James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary November 13, 1996 Joe Rose Rose Swine Rt 1 Box 303-A Newton Grove NC 28366 SUBJECT: Operator In Charge Designation Facility: Rose Swine Facility ID#: 82-101 Sampson County Dear Mr. Rose: 'RELE�IVE® Nov 19 1996 FAYE Wi EV'1LLE REG, OFFICE Senate Bill 1217, An Act to implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly, requires a certified operator for each animal waste management system that serves 250 or more swine by January 1, 1997. The owner of each animal waste management system must submit a designation form to the Technical Assistance and Certification Group which designates an Operator in Charge and is countersigned by the certified operator. The enclosed form must be submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a certified operator for your animal waste management system is a violation of 15A NCAC 2H .0224 and may result in the assessment of a civil penalty. If you have questions concerning operator training or examinations for certification, please contact your local North Carolina Cooperative Extension Service agent or our office. Examinations have been offered on an on -going basis in many counties throughout the state for the past several months and will continue to be offered through December 31, 1996: Thank you for your cooperation. If you have any questions concerning this requirement please call Beth Buffington or Barry Huneycutt of our staff at 919n33-0026. Sincerely, A. reston Howar , r., ire for Division of Water Quality Enclosure cc: Fayetteville Regional Office Water Quality Files P.o, Box 27687. W ;6 Raleigh, North Carolina 27611 7687 a An Equal Opportunity/Affirmative Action Employer Voice 919-715-4100 50% recycled/100/a post -consumer paper