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HomeMy WebLinkAbout820166_CORRESPONDENCE_20171231NUH I H LAHULI NA Department of Environmental Quai � R (CEI T �SEP 1 7 701,5AMEN North Carolina Department of Environment and Natural Resourc"y[1 If Pat McCrory Governor Mike Hope Mike Hope Sow Farm 826 Chancey Rd Clinton, 28328 Dear Mike Hope: Donald R. van der Vaart Secretary September 15, 2015 Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS820166 Mike Hope Sow Farm Lagoon No. - 1 Animal Waste Management System Sampson County The Division of Water Resources (Division) received your sludge survey information on June 19, 2015. With the survey results, you requested an extension of the sludge survey requirement for the Lagoon #1 at the Mike`Hope Sow Farm. Due to the amount of treatment volume available, the Division agrees that a sludge survey is not needed until 2017. The next sludge survey for Lagoon #1 at this facility should be performed before December 31, 2017. Please call me at (919) 807-6341 if you have any questions. Sincerely, 510 J.R. Joshi Animal Feeding Operations Program cc: Fayetteville Regional Office, Water Quality Regional Operations Section Permit File AWS820166 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Phone: 919-807-64641 Internet: http:lfwww.ncwater.org An Equal Opportunity I Atrirmative Action Employer — Made in part by recycled paper WASTE UTILIZATION PLAN 52-1 to (Q Thursday, January 11, 2007 Producer: Mike Hope Fiaem Name : Mike Hope Sow Farm 82-166 - — -- - -- - — -- --- ---- - -- 826 Chancey Rd Clinton,NC 28328 ..rC���F� R��l�l1/ Telephone # : (910} ssoas30 APR ' AgrlffAr p4 20ry p� R / DV1/q Type of Operation : Farrow to Weanling Swine APR rI1017 Number of Animals: 1200 sows design capacity IDIN14KITE)ALLEREGIOMLOCI 62009 Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface andlor 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.) 1200 sows X 6.1 tons wastelsowslyear = 7320 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 1200 sows X 5.4 Ibs PAN/sows/year = 6480 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 NIACRE USED TIME 5332 1 AUTRYVILLE ALL WA 1 75 0 2.3 172.5 SEP-ARP 5332 1 AUTRYVILLE ALL WA 1 75 0 5.62 421.5 SEP-ARP 5319 1 AUTRYVILLE ALL WA 1 75 0 5.62 421.5 SEP-ARP 5335 1 AUTRYVILLE ALL BC 4.7 235 0 6.02 1414.7 MAR-OCT 5335 1 AUTRYVILLE ALL SG 1 50 0 6.02 301 SEP-MAY 5335 2 AUTRYVILLE ALL BC 4.7 235 0 9.58 2251.3 MAR-OCT 5335 - 2 AUTRYVILLE ALL SG 1 50 0 9.58 479 SEP-MAY 5335 3 AUTRYVILLE ALL SC 4.7 235 0 0.95 223.25 MAR-OCT 5335 - 3 AUTRYVILLE ALL SG 1 50 0 0.95 47.5 SEP-MAY 5335 4 AUTRYVILLE ALL BC 4.7 235 0 9.89 2324.15 MAR-OCT 5335 4 AUTRYVILLE ALL SG 1 50 0 9.89 494.5 SEP-MAY 5320 - 5 AUTRYVILLE ALL WA 1 75 01 5.42 406.5 SEP-ARP 5320 5 AUTRYVILLE ALL WA 1 75 0 6.9 517.5 SEP-ARP TOTALS: 9474.9 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- L---eased- ----- - - --- -r 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 Bc HYBRID BERMUDAGRASS-CONTROLLED GRAZED SG SMALL GRAIN OVERSEEDED WA WINTERANNUALS UNITS LBS NIUNIT TONS 50 AC 50 AC 106 Page 3 of 9 TOTALS FROM TABLES 1 AND 2 ACRES Les AW N USED TABLE 1 1 42,181 9,475 TOTALS: 1 42.18 9,476 AMOUNT OF N PRODUCED. - -- 60480- - - -- - - - ' BALANCE -2,995 *** 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 1056 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1.58 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. Faiiure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. APPLICATION APPLICATION TRACT FIELD SOIL TYPE CROP RATE (inlhr) AMT (Inches) 5319 -1 AUTRYVILLE ALL WA 0.60 *1 5320 AUTRYVILLE ALL WA 0.60 *1 5332 -1,-1 AUTRWILLE ALL WA 0.60 '1 5335 -I,-2,-3,-4 AUTRYVILLE ALL SG 0,60 *1 5335 1, z, 3, 4 AUTRYVILLE ALL BC 0.60 *1 * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 4 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. B. 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 any 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: Mike Hope Sow Farm 82-166 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. I (we) understand that I must own or have acres 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 OWN . Mike ope SIGNATURE: NAME OF MANAGER (if different from owner): SIGNATURE: ,/Z:r. DATE: /-// — 0 7 please print DATE: "II - U 7 NAME OF TECHNICAL SPECIALIST: Curtis Barwick AFFILIATION: f A i vrerb5' ADDRESS (AGENCY): /C 3 Cco.,47 Clinton, NC 28328 (910) 592- 9090 SIGNATURE: DATE: -II -fir 7 Page 9 of 9 41MM 0 Lid el low w It in? 43,0 I to IL , , Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: Ag Rain 3.7" traveller Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hydrant No_ (ft/min h r. Width ft. Len th ft feet Inches at Gun{ si at reel( si Pattern Comments - Acres er pull Sheet3 TABLE 3 - Solid Set Irrigation Gun Settings Make, Model and Type of Equipment Nelson 100 gun Operating Parameters Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating and Number of Diameter Along Between Rate Diameter Pressure Time Line No. Hydrants (feet) Pipelines Pipelines (inthr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres per lone F1,H1 1 240 140 140 0.53 0.6 60 1.41 0.38 H2 1 240 140 140 0.4 0.6 60 1.88 Q.5 H3 1 240 140 NIA 0.4 0.6 60 1.88 0.5. H4 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H5 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H6 1 240 140 NIA 0.8 0.6 60 0.94 0.28 H7 1 240 140 NIA 0.8 0.6 60 0.94 0.28 H8 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H9 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H10 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H11 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H12 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H13 1 240 140 NIA 0.4 0.6 60 1.88 0.55 TOTAL ACREAGE = 5.94 Sheet4 TABLE 4 - Irrigation System Specifications Traveling_Solid Set Irrigation Gun Irrigation Flow Rate of Sprinkler m 255 81 Oeerating Pressure at Pump (psi) 97.4 77.8 Design Precipitation Rate inlhr 0.38 0.40 Hose Length feet 1050 XXXXXXXX Type of Speed Compensation Mechanical xxxxxXXX Pump Type PTO, Engine, Electric Engine Engine Pump Power Requirement h 23.4 14.7 TABLE 5 - Thrust Block Specifications THRUST BLOCK LOCATION AREA (sq. ft. 90 degree bend 4.39 Dead End 3.12 Tee 2.18 Gate Valve 3.12 45 degree bend 2.37 Page 1 HAR�DI HOSE TRAVELING GUN SYSTEM COMPUTATIONAL WORK SHEET Farm Name 'k-FarnteNumber , 2�� �" y 3 � Field Number /, /-5, / Existing System Travel Lanes lntehor� Exterior Wetted- Diameter. (ft) Lane Spacing (ft) 0 As a percentage of wetted diameter 7 Hydrant Layout Multiple lanes Single hydrant PULL # interior Exterior l, & acres start end of pull Table CC 7-C— Column 76 acres middle part of pull 3.w.;L /0 V iso :::� (pull length 7'W ft X wetted width 21-0 ft / 43,560 ) _ acres stop end of pull Table Column TOTAL acres for pull PULL # Interior Exterior I Yp acres start end of pull Table zT)S_ Column B JV- acres middle part of pull (pull length 00 ft X wetted width /-t c} ft 1 43,560 } acres stop end of pull TOTAL for Table Column acres pull PULL # c3 Interior Exterior St'o acres start end of pull Table Column 4� acres middle part of pull (pull length ?fD ft X wetted width e40 ft 1 43,560 } acres stop end of pull TOTAL for Table Column acres pull PULL Interior ✓ Exterior ,71 acres start end of pull Table 7 Column acres middle part of pull (pull length NO ft X wetted width d 00 ft 1 431560 ) acres stop end of pull Table Column TOTAL acres for pull PULL # S Interior. ✓ Exterior 7 c acres start end of pull Table C T 7r Column A3 acres middle part of pull (pull length i ft X wetted width S10 ft 1 43,560 ) acres stop end of pull Table Column TOTAL acres for pull PULL # Interior Exterior . ?,14 acres start end of pull Table : 25 Column u, 7 re acres middle part of pull (pull length ';yo ft X wetted width ft 1 43,560 } acres stop end of pull Table Column TOTAL acres for pull 4.'.1 • ! t i�1 a. 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Y L�,` �y 1 r M�1 y ' �„I,ri .,�,r �', .� � .. "t•: Ir �'^ ' I b •." 77 •'� ,itl� 4i - " � �u ,+•. ' t.".tY"T+ `t: } r '1.. • P. ;! • _' 1•-.�r•.'P`W,I .YI'ft ■■YY, +' �C^t' � ,-� - . - . �'Ss%�.•' Ir•.. Fr•L^s k` ' �' �Ka, 11ni �. '• r 1� { IJ �� .. .'• r •-r (�' � +c �.1� `, `+ 'ty •I• �-,,:, i � � I Le r ,t tt s Y,�,» 17 �f�',. ,l r%. ti I Rye-._ TZ'•.k• : +. ... .. 1 - � W.F`.,:1P.14' � V Si. �I•�J� _ •::.`•". ski d,'.,".1`,'. �`,;`tr�' T � i J �' I '� ��. y t' i .. +•t� :s It��M1�!}+w�::. r". - T .�• '+• � ,i 'y'. �F .' ..,ci tit'". i '.I.. ;A'�` a. tract p. field # q. crap r, acres it. 2 PAN balance (Iblacre) TOTAL PAN BALANCE FOR FIELD (Ibs.) column r x s u. application window' - - Sat 9 G�ti G1-11 . - - /D : 7 - 771. P o C 7s' S17 - -��� 2 'CA 7 y - - f v ,. Ttk y Alf�.�,�� �k I ,7003 4 t /,Or- �cpt Quruc� 1LLi�.hilY! SdL�4i41'��"' /--.2-- 0 LI May 10,2007 Mr. Stephen A. Barnhardt Regional Aquifer protection Supervisor Division of Water Quality 225 Green St., Suite 714 Fayetteville, NC 28301 Dear Mr. Barnhardt, MAY l 5 W DENR-FAYETtwLLE REGIONAL OWE This letter is to provide a copy of the Waste Utilization Plans for K & T Farms (82- 622) and Mike Hope Sow Farm (82-166). Specifically, K & T Farms has lengthened the pulls in field 1, tract 3240 by closing out an old dry ditch. Mike Hope Sow Farm has added fields to the WUP that had previously been under an amendment. would be glad to answer any questions you might have concerning these items. I .may be reached at (910) 592-1122 or (910) 590-6314. Thank you for your attention and cooperation regarding this matter. Sincerely, Curtis Barwick Land & Environmental Manager 300 Westover Rd./Clinton, N.C. 28328/Phone 910-592-0105 North Carolina Department of Environment and Natural Resources Water Pollution Control System Operator Certification Commission Michael F. Easley, Governor William G. Ross Jr., Secretary Coleen H. Sullins, Chairman February 21, 2001 Mike Hope 826 Chancey Rd Clinton NC 28328 SUBJECT: Designation of Operator in Charge Farm Name: Mike Hope Farm Facility ID #: 82-166 County: Sampson Dear Mr. Hope: e�� NCDENR MAR 2 7 Zorn Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management system. Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste management system is no longer certified. Therefore, you must designate a properly certified animal waste management system operator as the OIC for your facility. The enclosed designation form must be returned to this office by April I, 2001. This office maintains a list of certified operators in your area if you need assistance in locating a certified operator. Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A47.2 and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for your failure to have a properly certified Operator in Charge designated for your animal waste management system. If you have questions concerning this matter, or if this office can be of further assistance, please call Beth Buffington at (919)733-0026, extension 313. Sincerely, Dwight Lancaster, Supervisor Technical Assistance and Certification Unit Enclosure cc: TAC Files Non -Discharge Compliance/Enforcement Unit Fayetteville Regional Office Central Files 1618 Mail Service Center, Raleigh, North Carolina 27699-1618 Phone: 919 — 733-0026 1 FAX: 919 -- 733-1339 AN EQUAL OPPORTUNrrY 1 AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED 1 10% POST CONSUMER PAPER Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P. E., Director Division of Water Quality October 1, 2004 LDENR-FAY0ULLE 15 200§ Mike Hope - Mike Hope Farm REGIONALOFRCE 6990 Garland Hwy Clinton NC 28328 Subject: Certificate of Coverage No. AWS820166 Mike Hope Farm Swine Waste Collection, Treatment, Storage and Application System Sampson County Dear Mike Hope; On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill 733 (Session Law 2003-28). In accordance with your application received on January 27, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Mike Hope, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG 100000. The issuance of this COC supercedes and terminates your previous COC Number AWS820166 which expires October 1, 2004. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Mike Hope Farm, located in Sampson County, with an animal capacity of no greater than an annual average of 1200 Farrow to Wean swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). 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. 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. Since this is a revised State General Permit, it contains new requirements in addition to most of the conditions contained in the previous State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please payr careful_ attention to the record keeping and monitoring_ conditions in this permit. Aquifer Protection Section — Animal Feeding Operations Unit 1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One NorthCarohna Phone: 919-733-3221 1 FAX: 919-715-05881 Internet: h2o,enr.state.nc.us �atura!!r� An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper 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 2H .0225(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. PIease 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 Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Duane Leith at (919) 715-6186. Sincerely, v for Alan W. Klimek, P.E. Enclosures (General Permit AWG100000) cc: (Certificate of Coverage only for all cc's) Fayetteville Regional Office, Aquifer Protection Section Sampson County Health Department Sampson County Soil and Water Conservation District Permit File AW S820166 APS Central Files `7C,z-5- d2-- fot,�,�5 O�' 6r f�, 11 � �' A)O �� �,p���hcr�' !?�4r /Cr Cd� f��•/tT�/f" G cCll.C.t'�C �rl�.J O✓ fa"J .b ad' G��/f/C �,t/cG �%`dS���j �//O� ` ` e Cpr c� vr7d! /�CJrc /iFYL �p.�YT.G'-v�� C�� �lrJ✓3 i�'a.F.�°�-������io r� February 9, 2000 Division of Water Quality 255 Green Street -Suite 714 Fayetteville, NC 28314 Dear Mr. Brown: RECEIVED F 1 t 2000 OFFICE Subject: Mike Hope Farms Facility # 82-142 & 82-166 Sampson County Water samples have been taken and will be used to update IRR-2 forms. The forms have also been corrected to coincide with acres specified on the irrigation design. The new water samples will also be used to recalculate revised IRR-2 forms to determine the exact amount of Plant Available Nitrogen that has been applied to small grain overseed. Sincere] , Mike Hope "C6rtiricate;.of Coverage AWS820166 Mike Hope Farm Page 2 This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ 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 non -discharge permit by contacting the engineer listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Don Friday at (919) 733-5083 ext. 533. Sincerely, Kerr T. Stevens cc: (Certificate of Coverage only for all cc's) Sampson County Health Department Fayetteville Regional Office, Water Quality Section Sampson County Soil and Water Conservation District Permit File NDPU Files State-of0North Carolina Department of Environment and Natural Resources R"CEOVED Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director Mike Hope Mike Hope Farm 826 Chancey Rd Clinton, NC 28328 Dear Mike Hope: OCT 2 5 2000 FAYETTE111LLE REG. r7c"CE October 6, 2000 1 • • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Certificate of Coverage No. AWS820166 Mike Hope Farm Swine Waste Collection, Treatment, Storage and Application System Sampson County In accordance with your application received on March 1, 2000, we are forwarding this Certificate of Coverage (COC) issued to Mike Hope, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Mike Hope Farm, located in Sampson County, with an animal capacity of no greater than 1200 Farrow to Wean and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003. 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, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. 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. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Animal Facility and Permit Data ' r Permit Number: AWS820166 Owner: Mike Hope Farm Name: Mike Hope Farm Street: 826 Chancey Rd City, State: Clinton NC Zip: 28328 Telephone: 910- 592-8167 Facility Contact: Mike Hope State Reviewer: Don Friday Type of Application: Existing / General / Original Date App Rcvd: 3/1/2000 End Stat App: 5/30/2000 Date Reviewed: Date Withdrawn: Date Returned: Date Denied: Date Issued: Region: Fayetteville County: Sampson Lat: 34.9097 Type of Operation: Swine Reg Comm Reqs: 4/24198 Reg Comm Rcvd: 5/12/98 Add Info Reqs: Add Info Rcvd: Ot Ag Com Reqs: Ot Ag Com Rcvd: Comments: 6/18/99 - gave permit app to Bob Heath, he'll hand deliver - SCL 2/23/00 FAXED General Permit appl. to Hank Gay of J & K Farms. JWA Printed: 3/7/2000 Long. 78.3372 State of North Carolina Z. 413 3 S f Department of Environment and Natural Resourc Division of Water Quality ���VE Non -Discharge Permit Application Form S (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) Ep 2 2 2o�U General Permit -Existing Anima! 'Waste Op 1 't�-CiMALITY s �; The following questions have been completed utilizing information on file with the bivl%trT1P1e&se review the information for completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. ]. GENERAL INFORMATION: 1.1 Facility Name: Mike HoleF m 1.2 Print Land Owner's name: Mike Hnoe_ 1.3 Mailing address: 626_Chancey Rd City, State: Clinton NC Zip: 28128 Telephone Number (include area code): 910-592-R 167 1.4 County where facility is located: Sam son 1.5 Facility 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): 701 S. Clinton 6 rniles to —Butlers crossroads t mile S. Bgtle� 1.6 Print Farm Manager's nn,ne (if different from Lattd Owner): �J V h n 1.7 Lessee's I Integrator's name (if applicable; please circle which type is listed): 1.8 Date Facility Originnlly Began Operation: _01/0II94_ 1.9 Date(s) of Facility Expansion(s) (if applicable): i1JM 2. OPERATION INFORMATION: 2.1 Facility No.: 82 (county number); I66T (fnciiity number). 2.2 Operttiun Descrtptiun: -wine operation Fai-Tow to Wean 12M Cerdfiedvyje,.. 'gn Capacity Is the nbuvc informtui0n correct? a no. 1f no, correct beluw using dw design capacity of the facility The "No. of Anitn,d;s should be the maximum number for which the waste management structures were designed. '.hype of Swine No. of Animals T of Poultry i, o. of Anin)415 Typt gj Cnalz No, of Animals 0 Wean to Feeder 0 Layer J Dairy ZFdcr to Finish 0 hon•Lxycr 0 Beef ruw to Wunn (4 sow) 00 0 0 Tui kev 0 Farrow to Feeder (k sow) 0 i'wrow to Finish (# sow) Other Type u1 L1v,;S10ck on the farm: „--_ No. of Animals: FORM: AWO-G-F 5/28/98 Page 1 of 4 82 - 166 DIV OF WATER QUALITY Fax:919-?15-6048 Feb 23 '00 13:07 P.02iO3 2.3 Acreage cleared and available for tpplication (excluding all required buffers and areas not cowered by the application system): 75 ; Required Acreage (as listed in the AWSIP): 4fr 2.4 Numhcr of lagoons/ storage ponds (circle which is applicable): % 2.5 Are subsurface drains present within 11H1'ohany of the application fields? YES or�j3l�kl �(plcase circle one) 2.6 Are subsurface drains present in the vicinity or under the laguon(s)'> YES or/NU/(please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Fans Siting Act. MRCS Standard.%etc.) (Swine Only) r�TS ov NO (please circle one) What was the date that this fatality's swine houses and lagoon were sited? 8' -,/- /9T3 What was the dale that this facility's land application areas were sited?. /9f7 _ 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. Applicants Initials 3.1 Onc cotnpletcd nnJ signed original and one uopy of the application for General Permit - Animal Waste Operation~; 3.2 Two copies of a general location map indicating the location vi the animal waste facilities and field locations where animal waste is land applied: 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWNIP). if the ft+ciiity does not have a C;AWMP, it rnust be completed prior to submimi of a gtmeral permit application for animal waste operations. The CAWMP must include the following components. Some oj'rhesr comporrenri may nut have been required at the lime the facility was certified but should be added to the C4WMp for permiabig purposes: 3.3.1 The WW%te Utilization Plan (WUP) must include the amount of Plant Availahic Nitrogen (PAN) lsrnduced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigariott. injection, etc.) 3.3.3 A map of every field used for land application. 3.3A The coil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3,6 The Realistic: Yield EApcctation (RYE) for every crop shown in the WUP. 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.39 The required NRCS Standard xpcciftcatinns. 3.3.10 A site schematic. 3.3.1 1 Fmergency Action Plan. 3.3.12 Insect Control Checklist with chosen best mnnagcment practices nutcd. 3.3,13 Odor Control Checklist with chosen hest management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/stornge pond capacity duvumenlation (design, calculations, etc:.). Please he sure lu include any .site evaluations, wetland determinations. or hazard classifications that may be applicable to your facility. 3.3,16 Operation and Mttinienancc Ran, If your CA W MP includes any cumpuncnts not shown un ibis list, plcnbc include ilia additional components with your submittal. FORM: AWO-G-E 5/28/98 Page 2 of 4 82. 166 DIV OF WATER QUALITY Fax:919-715-6048 Feb 23 '00 13:07 P.03iO3 Facility Number: 82 - 166 facility Nnme: Mike Hope Farm 4. APPLICANT'S CERTIFICATION: (Land Owner's name listed in question 1.2), attest that this application for a{ I'ce— o at (Facility name listed in question 1.1) has been reviewed by me :and is accurate and cnmplete to The best of my knowledge. I understand that if All mquired pare of this application arc not completed and that if all required supporting information and attachments ire nut includ(;d, this application package will he returned to me as incotnplet Signature _ _ .,..__ _._ Date oAL6 C� S. MANAGER'S CERTIFICATION: (cm late rntly itdiifeT nt from the L:+nd Owner) h 11 6 Or .7 (Manager's name listed in question 1.6), attest that this application for /fir ku_ 4-aep -__&'Cr^ (Facility name listed in question 1.1) has been reviewed by tee and is accurutc and complete to the hest of my knowledge. I understand that if all required parts of this application are not completed and that if ail required suprorting information and attuchments are nut included, this application package will be return ns incurnplctc. Signature ♦ Date Co THE COMPLET -D APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION ARID MATERIALS. SHOULD 13E SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT 1617 MAII. SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 733-S083 FAX NUMBER: (919) 733.0719 FORM: A W O-G-E 5/28/93 Page 3 of 4 82 - 166 j LAGOON DESIGN CHECK LIST 1. Copy of 025 and supporting maps included if clearing involved. (including access roads and waste application system sites) •.� 2. Dam Safety Exclusion a. Dike not over 15 feet high to down stream slope and not over 10 acre feet storage to top of dike. 13. Storage Volumes tea. designed volume exceeds needs —b. all temporary storage is designed above the seasonable high water table. -c. minimum of 6 feet treatment volume depth available ,d. no sludge storage statement included if landowner so requests —4. Operation & Maintenance Plan (sheet included) -a-. begin and end pump -out elevations shown -5. Location Sketch (included) -.a. distance and direction to nearest residence shown b. road numbers shown C. north arrow shown r.6. Hazard Classification Sheet (NC-ENG-34 included) -a. distance to nearest stream in event of dike failure shown b. distance to nearest public road in event of failure shown --c. topo map of area to support a & b above included 7. Waste Utilization Plan (included) a. all tracts, field numbers, field acreage, (available acres excluding buffers for ditches, roads, homes, property line, etc.) crops shown b. signatures of producer & person preparing plan c. pumping agreement signed by adjoining landowner showing tract numbers, field numbers, acres, etc. if needed d. legible ASCS maps of effluent disposal fields included e. legible soil survey sheets showing all effluent disposal fields included f. suitability of soils for crops planned assured g. attachment "B" on sampling procedure included --8. soil Investigation Sheet (SCS-ENG-538 included) -a. minimum of three borings on Class IV & V lagoons -b. borings 2.0' below designed bottom of lagoon ,c. location & elevation of borings in relation to grid survey d. seasonal high water table at highest elevation e. borrow area location shown WASTE MANAOEMERT SYSTEM FOR MIKE HOPE TABLE OF CONTENTS 1 Cover Letter 2 Sails Map, 2 Conservation Plan Map 4 SCS-ERG-538 (Sail Investigation) S NC-ENG-34 Hazard Classification 3 Lagoon Design Eata Z Waste Utilization Plan 2 Seeding Specifications 9 NC-ENG-IZ (Excavation) 10 NC-ENS-12 Qmbaakment) 11 NC-ENS-12 4Rad) 12 NC-ENE-40 (Plan of Excavat:an Waste S=orage L&goo& !S Typical View of A One-Etaoe Lagoon 14 Operation and Maintenance R;an 15 Specifications for Construction of Waste Treatment � •ns �. �Rgc, 16 Topojraphical Map W/Lagoon 3 Hsu5eL 17 Croan-Sections of Lagoon a Pad � W�2 USDA -SOIL UNITED OCNEEFNATION SERVICE STATES _ _1_. D EAST .zI.,I�vA;J STREET DE, AI•;TMEI. OF PHONE (T1''') A'WzICULTURE ---------------------------------------------------------------- C'PERAT1= Please r-eview the attac hed plan a;";rr speC:flCati:_-ins Reta, r1 th i a I:l ! sr: f C, .6, y'o u. use a;.'e,-:",,,,dIs t , S st:'':tri,3 I y r"eCC=:firrenul ed teat you, ` ciur Ccirltr ac" :; a.-;,d the Ci_rlSe:-Vat:I:'r; �er'V i CL te:"Sitrih"iE !'.,a:"$ i rl agr-eeY^ent 'c.S ti:; h.:;w 'p Ihe waste i;:::r1 i s tc' t;e corps wruc tad . S er.s ,r;r;e ; .14i ! I meet w i th a! I f':rlCPr,'sEi, �ta1,4 ES a;'s:j .13!Ir:: t`,':?r' t IE SI'`e tJ t':;(I!aSri ai 1 fIa"5 an filar-k; n s. It I s If; or't.arrt t1;aV e`.'er"yore under stands what i s e::pected Si? that f i r:a i r;s-'I- c t i t:tr1 meets F' I arty aril specf i ca, i ;,r:s ar;d t'-ie ,j; Carl tie car t i f i ed f .,r payrnarlt ( i ACP C:05t-sI"rar'e i : i ,iyC1 I VeU . The pad dime—i5 r15 and j; a jJ e:3 Ft:'e the :asp e5tIrelate T;"fe b u I I d e t:: r c ':t rs t r a. C t ::i r" i s r' e S I'' ci r1 s: ti ; e f i, r" -P i rs a i 1 i�.' f i Ll t a ri d des i sii C., f, the pad s .SCS htar'si.rsr:a I rw i 3.'ss s1. ril l't :4 Capac : ty s, T. I tw ;ia�.ir' Ci1r;Ier'ri r a teen r r ::tl; e d s jr; a nd construct i _tn o the 'waste treatrnrlt ! a,':':;rh, T�;e 3CtUa 1 aIr,1:1LAI-i't t water" i a. ! r"e q L:I r"E 4 W ?tr" pads and :jar;t rrlay .'ary fr-w..-h tale eztirr,ates. i'`ha J',s Sri c,, i ! a term :u L,C talarrce ruts a1-ld fi i i� ate c,.' 'e a— `: ss.1::,e. �' r.:�+3Ct.t.:;ai inatzr is;! r-equ I real aster C;-.,n.itr"uc t rs i C'=I°f;P 1 ?'ta C'r ti"lL' I aj':'C'rl t,";e and o,';riler- w 1 rie',-:tiate r; the Ce FL.'l1" !".C:L•t;;rl =f the ID a:,e;a. .T. t s.`,ou a -;c: IVed4 tna-, c a. f i c a v o" t.;e i 4.7 i:.:,r; w a Uj:i 1-I a i speC ; f a'L ; ::iris t:e I r:,. w..et . Imr'o: s I :-1C ! LlIte ierl`,tuh 1.° _1t�l� dert`I, »+''P'Esr LS_ I i .acerll=riu� Ci =Ct e 1 e v a t :ar. s ti1p t'f:'::::Ir� d i sc: -i a 44jI? �raS . � u.'i sE 'a ARE C•:jL"rI..J.nA'«.. �:4. ��.. _I-.,...:.:.:i ...�:f TE)r�, F i`�_: DE3I'3C, RE';LIfi.F;E;fE`,Cu. ':3. �i ^ T LLB, 1' .,, • � _`� ,_.,,.,A�. f _4,CLi. � : - �-t•i='_ u �:1 }'.,a. EST i MATE 'w'; c.'AD : i. i 1;_, ' c IA . r - 17 ::Y t , C u y `''' s . EST1M.A7r.:. _i D;`.E: 1'_ r7r_r.� C �, t _-,» C:u 'ta r ESTIMATE '_:" :1,NT.:'„AL Ci-, A,',D'. A'. L!N`..-. .. _ _ ° _k CU. E"S'rTMATE C'r TCFoS:..r „EI:II J, Cu. ds. �' P'at , ri r, Des i r'1e:.,,--$--"r73 C%11zc�ecr �a� t�%� i a. t e SITE INVESTIGATION FOR PROPOSED SWINE OPERATION, NOTE: A COMMITMENT TO MOVE A','EAD WITH A DESIGN MUST BE,MADE WITHIN 60 DAYS OR THIS INVESTIGATION BECOMES INVALID. 1 . NAME OF APPL I CANT -7A MyS 2: ADDRESS AND PHONE NO__R•" -jw- 5 a *s---rij5_-__ C LA o taey ._!i C__---- 3. LOCATION ----------------------------------------------------------------- 4. ARE CULTURAL RESOURCES EVIDENT? YES Nth ✓ 5. CONTRACT COMPANY ( I F APPL I CABLE` -/Qc f4^NN-- Po eAkl___-___-_ 6. TYPE OPERATION (FINISHING, OW, ETC) F_ IN F - F 7. NUMBER UNI'iS PLANNED /2Sa e $ 50 S. TOTAL AMOUNT OF LAND ON TRACT--- 42YO--------------------- --AC. 9. TRACT NUMBER ( I F KNOWN) 10. DISTANCE TO NEAREST RESIDENCE FT. 1 1 . SOIL TYPE (S) �--v-=a!&1toA ___-- 12. BASED UPON THE P02LIMINAOY INVESTIGATION IS THERE SUFFICIENT CLAY FOR LINING THE LAGOON X REQUIRED? YES NO 13 . HAS PRODUCER BEEN INFORMED OF WASTE MANAGEMENT REQUIREMENTS? (EQUIPMENT, CROP TO BE PLANTED APP11CATIiiN RATES, ETA:) YES No 14. WILL THIS OPERATION REQUIRE LAND CLEARING? YES NO 15. DOES PRODUCER NEED TO I N I T I A T E AN ACC 1 G26? YES NO IG. BASED UPON CURRENT RULE:, REGULATIONS, AND INFORMATION IS THE PROPOSED SITE SUITABLE FOR THE TYPE AND SIZE OPERATION REQUESTED? YESNO____ IT SHOULD BE NOTED THAT THIS IS A PRELIMINARY SITE INVESTIGATION. DESIGN APPROVAL AT ALL REQUIRED LEVELS ARE NECESSARY BEFORE A WASTE MANAGEMENT PLAN IS FINALIZED AND DELIVERED. IN ADDITION, DISTRICT AND SCS PERSONNEL HAVE MADE THEIR BEST DETERMINATION ON THIS DATE, THE APPLICANT IS RESPONSIBLE FOR PROVIDING ADDITIONAL INFORMATION REGARDING BUILDING PERMITS, COMPANY POLICY, OR OTHER PERTINENT FACTS. ------------------------------ SOS DISTRICT RE E N IVE -�-T- ---- ---------- PPLICANT ---------------- 7-------------- DATE -- to alb, _------------------ DATE Confinment Building Pit TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM Top Width /L"b ►' Pipe (Needs to be adequately supported) Settled Top Elevation 3p.b OUTLET PIPE ELEV.- lyl5-- r� SS 3,a :1 SS 3,b : l t+ TREATMENT LAGOON i� Depth =°.a Bottom Elevation 36,o r SS 3.e 1 4 U.S. DEFT i=tF A 'F' i C:J!TL'F:E St-i T L C:Ct"!^EF:VAT-1 C,N SERVICE NC»ENG-1 N'Aly,E . HCIPE ADDFESw!_ir.i EAE .a1�+_j;:: ATICV EHEE7 Em,,2AENT • "!"t:sr' 1�:DT�: +_ _ _--_-_---.} ----. _ _ _T..._ _ _ _---- _ _ --- _ -1 S TA . 1 E:';0 : S1_'M '_tF D I S . 1 DCIL°BLE 1 AREA ; E . AR7-A VOLT MIN 1 +----! _ _»__j.___--- -+-----+-----------r i C); i?---------F•----._-_.----- .-.--- ------------- �1 11 ti'1�•1 -----_ __----__--------t. -•-_•-•-+-----.-- 7;- 1 F'-, f ---»^+------'•I•' 7, 1 1iji,ji 7_7:�{-}1 f l 0 I 1 -- ---'!-----_-----------+ I_,; -•'_-•--»+..._-.---------..._...-- -------+---__.j.«... _.__._..._-. ... .}.. 1 5 7 I ` wi) _1, _ r _----h----------+ - - -•------y----"--+---.__.__-«_* �� 1 •"f fir• 1 .: I 11 11 115 .. ... _.... ... ...- -i-.___---{^.----------'t- _.___------------ .{- .......- ....}.........._ �..J.. . 4t I 14 -_--.,},,-- -- ----- . 1 'T .. _ {_} I -- ----+------Y - --.--. _ _.. ---- 171 {.%; ij.-----.--------_--_--.---------------------- .19; --+----------+ ------------»_}-___- ._--.-- T '1,• i , I c� 7 , f tj A'_ ,'. �.._. 1�. VOLUME. CiF 1 L FEET CU. FT. Cu. YDS. 'l'JCEMEh;T TOTAL C-i—JM JTED LAY HANK. :SAY DATE Cu. YDS. DEFT. 1_1F Arai I CULTURE SOIL CCINSERVAT'I ON SERVICE NC-ENG-1''Z: NAME. N I k::E H 0FIE ADDRESS: CL i NTC;N EART,HWC1F�:; COMIPUTATICIN SHEET EXCAVATION ---_.--f•----...._.E._------i-------f•----------f STA . E: JD :SUM CIF D I S . DOUBLE I AREA :E.AREA VOLUMN +----+-_----+_- ._--+--_-_--___-__-__- 1, 27', 01 ------+-----+----------- : 56,: 1133 ----------h--___-_--- -- --------------+----------- Sri :')C} 1iCYR- -- ----------------'f- I---_ _+ `i 5[ i 1f_1{_) i '�j.li.) i 1050 .._---- t-------r-------•---- •i �'�y1 i -_._._-_----------_---_. .__- - -----+------I --------__- ------_a---------_----__--4- -------=-----+-------•----;- -------------------! - -------+------!^-----------F f5---.----_--_-1__'.-____-__- 15: {:}I0:------------------- ____---!- ------------------------- 17: C}; Q! ----------'------d----•----'----?- --------------- 1';r Ll i i-'------------ --?-- -'-- - - - - -- . T(')TAL F 7'5�11 DOU:-`.E V{_fL .'._ - W.w. 751_ C•'j. rT. VCILUME CU. YDE. C:i--(MF'UTED BY Flank: Gay LATE 7-2.7:--,71+-7, U.S. DEPT OF AGRICULTURE SOIL CONS�RVATJ ON SERVICE NC-ENG-12 NAME: HOPE ADDRESS: CLINTON n 00 k V` r a U 31 �f w r 00 --o � sr v t w —� N �r s S U J 40 � w a 0 � r M a M N N r4 m T- 1 �. H � t` n EARTHWORK COMPUTATION SHEET PAD +----+-------+--------+-----+----------+ :STA.: END :SUM OF DIS.: DOUBLE ; : AREA :E.AREA VOLUMN t----+------+-------+-----+----------+ 1: 80: 0:-------+-----+----------+ +----+------+ 1149: 20: 22980: 2: 100: 1149:-------+-----+----------+ +----+------+ 2112: 100: 211200: 3: 200: 963:-------+----_+_____----_+ +----+------+ 2051: 100: 205100: 4: 300: loss: --------+-----+----------+ ------+------+ 2002: loo: 200200: 5: 400: 914:-------+-----+-----------+ +----+--------+ 1828: 40: 73120: 6: 440: 914:-------+-----+----------+ +----+------+ 914: 8: 7312: 7: 448: 0:-------+-----+----------+ +----+---•----+ 0: -448: 0: 8: 0: 0;------+-----+-----------+ +-----+------+ 0: 0: 0: 9: 0: 0:-------+-----+-----------+ +-----+-------+ 0: 0: 0: l0: 0: 0:-------+---------- + 11: 0: 0:-------+-----+-----------+ +----+------+ 0: 0 � 0 12: 0: 0:-------+------r----------+ +--- +------- 0: 0: 0: 13: 0: 0:-------+-----+----------+ +----+------+ 0: 0: 0: 14: 0: 0:-------+-----+----------+ +----+------+ 0: 0: 0: 15: 0: 0:-------+-----+----------+ +----+--------+ 0: 0: 0: 16: 0: 0:--------+-----+----------+ +----+------+ 0: 0: 0: 17: 0: 0:-------+-----+-----------+ f----+------+ 0: 0: 0: 1B: 0: 0:-------+-----+----------+ +----+------+ 0: 0: 0 19: 0: 0:-------+------+----------+ +----+------+ 0: 0: - 0: 20: 0: 0------+-----+------_---+ +----+------{---------------+----------+ :TOTAL : 719912: +--------------------------+----------t DOUBLE VOL /2 = 359956 CU. FT. VOLUME = 13332 CU. YDS. ------3 7 4$ e-w y dr, 17,080 c.", 4JS, COMPUTED BY HANK GAY DATE 8-2-93 • AVERAGE GROUND SANDY MATERIAL NO CLAY SANDY CLAY -CLAY 1 FILL 1 �1 VARIABLE 1 � 1 FOOT THICK CLAY LINER ADDITIONAL'EXCAVATION DUE TO LINER: TYPICAL CROSS-SECTION OF LAGOON CONSTRUCTION WITH PARTIAL- CLAY LINER irKE APE VIL �'�aMPso � Co Jf- 7 r 1 FOOT THICK CLAY LINER; f (MINIMUM)` 1 r FILL EXCAVATE THIS AREA AND-, BACKFILL WITH CLAY 1. EXCAVATE f ' 1 f .f VARIABLE 1 FOOT THICK CLAY LINER AVERAGE GROUND SANDY MATERIAL NO CLAY SANDY CLAY -CLAY AVERAGE DEPTH TO CLAY X 1 FOOT THICK X DISTANCE = `%ac/0 CUBIC FEET = 3 L V. 0 CUBIC YARDS f4- J 1 27/CUBIC FEET/CUBIC YARDS Dk0.+oS EX LA vA4;"` , 4N7 5 L rhr4�ER:r�rl �h"F' 'S LAN ��r�sl��rtf�I NE dS 4n uiSC- foil A, I -f-oJ 4'Aic- J*7 /:'1r-IZ 0-3 lkf: S;j S)e>FeS.� , f f BM J i Rh ��� f , �"� � `� ��- � _ 4 ate. "' L �� ���'; ' �. • -� �•j r , .,,ram �•�� ��-"��.JEr�' ��\�_ r5o �� f �1'l`�`n 1' , ��}�} i,l, ,i5 r r l _ �f - �i `�, • yip' &@m .1'r / s,`- , �•r `-� mac. '-.��, I � �� � � �- -•. J� ;Irk._ � �- � /; _ - _ r ! J �1 �� �_� J, Towers ^ i'\,,�`.�, � r-_' i � r�-44 ;! '�,��� j•J � ��� Vic.`,. _-5 .' :. 1 .� �• �,� `` '-, Ify1\�` \ f �L,. /�`?`� , Je? � i'i 1(I�r�'f;�'..` ��.. �/z-, ��,.'l� I! ` ��� �, 1, �\',i •1- •�. � 7 { }l, ;��� , '� r � ��`�'"' 186 iii !� i�,T 0 �} i`` �1 � r--• % ( � � ' J,- �-.J• \\\mil rr f�`i ( � `.'�h _`�;«_ e`.`�2 l' r 1 ,+5 ell Iso- 139 -,,w•• - a- � • _ � - k • 1 - ..gym - --"� - - _ \ .1 sm 152 Cem 'sJI es •�� _ ��' �^ t;`-'�- ' �/ a� � _ _, T .- , Cyr, C1' 110 A`- r IDIN A'�;L' M. A r „T�+,,Ahg: PLAN ' 6 E r This i aso,:+rl is .es i grre;J for waste treatment (Permanent st :gage) with rninirnurn clldrrr- cor,tr 1I. The tirna required f:lr• the F+.anr,e,J fluff+J level tci tre reachce J ( perrnar,erit + tFmp+': rar-y storage ) in ay vary ju,e t4 f I ushl i rig c,perat i inns and the ar cm:u;rit cif f r"es~I water- t tie aljded ti, t":e sy stern. The 2s ] grlelJ _ TnClr,tt,5 tern;lilr"ary 5't+:+rage i 5 3r, eat 1 rnata+A V+:+ I Urrn@ t+aseiJ or, : I) waste Prom ari':ma!s; Z) excess r'air:fa! 1 after evap+_+r•at i or,; ar,d 3) t`,e largest '24 hour (one day) r"a i r,fa 1 I that occurs r.in the average of once every Z5 year's. The voI urne cif waste generated from a 3 j v e n dumber" c,f animaIs wi l i t+a fairly constant thlrc,ughciut tr,e year aril from year t year . Th i s estimate is t+asela on i irich,es of e:<cess rainfaI I which, i equal t:+ or exceeds the hiShest c. morlthis excess In a year. The aver-a',;e annual e:cass ralnfa}i is al;:,pr-i;,irna1.eiy - irrch,es. TIherefc+r"e, an aver-,w' e 0 f _ inch;es e:f esr,.es s rainfal I wi l I need tI:I tie F°urn,�ref_I each, yoar'. T.'Ie Z­' ye3r" r"airi}a; i 4'i i I rlil �+t a fact+=+r to corisid%er ir. ar; nri:_1UaI purrP:iCIj C`y'Ci{?, tl.:'t `I"Ii�r s�:ir'a71? vc., I urne must always tie a`Ja 1 1 a i e. A rna;; i murn e i e•Jat C.it 1 5 deter"m i rie,J i n ea.c: hs jes i sn tl:l tle3 i r, I;ru;,:p i ng arl;d th, ; s i s usuEL I 1 y th e ou I et i rlver"f p I, e f!-Grn t, U 1 14 r r,g'1 a . 1 thi£ C, ut I e v l_+ I pe I s nctt ! r;sta I I £ra c, r; the e 1 e .i,at i I::r, ti, i le'7 i purtlrl i r; FleI`MT%r,e;,'t rliar-t;er" IT,ust. 16,e i r,5ta I i a'j :'rl tti I S e i ek: at i clri ti.l i n,'4 i ca.te whaf?n pUrn Fri r:g shl L.L 1 11, beg I r;. An e ! evert S ':I r, fnU S t be estatll i3hle+ t++ nt;+F` hrU13YIrl� tl;I fn3I4";tilr, rntflimUrn t e3;dent da�,tt, (r^ f P e t ) . PUI'rll:+ ,"I L. an be s tar''tie+, r" st,-Ippt:I'.'' ariy t r rr,e bEtweer, these twc' e1e'':atI,Ir:, f.-ir c, er-'atirtcoriveni2'Ice as site ccirld:ti+:n perm:i weatheFr", sir 1s cr"Q�:, artd elylll I:nP_rit to appI'y waste i the+ut r u n o f F or l eac!; i ri3 ) . Lrind acip I i c at i on of waste water i S I"recl::-an a c e 'u-atl e me th,o J Cif d sIz:i sa.l M.ethlo;JS +:+f ai c at I on I r-tc u,JJ . l+ I I s? 4 c e rltel' I -I I VI Y gi.LFl!5, anlj tr a'Ve I I r:Li i -r I ga: I iir; {_are s1.11:1 k+e to ':err, whlerl a --IF; 1 y i I", S4'ds t _ FI` r rarlt .-Urll;'Ff f: !fry r;n T ._ i d i+r" dal'na e tG Grit S. T he Fc+l Ic-,winj ItarnS care tr r ;Ie' :+Ut: .I,t r s strc+r:; y r"ec.,:1mme-rider tr,a the tr"eatriierl I, 1 7iSl 0ri the F,r";_- ct,arged to i;:. t3 capacity t: Flr"e-..,ent e:.,.esB.ve cl11II;Ir-15 dU; ing start-up. F';"e-"cha.rg l rag reiJucres tine cclncentr"at I c;r: ll'F t to i n i i; I a 1 waste er,-t a. I 1-13 t+-Ie I a. C'F, trl2reby r"e IJ UC r rig ctlior-SS <3hou: iJ Lie covered wi th eff I Lsertt at ai I t i.mes. Su)h:rri p;`e.- chat, ;3 i ng i s c I_I,np 1 eted, f lush Lau i lid i r1'L s w i tit recyc l ed I agc-cln I i qu li. Fr esh: wate; s,Lrc,u. d not I:IF -aseI '",Dr" f I ushr , n af':er- irliti{a; fi l l ing. i{ .... . T e fi li t a c r i w It w as t o u L r r I Z a t I I"I n i I ; a r I -s{- aP_ I! 1 w E IJ w T hl ; s FI r ar; r*c,:lrnr^enJs saf,,p r rig a;-: .1-1 -11est I r;3 i-. f-4-as'te seC- A ttachir,er, E:) ba!,_,re 1an.-I' arlpl ICatiilii. Lleq i ri rIumpr-out/of the 1 aqo r1 When f 1 L 'd ! eve . reac�les e ; eva- t i on as rnarl-::ei� by I::errnanent IP.ar'kers. Stop pump-ou� w1her'1 the f I u i d i eve ! r aac`Ies e 1 evat ; .: r: 45.'/Q jur b e f or•e f 1 u! d dearth' i s less than 6 feat deer ! .h i s prevents the ! c.ss of favorab 1 e bac ter• I a) . T`Ie des 13n t_rnar'y stora;3e � 1 e s s `.5 year- s t '.. r M i s 1'FP 40'.1'_ cutr I c feet or 145.1;3!53a1 ! 1:1r1s. As stated before, th I s Vcr I erne w; 1 1 Vary cons i derab ! y fr Orn year t + year• . The rec':+rn needed rna;: i rf urn amount to a;ip 1 y pier" i Sat I is n i s i,ne { i } i rich and t,ie recommended rna:: i rnu;n ap+rr } i cat i on rate i s 0.4 inches j:+Pr hour. 5. Keel; ve;3etat I +I"I on ernba;;f;in2rf t aind ar'ea.s adJacerit ts-' t`Ie I a3oo_tr; rnr:,'.:ed annLIa1 .''y. VP se tat ion shc:+J 1 d Coe f er"t I ! i MEd cis needed to rna i n t a ; n a v i soy r u s stand . F{l-_F+air any Prod ed arras ce: area's danlajed b`, r'+:+clerits argil estab I ; sh i rF vPSetat i i.In. f». AI ! s u r f a c P run ruff I s tCf be d;ver'teJ froro the . a-3C+on to stake I e +:rut I e t s . `r e e p a rnIniinurn u 1 {_' f9eI- C.r•t+r+1arid bu P Per o:+r, e E t C,F 3."a.3 e yetate+4 buffer ai}urid L.'as Ge u"t i zc t r S:+r1 f ; e I i:s ar't . [Ll k iir i y arJ ;aCerit 4 r.r P-I1r�si !ak.e s, .s-trearns or'e:1 ditch&+s stc. Dr.r nu.{i hr w`: t!•11 ri feet fi a r e s i erlce +:rr th i n 1 ifs fec.t of a we l . T>le C:: ear. :dtel'' ric't :+f .":ri" p+? +:+il i b is t l I sLrldi'3e :rf Fe I:+ 1 I ata rlts I r1 t':r rw ater's r:If the Uri i t e d St at E'L The De;,ar-trnent r:4 Ero.,ircinmerlt, Heath, and Natur'a, `(esc,ur'C2s, vISI':rrl C+f E.'IVIr':'rl- 1 in, Pnta I �,i:Lr;-&,jernPrlt, {i'ras the esP,C+ I4 I ti+ r ! I 'ty 'F+ r enf+:+I"C c aw. NOTE W . SPECIFICATIONS F"DP C ONSTRLCT I C iN OF WASTE TR'EATI ME JT LAGOONS ---------------------------------------------------------- CLEAR I NIG All trees and brush s la I ! be remt:tved 'Fr-Cirn C-se construction area tteFor-e any e:.ca`:at i rig Ctr• f i 1 1 ; s star"•ted. Stumps wj 1 1 be r-ern,-*,ved w j tIn i n the area Gf trte f ourida t I in :tf the emnank:ment and f i l l areas and al I excavated areas. A i l stumps an j4 roots e;;ceed i rig orie (1) inch in diameter sha 1 I tte removed to a m i n i rnurn depth OF tine ( 1) f Ctt::t . Sat i sfactt:tr y d i sFtt:,s i t i rtn w i 1 I be Ina,-.e of a l I dear;,. The fouridati on area srial I tte Ir_r tseried tr,or'Ctu'3rrly ttef::ire p I ac ernent o f erntlankment rriater" i a l. La nrin s i to f and pad s i to i F needed tG t1e s t r f F peu4 t:tf tops4 i I ( " and s ocle::p i I ad for use or, d I ke an'd pad s i +apes -"'3 The t+:tpso I I I rl quart i ty i s I rl e:.cess ctf amounts spec i f i ed Cin age +:tree �) . Cut -o'Ff Tr-encri: A CLIt-C1f'F trench ( 1.dhers s.1ac + f i ed ) sha e i „3t3 ! I e:a, a sr:!iw:'1 .I t`ie Pt 1 ans, C::,nstr-ucti _1n: C:;.,n5tr-L'Ct i :1ri of e;.c a',,atac anJ' aar"t;i' . : I ai"e:as _,`ia! j b2 Fie r'F{:1r'i-ned t ri e ri e a is I r> E.: a a,,,i 14r" a. i�'F' � a s FI I a n rl14 . w� F: -'� � a t t 1-1 r e1;u i r"e 1.1r i 1: r" a�1r1r +v i! t;12 S�:S. S.ar" trf ! 1 sria ! rye F1 ; ai: e+� ma;, . w ! I f t5 a►r;14 11:tt ja LIC:e ! I"i starid 1 .i3 WFi'.%2 _ C1MPEL1% sria t'e pe;"f :1 f"fR L'+�le Cla ria ti'UCi IC1i eqLli -+ilie+�lt _1 s;r E?t? S-FoOt u r i n'j p ! aCEmel"it. l•rie eI'fit;ar.l;rner;t cif t'-1i_ i c1.',S-:1c:ri C is I e r,S :a! i Gd usIfig the ,rillr•e kmp2i-, ic,s:s ,na.to r Ia.1s. :1nstr-uC'ti"rr _1 f I i ! htr i' hts s!-ia 1 1 i nc i u d e ten ( 10 1 tier-C R1-it f 1--; se t't ! err,er;t. e, F1 r-1:+t`, A-t a.;gain"Is L` .; ee,; a.j F- n e n _--cL :"a <,t-a 1:+` u n s Liit y,!:rie ioa per- a a.i-2 erlCGuri:we+rpe--I tr,e'y' wi . 1 neEd 10 t;e k'::Ca`:avrd ;(i r { i ) f01:1t _ a ; r urn {' j r, z ,; tlC- ".1W grade and baC.;f i I I Rij ar11J C iM.•aCted W i th a WC:. a1:01eIj ;raterial Ii.e,-C:i,.,SC:,C'-H iefer- tCt 1- s;:11 iii•'.,ew�i�'atil:ln Ir, -.1 mat i, c. .I tl"ie F°;arts Fci r- sp ec ia! C i`i'3i d 8 r a t I o r; s i'Tez aLLt 111 l"1:i srl:lutte tal::eri 11LIr" i riL CC+nctruC'1; i vn tc. j_ r"1=vE,-;t e; i:f?'S'f i Ve Er Cs 11:jrt a rid toE,d irfi2ritat i 1;+ri. Vegetation. AI I e,.,, p, 1Red emttari!;illent ar11� -1iia t+ajr' 2 C!<rls'ti' uCta:t a:.-ea5 S;ia1 ! t+2 See de1J tt:: trie r1 ! anr+ed t, e c: f v eae to i r::ri as S:'1:::4 - s piss t1 ! e aft}r" C+:ti"istI.-uct I1:1n accc,rd i n3 t::1 s2ed; mg S LC f F 1 Cat :+rls siiee... n V j rm US Department of Agriculture Soil Conservation Service ENVIRONMENTAL EVALUATION NC -CPA 16 4-92 Land User/Owner JoMes _Micxe-el-/spa _ County S_Am&4Sor1 Location/Tract & Field Number Acreage Prepared by GLEn r Cc.iFTo n Date f:z /y. Y 2- Brief Description of Planned Practice/RMS/Project Measure: Environmental Factors and Resources to Identify and Evaluate J 1. Is wetland included in the planning area: (References: NCPM; 190-GM 410.26; Hydric soils list; Classification of Wetlands and Deepwater Habitats of the U.S.; National Wetlands Inventory Maps; NFSAM. ✓ No Yes - If yes, -- Identify types present -- Attach environmental evaluation showing what effect planned assistance will have on wetland and how this assistance is within policy -- Have needed permits (CAMA, DEM, Corps, etc.) been obtained by the landuser? -- Make sure no planned practices will put the landowner in violation of Swampbuster 2. Endangered and/or threatened species: (References: 190-GM 410.22; Technical Guide Section I-i(13) and Section I-vii No Yes -- Identify species whose range and habitat needs indicate they might occur in planning area -- Identify on map any designated critical habitat 3. Is a designated natural or scenic area included in the planning area or will planned actions impact on an adjacent natural or scenic area? (References: 190-GM 410.23 and .24) ✓ No Yes - If yes, encourage landuser to consult with concerned agencies, societies, and individuals to arrive at mutually satisfactory land use and treatment. 4. Does the planning area include the 100-year flood plain? (References: NCPM; 190-GM 410.25; HUD Flood Plain maps) No Yes - If yes, -- Is the assisted action likely to have significant adverse effects on existing natural and beneficial values in the flood plain? -- Is there a practical alternative outside the flood plain? -- Has the flood plain been used for agricultural production for at least 3 of the last 5 years? 5. Is an archaeological or historical site located in the planning area? (References: NCPM; 420-GM 401; National Register of Historic Places) ✓ No Yes - If yes, have steps been taken to ensure the protection of this area? 6. Are there any prime, unique, or locally important farmlands in the operating unit? (References: 310-GM) No Yes - If yes, identify on a soils map or legend. 7. Will the action result in sodbusting? No Yes S. Will the action result in swampbusting? No Yes 9. Is there a potential for controversy? From whom? No Yes 10. Are permits required?/Should the person contact permit agencies? No Yes J When an environmental factor or resource is identified on the site, the user will refer to the appropriate reference for policy and document the appropriate action in the notes portion of this form. NOTES, DOCUMENTATION, FOLLOW-UP SCS-ENG-SSe U. S. DEPARTMENT OF AGRICULTURE R&. 5-70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE — J r CROPLAND-ACRESWATERSHEI) AREA MEASUREMENTS WOODLAND -ACRES•. • • • • • SKETCH OF PROPOSED POND SHOWING WHERE BORINGS Locage relerence Point in center lime of dam and Identify on sketch. ■■ ■iSawIM■■■ ■■■ NINE■■■■■ ■■ ■ -- . ■ �■■■■■■■■■INEIE■■■. ONE ■in ■■■■■■■■ ■ ■ MEN ■ •"'■■■■■■■■■■■■■■■■■ ■■ ■■■■■■■■■■■■■■■■■■ ■ ■■ ■ E!`E■■■■■■N EME ■■ 0000100001ME S --no :..PROFILE �.ahe and ,V h'st dam -site and soUlway borinpi first. then ponded arm and barraw pit barings-jeparaIg wjfA vordcal red lime. VConrinued an bacA wherw necessary) Show water table elevations on darn-jite bonngs. E!]1©1,Q Sl oulainnofill Iml®:G31ImIMIM1001©1© ®I■I■t■I■f■Ibdl■.■I■I■I��■I■I■>�t�l■!■1■1■I■I■I■ mnimimIEI■IEI I �El■f®IEI■I■INI®!■I■I■I■IEI■1■ =MINA!1■1■I■I�I�'■1■i■I■1■I■I■Il�I■■I■!■I■I■I■ ��E�JI ■ ■ ®i■■�■I®I■i■I■ ■ !�I■i■ ■f■ ■ ■1■ ®®1■II 1■1■I!�i■ ®1■I®I�I■I■I■I®I■!■I■I�I■I■!■ ®01 MIEI■I■Im10.01■I®I I■I■I■IMI■I■101 I■I■I■ �®I��■I■�il�I■1■I■III■I■1■I■!�!1■I■!■I■I■I■I■ ®� �■1■1■I I®I■I■I■Il�ii■i■I■I■i®!■!■1■I■I■I■I■ ®I■�■I�I■i■ill■i I■I■I■I■i■IEI■iEf■1■I■I■I■I■ ■�� I'�!I■!■I■ICI■��I■Il�II�l1■■IEImINf■1■I■iEI■f .. TYPES OF MATERIAL ENCOUNTERED IN BORINGS (Use one of systems below) UNIFIED CLASSIFICATION USDA CLASSIFICATION GW-Well graded gravels; gravel, sand mix g- gravel GP - Poorly graded gravels s - sand GM -Silty gravels; gravel -sand -silt mix vfa-very fine sand GC - Clayey gravels; gravel -sand -clay mix sl -sandy loam SW -Well graded sands; sand -gravel mix fsl - fine sandy loam SP - Poorly graded sands 1- loam SM -Silty sand gl -gravelly loam SC -Clayey sands; sand -clay mixtures si - silt MI. - Silts; silty, v.finesands; sandy orclayey silt sil-silt loam CL-Clays of low to medium plasticity cl-clay loam CH - Inorganic clays of high plasticity sicl-silty clay loam MH -Elastic silts scl -sandy clay loam OL -Organic silts and silty clays, low plasticity sic -silty clay OH -Organic clays, medium to high plasticity c-clay 1. Suitable material for embankment is available ❑ Yea [:]No (Indrc4re wh•.. lawlea on rho sketch on mww skit) 1 � f f REMARKS: � �y .� C jv\ pl C R r R J 'TA Ar ) 5 Lc rJ L O twf,J 4 E FZ y6 bE uS Z �,� A aNt o,.- lf., Saa y - d!Ay 1; c oil 4C 5 ; is g!ccSS, 2. Explain hazards requiring special attention in design rS.raay., sarfnp.•vck arc} 1 GENERAL REMARKS; 24 25 26 27 28 29 30 31 32 33 34 35 36 37 1 38 39 40 41 1 42 1 43 44 45 48 j 47 48 49 50 51 1 SCS•kNG.538. ^� U. S. OEPANIMENT OF AGRICULTURE Uv• 5-70 S SOIL CONSERVATION SERYI6Z SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE r i WATERSHED AREA MEASUREMENTS CROPLAND —ACRES PASTUPLE—LACRE s•. • • •s ■ CLASS•• ■ • SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx- wAde 111--feet) Locate reference point 7n center line of dam and ideniffy an sketch. ■ ■ ■■■ ■■■■■■■■■■■■■■■■■■ MINI■■■■■ ■� ■■■■■■■■■■■■■ MINI■■ MINI■■ MINI■■■■■■MINE ■■■MI ■■■MINI■ MINI■■■■■■■■■' ■■■MI■■MI■■■■■■■■■■■■ ,MINI■■■ ■11miMINI ■■■■■■■■MINE■■ NoMINI■ ■■■ rENIMMEMIMMINIMEMIN ■■■■■■■■■■■■■■■■■■■■■■■■■■ MINI■ ■■■■■■■■■■■■■■■■s■■■■■ ONE MEN ME ■■■■■■■■■ ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ MINI ■■■■■■■■■■■■■■■■■■■■�■ r BORING NUMBER AND PROFILE Make and list dam -site and spillway borinfits first- them ponded area and borrvw pit borings -separate with mrdcal red line. �n r.Lcd on back where necessarV) Show water table elevations on dam -site borings. ©I I■I■I■Iml■1■.■I■I■I■i■1■l■I■I■l�l■I■I■I■!■ �0=1 11 M093■i0230MMIMIFII■I�i© ��7! ®®'■�■1■i■ham ■I■'■�■i■1®I■ ■I■ ■ ■'�l■1■ ■I■!■ �®1■1■1■1■i►��■f■,■I■I■II■I■I■I■I■13�i■I■I■I■l■ ®��■I■Its■im!■I■■I■I■! • I■I■I■I■I■I■!■I■I■1■!■ ■r73�J1■I■I■!■ I■I■�■f■1■1■!■I■f■i■f■I■I■I■I■I■I■. • �i■!■!■I■�l■1■'4■I■!■1■I■I■!■I■f■I'�!i■!■I■I■I■ �' ' ©'■1■I■I■ICI■I■` 1■I■I■1■'■j■I■f■13�a■1■I■!■I■ �r7� I■I■I■I■■I■���■I■I■l■■1■I■I■f®i■I■i■I■It ��I I■ ■1■I®I■I■ ■�■I■13�l1■ ■I■ ■f■ �'■I■!■ ■I BORINGS MADE BY SIGNATURE& TTTLE:"--,— TYPES OF MATERIAL ENCOUNTERED IN BORINGS (Use one of systems below) UNIFIED CLASSIFICATION GW -Well graded gravels; gravel, sand mix GP -Poorly graded gravels G?A -Silty gravels; gravel -sand -silt mix Gc_'-Clayey gravels; gravel -sand -clay mix SW- Well graded sands; sand -gravel mix S13 -Poorly graded sands SM -Silty sand SC -Clayey sands; sand -clay mixtures ML - Silts; silty, v. fine sands; sandy or clayey silt C L - Clays of low to medium plasticity CH -Inorganic clays of high plasticity MH -Elastic silts OL -Organic silts and silty clays, low plasticity OH -Organic clays, medium to high plasticity USDA CLASSIFICATION g- gravel a - sand vfs - very fine sand sl- sandy loam fsl - fine sandy .loam 1- loam gl -gravelly loam si - silt sil -silt loam cl -clay loam sicl-silty clay loam scI -sandy clay loam sic - silty clay c -clay Suitable material for embankment is available Q Yee No (lndreate where located on rh• sketch on reverse side) :REMARKS: 2. Explain hazards requiring special attention in design (Seepage, spring,. rock etc) GENERAL REMARKS: 24 25 26 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 U. S: Department of Agriculture NC-ENG-34 Soil Conservation Service September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner rkr. County 5A"VriRk'j Community or Group No. Conservation Plan No. Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft. Date of Field Hazard Investigation 7- et- 93 Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. st, El-ev. :Est. Elevation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above Flood Plain: Flood Plain Ft. Ft. Ft. Ft.� 1 2 3 . Describe potential for loss of life and dam ge to existing or probable future downstream improvements from a sudden breach, A 5ur��;�rA_.__e FR�c,�1t a•�-_ �c:a�i,►►,4� A"L- J&AVY,w Ln_0. �Aa�ry 1 4 ���is_ Zoe:: - / r •�a; 4, .� lZajG, N1an��, Ct&'Li a14d XwoW- 150bt4. 5.R. M12 Hazard Classification of Dam (a, b, 4vL 4)anr-Classification (I, II, II1, IV By K �g. C 5 7 name tit e c) (see NEM-Part 520.21) V) Concurred By 4w D.- C name title NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. Date 7-7-S-93 Date f4/Q3 / Opo%rator:MIKE . H-CiPE CwUri ty: SAPSON, Da.te: 08/02/93 Distance tu nearest residence (other tham owner SZ'0 feet 1. STEADY STATE LIVE WEISHT 0 Sows (farrow to f'n�s 17 !bs. = 0 0 Sows (farrow to f e e d e ibs. = 0 0 Hea!f (finisoin8 un|y) X 135 |'Is. = 0 1250 Sows (farrow to wean |bs. = 541250 '0 Head (wear to feedm |bs. = 0 TOTAL STEADY STATE LIVE �EIGHT (SSLW) = 541250 Z. MINIMUM REQ�12IREfi TREA77MENIT VOLUME OF LAGOOIN' Vw|u/:e = 54. '7'50 |bs. SBL� X Treatment Vo|ume ESLW Treatme:t Vci|ume C�/|b. SSLW= 1.0 CF/)b. SSLW Vo|urn e = 541250 cubic feet 3. STORAGE V�LUME FOR SLUDGE ACCUMULATI�N ''��as1 �E�ws�1' TOTAL P,EBI6N VOLUME Iris ide top: len8th 66� feet ; w i d th 160 feet Tof dike at e|evation e e t Freeb�ard 1.� feet Side s|upes nside) �ota| rl�esiSn |aSoon !!quid |e,e| at e|e�/feet 2 o t t o)aSoon at e/e;atioet S�asoqa| hi3h water tab|e e|evatioo 41.00 feot �otu! des i8n urn us sma! fo/mu!a. SE/END 1 SS/-�Mr, Z S'­/Er�JD2C7H DEF'TH 3.0 3.0 3.0 3.0 652.2 152.2 AlF.'EA OF TOP LE;,,'GTH X WIDTH 652 1i=�2 AREA OF B�TTOM LEMGTH X W I D T � = 5SO �8 AREA OF MIDSECTIO,m LENGTH y WI07H, % 4 620 120 99�65 (A f To�} 51744 (Area oF Eottem) 297896 (AMX 4) CU. FT. = [Araa +(4XA/aa Midsect n)+Area tom] X Depth/6 99265 297S96 51.744 2 VOL. OF LAGOON AT L���I� LEVEL = 800547 CU. FT. 5+ . TEMPORARY STCIrnAC C RE;,iU s RED Dra i ria--e Area: Lagoon ( top o d i ke ) Ler:Sth ;( Width = r_. 6.0 1,_, t_> 10 5 L" O t'.) Square Feet L-:u i l d i ri3s (r-ocaf arid I c+t water) Length X W i dt`r = 0 it 0 Square Feet TOTAL LEA 1+) r,i_1•:, Square Feet Des i Sri teroptj::racy :taraSe tct tie 1;=,(,} 'Jays. A. Vo i urne of waste produced Approximate da i I y ,=+rou'luc t i on 3:+f rnarlur.e in CVLB SSLW V+a ! ur:le = 541;1 5t7 Lbs. SS'LW X C-1 +:+f wa ste/ I t+f d.ay X Valurne - 1�":C':1k,ic fe -t i=. V+'r I ur?F :if Was'i Water" Tlh i s i 5 the arnC+urr t c f Fr-esa.te; u3ed f::+r- wash : rr3 f ; ur , r+r- sc+! urree if rr es,, --,ate,, er t.,se+i :, a f! �. �!-� systr-_rn. F, i.i>h s,;�ste.nS Mat r e c i rcu, ate tr'ie l a;,o+:rri -ri.te a,-e a.c-- ch.lrstPd f+:+r- +,. fA. VI_IIUme = a! ,or:sf :ay X t.) Jays :11 I :+rl5 P.=; k. C. Vo+ ur^e c,f ra;ri a; i-I e.;cess eva,:,:+rrat;+_+r, Use Fier i d— ::f t i me .rt.e . . a i :-I "a I I P,;cee+"l=., el"-s;:crrat i , rr by l ar0est arnrrririt. 1::,C} days excess r-aimfai = 7.0 inches Vo I urne = i .C; sic!,es ;; OA rrc ,es p::� r a:t V c, I urns _. iC u c+ i s f e e t C. V:: ; urne c+f 25 yea; - - ZA h ur <, tor-rn V+:, I uf:le = .(.1 i nche:y i_ I rlcrrE} h+Wf' f C+i i D+�. Vc+! ur; e = _ 1 _t::1 C,at: , r_ feet TOTAL -.� -Ji IT ­T—T_ v1 �, Fi a.^.`z• =" +, F;.AL� ;:+A. c feet 5 i; (_ i C: Lit, i s f e e t 41, 5D. 6'1•: ,,r, C:,.,c+ i c f'a8t i13lAL �-r_'-';-' �•ut;rc r feet �. SUMMARY T�ta| rnquired vo|uoe 79694S CL,bic feet Tota| desi3* vo|ume ava |.= 808547 Cubic feet Min. reqrd. trtmnt. vo| |us s!ud 3e accum.= 5412�0 Cu. Ft. At e|ay. 45.9Q) Ft; Vo|= 54126Z Cubic feet (end purn pinS) Tnta| desiSn vo|ume |esm 25 yr-24hr storrr, = 738947 Cu. Ft. At e|ev. 4 Ft; Vo|= T32240 ubic feet (start pin3) Beasona| hi3� wate~ ta L�|e e:evat ' ch must be !vwer tlhan the e!e*a�';on �f t�p o t�ea ment vo|u,re 45.90 DESIG N�ED AF'PRQVE-" 2',': ___�� / ____________________ DATE: _ DAT1E� �OTE: �EE ATTA��E� WAS�E |��ILI�ATI�N 'LAN ADDIT 10�AL T E 3 : ______________________________________________________ U. $.. DUARTNUT Of ANMAT= RC•ER0.40 so i t Camwat 1 on Nevi as Rev. 7/91 PLAN OF EXCAVATED WASTE STORAGE PIT NAME: ; Date: S- 2 ' 43 County: Address: C- 9P, C 01 w.a a S "IDPJ � IN T++ w o[ suet 3 �t0 1 h. • $ ` 5o•C Ale[. T0! ELEV. �+•° �4 ti W � R10 313TIOR Use of facility: Capacity: Soil Type Bench Mark Deecz w � �oTTON [LEV. / (Swb k forr volt= ealeulatiana) .j VY A4 AS}E Le. Rrj ga b Q _776 M. A SS L,, F- d CIEV . Bottom Normal Liquid Level Storage for normal Precip. Maximum Liquid Level 23 yr. Storm Storage Crest SSW Max.Floa Depth Freeboard Top of Dnm M A ao„s�-7- Ft3 Slay. 7e. Slay. (+) Ft, Elev. Elev. (+) Ft. (�) _.1.3_ Ft. Slay._. a Attachmene B ?age i of 3 North Carolina Agricultural -;.tension 5erDiCe Agri -Waste Management mac Qa "M S& . M. , ASC.T.S S aM caz.::aza. os OF LM bPP''.�.IU=16Q8 'A A James C . Barker* I. SAME COLLELW=W L. Semi -Solid Io= '(—e i. Scraped dir= ly =rom lot into spreader a. From loaded spreader, collect about 2 Ibs of —a �-om dimsam = locations using nonmatal:ia collectors. U. From storage a. Collect about 2 lbs of manure from undar :he su'wace crust avoiding bedding = arrais and using noumetzllic coilecuars. S . I.iq tid Hs=ura Slur i. IIndar-slo tad -floor pi a. Zcrand a 1/21, ma m a=uLlie coudui= open on both Bads in= manure to Piz 'floor. b. Saal-tgpar and of conduit {a.g., by pl.aaing a rhumb aver and of coati=) tapping means=e :ha= has entered lower and, remove and empty slu-=y fnto plastic bucks= or aomaraLZic eonraiaer. c. Take subsaatplas :L-am 5 or more locations or a= leas: 1 d. " im and add about 3/46 pin= =o aossuatsl: is sale conra;.nat. it U. Extarfar storage basin or tank a. flake sure mm=a has been well zimad v-1 =hi' a liquid ====-a chopper-age+ator p=p or propeller agizator. . b. Take subsanples :tom about 5 pit locations, from agi:a:or pump or froa maaura spreader and place in a plas.c bucket. * Professor and .?x:ension Specialist, Biological and Agricul=ural Eng:.aeering n_�����..• u..�-�► eA-1 4" Sr3La U i va=z -m. Raleimh. NC. Attachment B Page 3 of 3 II. SAS PREPARATION AND TRANSFER A. Place sample into an expandable container that can be sealed. Rinse residues from container with clean wacar but do not use disinfectants, soaps, or treat in any other way. B. Pack sample in ic8, refrigerate, freeze, or transfer to lab 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. Commercial sample containers and mailers are also available. Concacts: i. A&L Eastern Agricoltnral Lab, Inc. iii. Polyioam Packers Corp. 7621 Qhitepine Road 2320 S. Foster Avenue Richmond, VA 23237 - Aheoling, IL 60090 1rh: (804)743-9401 Ph: (312)398-0110 U. Fisher Scientific Co. 3315 Vinton Road Raleigh, NC 27604 Ph: (919)876-2351 iv, NASCO 901 Janesville Avenue Fort Atkinson, Yi 53338 Ph: (414)563-2446 F. Private analytical labs are available, but sample analyses are costly. C. The NCDA provides this service for North Carolina residents. L. Address: Forth Carolina Department of Agriculture Agronomic Divisi= Plaat/Baste/Solution Advisory Section Blue Ridge Road Canter F.O. Box 27647 Raleigh, HC 27611 Ph: (919)733-2655 At=: Dr. Ray Campbell U. Forward -$4 along with the sample. iii. Include the following idantification information with sample: a. Livestock species (dairy, swine. tu--kay, etc.) b. Livestock usage (swine -nursery, finishing; turkey -breeders. brooArhouse, grower, number flocks grown on litter; etc.) ap" c. Gaste type (dairy -lot scraped manure, liquid slurry; swine -pit slurp, lagoon liquid, sludge; broiler -house litter, stockpile iv. Routine analyses performed on all samples: N. P. X. Ca, dig. Na, S, Fe, Map Zap Ca, B v. Additional analyses performed upon request: DX. No, Cd, Ni, Pb SEEDING REC:OMPf ENDAT I CNIS ------------------------- AREA T C! SHE SE.EDSD: Z. c ACRES JSE THE SEED !M I �;'1"LRE r ?uD T i:A ":ID 0.0 LE.S. FEWtiL•IE G::ASS s 6.0 1_2'S. PER A"RE- (- ST SUITED !=•WCLAYEY CC! ST a!I!., C:i �?;D l" Ci",. ) SEEDD I N DATES: S F'TEI' S,l—_!i 15 TC) NC!VE:r-BEF '2 -:) LES. "FENSACOLA" EAHIA GRASS R 60 LBS. FEE ACRE ( SEE F•I-IS_lTi;OTE NUM2,LER 1 ) SEED I !'uG DATES: ilAR C)!-! 1-5 TO J UNE '_3i) 'ZO.0 LES. HULLED L-:E.R'M'JDA GRASS- LEE. FIE'=', ACRE. ( S°.: I TED FOR, Mi MST S! } I ,__ ;COND I T I' Nc ) SEZD1N,: DATES: A='RIL 1 Tit JULY '21 t ) . C.) LES. F,YE 2RA I NI C'S . Ar:R E ' %U'R'SEF;Y FOR FESCUE) ) 0,0 LL.S. ,;YE GRASS T 40 LES. PER AC-RE("!'=�"F'�� :AF;`� V:-;, ETAT ;C;ti SISEDI,:� :�A'TEE. EEPTE-'IEE"R MWRC:-I :ij LL,S. APPLY T!-;E F OL Li iWI NG : 25, 1' '_'_,iTI C'F� 5.0 TCiNS OF 7}!3LC'lM I T T C' 1- I �.E L n_!r.,S F ER AC .R, ) _50 BALES C F Si,ljALL 5;7:A I "; STRAN SALES F'r•.=. AC:,:;,[:) AL L SURF AC•4 DRAIN;`_'; 3i1)-U D BE "dr' . AL L c _tF, TO SS-^ ALL "';,/ I TSTJR2ED AREAS ,-% . A'!='L ` LIiWC A dli F•Er:TILI ..E THE-;! D_.cla:'. T1= ram'"�=iEF-AF.E A I T= 4 INCHSY st�`' SE- A:Ii� �D. ='F'LY S;,ED Ah1D F I;:;� SE=D?'•'_-_D W1' P. A 'L:ULTI!='AC:I E_Iti i�F, SI'y;ii_,�F: �_::UI, APF''LY MULCH ,A!''D• E C:l'RE W I TIH A MULCT , Ai%:C:-C'IR' I T�_:OL �_�F; i;- , 7 I:`i . NIS O F S:S I S SL':,W'w_, , T:I° STAB'' I i Aha_'i J 1 . ,A A L A; .. r� �I > Ti-, E-:E,='';MUDA G RAS'73 . WHErI US I hJ,S BAH I A , I i IS F: w:Ci!Yt+SE; JD ED T'r;AT I i—ES . -'E;=, A C• CC= C'�!!�11�1��.hJ � ,-; " L A 4�,.._ I N C:� u w D ' =� r ;=iC . DE C _-i V ER UNTIL BAHIA2`F_:A=:;: IS ESTAI::LIS;,E . U.S. DEFT i- F AGF I C:ULTUr;E' SOIL_ C!--t-ISERVAT I ON' SERVICE NAME : lh ., F' e ADDRESS: c 1 i ri to n EARTHWORK. C!OMPUTATIONIE SHEET E)<CAVAT I CfN --------------------------------------- ETA. EIND 1. SC;M -,'F D I S . 1 Di--UEtL AREA i E . AREA 1 VOLUMN 1 +----+------j-------+------+-_--_------ 1 ; -'F=: 0:--------t--_-_-+-----__---+ ._-- -------;----------- +----+._..----+ 1zr. 44 4� = +-'---s.------ -`4 4 i ------+-----------------'-fi 51 ZOO 1 _-------f--__---+_--___-^__- 61 ..41 11'35-...,_------___-_+--____---_- ` ; - N 1 ,• ; ------+------z----------- tj; t_,;-------+------------_-;- 1 k I i�)i Lj1 ---__------«-+»---------_1, -------3------+�_- ...----- -- 12; {i: ii --------------------------- -------------- „i i t_); t.}; --------I•-'----i--•--.-___«_.i 1•'. i {i: ' i-------------•+--------•---f- 15 i l,) t_, ;----_-_-------+- -+ C! , i-) ; _ _ _ _ ------ --------- - _ _- 1 7 I} E-! i -------+-----+•----------„�� -------+-----------.------a. ---- --+-----+----------+ -------+-----+-•-----_---- TC)TAL 1 -_.-•----------------------- _ __ .---•--- i.. C:I_liri;"UTED BY u l^ir. S3*i 13442 C.U. Yu'S. -- --Lo&T- Gul t'b-,. zhDb3 c.,.,. f DATE T-'t-,-,_: NAME: mike hope 1 LINE: e 1 2 3 4 5 6 7 8 9 +--------+--------+--------+--------+--------+--------+--------+--------=--------+--------f 47.0: 46.4: 45.31 30..0: 38.0: 47.01 0.0; 0.01, 0.0: 0.01, +--------*--------+--------+--------t--------+--------+--------+--------t-----------------+ 101, 100i 1481 1?4: 36, 10: 0: 0: 0: 0: +-----------------+--------+--------+-----------------+--------+--------=--------L--------+ 2 LINE: f 1 2 3 4 5 6 7 3 9 t--------+--------+--------+--------+------ --------------------------------------- --------T 46.Z; 46.9; 46.7; 33.4; 3°.4: 46.2: 0.0: 0.0; IM 0.0: ---------+--------------------------i--------+--------}--------1--------+--------}--------} i 111 1001 154. 1241 Sal 11i 0, 01 Ol 01 ------------------------------------------------------ LINE: 3 1 3 4 5 6 7 w 9 f--------+--------�--------+--------+I-------------------------+--------f--------+--------+ 47.7; 43.4; 43.0; 32.0: ,3.0: 47.7' 0.a' C1.0; 0.0; O.GI {-_------+--------+--------+--------+--------------------------+--------+--------+--------- : 1; 100; 153; 1124: 1: S: 0; 0: 0: 0; --------------------------------------------- T-----------------+-------------------------- ---------- +--------+ 1: 464: 1; 4700: 2; 4580: 2; -1367: 3; 5624; 3; 5679: 4: 4712: 4: 1US: 1692: 5: 380: 6; 0; 6: 01. 7: 0; 7: 0: 3: 0: 31 0: 9: 0: °; 0: +--------+ f--------+ : 17072: 18994i +--------+ ---------+ ---------+ 961i ---------+ +--------- +--------+ 1 5I 1 1 J.6�� 1 1 er i s 462c0 rr 44701 41 74V51 3. Vlca, �11 5791: 4i 4712; 4; 1'10; 5. 63; 7: p7: (0; I I !�]3 71 41 �yy 71 r�l� Vl ---------f y--------- 1 17^d•I I •. LIJ11 1 1 10%T%I if rJLi ---------L --------- +-- —---p-C— T I rl Lh71 +--------- +--------f +--------- 1; 48� 1: 4770 40100: 2: 7405: 4: 4712; 4: 38: 5; 43; 5; 38i 6; 0: b; 0 7: 0: 7: 0; 3: 0: 9: 0; 9: 0; #--------t t--------- 1542,'; f---------+ +--------+ +--------+ I r +--------+ RME; hope ' 4 LINE; 3+64 1 Z 3 4 6 7 8 9 +--------+--------+--------+--------+--------+--------+--------+--------+--------+--------s 46.3: 46.F1 46.3: 38.0: 33.0, 46.31 0.0: 0.0: 0.0: 0.0 +--------+--------f--------t--------+--------+--------+--------+--------+--------+--------+ 11 100: 148: 12C 1, 1; 0: T 0: 0; +--------+--------f--------+--------+--------+--------+--------+--------+--------+--------+ 5 LINE; +--------+ +--------+ 1, 47: 1; 4630 2 4630: Z� 6882: 3; 5624: 3: 57C 4; 47121, 41 3a. 5� 46� 5� 38: 6; 0� 61 0: 7; 1 0' 1, '' 0' 1 3; 0, 8: 0: 9 1 01 911 i 1 +-----l!--}--+ +-------+ i 155059i i 17M?i y--------+ +--------+ +--------+ 11V51 +--------+ tu1h1E: mike hope • 1 LINE: 1+00 1 2 3 4 5 6 7 8 9 +--------+--------+-----------------+--------+--------+--------+--------+--------+--------+ +--------+ ---------+ 47.5: 47.6: 48.1: 33.0: 38.0: 47.5; 0.0: 0 & 0.0: 0.0: 1: z?5: 1: 4750 +--------+--------+--------+--------+--------+--------+--------+--------+--------+--------- V1 4V1 In Q 0/110M jI • 4$11 1001 :931 :64; I 761 I 4$, 0 i 1A'I : I 0; 0 ; 3; 73's4 ; 3,I 1 73,?31 ---------+--------+-----------------+--------+--------+--------+--------+--------+--------+ 4: 633Z, 4: :383: 5; 3610: 5; 1824: 7; 0� 7: 0: 3 //0� I Ll 11 9: 0: 9: 0: +--------- ---------+ 1 Z42711 I -Z6W: ---------- ---------- ---------- LINE: Z+00 +--------+ 1 2 3 4 5 6 7 8 9 +--------+--------+--------+-------- --------+--------+--------+--------;--------+--------+ +--------+ ---------+ 46.91 47.7: 47.6; '0.0; 33.0: 46.9; 0.0; O.G: O.a; 0.0: 1, 2??7; 4690: ------------------+--------+--------+--------+--------+--------+--------+--------+--------+ Z: 4760; Z; 9153: 49: 1001, 192: 164: 76: 49: 0: 0: 0: 0: 31 727961 3: 7806: +--------+--------+--------f--------+--------+--------+--------+--------+--------+--------+ 4: KK3 4; ZQ,33: 5: J I ,56C 5: :362! 6: 0: 6; 0: 1: 0: 7: 0: yl GI 81 01 9; 0: 9: 0: +--------+ +--------+ 1 Z4190; : 25405: +--------+ ---------- ---------- 3 LINE: 3+00 +--------+ 1 2 3 4 5 6 7 8 9 +--------+--------+--------+--------+--------+--------+-----------------+--------+--------+ +--------+ +--------+ : 46.8; 47.7: 46.3: 38.0; 33.0; 46.3: 0.0: 0.0: 0.0; 0.0: 1: 2390: 1: 4690: +--------+--------+-----------------+--------+--------+--------+--------+--------+--------+ ?I LI 46'0: Z; r963: 43; 100: 188: 16411 76: 48: 0; 0: 0: 0: 3: 7144: 3' 7%3: ---------+--------+--------+--------+--------+-----------------+--------+--------+--------; 4; 6Z32 4: "Me 5: 3657; 5; 1V24: 6: 0: 6: 0: 7: 0: 7: 0: 8: 0: °: 0; al 0 i I 1 -----•----+ +--------+ 25M: +--------+ +--------+ NAME. hope i LIXE: [ 1 21 3. 4 5 6 7 3 9 T--------f--------+-------^y--------+--------+--------+--------y--------+--------r--------+ 1 45.21 50.01 50.0+ 45.11 47.01 45.71 45.8: 0.01 0.01 0 & +--------+--------+--------+--------}--------f--------t--------+--------+--------+--------+ M 90I 3701 390; 300: L00: 751 0; 01 01 +--------+--------+--------y--------+--------+-----=--{--------+--------+--------+--------f LINE: 1 L 3 4 5 6 7 3 9 +--------t-----------------+--------+-----------------+^-------+--------+-----------------= 1 47.1; 50.01 50.0; 46.91 46.8, 46.3: 47.11 0.0: 0.0! 0.0 +--------}--------T--------+--------+--------+-----------------j--------+--------+--------+ 1 80 90 v701 380: 3010: Z001 80; 01 3y 01 +'---------}--------i--------+--------+------- -- •--------------+------- . 3 L7NE: e 1 L v 4 5 b v L-------------------------- t-------- -----'--------- 1 47 Z 50.0, 50.0; 47.1! 46.4: 4a.3' 47.2� 0,01 O.oi 0.01 +-^----..-�'--------y-'-^----'------------------+--------f--------T--------------.----.------- 1 401 903 4001 41141 .30 L,10, 18U! ni 0. OI ---------+--------+--------+--------+--------f^-------}--------+--------1-----------------i +--------+ +--------+ 1; 3y7'5y0� ; 1 : 1��3 LI 45001 LI [4� 185001 31 166171 31 195001 41 133301 4I 12520; 51 137701 5: 94001 6: 9110� 6: 331 44 7f 01 71 01 31 01 81 01 9I 01 91 !! +--------+ +--------+ 66197; 684951 +--------+ +--------+ +--------+ 1 ai4>1 +--------+ +--------+ +--------+ 40001 11 4:?P ; �1 4EG011 i�'°nl001 2 17,7i52 4' 177.41 41 14070; 5; i3390 � 51 ?36� f 6: 94;,01 61 37041 7: 01 7 1 81 01 S� 0; +--------+ ---------- 6 6 94711 i 6,�.•37v t--------+ +--------+ +--------+ 963� +--------+ 1: 4000; 1: 4114S I L45,''J rl01 e I ZONO' ! JI l�•.�Oi 3! 20600.1 4: 19117: 4: 141201 51 1331J4: 51 9"780 61 94401 61 37041 7; 01 7, 01 131 0; 3; 01 9! 0: 9: 01 +--------f ---------- 4 7,171 I 719GL 1 +-..----.7. +--------+ +--------+ 10M +--------+ NAME: hope . 4 LINE: f 1 2 3 4 5 6 7 8- 9 --------+--------+--------t--------+--------+----------------+--------t-----------------+ 48.6; 50.0; F0.0; 46.2; 46.4; 47.5' 43.6� 0.0! 0.0� 0.0i +--------f--------+-----------------+--------{--------t-----------------+--------+--------{ 35 90: 400: 410: 300 2M 851 01 01 0l +--------+--------+--------+--------+--------f-------------------------+--------+--------+ F LIME: +--------+ ---------- 1: 4250; 1: 4374 2, 4500� " 2aC041 31 13480: 3� 20500: 4; 190241 4; 13360! 5: 14250: 5: K30: 6: 9720i 6: 4038 i Yi aj 7i � ai l 81 0: 8! 0 9! 0; 9; 0; ---------- +--------t 70M: ; 7205c: ---------+ i--------+ 4--------+ i 914 +--------+ f '! �, Scs • CPA • 16 50iL CONsEFIVATION SERVICE �4 Slll�, ,,-A-{ i0� F;�Id s 2 •81 - - CONSERVATION PLAN MAP t • r , y,+N Owner ,! i' � c r*=�L -- -_ - Operator cminty State -- ' ' -- Date • �-" *� �_ _ Approximate acres Approximate scale N Cooperatin; with _ �,.,� �; - _ __ - -__ _ Conservation District " Plan identification I 'Photo number Assisted by USDA Soil Conservation Service; , '' �.�•'`�' .all .� �. •'►`' ,e''��y`• '7"! �,rM !+ ../�� n PC- oL 7.S332. 63 A TS33� °v P s r TaIO. % !i ` -I�J 1 �•� .ram' l• '���: /�.' F, � �4� ',��• ,..�._ - ,' � r _ . 45 T3 t 4 ar �-� t.• �I _i� 53,1•1 ` ti ✓� �15, '� .�'.1�,r� ,��'S� •i' i�� :_�,'� may. , �� - -::r*;'••�', ; ��~ ��• Ir � / , '' MI 11�'i !'• N t �' , • i4i -A V4 61 t r'd a cl . US" Depa�..tm nt' f.'*A91-1 So i I C011si,� 101"I envlco,', PLANNED OUANTITY CALCULATIONS prepared for M I r= C3 F, r= SAMPSON County, North Carolina Designer --------------- Date 08/19/93 Date Jc-b NUmber' 2 M H -Al SECT. #2 LAGOON EXCAVATION t% I ** EXCAVATION ** I ** FILL ** ., Bot I -aft Right Off-CL I CL Dist I A r 6 a Vo 1 unle I Area V Q ILA III G� Width Ss SS (ft) I Sta (ft) I (SqFt) (Cu.Yds) I (SqFt) (Cu.Yds-) 136 3:1 3.1 36. 0 1 0+45 1 e55.2- 1 o.(), 1 55 1 1 e53. I I 0-e E38 3:1 3:1 36.o 1 1+00 1 964. 2- 1 0. 0 I 100 1 5462.e i o Be 3-1 3:1 36.0 1 2+0o 1 9e5-1 1 0. it 1 62 1 7869.1 1 Be 2.1 3 : 1 36.10 1 2+62 1 I11o.8 I 0.0 I-V -Z - ZZ t S F . I Yj.. • w f i i l Ye ••I ,£i•ir~ <' _ - .. .. .i SEC '#i.'LAGU N EXAVATI]N pa '-.2 ' SECTION MMBER Ce)"V er' I in.e `Stat ion 4-1-oo ' ; ORIGINAL DATA ().o /. ,45.7 100.0 1 .48.4- 20 ).0 / 46-9 .. SECTION NUMBER 6 ' :a Cei-tterl ine' Stat ion 437-r.5 ORIGINAL.. DATA: 45.6 (,).o I ..4B.i. 20C).0 / 46.7 - r . ,^ _£ . ' .J' N• r J{;� •,ie. 4. .!'Js o� ;Y e ���� .�y Ij, h�1Y ,�ti 1.�¢ � 1��1 45 ;..0 �Nr �57" ' ` •u ` .. _ 4.r rF �V r ',i ¢, f " s G S-ioG#,n'': zf �,,ri �'� . . •�E*' ` 4 's l' , _ '� "'j ..� s CDepm-t' of. i.cul t�k}',e s6i l Col tservat is tler-.vIce FL NNNED , QUANTITY CALCULAT I ONS ' preparc-d f 0 r r Ff — E-A C) F" f in SAMPSON County, North Carolinck Designer Check:er -------------- Date Date {' :/-J 9.3__ .;Tob,Number 1h'F * Y' # 3f' aF * M• * # il.'�' ,�: ;�. •3i• •3f•'�' �"�"�' �' �' }F 3F fit' �. •�• �• �. •�"3f' ?f' #- i• �. ?4•'if' ?�' *'?f' -}F �f• •�•�'' �{' ai' x. ai•'y�' a4' aE' ?I•'?f"�- * �• •a4"3f"�"�' �' .�E"i4' �{"�{"�"y�•'3f• �' aE•'�• •�• �. x. I+ x. x. �' ?F �' SEC'T . # 1 LAGOON EXCAVATION R I ** EXCAVATION ** l ** FILL ** Bot Left Right Off•--CL 1 CL Dist I Area Volume I Area Volume Width SS SS (ft) I Sta (ft) € (SgFy ) (CLA.Yds) I (SgFt) (CLL.YCIs) e '3:1 3:1. 36.o 1 0+41 € 1174,o l 52 l 253C) . 1 € Be S; 1 3. 1 36.0 1 1 +()t+ 1 1 141 .7 1 0.0. 1 Q0 1 6707.3 1 'o . o 88 3: 1 3: 1 36.o I 2+()o 1 1.113.9 1 100 1 1o728.2 € cj',o 88 S : 1 3 : i. 36. 01 3 hf )t7 ! 1 0a7.4 1 0. C) I too l 147232.0 1 88 3: 1 3: 1 36. r_r 1 4+00 1 1104.6 1 0 1 38 1 16243 .3 1 86 3: 1 3: 1 36.0 1 437+ . 5 1 1071.6 1 ZH��/2 cu,yJ -ra : �y� o „u � • � tti '�i: m� '1J'' . r ' st s y + ; ,3 M1° o +:frw''r�N 'a!�' .t'.r € r : w: . ! :., 4 _: irk `4 f -'.4 � -. .�» x �.:, _1 u' y+ h � S + .+ }L. �• . , �'. a'y P' h i\t�• ",,.�ri} �',. i:�y��rc' S r r- ;r. t !. r`.t`ti. ;.;-.3 s dl e,f�°Ir } ..,1 ' y .._�,e F- r as �iii eF 'F' , �µ� x� ! k [ 1. SA '1'^ 4 {"" -k. i ' V '4x •t, . ��,+'/ 4It'�Y t T `J '"]l� >• \ i ♦; Ii p•1� J .��� i f. e , i W-{ � 'yP � '� 9 LY • 11 F ° VeY 1'44 t a 4H Ei3'1�'Yci1"tfilent 'af �AC�1 lcultus e boil Ccpnservatibn Service CROSS—SECTION' DATA A QUANTITY CALCULATIONS prepared for- ; 'SAMPSON C61_l1-1ty No1-th Carrel ina D ?Slgl�£'1 Checker ickte' .`=s>3%.1I Date ____--_--__--__- J..ob Nurtihei-: IMIA. ' '�' �..}E..�. �' �"�' ;�"�.'x' �' # �• at"�"�.'�.'�. �.'�"�"3i"�..x"*„�..#..�.,,,E"�' �' �"�' �' #'�F # �' �' �' a:-�.'y�"�"�' �• ?F �"* ,e �"�' �' �' �..�' .�' #' �' i�"�"�' .�"�"i�'�.'�"iF i"a�.,�' �• �• �• �• ?E -�' a�"ir t S'ECT.#I:1 LAGOON EXCAVATION TEMPLATE DATA: Beginning Elevation = 38 . Beginning Station = +41 +41 to +41. C\3CL88/3 c_i,00u000 ft/ft +41 to 1+oo C\3CL88/3 C)oo(.){_s ft/ft 1+00 to 2+00 C\3CL88/3 0.00000 ft/ft 2+00 to 3+00' C\3CL88/3 is,00000 ft/ft 3-1-00 to 4+00 C\3CL88/3 4) ft/ft 4+0o to 437+:5 C\3CLB8/3 o,(_)()C)oo ft/ft SECTION NUMBER 1 Centerline Station`" .+41 ORIGINAL DATA:' i_i . c / 48.2 100 , 0 / 47.6 200.0 / 48.2 SECTION NUMBER 2 Centerline Station 1+00 ORIGINAL DATA: 0.0 / 48.1 100. U / 47.6 200. 0 / 47.5 SECTION NUMBER, 3 Centel -line Station 2+00 ©RIGINAL i7ATAa U . +:s /. _ 47 . 6 1 :. 47 .7, 20o.0 / 46.4 c ' NUMBER '. �F ,, .♦L , ,SECTION Ce!"1tL1'l fine .Stat io11 3ll;llj t� ;s� V 0R11GINAt o-DATAJ s' � �,.. x4� �,+� .. t � 4, t G �', `i � 1°Y��, U 1 / Q; 47 ,7 t200 t:s / ; 46.2,r ' ' . EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) EMERGENCY MANAGEMNET SERVICES (EMS) SOIL AND WATER CONSERVATION DISTRICT (SWCD) NATURAL RESOURCES CONSERVATION SERVICE (NRCS) COOPERATIVE EXTERSION SERVICE (CES) ylo-- `/oc- rs`f { 91t ri44'S �r 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 accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may ore may not be possible. Suggested responses to some possible problems are listed belwo. I_1 A C. L E. 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. 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. 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. 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. 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 burrrwuin�g 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. 3. 4. 5. A 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? 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 - -. 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. 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: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) f a. Name: b. Phone: 4 (=- 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 INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (liquid Systems) Flush Gutters Accumulation of solids Flush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. (j Remove bridging of accumulated solids at / discharge Lagoons and Pits Crusted Solids /( t'Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-13 inches over more than 30% of surface. Excessive Vegetative Decaying vegetation { )-Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage ) Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of eying 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 food residues () 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). /1�nspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes )�iminala low area that trap moisture along fences and feed wastage / and other locations where waste accumulates and sturbance by animals is minimal. Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes li.e, inspect for and remove or break up accumulated solids as needed). At,IIC-•November 11, 1996 Dry Manure Handling Accumulations of animal wastes KAernova 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. Pro a for adequate drainage around manure stockpiles. nspect 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 landownerAntegrator 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, 1 nl 1 (Landowner Signature) For more information contact the Cooperative Extension Service, Department of Entomology, Sox 7613, North Carolina State University, Raleigh, NC 27695.7613. A✓ IC -November 1 1, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production J,+'Vegetative or wooded buffers; (>Recommended beat management racuces; i ood judgment and common sense Animal body surfaces Dirty manure -covered animals ,KDry floors Floor surfaces Wet manure -covered floors (]Matted floors; f) Waterers located over slotted floors; f l Feeders at high and of solid floors; () Scrape manure buildup from floors; I 1 Underfloor ventilation for drying Manure collection pits Urine ( ) Frequent manure removal by flush,pit Parital micorbial decomposition recharge,or scrape O Underfloor ventilation Ventilation exhaust fens Volatile gases; Fan maintenance; ��,<fficient Dust air movement Indoor surfaces Dust ( ) Weshdown between groups of animals ( ) Feed additives; ( I Feeder covers; f ) Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon f ) Flush tank covers liquid whiles tanks are filling f ) Extend fill lines to near bottom of tanks with anti siphon vents Flush alleys Agitation during wastewater ( ) Underfloor flush with underfloor conveyonance ventilation Pit recharge points Agitation of recycled lagoon ( I Extend rechard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling ( ) Sump tank covers and drawdown Outside drain collection Agitation during wastewater f) Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater ( I Extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( ) Proper lagoon liquid capacity Biological mixing I ) Correct lagoon startup procedures Agitation { I Minimum surface area•to-volume ratio f) Minimum agitation when pumping O Mechanical aerat;on (} Proven biological additives Irrigation sprinkler nozzles High pressure agitation E''.'Mor"ecommended dry days with little or no wind Wind draft 1 operation pressure I intake near lagoon liquid surface ump from second -stage lagoon AMOC--November 11, 1996 Storage tank of basin Partial microbial decomposition (1 Bottom or midlevel loading surface Mixing while filling I I Tank covers Agitation when emptying I I Basin surface mats of solids I 1 Proven biological additives or oxidants Settling basin surface Partial micobial decomposition ( 1 Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying ( I Remove settled solids regularly Manure, slurry of sludge Agitation when spreading I } Soil injection of Slurry/sludges spreader outlets Volatile gas emissions (} Wash residual manure from spreader after use (} Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying ( I Soil infection of slurry/sludges or sludge on field surfaces ( I Soil incorporsGon within 48 hours I ) Spread in thin uniform layers for rapid drying ( I Proven biological additives or oxidants Dead animals Carcass decomposition (} Proper disposition of carcasses Dead animal disposal Carcass decomposition (} Complete covering of carcasses in burial pits pits I 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 Manure tracked onto public Poorly maintained access roads of Farnn access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management; 0200 Rule1BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128.88 NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig 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 Manual 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; PR0107•.1995 Conference Proceedings Florida Cooperative Extension The issues checked ( ) 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 e. I (Landowner Signature) AMOC••November 11. 1996 MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) ( ) Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial be at least 300 feet from any flowing steam or public body of water. Rendering at a rendering plant licensed under G. S. 106-163.7 ( ) Complete incineration [ ) In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. ( ) Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. 'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual OPERATION & MAINTENANCE PLAN Proper lagoon Iiquid management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summdr/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints 2. cracks or breaks 3, accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: I. settlement, cracking, or "jug" holes 2. side slope stability ---slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprises!" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your Bushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain.. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: I. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. FilI new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the Iining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of I pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. Practice water conservation ---minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Management: Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil rooisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than I foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or -before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: s Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from Iagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would_ your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels ---high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. Sheet3 TABLE 3 - Solid Set Irrigation Gun Settings Make. Model and Type of Equipment Nelson 100 gun Operating Parameters Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating and Number of Diameter Along Between Rate Diameter Pressure Time Line No. Hydrants (feet) Pipelines Pipelines (inlhr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres per zone 1=1, H1 1 240 140 140 0.53 0.6 60 1.41 0.38 H2 1 240 140 140 0.4 0.6 60 1.88 0.51 H3 1 240 140 NIA 0.4 0.6 60 1.88 0.51 H4 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H5 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H6 1 240 140 NIA 0.8 0.6 60 6.94 0.28 H7 1 240 140 NIA 0.8 0.6 60 0.94 0.28 H8 1 240 140 NIA 0.53 0.6 60 1.41 0.41 H9 1. 240 140 NIA 0.4 0.6 60 1.88 0.55 H10 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H11 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H12 1 240 140 NIA 0.4 0.6 60 1.88 0.55 H13 1 240 140 NIA 0.4 0.6 64 1.88 0.55 TOTAL ACREAGE = 5.94 Sheet2 TABLE 2 - Travelling Irrigation Gun Settings Make, Model and Type of Equipment: Ag Rain 3.7" traveller Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc Hvdrant No. (ftlmin) (in/hr.) Width(ft.) LenaEth(ft) (feet) (Inches) at Gun(asi) at reel(osi) Pattern Comments - Acres per pull F2,H1 2.27 0.45 248 450 320 1.26 50 97 300 2.89--- F2,H2 2.27 0.45 240 470 320 1.26 50 97 300 2.74 F2,H3 2.73 0.62 180 370 320 1.26 50 97 220 2.14. F2,H4 2.73 0,62 180 390 320 1.26 50 97 220 2.01 F3,H5 2.73 0.62 220 200 320 1.26 50 97 220 0.95 F4,H6 2.27 0.45 248 400 320 1.26 50 97 300 2.84 F4,H7A 2.27 0.45 240 470 320 1,26 50 97 300 3.15 F4.H7B 2.27 0.45 248 50 320 1.26 50 97 300 0.98 F4,H8 2.27 0.45 248 490 320 1.26 50 97 300 2.92 TOTAL ACREAGE = 20.42 .2?5 a 9'S 23 5 Sheeti IRRIGATION SYSTEM DESIGN PARAMETERS Landowner/Operator Name: Mike Hope Address: Hwy 421 S Clinton, NC Telephone: (910) 592 8167 Table 1 - Field Specifications County: Sampson Date: 6/24199 Approximate Maximum Maximum Maximum Application Useable Size Application per Irrigation Field of Field Rate Cycle Number (acres) Soil Tvoe Slooe % Croo(s) (In/hr) (inches) Comments © �•• �®MM�. r we IrPT.4 mw �?- 1.ta' ilk *.. be IL IV .�,. •�� i':►�.�.. �''= },. apt. • + • � �;�}.ti_ '�..�.:- • : ;was • '• r ape Ak jr db opw qb . . i;f •Y7i� Sheet4 TABLE 4 - Irrigation System Specifications Traveling Solid Set Irrigation Gun Irrigation Flow Rate of Sprinkler m 255 81 Operating Pressure at Pump (psi) 97.4 77.8 Design Precipitation Rate in/hr 0.38 0.40 Hose Length feet 1050 xxxxx (XX Tyge of S eed Compensation Mechanical xxxxx xx Pump Type PTO, Engine, Electric Engine Engine Pump Power Requirement h 23.4 14.7 TABLE 5 - Thrust Block Specifications THRUST BLOCK LOCATION AREA (sq. ft. 90 degree bend 4.39 Dead End 3.12 Tee 2.18 Gate Valve 3.12 45 degree bend 2.37 Page 1 Sheets IRRIGATION SYSTEM DESIGNER Name: Kraig Westerbeek Company: Private Address: 1635 W. Wards Bridge Rd. Warsaw, NC Phone: (910) 293 6787 Required Documentation The following details of design and materials must accompany all irrigation designs: 1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable. 2. Assumptions and computations for deter -mining total dynamic head and horsepower requirements. 3. Computations used to determine all mainline and lateral pipe sizes. b. Sources and/or calculations used for determining application rates. 5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system 6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). 7_ Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE. 8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as appropriate. 9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer. NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters per NC Statutes. Sheet6 Narrative of Irrigation System Operation This system utilizes a big gun solid set (Nelson 100 gun wl a .6" taper bore nozzle), and a hardhose traveller (3.7" Ag-Rain). This system was installed by Mr. Randy Wood. This design covers only the irrigation that is installed. The remainder of the fields used by the grower are irrigated with above ground aluminum pipe. Sets 1,4,5,6,7, and 8 in the solid set system require that the arc setting of the gun be changed to prevent throwing wastewater into buffered or wooded areas. The same is true of reel pulls 3,4, and 5. The grower will use the same pump to operate both systems. It is larger than what is needed for either system, but was already owned by the grower for freshwater irrigation. The grower should moniter his system pressure at the sprinkler periodically to insure that the system is performing as designed. For winterization, disconnect all hoses from the reel and pump and drain. Also, remove the gun from the riser and drain. The grower is familiar with the operation procedures for the equipment used, but should refer any questions to his irrigation dealer. This system should be walked while operating on a regular schedule to check for leaks or other problems. Sheet? CALCULATIONS Sprinkler Specifications Sprinkler Type: Nelson 150 gun Nozzle Size: 1.26 inches Sprinkler Pressure: 50 psi Flowrate(GPM): 255 gpm Wetted Diameter: 320 feet Lane Soacinas Desired Spacing (%): 70 % Design Spacing(feet): 224 'PVC irrigation pipe normally comes in 20' pieces, so round to the nearest multiple of 20. Actual Spacing (feet): 240 feet Actual Spacing (%): 75 % Application Rate Application Rate =(96.3xF[owrate)1(3.1415x(.9xradius)squared) Design App. Rate = 0.38 inthr 300 degree arc = 0.45 inlhr 220 degree arc = 0.62 inlhr 180 degree arc = 0.75 inlhr Traveller Speed Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing Desired app. (in.) = 0.75 inches 300 degree arc = 2.27 ft/min 220 degree arc = 2.73 ftlmin 180 degree arc = 4.55 ftlmin Mainline Velocity Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec." "For buried pipelines, velocity should be below 5 feet per second Pipe size: 6 inches Velocity= 2.89 ft/sec. Page 1 'Sheet? Maximum Mainline Friction Loss Most distant hydrant: 8 Total distance: 1500 feet Friction Loss is figured using Hazen/William's Equation Friction Loss= 0.45 feet1100 feet Max. Mainline Loss = 6.8 feet or 2.9 psi Total Dynamic Head Sprinkler Pressure: 50 psi Loss through traveller: 35 psi Elevation head: 2.3 psi Mainline loss: 2.9 psi Suction head and lift: 2.5 psi 5% fitting loss: 4.6 psi TOTAL(TDH) = 97.4 psi or 224.9 feet Horsepower Reaulred Horsepower = Flowrate x TDH(feet)139601 Pump effeciency Pump Description: Berkeley B4 & JD6059T Pump Efficiency: 62 % Horsepower Required: 23.4 Hp Thrust Blocking Thrust Block Area = Thrust ! Soil Bearing Strength Thrust: 3740 feet Soil Bearing Strength: 1200 feet End Cap: 3.1 ft2 90 degree elbow: 4.4 ft2 Tee: 2.2 ft2 45 degree elbow: 2.4 ft2 Pipe Pressure Rating Check Pressure Rating of Pipe to be Used: 200 psi Max. Pressure on system when running: 97.4 psi 70% of Pressure Rating: 140 psi If Max. Pressure on system is less than 70% of Pressure Rating, OK Net Positive Suction Head Check Page 2 ' Sheet? NPSHA: 14 NPSHR: 6 "from pump curve If NPSHA>NPSHR OK Page 3 Sheet7 (2) CALCULATIONS i I I I Sprinkler Specifications I I I i I I Sprinkler Type: Nelson 100 1 I I I Nozzle Size:1ta er .6 finches I I I Sprinkler Pressure:1 601 psi I1 Flowrate(GPM):, 81I pm I! ! Wetted Diameter:; 2401feet I I 1 Sprinkler SRaclnas I I ! Desired Spacing (%): 601 % 1I 1 Design S acing(feet :1 1441 *PVC irrigation pipe normally comes in 20' pieces, ! I so round to the nearest multiple of 20. fi Actual Spacing (feet): 1 140 feet Actual Spacing (%):I 5811 % 1 I i I I I Application Rate ! I I I I 1 Application Rate = (96.3xFlowrate)Isprinkler spacing squared I I i E i i Design App. Rate =', 0.401in1hr I I 1 I I I I I I i I Run Time per Set I 1 ! ! ! I Run time per set = Desired application 1 Design application rate = hours I Desired app. (in.) _, 0.75jnches I ! I I I l I i I I 1 Run time per set =! 1.881hours I Mainline Velocity I I I 1 Velocity = .408 x Flowrate 1 pipe diameter squared !feet/sec.** I "For buried pipelines, velocity should be below 5 feet per second ! j Pipe size:, 41 inches # Sprinklers Oper.:1 21 ! I Velocity=! 4.131ft/sec. ! Maximum Lateral Line Entrance Velocity 1 ! ! I ! 1 Pipe size: I 4! inches # Sprinklers Oper.:! 21 I ( I I j Velocity =1 4.1311 ftlsec. ► ! I I Page 1 Sheet? (2) Maximum „Mainline Friction Loss i._ I I I 1 } Lateral Used:; 1', Total distance:,' 19001feet I ! I I i I I I i I Friction Loss is figured using Hazen/William's Equation 1 I I I I I Friction Loss=1 1.41 {feet/100 feet i I Max. Mainline Loss =1 26.8i1feet or I 11.6 psi ! Maximum Lateral line Loss I I I I I I I Lateral line friction loss is determined using the assumption that 314 of the Friction Loss I occurs in the first 1/3 of the lateral line I i I I I Total Lateral Length:) 01 feet I I I # sprinklers on Lat.:! 0 i I I Frict. Loss at 113 [at.! 0.001 feet I I Max. Lateral Loss:; 0.00 feet or I 0.00113si ! I Total Dynamic Head Sprinkler Pressure:1 60 psi Lateral Line Loss:; O.00ipsi ; ! i Elevation head:, 01psi I 1 Mainline loss:. 11.61 psi Suction head and lift: 2.5� psi i! 1 5% fitting loss:, 3.71psi i TOTAL(TDH) _. 77.8 1 psi or i 179.71feet Horsepower Required 1 1 1 1 1 I { I Horsepower = Flowrate x TDH(feet)139601 Pump effeciency I i I i I I I Pump Description: I Berkeley B4 Pump Efficiency:! 50i% Horsepower Req'd:, 14.7'Hp ! I i � I Page 2 Sheet? (2) Thrust Blocking I I 1 I I I Thrust Block Area = Thrust 1 Soil Bearing Strength ! I I ! ! Thrust: j 1820ifeet I ! I Soil Bearing Strength: 12001feet I I I I I I I ! I ! I I I I End Gap: 1.51ft2 I 1 ! ! 90 degree elbow: 2.1;ft2 I ! I 1 I I Tee: j 1.1 ft2 I I I I 1 45 degree elbow:1 1.2 ft2 Pipe Pressure Ratina Check I I ! I I I I I I I Pressure Rating of Pipe to be Used:1 160 psi I I Max. Pressure on system when running:! 77.81psi I I j 70% of Pressure Rating:! 112 psi I I I ! I ! I ! I j if Max. Pressure on system is less than 70% of Pressure Rating, OK Net Positive Suction Heart Check ! 1 I I NPSHA:; 151 I I I I NPSHR: 61*from pump curve I if NPSHA>NPSHR, OK Page 3 Producer: Location: Telephone: 55z- Sr�l Type Operadon: 10 Number of Animals: lZab (Design Capacity) The waste from your animal facility must be Iand 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 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. 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, 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 year. With special precautions, 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 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 couserve nutrients and reduce odor problems. Jhe 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 tccluuques, preparation, and transfer of waste samples to the lab for analysis. This waste utilization plan, if carried out, meets the requirements for compliance will) 15A NCAC 21102 17 adopted by the Environmental Managcment Commission. ,dmount of Waste Produced Per Year&allorrs, f13, tons. etc.2 �5 animals X (�.t (�) waste/animaVyear = tlIzo (:) waste/year. Amount of Plant Available Nitrogen (PAN) Produced Per Year +7?a animals XS•`� Ibs. PAN/ani=l/year = b148, Ibs. PAN/year. (PAN from N. C. Tech. Guide-Std. 63 3 ) 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 and surface application: Table 1: ACRES OWNED BY PRODUCER Tract Field Soil Crop Lbs. N Acres Ibs. N Month of ` This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they must be accounted for. N Hurst be based on realistic yield ex ee__L____ — - NOTE: The applicator is cautioned that P and X may be over applied while meeting the N requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in song eastern counties of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Rll�-: LI, I ToKr y, I -oti r q, / Tan f I Aye Table 1: ACRES OWNED BY PRODUCER Tract Field Soil Crop Lbs. N Acres .. Lbs. N Month of 4 f . vI . --W?' Table 2: ACRES WnH AGREEMENT OR LONG 7BRM LEASE (Agreement with adjacent landowner must be attacht,d) (Required only if operator does not own t adequate land [see Required Specification 2]) Traof Field Soil Crop Lbs. N Acres Lbs. N Month of See footnote for Table !. Totals from above Tables Acres Lbs. N Utilized Table I 13.51 2nrlo.o Table 2 1 z, SS 3 °I S 3. a Total 2b. G q z'3, o Amount of N Produced go. a Surplus o eficit Zy3,a 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 elenr err ts. V 0 See attached map.showing the fcelds to be used for the utilization of waste water. Application of Waste by Irrigation w Field Soil Type Crop Application Application TMS TABU IS NOT NEEDED IF WASTE IS NOT BE[NG APPLIED BY IRRIGATION, HOWEVER A SI? BAR TABLE WILL BE NEEDED FOR DRY UTTER OR SLURRY. Your facility is designed for ego days of temporary storage and the temporary storage must be removed on the average of once every CQ MONTTIS. In no instance should the volume of waste being stored in your structure exceed Elevation ! aoJ I�A-,)E- Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil and Water Conservation District office a$er you receive the waste analysis report for assistance in determining the amount per acre to apply and.theprop er application rate prior to- applying the waste. Narrative of operation: WAUE=j=QN PLAN AGREEMEh1T Name of Form: -r-w— O mer/ManagerXgreemcnt .. I (we) understand 'and will follow and implement the specification 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 Division of Environment Management (DEM) 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 ivailable for review by DEM upon request. Name of Facility Owner: - ,�E ti ,f (Please print) _ Signature: Date: . 1'7 Name of Mamager(If different from owner): - Signature: Date: Name of Technical Specialist: (Please pang A �A c� Affiliation: S Address (Agency): b S: tture: Date: ANPqAL WASTE [T,iZAT7ON AGREEMENT (Needed only Vadditlonal land h= to be !erred, etc) hereby give permission to apply animal waste from his Waste Utilization System on acres of my land for the duration of time shown below. .. I understand that this waste contains nitrogen, phosphorous, potassium, and other trace elements and when properly applied should not harm my land or crops. I also understand that the use of waste will reduce my need for commercial fertifizcr. Adjacent Landowner: Date: Waste Producsr. Date: Technical Representative: Date: SWCD Representative: Date: Term of Agreement: , 19 to _ _; 20 Mnlmum of Ten Years on Cost Shared liem.sf (See Required Specification No. 2.) ,• :r '1= iiSS Syr '�•• /," 4 go 31 7,g A HIM WE Ilk MJR W-JII K:"S wiliff W87 MWVj , -0 er 44F V-q4� Aj I 41k46 PA 44 Z'w lk Aw lop: 441- dt OV du lod 0 . A. ILIPI %401 .�p 4, ..qr at 41. 49k, jp *46 IN 4, 's Required Specifications For Animal Waste Management 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 fold 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 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). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration ------------------------------- •---- -...-,..-,..-------------------------------------------------------------------------- ------------------------------ Preview Database Version 1.04 - Date Printed: 09-19-2000 Specification Page 1 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. 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 Preview Database Version 1.04 Date Printed: 09-19-2000 Specification Page 2 applied ar agronomic rates in a manner that causes not runoff or drift from 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. 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 ---------- ----------------------------------------- --------------------------.-------------------------- -----------------------------------.--- Preview Database Version 1.04 Date Printed: 09-19-2000 Specification Page 3 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 a minimum of five years. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. Preview Database Version 1.04 Date Printed: 09-19-2000 Specification Page 4 1 4 I t ' I f { I 11 ( i I r N I � •a I•• , y• i U { 0 0 `a r ' y s a CJ _ ? ! '1 • E ..t t` �' E1 I ' Al2, fl 1 I i i � � w•. j J5 , ... .. .. 4 Lo • i '� cfd 1 -co\J j , it -- :a I ♦- I i •� _ s 1 1T � y 7s �' y ll} ' I •.5 m a I �• � lr F ' . 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