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090202_ENFORCEMENT_20171231
NORTH CAROLINA � Deparbnent of Environmental Quai State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director MEMORANDUM ATk?WA IT NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES March 18, 1998 TO: Fayetteville Regional Water Quality Supervisor FROM: Sonya Avant &"R SUBJECT: Notification of Facility Number Change ��� Lj REG. OTF;CE The following changes have been made to the Animal Operations Database. Please make appropriate changes in your files. Facility number 9-110 was a duplicate of facility number 9-202. Facility number 9-110 was deleted from the animal operations database. If you have any comments or questions please feel free to call me at (919) 733-5083 ext 571. rl�a��s- 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 State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard,- Jr., P.E., Director December 8, 1997 CERTIFIED MAIL RETURN RECEIPT REQUESTED JCT, LLC 412 Layfette Street Clinton Nc 28328 ALT.KWA 14 0 I DEHNR DES 1 Q 1997 FAYL ITrLtI'-.1..'s_. Subject: Notice of Violation and Revocation for Nonpayment Deer Track Permit Number: AWS090202 Bladen County Dear JCT, LLC: In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste management system permit was issued on 5/22197. Your annual permit fee for the period of 5/22/97 - 5/21/98 is $100.00. Your payment was due 11/13/97. Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3). Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to: N.C. Department of Environment Health and Natural Resources Division of Water Quality Budget Office P.O. Box 29535 Raleigh, North Carolina 27626-0535 If you have any questions, please contact Fran McPherson at (919) 733-7015 ext. 210. i rely, A. Preston Howard, cc: Supervisor, Non -Discharge Permitting Unit Fayetteville Regional Office Bladen County Health Department P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper 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 July 26, 1999 CERTIFIED MAIL RETURN RECEIPT REQUESTED JCT, LLC 100 Lake Drive Clinton NC 28328 NCDENR NORTH CAROLINA DEPARTMENT'OF ENVIRONMENT ANo NATURAL RESOURCES • • I ! l%.-J AUu 2 1999 -- D Q Subject: Notice of Violation and Revocation for Nonpayment Deer Track Permit Number: AWS090202 Bladen County Dear JCT, LLC: In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste management system permit was issued on 5/22/97. Your annual permit fee for the period of 5/22/99 - 5/21/2000 is $150.00, Your payment was due 7/8/99. Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3). Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to: N.C. Department of Environment and Natural Resources Division of Water Quality Budget Office P.O. Box 29535 Raleigh, North Carolina 27626-0535 If you have any questions, please contact Fran McPherson at (919) 733-7015 ext. 210. Sincerely, •o Kerr T. Stevens cc: Non -Discharge Branch Comptiance/Enfatcemeel Unit Regional Office "2.2v C 212(2�Jli Bladen County Health Department Permit File P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-9919 An Equal Opportunity Affirmative Action Employer 50% recycled 1 1 o% post -consumer paper JCT LLC May 5, 2010 Mr. Steve Guyton NC Division of Water Quality 225 Green St Suite 714 Fayetteville, NC 28301 JCT, LLC 100 Lake Drive Clinton, NC 28328 RECEIVED MAY 1 h 2010 OENR - FAYETTEVILLE REGIONAL OFFICE Re: NOD response letter for high freeboard level at facility # 09-202 Deer Track farm. Dear Mr. Guyton, This letter is being sent in response to a Notice of Deficiency issued by your office to JCT LLC, Deer Track farm in Bladen County managed by Murphy -Brown LLC. As noted in the letter of notice, the lagoon level was self reported as being out of compliance and a 30 day Plan of Action (POA) was submitted to your office. On October 27the Deer Track lagoon was pumped down 2" below the stop pump level (60"). From October 2nd until the lagoon was reported out of compliance on February 6, 2010, we received a total of 25.7". With the unusual amount of rainfall received and soil Conditions being saturated, we were unable to keep the lagoon level in compliance. As soon as conditions allowed land application -resumed- The lagoon was reported back in compliance on 3/8/2010. Murphy -Brown LLC is committed to environmental stewardship, and we feel that we addressed the freeboard level with proper planning and execution while following our permit requirements_ Should you have any other concerns about this issue please do not hesitate to contact me at 910-293-9364 ext 241. Sincerely, f ,� Michael Norris Environmental Resource Specialist Murphy Brown LLC Q 4 AIRA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director AQUIFER PROTECTION SECTION April 27, 2010 CERTIE IED MAIL RETURN RECEIPT REQUESTED JCT, LLC PO Box 856 Warsaw, NC 28398-0856 Subject: NOTICE OF DEFICIENCY Deer Track Facility 909-202 AW S090202 Bladen County NOD-2010-PC-0519/ Incident No. 201000574 To Whom It May Concern: Dee Freeman On February 06, 2010, staff of the NC Division of Water Quality (DWQ), Aquifer Protection Section (APS) were notified by Michael Norris of a high freeboard level in the lagoon 202-1. We wish to thank Mr. Norris for notifying DWQ of this incident. As a result of this incident, you are hereby notified that, having been permitted to have a non -discharge permit for the subject animal waste disposal system pursuant to 15A NCAC 2T Section .1300, you have been found to be in violation of your Certified Animal Waste Management Plan and the Swine Waste System General Permit No. AWG100000 that you are covered to operate under, as follows: Deficiency 1: Failure to maintain waste levels in your lagoon/storage ponds in accordance with the facility's Certified Animal Waste Management Plan in accordance with Condition V. 2. of Swine Waste System General Permit No. AWG100000- On February 06, 2010 a lagoon/storage pond level was documented at 27 inches in lagoon 202-1. A level of 32 inches is the maximum level allowed by your permit and Certified Animal Waste Management Plan. North Carolina Division of Water Quality Internet: www.ncwaterguality.org 225 Green St., Ste. 714 Phone: 910-433-3300 Fayetteville, NC 28301 FAX 910-486-0707 An Equal Opporiunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper None rthCarolina Natmrally Deer Track Facility 409-202 April 27, 2010 Page 2 Required Corrective Action for Deficiency, 1: DWQ has received a copy of your 30 Day Plan of Action (POA) for the high freeboard occurrence. Take all necessary additional steps to insure lagoon levels remain in compliance with Section 2 of your permit. You are required to take any necessary action to correct the above deficiency and to provide a written response to this Notice within 30 days of receipt of this letter. Please include in your response all corrective actions already taken and a schedule for completion of any corrective actions not addressed. If you have any questions concerning this notice, please contact me at (910)-433-3300. Sincerely, Steve Guyton Environmental Specialist Fayetteville Regional Office cc: Keith Larick CAFO Unit 131aden County Soil and Water Conservation District NCDSWC-FRO FRO Compliance Animal Files NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Regional Operations Section Pat McCrory Thomas A. Reeder John E. Skvaria, III Governor Director Secretary November 6, 2013 CERTLFWD MALL 7009 3410 000168316986 RETURN RECEIPT REQUESTED Shady Branch Properties LLC 100 Lake Dr. Clinton, North Carolina 28328 Subject: NOTICE OF DEFICIENCY, NOD-2013-PC-0420 Administrative Code 15A NCAC 2T .1304 Shady Branch Farms, LLC Deer Track No. 09-202, Permit No. AWS090202 Bladen County Incident no. 2013 013 08 Dear Shady Branch LLC: On July 7, 2013 staff of the NC Division of Water Resources (DWR), Water Quality Regional Operations Section were notified by Mr- Curtis Barwick of a high freeboard level in lagoon 1. We wish to thank Mr. Curtis Barwick for notifying DWR of this incident. As a result of this incident, you are hereby notified that, having been permitted to have a non -discharge permit for the subject animal waste disposal system pursuant to 15A NCAC 2T Section .1300, you have been found to be in violation of your Certified Animal Waste Management Plan and the Swine Waste System General Permit No. AWG100000 that you are covered to operate under, as follows: Deficiency 1: Failure to maintain waste levels in your lagoon/storage ponds in accordance with the facility's Certified Animal Waste Management Plan in accordance with Condition V. 2. of Swine Waste System General Permit No. AWG 100000. On July 7, 2013 a lagoon/storage pond level was documented at 26.00 inches in lagoon 1_ A level of 29 inches is the maximum level allowed by your permit and Certified Animal Waste Management Plan- 225 Green Street - Suite 714 - Fayetteville, North Carolina 28301-5095 Phone: 910-433-33W0 FAX: 910-486-07071 Customer Service 1-877-623.6748 Internet: wWwwateraualitv.org An EVA OPPortunityAff native Acfion Employer Shady Branch Farms, LLC November 6, 2013 Page 2 Required Corrective Action for Deficiency 1: DWR has received a copy of your 30 Day Plan of Action (POA) for the high freeboard occurrence. Take all necessary additional steps to insure lagoon levels remain in compliance with Section 2 of your permit. A compliance inspection was done May 16, 2013 and all records were reviewed and the lagoon was being managed very well. Heavy rain was determined to be the cause of the high freeboard. No Response to this letter is required. The date and time lagoon 1 was returned to compliance was on September 7„ 2013. If you have any questions concerning this notice, please contact me at (910)-433-3300. Sincerely, r� Steve Guyton Environmental Specialist Fayetteville Regional Office cc: Christine Lawson CAFO Unit _1v &fffiy;Browri- FRO / CAFO files p-/Ico State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director May 22, 1997 VF INN E:>EHNR MEMORANDUM To: Animal Operations Personnel, Regional Offices From: Mike Lewandowski, Environmental Enginee State Engineering Review Group Subject: General Penn its for Animal Operations MAY 1 5 1997 EEC. Gi f i'M Attached are copies of the application packages for facilities that have received General Permits for Liquid Animal Waste Operastions. Copies of the Certificates of Coverage for these facilities have been sent to your attention under separate cover. If you have any questions, please contact me at 733-5083 ext. 362, or mikelew@dem.ehnr.state.nc.us. Murphy -Brown, LLC 8/4/2006 P.O. Box 856 rI- o) _2o'Z Warsaw, NC 28398 rt"' ^ NUTRIENT UTILIZATION PLAN G rower(s): Farm Name: JCT, LLC Deer Track County: Biaden Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder 8400 Feeder to Finish Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation RECEAVED WIR - FAYEi'fE1+ILLE REGIONAL OFRCE 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: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall 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 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when A is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations_ 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for 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. 1 of 8 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. 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, ff, tons, etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3212 gal/yr gal/yr Farrow to Feeder 4015 gal/yr gal/yr Farrow to Finish 10585 gal/yr gal/yr 8400 Wean to Feeder 223 gal/yr 1,873,200 gal/yr Feeder to Finish 986 galtyr gal/yr Total 1,873200 galtyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs): Capacity Type Nitrogen Produced perAnimaI Total Farrow to Wean 5.4 lbs/yr lbs/yr Farrow to Feeder 6.5 ibs/yr lbs/yr Farrow to Finish 26 lbs/yr lbs/yr 8400 Wean to Feeder 0.48 lbs/yr 4,032 lbs/yr Feeder to Finish 2.3 lbs/yr lbs/yr Total 4,058 lbs/yr 1 acre old lagoon'957year (excess rainfall)`27,154 gal'.1#PAN/1000 gal=25.8#PAN 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. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season. Total Irrigated Acreage: 41.26 Total N Required 1st Year: 11012.206 Total N Required 2nd Year: 6701.06 Average Annual Nitrogen Requirement of Crops: 8,856.64 Total Nitrogen Produced by Farm: 4,057.80 Nitrogen Balance for Crops: (4,798.84) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this facility. 2 of 8 Reception Area Specificatlo—ns Tract Field Irrigated • • . Acreage Type Code Apply Y old lbs NIUMI: Residual fAc Utilized [IFIEFEU-jilMillip "OBIFTTEIRTIOLIR ©®m�� 1 � ®®ice / / ©��■���®�� J.-Recaption Area Specifications 1� Tract Field Irrigated Soil 13t Crop Time to 13tCrop latCrop LbsN/Ac Lbs N Tolal lbs N .. . r��v���o■■i■��o�����o�v� ROM Totals: 41.26 ,,: 0 6701.08 3(b) of B This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. 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. In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere withstand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Crop Code Crop A Barley B Hybrid Bermudagrass - Grazed C Hybrid Bermudagrass - Hay D Corn - Grain Er Corn - Silage F Cotton G Fescue- Grazed H Fescue- Hay i Oats .i Rye K Small Grain - Grazed L Small Grain - Hay M Grain Sorghum N Wheat O Soybean P Pine Trees Lbs N utilized 1 unit yield 1.6 ibs N 1 bushel 50 lbs N I ton 50 lbs; N / ton 1.25 lbs N 1 bushel 12lbs N 1 ton 0.12 lbs N 1 lbs lint 50 lbs N 1 ton 50 Ibs N 1 ton 1.3 lbs N / bushel 2.4 lbs N 1 bushel 50 lbs N 1 acre 50 lbs N / acre 2.5 lbs N 1 cwt 2.4 lbs N 1 bushel 4.0 lbs N 1 bushel 40 lbs N I acre I yr Acres shown in the preceding table 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. See attached map showing the fields to be used for the utilization of animal waste. 13i[.1 Ef] SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Specifications PAW/animal Farm Totall r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 8400 Wean to Feeder 0.072 604.8 Feeder to Finish 0.36 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 604.8 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above. If you remove the sludge every 5 years, you will have approximately 3024 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 10 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 24.192 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. 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 property irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. 'This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for >180 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 the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application prior to applying the waste. 5of8 Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr * inches DeerTrack DeerTrack 1 NoB D 0.5 1 DeerTrack 2 Ra D 0.4 1 DeerTrack 3 GbA D 0.5 1 DeerTrack 4 GbA D 0.5 1 DeerTrack 5 GbA D 0.5 1 DeerTrack 6 ExA G 0.35 1 DeerTrack 7 ExA G 0.35 1 DeerTrack 8 ExA D 0.35 1 9 ExA D 0.35 1 )tional Aery DeerTrack DeerTrack 1&2 DeerTrack 3 DeerTrack 4 DeerTrack 5 NoA, Ra D 0.5 1 GbA D 0.5 1 ExA G 0.35 1 ExA D 0.35 1 6of8 Additional Comments: Acres shown are 'irrigated' acres. Aerway acres are optional. PAN produced reflects inactive lagoon on site. Producer has the option of planting a small grain behind soybeans. If you harvest that for hay, 100 lbs. N can be applied. if you do not harvest the small grain, 30 Ibs. N can be applied, however any PAN applied will need to be deducted from the coming corn crop. If a small grain does follow the beans, reduce rate by 15 Ibs. for residual N. 7 of 8 NUTRIENT UTILIZATION PLAN CERTIFICATION Name of Farm: Deer Track Owner: JCT, LLC Manager: Owner/Manager Agreement. Itwe understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. Vwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. I/we understand that I must awn or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: JCT, LLC Signature: Date Name of Manager (if different from owner): Signature: Name of Technical Specialist: Toni W. King Affiliation: Murphy -Brown, LLC. Address: 2822 Hwy 24 West, PO Drawer 856 Warsaw_ NC 28398 Signature: Telephone: (910) 293-3434 Date Date 8of8 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS 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. 2 There must be documentation in the design folder that the producer either owns 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 Utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop tvpe, 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 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). 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. 8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 1 of 3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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 than 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. 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 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. 2of3 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 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 ail 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. 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 soil 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. 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(.�-- .E-3�-.x»:?-e '` m..t-- =�ynvca:; s.gx��g .'� t MOO , M ��` � '� noted the presence of weeds in s ra fields. or ra g p Y F" - =0 ":� -. AMUCK pastured P p Y '�'" ��,^c�&����� Response We are not aware of any `active'_ subsurface drains. The lagoon area was g� — R Z. x� a�� r tN- �� This farm has been converted to a row cropping system and has no cleared of these devices through the use of td ,R �P.Y cropping issues that we are aware a core trench before construction. All, -.�! .7C.....`ac-^^.: _ .L2?Y1" ys"s-':===�" .�..,. S: r�`R`: Y� Ry� �= Y_ ? ^T �,�. L "S`, T� �Sli-. _-�i'`.`- �s_�`- of. This farm has more land than applications are at agronomic and =�_ is needed to satisfy the hydraulic rates. ��,� t - Y requirements of its CAWMP. ffill "'$ a'z ;�� 'A ?.z-G}--x '�°`°` s`nr .fix. -3 - � F '�.#'' . 'F {sue A visual inspection of the sprayfields 4 `- Lam,„ s RE 5� :*- =3 - on 6/ 11 /2001 noted no problems with �-"� = current craps. zt .-ap� v_Ly�r-"--_ xx.x yam..-.•. z=.,�'.-'3'-.r"'�..y �"- .t:.'U EM tA -ss-'_':'a-.1't;'_. �_.,«'.w.rs' i=x �.=;.W r �-•�' �- �.� . � � �r .:'1 � -."�� � `�''� �� _� � % `"`� �� � r� _�=sue' � 1 �� �a' .L.. 1 �� �� �u... �. J^t. �yt �_h 3t-� � Y� T4 �'C.1„��•--� � .H %: 1 Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of the record (i.e., inspection report dated or NOV dated ). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the calendar years beginning January 1, 1996, and ending December 31, 2000. `, Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farm intends to undertake to address the concern and a schedule for completing the measures. 3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion. Facility Number and Name: Deer Track Nursery, 9-202 V C �;, 1a` Lr� Instnictions mi last page Discharge(s) High Freeboards Wettable Acres Description of Concern -_ - --x- ��_�w g..� �. - - . _-TW r�Y PM ,�-: ._��_,_ - _ --:__�..-_� �* '' xm� ..:` s _ ,� ,_'e.>< - �r _ - y �� ram, .y -_ _�'r.�z:'cc,Rx- }",.... 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',may ..ram r,'.• s.._ - - ";3�^-� - s. �" » � � .�'� ^:.�': '.�t'x�� ..i=s a .st 1 d `,t: � � oc -.:' LOP Facility Number and Name: Deer Track Nursery, 9-202 Instructions on last pa e Subsurface Drains Over Application Structural Issues Cropping Issues Descri tion of Concern p In permit application, farm was designated as p pp gn w Mir- �, ., Sr JaC Uffpossibly P Compliance Inspections of farms having subsurface drains in the - '�-4 µ�� _��� _ �- �=� noted the presence of weeds in p vicinity of the lagoon or sprayfields. s� pastured sprayfields. -- -� -` --ri-..-.vim-tea.-3vs=n A-�x'�_S�_ EN .^i&'-•'__-,..-. - _ yam i �s '�'a�-"^h. St`.i� �c_� �C ..K..�.Ti �y� �� ..f.'x•�_tC�_ Response We are not aware of an `active' ��~ _`= �_ 10 �- This farm has been converted to a subsurface drains. The lagoon area was,` cleared of these devices through the �� '''`�' - -`-= - �- row cropping system and has no cropping cro in issues that we are aware use off ��_A a core trench before construction. Allnx�'� applications are at agronomic and�i _ _ - ME of. This farm has more land than is needed to satisfy the hydraulic rates.�'��� requirements of its CAWMP. M���A Kw— visual inspection of the sprayfields Ft TA -. t7 . Akrtp on 6/11 /2001 noted no problems with current crops. ,rim t ..- w �M'44 tW, '> `'' a,R _ k � -mow r ,.«gg,'E? rAg •-.wry'' y Gl•t•. y 1,1-1 rx�-��ry�Y�J�y '�-f• t�s 'T' 'i Yx S�L� � y�y� -rlF :'� "'� S�'�I• �'�.Y. .� .t�� �a�.� b'41. "�„ xi �� • "'�`fA"X'1.=..�j�-..t���� t�"�- Vw ce- M Zo ,5 CA/ ` r `- b� �J� ofi V' LOP Concerns are based upon DWQ records consisting of deficiencies noted in state inspection reports, NOVs, penalty assessments and/or reports submitted to DWQ by the farm. Carefully review your records to identify the specific concern or concerns and then describe the concern under the appropriate heading together with a reference to the specific record and the date of the record (i.e., inspection report dated or NOV dated __). With the exception of "discharges," which cover calendar year 2000, concerns are based on DWQ records for the calendar years beginning January 1, 1996, and ending December 31, 2000. ` Describe in as much detail as possible how the concern has been addressed, or, if it has not been addressed, the measures the farrn intends to undertake to address the concern and a schedule for completing the measures. 3 If subsurface drains are present, state whether you know that the drain(s) is discharging groundwater uncontaminated by hog waste, and if so, the basis for that conclusion. 3 WASTE UTILIZATION PLAN Tuesday, April 12, 2016 Producer : Shady Branch Properties, LLC Farm Name: Deer Track Nursery 9-202 100 Lake or Clinton,NC 28328 Telephone # : (910) 590-3264 Type of Operation : wean to Feeder Swine Number of Animals: 8400 pigs design capacity Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste. If you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Page 1 of 9 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 8400 pigs X .4 tons wastelpigslyear = 3360 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 8400 pigs X .48 Ibs PANlpigslyear = 4032 PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and suface application. TABLE 1 : ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC. DETERMINING PHASE CODE NIACRE WACRE USED TIME 1841 1 NORFOLK 2-6% NORFOLK 2-6% _ BH SG 6.51 i 11 299 01 3.85 1151.15 MAR-SEP 1841 1 50 0� 3.85 192.5 SEP-MAY 1841 1841 _ 2 {- 2 RAINS BH SG I 4.5� _ 1 194.04 Oj 3.69 716.006 MAR-SEP IRAINS 50 0; 3.69 184.51 SEP-MAY 1841 3 JGOLDSBORO 0-2% BH 6.5 2991 01 2.29 684.71 MAR-SEP 1841 3 GOLDSBORO 0-2% EGOLDSBORO 0-2% - - - - SG - BH 1 _ 6.5 1 50 299{ 01 2.29 114.5 SEP-MAY 1841 4 01 4A 01 4.1 1225.9 205 MAR-SEP 1841 4 JGOLDSBORO 0-2% J GOLDSBORO 0-2% ' -_ SG t 1' BH fi 5 501 2991 SEP-MAY 1841 5 01 3.74 1118.26 MAR-SEP 1841- 5 'GOLDSBORO 0-2% SG 11 50 01 187 SEP-MAY 1841 6 EXUM 0-2% BH SG _ 6.51 1 273 _ _3.74 0; 3.86 1053.78 MAR-SEP 1841 6 EXUM 0-2% 50 0� 3.86 1931 472.291 SEP-MAY MAR-SEP 1841 �` 7 EXUM 0-2% �_ EXUM 0-2°A -- - BH I SG 6.51 11 273 50 0'I 1.73 1841 j 7 0 1.73 86.5 1225.77 SEP-MAY 1841 8 EXUM 0-2% BH I 6.5� 2731 0 4.49 MAR-OCT 1841 8 EXUM 0-2% _ _ EXUM 0-2% SG BH 1 6.5 50 -- 0} 4.49 224.5 SEP-MAY 1841 9 273 0� 2.42 0; 2.42 660.66 121 MAR-SEP 1841 9 EXUM 0-2% __- �SG J 50 SEP-MAY TOTALS: 9817.03 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 2 of 9 TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field due to overseeding. **Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in TABLES 1 and 2 above: CROP CODE CROP UNITS LBS N/UNIT BH I HYBRID BERMUDAGRASS-HAY TONS _ 50 BH ! HYBRID BERMUDAGRASS-HAY 1 SG SMALL GRAIN OVERSEEDED AC 50 Page 3 of 9 TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED (TABLE 1 I 30.17 9,817 TOTALS: 30.17 9,817 AMOUNT OF N PRODUCED: 4,032 —BALANCE -6,785 **' This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 638.4 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of Once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 2.3 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. TRACT FIELD SOIL TYPE CROP APPLICATION RATE (inlhr) 0.40 0.40 APPLICATION AMT (inches) W '1 1841 -2 RAINS SG BH SG BH - SG BH SG -BH 1841 2 -1 RAINS - NORFOLK 2-6% NORFOLK 2-6% - GOLDSBORO 0-2% - '1 '1 '1 - '1 "1 '1 '1 1841 184i 0.50 0.50 0.50 0.50 _ 0.35 0.35 I - -3 4, -5 1841 - 1841 3, 4, 5 6, 7, 8,-9 _ GOLDSBORO 0-2% EXUM 0-2% T 1841 b 7 8, 9 EXUM 0-2% -- * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 4 of 9 NARRATIVE OF OPERATION Page 5 of 9 PLANS & SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field_ These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance.) *7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: the outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from anv perennial stream or river (other that an irrigation ditch or canal. Animal waste Page 6 of 9 other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the landownwer. 14. Waste shall be applied in a manner not to reach other property and public right - of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. *18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. *19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied as a preemergence with no other applications of animal waste during the crop season. *21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate - determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina Department of Agriculture regulations. * Liquid Systems Page 7 of 9 NAME OF FARM: Deer Track Nursery 9-202 OWNER 1 MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance precedures estalished in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and/or storage system or construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. (we) understand that I must own or have acces to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILITY OWNER: Shady Branch Propepies, LLC SIGNATURE: • r DAT fr✓ i �� NAME OF MANAGER (if different from owner): please print SIGNATURE: DATE: NAME OF TECHNICAL SPECIALIST: Curtis Barwick AFFILIATION: Barwick Ag Services ADDRESS (AGENCY): 103 Country Club Circle Clinton, NC 28328 (910) 385-1000 SIGNATURE: 1 DATE: Page 9 of 9 USDA United State. A ricurrrentof Bladen County, North Carolina Agriculture Farm 12275 Tract 1841 2016 Program Year CLU Acres HEL Crop 1 12.96 NHEL 2 26.85 NHEL 3 7.07 NHEL 4 14.03 NHEL 5 14.98 NHEL Noncro land 6 0.95 NHEL I Noncro land Paae CrODland Total: 60.91 acres Map Created March 30, 2016 Base Image Layer flown in 2014 Common Land Unit Cropland Non -Crap land ClTracl Boundary Wetland Determination IdendfEers • Restricted Use 0 Limited Restrictions Exempt from Conservation Compliance Provisions USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership; rather it depicts the Information provided directly from the producer andtor the NAIP imagery. The producer accepts the data 'as Wand assumes all Asks assocfated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs. Wetland Identifiersdo not represent the size, shape, or specific determinallon of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS. Oct 37 2015 12:06PM HP Fax page 2 PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES Facility Number 9-202 County: Bladen Facility Name: Deer Track Certified Operator Name: Tirn Mitchell Operator Number: 22984 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon NamefiD: Spillway(Y or N): Level(inches): Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 1 W 24 2. Check all applicable items Liquid level is within the designed structural freebcard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action is attached. Agronomic balance is within acceptable range. Waste is to be pumped and hauled to Of site locations. Volume and PAN content of waste to be pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop Information. Contact and secure approval from the DWQ prior to trans€er of waste to a site not covered in the facility's CAWMP. Operation will oe partially or fully depopulated. 'Attach a complete schedule with corresponding animal units and dates fro depopulation "if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd popufation for the receiving facility 3. Earliest possible date tc begin land application of waste: 10/9/2015 I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. Shady Branch Properties Craig Richardson Phone. _1 Facility Owner/Manager (print) Date: aci ity wnerlManager (signature) 910-284-2061 101612015 at b7 2015 12'06PM HP Fax page 3 II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124 HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY 1. Structure ID: i line rl1 = 817.6 Ib PAN 2. Structure ID: line rn = Ib PAN 3, Structure ID: line m = Ib PAN 4. Structure ID. line rn = Ib PAN 5. Structure ID: line rn = Ib PAN 6. Structure ID: line rn = Ib PAN In. lines 1+2+3+4+5+6= 817.5lbPAN 111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD. o. tract # p. field # q. crop r. a--res s. remaining IRR 2 PAN balance (Iblecre). t TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x a u, application window' 2222 1 Wheat 3.86 141.60 645.2 Sep -Apr 2222 2 Wheat 1 3.69 132.00 487.1 Sep -Apr 2222 3 Wheat 2.29 156.00 3572 Sep -Apr 2222 4 Wheat 4.10 156.00 639.6 Sep -Apr 2222 5 Wheat 3.74 156.00 583.4 Sep -Apr 2222 6 fescue 3.88 200.00 772.0 Aug -Jul 2222 7 fescue 1.73 200.00 345.0 Aug -Jul 'State current crop ending application date or next crop application beginning date for available receiving craps during 30 day draw down period. v. Total PAN available for all fields (sum of column t) = 3730.5 Ib. PAN IV. FACILITY'S PoA OVERALL PAN BALANCE W. Total PAN to be land applied (linen from section 11) = 817.6 Ib. PAN PoA (30 Day) 2121100 Oct 67 2015 12:06PM HP Fax page 4 x. Crop's remaining PAN balance (tine v from section lll) a 3730.5 lb. PAN y. Overall PAN balance (w - x) = -2913 lb. PAN 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 facility. Irrigation onto existing spray fields wilt continue as weather and field conditions permit_ PoA (30 Day) 2121/00 Oct b7 2015 12-06PM HP Fax page 5 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 Nam0dentifier (ID): 1 2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard a. current liquid level acccrding to marker 24.0 inches b. designed 25 yr./24 hr. storm 8 structural freeboard 28.5 inches c. line b - line a (inches in red zone) = 4.5 inches d, top of dike surface area according to design (area at below structural freeboard elevation) 78358 ft2 e, line c112 x line d x 7.48 gallons/ft3 219794 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 60fl42 ft3 h. current herd ## 8400 cerified herd #1 8400 actual waste produced = current herd * x line g = 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 daW4ne f= 4. Total PAN tc be land applied during draw down period I. current waste analysis dated 1 6110/2015 m. ((lines e + k)/1000) x line I = REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PoA (30 Day) 212,103 60642 fts 4oa2a ft3 45709 ft' 182984 gallons 2.03 lbs/1000 gal. 817.6 lbs. PAN G (amber), Teflon- I ( I I TPH Diesel Range (aq) 1 gal lined cap U Cool, 4° C 14 days; analyze extract within 40 days SOIL SAMPLES -WHEN SUBMITTING SOIL AND SLUDGE SAMPLES FOR ANALYSIS, A SEPARATE SAMPLE CONTAINER MUST BE COLLECTED FOR EACH OF THE ANALYTICAL GROUPS LISTED BELOW: Parameter (2) Minimum Required Container (14) Preservation (22) Maximum Holding Time (23) Volume P-Plastic G-Glass Wet Chemistry analyses(14) 8 oz jar G, Teflon -lined cap Cool, 4° C refer to aqueous Nutrient analyses(20) 8 oz jar G Cool, 4° C refer to aqueous Micro analyses(21) 8 oz jar G Cool, 4" C refer to aqueous Metals analysis 8 oz jar G, Teflon -lined cap Cool, 4° C refer to aqueous Pesticides/PCB's 8 oz jar G, Teflon -lined cap Cool, 4° C 14 days to extract; analyze w/in 40 (OP PestlOC Pest/ON Pest} days Acid Herbicides z jar G, Teflon -lined cap Cool, 4° C 14 days to extract; analyze wfn 40 r days Semi Volatile Organics- 8 oz jar G, Teflon -lined cap Cool, 4' C 14 days to extract; analyze wfin 40 Base/Neutral & Acid Extractables days Purgeable Organics (VOA) 4 oz jar G, Teflon -lined cap or septum Cool, 4° C 14 days TPH Gas Range (soil) 4 oz jar G, Teflon -lined cap or septum Cool, 4° C 14 days TPH Diesel Range (soil) B oz jar G, Teflon -lined cap Cool, 4° C 14 days to extract; Analyze wfin 40 days Purgeable Organics (5035) Encore Sampler x Cool, 4° C 48 hours to extrusion into McOH 2 High-level References Analytical Procedures Appendix D Leaking Underground Fuel Tank Field Manual: Guidelines for Site Assessment, Clean-up and Underground Storage Tank Closure; State of California State Water Resources Control Board, Sacramento, Ca., October 1989. NPDES, Appendix A, Federal Register, 38, No. 75, Pt 11 NOTE: All other organics will be analyzed using methods from the Federal Register, 40 CFR Part 136 when available. The Branch Supervisor must approve methods from any other source. (1)P-Plastic, G- Glass, P(Disposable) - Plastic disposable bottle. (2)Parameters preceded by the same letter may be submitted in the same bottle if the bottle contains enough sample. If no letter precedes a parameter, it must be submitted in a separate bottle. (3)When non -carbonate hardness is requested, samples for both metals (Ca+Mg) and alkalinity must be submitted. (4)Add 0.6 g of ascorbic acid only if sample contains residual chlorine. (5)Use one liter round glass bottles labeled phenol. (6)48 hours is the maximum holding time-: however, samples should be submitted to lab as soon as possible. (7)Use the 250 ml wide -mouth sterile plastic bottles for all samples. All bottles contain sodium thiosulfate and EDTA reagents. (8)Litigation samples should be delivered to the laboratory within 5 hours of sample collection. (9)Caution: Addition of excessive amounts of acid will interfere with the test procedures. The 2.0 ml of 25% H2SO4 per 500 ml sample should be added using a graduated or precise volume dispensing device. If no dispenser is available, you may add exactly 40 drops of the 25% H2SO4. In most cases, the addition of 2.0 ml (-40 drops) of 25% H2SO4 to 500 ml of groundwater will reduce the pH to <2; however, 9 the pH remains above 2, add acid dropwise with stirring until the pH is lowered to <2. For nutrient samples, the pH range of 1.5-2.0 is ideal to insure best possible recovery of analytes. (f 0)tn a glass container, submit a small quantity of the pure compound of any suspected material. (11)If residual chlorine is present, add 10%% sodium thiosulfate dropwise to just neutralize the chlorine. (12)Maximum holding time is 24 hours when sulfide is present. Optionally all samples may be tested with lead acetate paper before pH adjustments in order to determine if sulfide is present. If sulfide is present, it can be removed by the addition of cadmium nitrate powder until a negative spot test (�[�8PKl� ���lR --'------ —______ .20 o ov /21) pm 480 ( IN FFET ) 1 inch = 120[L Mll-RP111Y IIFARMV') INC. P. 0. BOX 759 ROSE HILL. is . 4CROSS 90' ELBOW Dk'ERTRACK -N(JRv-7-)"Evl-?Y -P--A / I RIG IT Vj IVIA A -R —TATION ._- . --'- FIELD 7 ' / � EXISTING mcnom ACRES , HE VISIONS DE3CR/P7/UN 1. � NIIS N{TES: 1. CONTRACTOR SHALL PLACE THRUST BLOCKS AT ALL FOT|NGS IN ACCORDANCE VYUH SCHEDULE IN lABLE 5 OF ATTACHED IRRIGATION DESIGN THRUST BLOCKS SHALL 8F OF 3.000 P3| CONCRETE. 2, CONTRACTOR 5U/\LL INSTALL AIR/VACUUM VALV�S AT POINT OF BUR|FD PIPING NETWORK AND AIR/VENT W\LVF3 AT LOW POINT OF RUR|ED PIPING NFTW0RK J CONTRACTOR IS RE3P0NS{B|[ FOR VERIFYING LOCATION OF EXISTING BURIED UTILITIES PRIOR TO START OF WORK. CONTRACTOR |3 SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE TO EN|ST;NG UTILITIES CAUSED AS 4 RESULT OF TH|S WORK. HYDRANT LAGOON EXlST|NG VV0ODSL|Nt DITCH K��� ��1�lN H n ��� 8*�M�'�f�� |��� �^n't�����^/�|���t��/|/.w. r`nn� Office Box '53068 Raleigh, North Cu�oliria 276,56 SAMPSON COUNTY DRAWN BY: SPP PUMP STATION NOTES PUMP AND CONTROLS DATA 1, THE PRECAST CONCRETE PUMP TANK SHALL BE DESIGNED AND PUMPS_ (2) MYERS MODEL V4WHV NUN —CLOG SUBMERSIBLE: WASTEWATER CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS SET "LAWS PUMPS (VERTICAL DISCHARGE) FORTH IN THE AND RULES FOR SEWAGE TREATMENT AND 4" DISCHARGE, 3" SPHERICAL SOLIDS HANDLING CAPACITY DISPOSAL SYSTEMS" NCDEHNR —DIVISION OF ENVIRONMENTAL 3 HP, 1750 RPM, 60 Hz, 230 VOLT, SINGLE PHASE HEALTH, ON�—SiTE WASTEWATER SECTION — SECTION .1954. 6" IMPELLER CONTROL PANEL: 2. THE PUMP TANK SHALL BE FABRICATED WITH AN OPEN TOP. MYERS CAT# CWHV4-30-21 DW DUPLEX CONTROL PANEL OR EQUAL A BAR GRATE COVER WILL BE FABRICATED BY OTHERS. 3 HP, 230 VOLT, SINGLE PHASE NEMA 4X FIBERGLASS ENCLOSURE, SEPARATE PUMP CIRCUITS, ALTERNATING PUMP SEQUENCER, ELAPSED TIME METERS, 3. THE EXCAVATION FOR THE PUMP TANK SHALL BE LEVEL AND OVERRIDE RELAY, PUMP RUN LIGHTS, SEAL LEAK LIGHTS UNIFORM TO ENSURE FULL BOTTOM BEARING ON THE SOIL. BOTTOM GRADE SHALL BE VERIFIED PRIOR TO SETTING THE TANK. FLOAT SWITCHES: (3) MYERS PM15NO FLOAT SWITCHES, POLYPROPYLENE ENCASED 18--2 SJOW/A34 X 41 STRAND CABLE (LIFT STATION PUMPS) 4. THE JOINT BETWEEN THE TWO TANK HALVES SHALL BE SEALED WITH 1" BUTYL RUBBER SEALANT ROPE. AFTER SETTING THE TANK, THE MATING JOINT AND ALL PIPE PENETRATIONS SHALL (1) MYERS PM15NC FLOAT SWITCH, POLYPROPYLENE ENCASED BE FILLED AND SEALED USING HYDRAULIC CEMENT INSIDE AND OUT. 18--2 SJOW/A 34 X 41 STRAND CABLE (RECYCLE PUMP SHUTOFF) 5. A "FLOAT TREE" SHALL BE PROVIDED IN THE PUMP TANK FOR MOUNTING FLOAT SWITCHES. THE FLOAT TREE SHALL BE A 2" PVC PIPE SET IN A 5 GALLON BUCKET OF CEMENT, OR SIMILAR DEVICE THAT CAN BE EASILY REMOVED FROM THE TANK WITHOUT DISTURBING THE PUMPS OR VICE VERSA, PLAN VIEW -- 4" PVC PIPE 4" BRONZE BODY GATE VALVES -- 4" IRON BODY SWING CHECK VALVES 4" PVC PIPE 6. THE FORCE MAIN FROM THE PUMP STATION TO THE LAGOON SHALL NOIL BE 6" SCHEDULE 40 OR SDR 26 PVC PIPE. SCHEDULE 40 PIPE ELECMCAL SERVICE TO CONTROL PANEL SHALL HAVE SOLVENT CEMENT WELDED JOINTS. SDR 26 PIPE SHALL SHALL BE SIZED FOR BOTH PUMPS �\ HAVE GASKETED JOINTS THE FORCE MAIN SHALL BE INSTALLED RUNNING SIMULTANEOUSLY � � AT A MINIMUM BURY DEPTH OF 3 FEET. THE PUMP DISCHARGE PIPING SHALL BE 4" SCHEDULE 40 PVC PIPE WITH SOLVENT CEMENT WELDED JOINTS. THE DISCHARGE PIPING SHALL BE INSTALLED AS CLOSE TO THE OUTSIDE OF THE TANK WALL AS POSSIBLE TO MAKE PIPE LESS SUSCEPTIBLE TO DAMAGE. THE ENGINEER WILL ASSIST IN SETTING THE FLOAT SWITCH LEVELS DURING THE FINAL INSPECTION. THE SYSTEM MUST BE COMPLETED AND INSPECTED PRIOR TO FARM CERTIFICATION. LIFT OUT HAND WINCH AND FRAME ARE RECOMMENDED FOR THE GROWERS CONVENIENCE, AND IS NOT A REQUIRED PART OF THE PUMP STATION CONSTRUCTION. 110V WEATHERPROOF CONVENIENCE OUTLE_ ELECTRICAL DISCONN CONTROL PANEL FLOAT CONTROL CORD4 4" IRON BODY SWING CHECK VALVE — MADE FROM STEEL PIPE ZAME MAY BE MADE FROM TREATED 4X4'S 4" BRONZE FLANGED CONNECTION BODY GATE VALVE i BAR GRATE COVER-3 LIFT —OUT HAND WINCH e'LH WN H r _ JHU A , 'HE CKED BY,- dNT -1-ILL 1 4 (lr 4 __'�ALL. NON r uAk .. ptC r,• ,:T nL � ITt�---- --r-T ._apt 4 r' tT 1 µ ,l� -- —SET IQP ,jF PVL I- AP AT T"IF `47 F V` TnP 0C riIVE FLEVAiiLW -I 3/4" PVS; PIPE DRILLED Ahii3 uLUEi+ IH10 3" PIPE I"AINr RtD — z 0 3' PVC, PluF t �_I ! ! I ------I ! 1---•I I �---I I i--- _ _ START PUMP 140 STrjP i'UMP CKViLL ANUUNQ 3TAFFF HUGE Wl �,'� °' " MIN EARTH (rfP) -' � l�l ! ICI l !mil l !-:•:� ____ �- i 1!1" lip. FOR ,D" P1E- �,�AND SMALLER 4` 2MN. FOR 12' PIPE S— Sri' AND IARGM SECT M x--x BE HIM & 'TEES STAFF GAUGE. N.T.S. I r � L P - 91 -AF. NLfh F,)F M'H =ts-;'tii Iio �T� _rrrT.r.--�[--i�L�-i-.� �T rT I i r- 1� — Iw — 4r,LP i f- 1`(Y1i =F T r,. PUR4 I 11 14- Aut `'rtif 'il_ES M.x_ I T �1-I.]:ir- 1. 7 r7I �1 rL - lLfJ. �-� - I ntA l IGAi. -1111� h' EF V , ," :I K _ - _I PLAN! TIM VIN i I 0 i PLAN & ELEVA71ON PuJGS SIZES BASED ON 250 P, S.I, O 6000 P.S.F. SOIL PRESSURE SIZE 4" ENE? B A 6" 6" V- - _ I B (S 7EES A 8 6' 8' --PLL A 6' $' B as A s" C Q' 10' D 14" 15" 6" - 1 10" 6" 8" 3" 8" 8' $ 8" --10" 12" 16" 12" 14" 8" 10" 10" 12" 5" 6" 9'� 10" _9" 11" 12' 14" 1_2' 14" 20" 25" 12" 19" 16" 12" 14" 8" 11" 14 16" 16" 30" 14" _ 16" 18" 23" 26" 32 18' 20" 26" 14 16" 20" 16' 10" 12" 16" 180_ 23' 18" 20" 25" 18" 20" 22" 34' 38' 48" 18" 11" 13_" 23 14 16" 20" 24`� 30" 1 30" 360 45" 54" 27" 21" 25_ 31' 36" 24 26 32" L39" 15" 18 22" L2$" 16" 18 24" 29 26' 29 36' 1 26' 29 36' 50' 58 72' 320 40" 4$' 23" 36" 36" 2$" 44' 4-4* 44' 87' NOM E)iMENSk)N`; GIVEN ARE GUIDELINES 1HAT MAY RFQIJIRE CHANGI" , CjUE TO FIELD CONF,ITIONS VEF?IF) ALL DIMENSIONS WI rH LNGINEER Al -nME OF FXCAVA n1 )N THRUST BLOCK DETAIL N.T.S. � I 7 ,- T ii I r� I � ' r- �-}-T - rrTLLU;�� ITS I 1II�II� I •III � -- Ii��Ii_ - .��i���I I "A' ' "°" �4� TEMPORARY DIVER010N 3 N.?s. SEDIMENT TRAP/STONE FILTER N.T.S. MURPHY ri RMSINC. 0. ;BOX 759 ROSL rHILL, PHONE 9110) 289 ,,IORTH CAS?01 '^j4 28-158 DEER TRA CK GENERAL DETAILS N N La: - 17 17-1.1 p" }{ 4 7 J_ l N LOW LNLI rjmADL -- RtFrRENCt POINT 260.0t) PAL) LFN(4)1 HIGH END GRADE REFERENCE F Fpcwz POINT 242.00' BUILDING LENGTH /41 �SLI,,PE C*C".'RE TE PAL) IEL!i 7AN1-4,4 3 BUILDING PAD SECTION (LENGTH N.T.S. fI C-CINCRE-11 PAD ��_. �� � __=ITT=- { - � -- 2 BUILDING PAD SECTION N.T.S. I WIDTH T A: I i )p I j OF I :E` I FOR CLAY pNER = 5 OF TOP OF DIKE FOUN[- Al BOTTOM DFFTH fDtN11;"x LR.LAS ANL, SGARIFr. MIX ANL, Rf.CCIMPACI :�R UNI-)ERCH7 AN[' REPLACE AS NECESSARY r_ORL TkENCH r4ALI L IIEND \—STRiP 70PSOIL BEFORE FILLING OWE I. MINIMUM (T z'Lo. IN-0 SOILS f'xj1T1NC,' -AA'f 1 F CLAYUNFP lift MH =A�at'11111i 1111 _Jill. EXISTING CLAY Tm IT T. -I, r rT,rf- T EX;5TiNr, i,LA) IN BOTTOM MINIMUM DEPTH OF 2.0' CORE TRENCH 5HALt BE WIDE TO ACCOMODATE PROPER CGMPACT{ON EQUIPMENT A MIN#WUM uV 40 3 2 MUR, PAY VA1A 14w_� INC. PHONE . (910) 289 — 2111 LINER/DIKE CROSS SECTION P. O. BOX 759 ROSE HILL, NORTH CAROLINA 28458 N.T.S. Ex6TiN(I URAOE DEER TRACK GENERAL DETAILS PLAN MEW YLON POPE TIE BACKS TO PREVENT CIE SWAf QF DISCHARVA P$PE A)ATERS AiTACH TiE BACKS TO DSTS SET IN LAGOON DIKE 2 A LE. �JDNNCC h* EOM PIPE MINIMIZE I SCHARG F I'tPE_- - - PROFILE MEW PIPE SUPPORT SHALL BE BACKRU-ED WPY4 AND COMPACTED 4 DISCHARGE PIPE 2 C [ f0 L N N.T.S. F�_,EINII)�C!�ICTIUII OF ILEXFOLt FCQ CONNECTOR HOSE SECxWtt.y FASTENED IC? PVC WITH SlAiNLISS STEEL BAND CLAMPS C I,F PVC Di1,CHAR(7 'FLOATER' PIK WATERTIGHT PLASTIC BARREL OR SIMILAR FLOTATION DEVICE TO S"LSSPENO END Of PIPE JUST BELOW WATEP SURFACE - LASF4 PiPf TO FLOAT WITH NYLON ROPE RI PVMP LE'VTI MIN WATER L.EVFL 0 T777TAR`I OEAIBLE 4 X 4 PIPE St I PP(..W T z ct, • 4' MIN WATER DFPTH SHOWN IS W'FH('AJT PROTECTION ON LAGOON BOTTOM If 'IAAII`r PROTECTION IS PROVIDE[), WATER DEPIH MAY BE. [jECRFASED 7() 1,`2 TPEATMENT Z,)NF r.)EPTI1 GRAVITY ) - I -L---L--- _- I I w u f E , I kjp LW; I H L UHc., WL 1� MA I I L I ; -1 L H CONCRETE BLOCK SPLASH PAC) OF F LEXIBLE PIRE 'OUP FROTECTfGN j 4` DFVICF. 2 THE SPLASH PAD SHALL EXTEND A. MINIMUM OF -1-0UPSLOPE )F THI F.IPF END TO 7.0' RIYOND THE 7(--)E OF THE SLOPE. i`i.-*CE MAIN BRING FDfe(-'F- VAIN IN!,: -] '41PE TiXXTRER -11�; TL, MIH N�_' (;AP S BF TWEEN PIPE '.,UiIPORI -,HALt Fat 9A,7r_FiLLE,r VTH CLAY AND CI)MPAf,TLIi It MAIN ' 13?AP PIPE MA,�. `A-C UHF.I f If'I CRADLE 12 i! 6 4 FM 12 W 8 6' FM �2 K 4 TPEATELI i C,F)i 2 E f) 4 X 4 TREA TTr- POST 4 X 4 7 EA rF,- POcT CRADLE OPT!DN'S A - A DISCHARGE PIPE (FORCE MAIN, N.T.S. m ffami UVERHANGtNG LIMES , POWER LJNL�, E I L 20 MIN OVERHEAD CLEARANCE FROM H1014 POINT OF ROADBED WOOD,, OVERHANGING LIMBS TRIMMED TO II' MIN WOODS FROM q_ EACH SIDE 22' MIN DITCH TO DITCH I 14' MIN ALL. WEATHER TRAVEL WIDTH I 1/2'/FT 4 COMPACTED WELL DRAINFU ROADBED TYPICAL DITCH SUITABLE FOR ALL WEATHER CONDITIONS SLOPES ',Hrxf[DER DiTCHrr, PROVIDE ADEQUATE OUTLET Ff:0 SHOULDER ONTCHE5 MINIMUM REQUIRED FARM ROAD N. T. S. STATE MAINTAINED ROAD PAVED OR $OIL 90) ROADSIDE [AICH 40' AT CULVERT 50' MIN LENGTH I 15" MIN 0JAMETER 60' MIN CLEARING .g SECLIRITY L,ATFS END OF TAPEP/SE17VRITY ENTRANCE MUST BE PLACU) 50 I;ATE LtXATION THAT 1/4 M1LE VISIBILITY IS I& Mile At.i.. WEATHER TRAVE! WIDni 2 2" MIN t DITCH To q DITCH MINIMUM ENTRANCE REQUIREMENTS. N.T.S. COMPACTED GRANULAR BACKFILL MATERIAL 1.0' MIN 777-1 7FI III I v v v v v v v v v v v v v v v v v v v v v V V V V V 6' DIAMETER SOCK COVERED, PERFORAIF.f) PLASTIC, IDfPF: v v V V vv v v c MAXIMUM (17 HACWLL MATERIAL AROUND PIPE v SHALL BE A COARSE SAND WTH LESS THAN 5% PAS55ING #200 V V \7 SIEVE AND SHALL BE COMPACTED v v v95% OFDRY STDDENSITYANDARPROCTOR __, , I - . _ __ i � � _ . I --� I I ��:=III ---- � ! ---- f � � _.._III -- 2.0' MINIMUM 7 \SUBSURFACE DRAIN PIPE 2-) N. T. S. 6 LA L) EN J N i r ID [11 A WN p r j H L) T -ALE NONE' 0 GENERAL NOTES: 1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH- MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM. 2- ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM PAD AND LAGOON AREAS PRIOR TO PLACING FILL ACTUAL STRIPPING REQUIREMENTS SHALL BE SITE SPECIFIC, AND SHALL BE DETERMINED IN THE FIELD BY MURPHY FARMS PERSONNEL THIS MATERIAL SHALL BE STOCKPILED AND MAY LATER BE RESPREAD ON BACKSLOPES TO HELP REESTABLISH VEGETATION, BUT SHALL NOT BE USED AS STRUCTURAL FILL INDIVIDUAL ROOTS OF 2 INCHES IN DIAMETER OR GREATER WILL NOT BE ALLOWED IN FILL SECTIONS. ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST BE REMOVED. 3. THE SOILS INVESTIGATION DONE BY MURPHY FARMS INDICATES SUITABLE MATERIAL FOR USE AS A LINER IN THE PROPOSED LAGOON AREA NEAR THE PROPOSED BOTTOM. THE SIDE SLOPES OF THE LAGOON SHALL BE UNDERCUT FOR A 1.6' THICK LINER AND THE EXISTING CLAY IN THE BOTTOM SHALL BE SCARIFIED AND MIXED. THE LINER MATERIAL AND THE BOTTOM CLAY SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED SUCH THAT THE PERMEABILITY AFTER PLACEMENT SHALL NOT EY-= 1.25 X 10--6 CM/SEC. UNDISTURBED CORE SAMPLES OF THE LINER MATERIAL AND THE BOTTOM CLAY WILL BE TAKEN AFTER COMPLETION AND WILL BE LAB TESTED TO CONFIRM THE PERMEABILITY. THE MURPHY FARMS ENGINEERING DEPT. MUST APPROVE LINER MATERIAL PRIOR TO PLACEMENT. SEE LINER / DIKE CROSS SECTION ON SHEET 2. 4. THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE BEING WITHIN THE EXCAVATED DEPTH. IT IS IMPERATIVE THAT THE CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING AND LINING IS COMPLETED. 5. THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE START-UP ODORS AND TO GUARD AGAINST SLOUGHING OF THE LINER MATERIAL. 6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES SHALL BE COMPACTED TO 95X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A SHEEPSFOOT ROLLER. 7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG. SLAB SUBGRADE, SEE PAD CROSS SECTIONS FOR GRADE REFERENCE POINT, 8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS OTHERWISE NOTED ON PLAN. 9. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF 100' FROM THE CLOSEST POINT OF THE LAGOON. 10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT, APPROVED SCOUR PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE STAFF GAUGE INSTALLED; AND THE LAGOON PRECHARGED. 11, BEFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL BE DUG AROUND THE LAGOON AS SHOWN TO DETERMINE WHETHER DRAIN TILE IS PRESENT IN THE LAGOON AREA. THE TRENCH SHALL BE A MINIMUM OF 5 FEET DEEP AND 4 FEET WIDE AND SHALL BE 25' OUTSIDE THE TOE OF THE LAGOON. IF ANY DRAIN TILE IS FOUND IT SHALL BE REMOVED COMPLETELY FROM THE LAGOON AREA. OUTSIDE THE TRENCH THE TILE SHALL BE EITHER CAPPED OFF OR REROUTED AROUND THE LAGOON AS DIRECTED BY THE ENGINEER. 12. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IT IS THE LAND OWNERS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES THROUGHOUT THE CONSTRUCTION PERIOD. LEGEND WOOOSLINE -50 -- . EXISTING CONTOUR 50 FINISHED CONTOUR �- DP - 8" DISCHARGE PIPES ----� FM PVC FORCE MAIN -+*SSD- SUBSURFACE DRAIN --- TD TEMPORARY DIVERSION OBSERVATION TRENCH -- MINIMUM BUILDING / LAGOON SETBACK CATCH BASIN TEST HOLE -- -. SWALE / DIVERSION ---t-�- AIR RELEASE VALVE B` BLACK WATER VALVE - - UHF - -- EXIST. OVERHEAD ELECTRIC EXIST. UTILITY POLE DOWN GUY P-1. P-2.. L-1, L-2 ... 0-1. 0-2 ._ LAGOON/OFFSET STAKING POINTS S.G. STAFF GAUGE t FINISHED GRADE ELEVATION x CLEAN OU T SEEDING NOTES: 1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS INCLUDES INSIDE SLOPES OF THE LAGOON. 2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN. 3. 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. SOIL AMENDMENTS: 4500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 9.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 450 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) SEEDING SCHEDULE. WINTER 270 LBS OF FESCUE (60 LBS/ACRE) SEPT 1 TO NOV 30 135 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue 45 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE) 150 LBS OF RYE GRASS (40 LBS/ACRE) DEC 1 TO MAR 30 SUMMER 270 Lf35 OF 'PENSACOLA' BAHIA GRASS (60 LBS/ACRE) MAR 15 TO JUN 15 36 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE) APR 1 TO JUL 31 TOTAL AREA TO BE SEEDED AND MULCHED 4.5 ACRES (APPROX) LAGOON ELEVATION DATA TOP OF DIKE ELEV. = 97.00 BEGIN PUMPING ELEV. = 94.40 END PUMPING ELEV. = 92.00 FINISHED BOTTOM ELEV. = 86.00 NOTE: RAISE TOP OF HIKE ON THE SOUTH SIDE AS SHOWN C_ EXISnNG wows __D EIV17D T 85.50 ►3 AM A. �2 \ f 1500' SETBACK TEMPORARY SEDIMENT TRAP FROM RESIDENCE ALL SURVEY COLLECTIONS LOCATION & 72.00' � \ ELEVATION DATA GATHERED BY MURPHY FAMILY LENGTH - ' WIDTH - 36•00' FARMS ENGINEERING DEPT. OVERALL DEPTH - 3.13' SEDIMENT STORAGE ' UEP TH - 1.58' STONE WEIR LENGTH - 11.00' SEE DETAIL ® NOTE: SEDIMENT SHALL BE REMOVED FROM TRAP WHEN IT REACHES THE SEDIMENT STORAGE DEPTH SHOWN. THE SITE EVALUATION FOR THIS FACILITY WAS CONDUCTED ON SEPTEMBER 27 1996. THE EXISTING DITCH SHALL BE A � CLEANED OUT AS NECESSARY TO PROftE POSITIVE DRAINAG#_ FOR } DRAIN TILE. EXISTING HOG FACILITY IS NOT IN \ USE. THE EXISTING LAGOON WILL 013 I S / BE PROPERLY f'!_QSED AND CERTIFIED. \ �% i OBSERVAnON TRENCH SEE NOTE 11 _ 100' SETBACK�� FROM WELL EXISTING * LAGOON \ % / t ''-` � �'� \ BENCHMARK/. RR SPIKE IN POWER POLE \ / 88.58 ELEV. - 100.00 (ASSUMED) n-- -. t ' EXIST- OVERHEAD POWER LINE AND ENDNOLE EXIS77N U5 Y To BE REMOVED BACK TO THE NEXT POLE C' HOG F{p(� PRIOR TO CONSTRUCTION. ti S r LQV+' Eh14 OF PAD / EXIST. f,70WN GUY ' En - 103.85 CONTROL PNT # 148 I �� OIL - a�`i ' BURIED REBAR 7 ° h HIGH .END OF PAD 1 ELEV'- 1Q4.5a �_. �' r N - 5392.6751 ` 9>a 11>Q / F r I__ f E - 5163.9366 '� f `' 90154 101 122 103 i �' ELEV. - 92.93 n I x --�i �,j, \ t7-f i - - _� 14 >r Q EXISTING ` PAD LF.N TH y il3 - - -- zoo o - -- -- -- - �y�, WELL C� u' PRECAST CONCRETE ss v+ ly �� CN FOORL MAIN 0.25 Z `SLOPE PLUG BOX N l l a - - 242.- -r / / W TOP ElEVAT10N �' BOTTOM ELEVATION - 103, D � $ � � F3LOG.•LEN�TH 1 INV OF DISCHARGE 101 93 cC•. 1 1 BACK WATER VALVES r '� SCOUR PROTECTION- 1 DEEVACF- SEE DETAIL TOP OF DIKE `' SEE DETAIL WDTH - 12.00' 11 , 1 I INV. ELEV + 14.40 $7.00 / f,. 93 LF OF 8` DISC�y PIPE O CLWX t 6' TU OUTU INV. •• 89.87 ,10Vh ELEV - 98-DO - SCOUR PROTECTION OEVICE SEE DETAIL fSEE DETAIL M I O-4 ! THE DRAIN TILE INSTALLATION ON THE SOUTH SIDE OF THE LAGOON IS AT SUFFICIENT DEPTH TO SERVE AS THE .� OBSERVATION TRENCH. 0► 7.50 gb i� 6' TILE INV. rt 91.50 91 PLACE CAP ON END s8 TEMPORARY (DIVERSION 09 SEE DETAIL. 99 CONTROL PNT j 1 BURIED RWAR�-✓ 1 x + 51 60=00 E - 5000.0000 ELEV - 1Dq 29 GRAPHIC SCALE 60 0 SG 40 120 ( IN FEET ) 1 inch = 60 ft., M PHY FARMSINC. P. 0. BOX 759 Rr_7SE HILL, PHONE (910) 289 - 2111 NORTH CAROLfNA 28458 SIM ■ 1U1 PRECAST CONCRETE PULL PLUG Box 017 PRECAST CONCRETE TOP ELiVATM - 105'.00 \ u 4 PULL Lim Box BOTTOM ELEVATION - 1=00 TOP ELEVATION - 105.00 f D INV. OISCHARGE a 140.213 _ %QD, SOtMM ELFVAT04 - 1OZ33 A INV OF DISCHARGE - tM 16 0-10 FM 2W LF OF 6' PVC 1 FORCEUN c MIN. Y DEPT 3' n ��� Call. ' r,2�' LOADINGHUTE I r !lIIII \-:-75' RADIUS rn v p -4 6 t o C --- TRucx C, TURN AROUND � I gr I R-6 b O R_t f 1 EXISTING FFCD TANK SHED ELEV = 104.50 PRECAST CONCRETE PLUG Box - TOP ELEVATION - 106.10 BOTTOM ELEVATION - 103.4-3 r INV. OF DISCHARGE - 102.26 d / 1%\ 5' D1A. PRECAST CONC. PLIUP C14AURFR TOP ELEVATION - 106.10 INVERT IN ELEV - 101.46 BOTTOM SUBBRADE ELEV 98,10 6 TILE INV - 90.23 CONTROL PNT # 35 Arr-mm. L► +,. „ • U. > BURIED REBAR COF54MTO PLASTIC SIlBSURFACE V ` / N - 5191.0603 EE DRAIN TILE NTH FILTER 9= SDETAIL !3. �' E - 5456.4645 ELEV. = 102.60 - - 100 =w 336 LF OF 8' DISC / PIPE a 1.52% .0 Q7 4 J' ' JUNCTION _ e>0x TOP - 105,00 14' MIN. INV IN - 100.61 ROAD VADTH n BOTTOM SUBRG - 99.50 0 17 10 LF OF 9' DISC. SEE DETAILS FOR MINIMUM PIPE O 2-20X ROAD CONSTRUCTION STANDARDS 110 LF OF 8' DISC. �'0.r �q HIGH ENO OF PAD PIPE 4 O 5QX �! ELEV - 103.40 P - 5 / C_ EXISTING ;'AD uEt4i,TH LOW END OF PAD WOODS CONTROL PNT TIE z4a`h� -�--- --2so.ocl -- - ELEV - 102.75 Co 0 25 X SL(VPE / BURIED REBAR " 01 - N = 4830.3266 E 4550.Ba08 I ` ` Iy. �)G LENGTH ,QO ELEV. 99.7E m , CHUTE ELEVFEED 102.75 240 EXISTING WOODS - TR ICx 1 TURN AROUND 1? �-»• RADIUS i Deer Track 2-4200 Nurseries i_ s 1500' SETBACK --- FROM RESIDENCE 1 CONTROL PNT # 4 f BURIED REBAR N = 4556-0049 E 5039.5387 ELEV. = 98.29 ApA �°k p FR EARTHWORK CALCULATION DATA METHOD USED: COMPOSITE 'OTAL EXCAVATION - 17,765 CY... EXCAVATED CLAY - 2,516 CY. PAP & DIKE FI L = 133 16� 4 c_Y, * RE2''D FOR LINER - _ 2.516 CY. • NET •• 4,601 CY. CLAY BORROW a 0 CY. 5.; LABLE FOR LINER W2,516 CY. WASTE 2,0CY. • FILL VOLUMES HAVE BEEN ADJUSTED 20% AND CLAY LINER HAS BEEN ADJUSTED 15% FOR SHRINKAGE DUE TO COMPACTION. •• TOTAL EXCAVAnON VOLUME INCLUDES UNDERCUT FOR CLAY LINER. V OWNER: JCT, L.L.C. 412 LAFAYETTE ST. CLINTON, NC 28328 BLADEN COUNTY DRAWN BY, JHD MAY7, 1-997 CHECKED B)': JNT SHEET 1 �?F 4 ,(,ALE: 1 " = 6U' J 0