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Home My WebLink About310438_Application_20240312 State of North Carolina RECEIVED Department of Environmental Quality MAR 12 2024 Division of Water Resources Animal Waste Management Systems NC DEQ;DWR Request for Certification of Coverage Central Cf.ice Facility Currently covered by an Expiring Sate Non-Discharge General Permit On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications must be received by the Division of Water Resources by no later than April 3,2024. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee 1. Certificate Of Coverage Number: AWS310438 2. Facility Name: Bill Costin 1-4 3. Permittee's Name(same as on the Waste Management Plan): William Costin TV. 4. Permittee's Mailing Address: 312 Blackmore Rd City: Warsaw State: NC Zip: 28398-7530 Telephone Number: 910-293-7483 Ext. E-mail: w.i.costin(a)gmail.com 5. Facility's Physical Address: 251 Blackmore Rd City: Warsaw State: NC Zip: 28398 6. County where Facility is located: Duplin 7. Farm Manager's Name(if different from Landowner): 8. Farm Manager's telephone number(include area code): 9. Integrator's Name(if there is not an Integrator,write"None"): Mu v-Bmwn� Ad; JG�w 10. Operator Name OIC : William J.Costin Jr. Phone No.: 910-290-2485 I- ( ) Wj OIC# 19638 11. Lessee's Name(if there is not a Lessee,write"None"): 12. Indicate animal operation type and number: Current Permit: Operations Type Allowable Count Swine-Feeder to Finish 3,040 Oneration Tvnes: Swine Cattle Dry Poultry Other Tvoes Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses Wean to Feeder Dairy Heifer Laying Chickens Horses-Other Farrow to Finish Milk Cow Pullets Sheep-Sheep Feeder to Finish Dry Cow Turkeys Sheep-Other Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(FiliNerify the following information. Make all necessary corrections and provide missing data.) Structure Type Estimated Liner Type Estimated Design Freeboard Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline" Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches) 1 Lagoon 1/l/1979 Full,clay 250,505.00 30,013.00 19.50 2 Lagoon 7/11/1994 Full,clay 365,684.00 49,223.00 19.50 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1.The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing: a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.) b. A map of every field used for land application(for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2.A site map/schematic 3.Emergency Action Plan 4.Insect Control Checklist with chosen best management practices noted 5.Odor Control Checklist with chosen best management practices noted 6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist 7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list,please include the additional components with your submittal. (e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name(Print): i /1 oL ir Title: ?e '111« 1_ak JowAef Signature: � Date: z Name(Print): Title: a,ztda(,(�if' fWc JS�� Signature: � �j, �n Date: i�� Name(Print): Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: DECEIVED E-mail: animal.operations@deq.ne.gov MAR 12 2024 NCDEQ-DWR Animal Feeding Operations Program NC DEQ/DWR 1636 Mail Service Center Central Of-liceRaleigh,North Carolina 27699-1636 1 x Nutrient Management Plan For Anibal Waste Utilization 10-09-2012 This plan has been prepared for: This plan has been developed by: Bill Costin 1-4(31438) Billy WHouston William Costin Jr. Duplin Soil& Water Conservation 312 Blackmore Rd 165 Agriculture Dr. Suite B Warsmv, NC 28398 Kenansville, NC 28349 910-293-7483 910-296-2120 Developer Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I(we)understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above.I have read and understand the Required Specifications concerning animal waste management that are included with this plan. Signature(owner) Date -567J71-e A-S Q�d✓'� Signature(manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture-Natural resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: /3. ' g 1 r r Technical Specialist Signature Date 340693 Database Version 3.1 Date Printed: 10-09-2012 Cover Page 1 Nutrients applied in accordance with this plan will be supplied from the following source(s): Commercial Fertilizer is not included in this plan. S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,818,080 gals/year by a 3,040 animal Swine Finishing Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 6491 Incorporated 11147 Injected 12276 Irrigated 7055 Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/ PAN abs) * Applied abs) Deficit(ibs) Applied(Gallons) Deficit(Gallons) Year 1 7,055 9960 -2,905 3,978,551 -1,166,471 Year 2 7,055 11132 -4,077 4,446,617 -1,628,537 Note: In source ID,S means standard source,U means user defined source. *Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this sours 340693 Database Version 3.1 Date Printed: 10-09-2012 Source Page I of 1 t The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,where available. Planned Crops Summary Total Useable Leaching Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE 72431 IA 2.21 2.21 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. tEL113 2.00 2.00 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 1C 2.50 2.50 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 1D 3.30 3.30 NIA Norfolk Corn,Grain 115 bu. Why,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 1E 3.60 3.60 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 1F 3,601 3.60 N/A Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 10 3.60 3.60 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 lsub 2.92 1.90 NIA Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 2A 3.62 3.62 N/A Norfolk Corn,Grain 115 bu. Wheat,Crain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 2B 3.62 3.62 N/A Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 2C 3.62 3.62 N/A Norfolk Corn,Grain 115 bu. 340693 Database Version 3.1 Date Printed 1 0/912 0 1 2 PCS Page 1 of 2 NOTE: Symbol*means user entered data n Planned Crops Summary Total Useable Leaching Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 2D 2.60 2.60 N/A Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 1 2E 1.22 1.22 NIA Norfolk Corn,Grain 115 bu. ` Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 2sub 6.07 5.47 N/A Norfolk Corn,Gram 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 3A 3.62 3.62 N/A Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 3B 3.62 3.62 N/A Norfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,iviauured,Double Crop 35 bu. 72431 3C 3.20 3.20 N/A INorfolk Corn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. 72431 3D 2.50 2.50 N/A Norfolk Conn,Grain 115 bu. Wheat,Grain 60 bu. Soybeans,Manured,Double Crop 35 bu. PLAN TOTALS: 57.42 55.80 LI Potential Leachnnz Technical Guidance o'%v potential to contribute to soluble None <2j iutrient leaching below the root zone_ >=2& Moderate potential to contribute to Nutrient Management(590)should be planned. <=10 soluble nutrient leaching below the root zone. Higlipotriawltocontnbutctosoluble `utrientManagement(590)should beplanned. Other conservation practices that nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency > 10 should be considered. Examples are Cover Crops(340)to scavenge nutrients, Sod Based Rotations(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(3 93)and Riparian Forest Buffers(391). 340693 Database Version 3.1 Date Printed 1 0/912 0 1 2 PCS Page 2 of 2 NOTE: Symbol*means user entered data �. - 0 0 0 0 0 0 0 0 0 0 0 ' o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 o a o 0 0 °' c'o, •^a C c d o C o 0 0 o C o 0 0 0 o C a) O A - � w rn 000 � rn m oOo Or oo aro_ C` OR o v1 a 0 N •p pa �n N O\ vl N N N to C\ 1D CT 10 C\ GC l- O ti O +/1 00 l7 00 V' DO l7 00 00 C' O 'O O Q�Q, 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o ��' •� tY- y a ^ O O O O O O O O O D o O D O O O •F.+ ^'y N O C a V 0 O O C O O C O O C O O C C C C C V• r �r r v n 7 r Ir n st r 7 r •r r • "[! m •d �••� M m M C\ M � M CT M CT M 0h MC) M C\ %0 d' %0 v e It %o y � d- �o � � sf � 7 ' •Z C�. '� O iC V N V N 7 N 7 N N ep N 7 N d• N O \D M ti M b M 'O M �D M �D cn "o cn VD M .ems." 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(�� CO Li E Li 4 1-i 4i F it �-i -g i L �i Iww L -10 4i ` CCU O O O O O O O O O O O O O O O v O O o O O z z z z z z z z z z z z z z z z z z z z 1z z A m C r h oo 00 ca 00 00 Go w OD r h OD M m 00 00 00 n 00 � v� oo m � vs m m � OD Go go OD M v� m m m us GODW u, M d Q U U A A W W W W C'J U au0i 0 N N P4 C4 N N � (# M M M M M M M M M M M M M M M M M M M M M M C9 d' C4 It y.' 7 '7 d' N F' h h h r n r- n n n O O O O O O O•� O 0� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O .-� 00 cs (`1 / 7 �o CJ .1'• to C1 O ko Vo O1 O 00 O 00 C� In N m `G� N O :y \o �Y M M\O m Ot 01 O M\ Ot n n %O R..2 O ,-w .-+ N •� .-+ ct 00 �O m O O O O Cl O O O O O O O O O 4) o 0 m 0 0 0 0 0 0 0 0 0 00 0 a o 0 0 o n N n N h N r N n N h N l^h N O O O 0 r -a adi •n rn r rn n °� h rn n rn t: a. n a, r oto �' y a o '� N �n N N in N N .n N �n N �n .d .�y aj A•+ _ M h cn h m h m n M h M h M 0. b to F c S ob ob ob bo to w 04 on ob ob ob ob ob o O O O O O O O O O O O O O O G d Cd ^ •5? z C. O O O O O O O O O O O O O +• ti � as i C tn' r0 .N-. cn M .N-. M N M N M N M N .Mi O z cn os N W } d d a d = d a3 ? O o en o o o cn o o o �n .flJ � %O M cn m�° M �D M ID M m�D M 11 mO M kD M �C+ N +N•+ O 1 O p� a� � m a� m a� d p •�`+ U A A A A A A A m O O N N n n N N N N CD O CD, O \O to N N 7 7 IO %O IC! l0 CV cV vl n 0] N N �-+ +n wl en• cn en m cn M N N � d O O N N h h N N N N O O O O O 0 b fV N O . N N nn .�.. N N N W 1J M M cn M M M N N ry F d t cn y U N o 44 =14 '� -A 4 4 x � x cb v� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z z z z z z l A 0 .�. Q h r h n n r r h n F7 y ti 00 Go 00G7 GOy on d A A w w N N N N N N M M M M m M M M O y O Fp+ H M M M M m m E.., N n n ` The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum application amount that each field may receive in any one application event. Irrigation Application Factors Application Rafe ApplicadonAmount Tract Field Soil Series (inches/hour) (inches) 72431 lA Norfolk 0.50 1.0 72431 1B Norfolk 0.50 1.0 72431 1 C Norfolk 0.50 1.0 72431 1D Norfolk 0.50 1.0 72431 1E Norfolk 0.50 1.0 72431 1F Norfolk 0.50 1.0 72431 1G Norfolk 0.50 1.0 72431 lsub Norfolk 0.50 1.0 72431 2A Norfolk 0.50 1.0 72431 2B Norfolk 0.50' 1.0 72431 2C Norfolk 0.50 1.0 72431 2D Norfolk 0.50 1.0 72431 2E Norfolk 0.50 1.0 72431 2sub Norfolk 0.50 1.0 72431 3A Norfolk 0.50 1.0 72431 3B Norfolk 0.50 1.0 72431 3C Norfolk 0.50 1.0 72431 3D Norfolk 0.50 1.0 340693 Database Version 3.1 Date Printed 10/9/2012 IAF Page 1 of 1 NOTE: Symbol*means user entered data The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,the number of animals in the facility and the plant available nitrogen application rates shown in the second column. Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,application of sludge must be carefully applied. Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Maximum Maximum Sludge Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation Swine Feeder-Finish Lagoon Sludge-Standard Com 120 bu 150 13.16 38.11 76.22 114.33 Hay 6 ton RY.E. 300 26.32 19.06 38.11 57.17 Soybean 40 bu 160 14.04 35.73 71.46 107.19 340693 Database Version 3.1 Date Printed: 10-09-2012 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days minus the number of days of net storage volume accumulated The start date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or holding pond is equal to zero. Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity. Available 'asteStorat!eCai)acitv Source Name Swine Feeder-Finish Lagoon Liquid Desi;;n Stora(=e Capacity(Da)s Start Date 9I1 180 Plan Year Month Available Storage Capacity(Days) 1 1 28 1 2 67 1 3 103 1 4 140 1 5 176 1 6 180 1 7 149 1 8 118 1 9 131 1 10 143 1 11 156 1 12 176 2 1 180 2 2 180 2 3 180 2 4 180 2 5 180 2 6 180 2 7 180 2 8 180 2 9 180 2 10 149 2 11 119 2 12 88 Available Storage Capacity is calculated as of the end of each month. 340693 Database Version 3.1 Date Printed: 10-09-2012 Capacity Page 1 of 1 Required Specifications For Animal Waste ManaLyement 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design folder that the producer either 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 thereis 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 Meld(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). 340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 1 y 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching.Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer-that 25 feet to perennial waters. 12. Animal waste shall not be amulied 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 applied at agronomic rates in a manner that causes no runoff or drift from the site. 340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 2 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. 340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 3 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept for a minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five(5) years. 23. Dead animals-will be disposed of in a manner that meets North Carolina regulations. 340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 4 V —rs • N" S IV) C it a IlL o - 94 m N� U O � p G N a J� y V m m a L p� to e e � a ct L N ti •1 a � O ❑ ap i Cl � N r� i _ ®l ,` o 3 �i �,11` c EMERGENCY ACTION PLAN A w PHONE NUMBERS 5'3 DIVISION OF WATER QUALITY (DWQ) (910)395-3900 EMERGENCY MANAGEMNET SERVICES (EMS) (910)296-2160 SOIL AND WATER CONSERVATION DISTRICT (SWCD) (910)296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (910)296-2143 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. A. Lagoon overflow-possible solutions are: a. Add soil to berrrl to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. C. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field-actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. C. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that cause the runoff. e. Evaluate the application rates for the fields where runoff occurred. C._ Leakage from the waste pipes and sprinklers-action include: a. Stop recycle pump. b. Stop irrigation.pump. c. Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators-action include: a, _ Stop recycle pump-. b. Stop irrigation pump. c. Make sure siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: a. Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 1 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage notes, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -. After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the sitution. b. If spill leaves property or enters surface waters, call local EMS phone number. C. Instruct EMS to contact local Helath Department. d. Contact CEs, phone number - , local SWCD office phone number - -, and local NRCS office for advice/technical assistance phone number - -. 4. If none of the above,works call 911 or the Sheriff's Department and explain you problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize off- site damage. a. Contractors Name: We-(►_r QrtAd-r" b. Contractors Address: _ 3!J . &"mrr W11 Pd 7' ihe, F MG wP293 c. Contractors Phone: qio -.572O 6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: 11SI) df — N QCS b. Phone: 910-1a6 _XIV 7. Implement procedures as advised by DWQ and technical assistance ag-encies 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 lush system is designed and operated sufficiently to remove accumulated soilds from gutters as designed. (--Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids LAVlaintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a.depth of no more than 6-8 inches over more than 30%of surface. Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoupdment's perimeter. (Dry Systems) Feeders Feed Spillage (I Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. () Clean up spillage on a routine basis (e.g. 7-1 O day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed 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). () Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences and feed wastage and other.locations where waste accumulates and and disturbaitce by animals is minimal. ()Maintain fence rows and filter strips around animal holding areas to minimize accumulatio"M of wastes (i.e. inspect for and remove or break up accumulated solids as needed). AMIC--November 11, 199E Dry Manure Handlirtg Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day Systems interval during summer; 15-30 days interval during winter) where manure is loaded for land application or disposal. l l Provide for adequate drainage around manure stockpiles. () Inspect for and remove or break up accumulated wastes in filter stripes around stockpiles and manure handling areas as needed. The issues checked ( pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying insect control measures as practical. I certify the aforementioned insect control Best Management Practices have been reviewed with me. ( andowner Sig ire) Nil (Farm Name) 3 1 - '+I R- (Facility Number) For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC--November 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source k Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production v getative or wooded buffers; Recommended best management p ctices; ( Good judgment and common sense Animal body surfaces Dirty manure-covered animals � floors Floor surfaces Wet manure-covered floors (XSI tted floors; ( aterers located over slotted floors; () Feeders at high end of solid floors; VT Scrape manure buildup from floors; ( ddyrfloor ventilation for drying Manure collection pits Urine ( requent manure removal by flush,pit re arge,or scrape Parital micorbial decomposition ( nderfloor ventilation Ventilation exhaust fans Volatile gases; maintenance; Dust ( ffiCient air movement Indoor surface`s Dust { ashdown between groups of animals () Feed additives; (I Feeder covers; () Feed delivery downspout extenders to feeder covers Flush tanks Agitation of recycled lagoon () Flush tank covers liquid whiles tanks are filling (.) Extend fill lines to near bottom of tanks with anti-siphon vents. Flush alleys Agitation during wastewater (4,61derfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon () 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 () Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater () Extend discharge'point of pipes underneath lagoon liquid level Lagoon surfaces Volatile oas emissions ( roper lagoon liquid capacity Biological mixing ( rrect lagoon startup procedures Agitation ( imum surface area-to-volume ratio ( Minimum agitation when pumping ()Mechanical aeration ( 1 Proven biological additives Irrigation sprinkler nozzles High pressure agitation ( rioate on dry days with little or no wind Wind draft (.N�Ai um recommended operation pressure ( ump intake near lagoon liquid surface () Pump from second-stage lagoon AMOC--November 11, 1996 Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading surface x Mixing while filling () Tank covers Agitation when emptying () Basin surface mats of solids () Proven biological additives or oxidants Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying ( ► Remove settled solids regularly Manure, slurry or sludge Agitation when spreading ( of 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 ( it infection of slurry/sludges or sludge on field surfaces (�il incorporation within 48 hours ( pread in thin uniform layers for rapid drying () Prglen biological additives or oxidants Dead animals Carcass decomposition LoKProper disposition of carcasses Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits pits ( ) Proper location/construction of disposal pits Incinerators Incomplete combustion ( )Secondary stack burners Standing water around Improper drainage ( rade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter / Manure tracked onto public Poorly maintained access roads Farm access road maintenance roads from farm access Additional Information: Available From: Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Souices and Remedies,EBAE Fact Sheet NCLU-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 NGSU-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 enure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension The issues checked- pertain to this operation. 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O O 3 M (D -< G dam-► V H ((DD �} 2 (D 0 D � n O m N ZU I N o ^C k �O a c n n n n W .ca w m o = D p O `� `^ Z Z Z Z m m m m m 3 T7 99 F- I-A F-ti Ln O> D cn A n n n Fv Di N N O w 0 (D f/1 V1 En A A l0 M W W N O Q n � N't r+ r+ to W M W D OQ(IDn O v u m ni n F_ f'1 �' � oo ao w a) n Q Q Q Q, M (D i I I rD z vv m I I 4c a) t n o_ O_ a n Ln kn as v O pq 7 - N oo On _ 0 D N NJ LD j -0 O Ct Q I I I I (D p p 0 0 al , v o o c O ao °'. D D 5vo art Q- 3 .. .. � O � Z (D d f-D S 0 3 � cmq Ln ° o fl rr (D to (D O S d G G rr n�i o N v °O lo+ CLC M :3 (D D (D p G -Cs :3't v to m O h (D lD ,y O (D D w w 71 O a a m tcD CA cm � N (p ° -a (D (D 3 to �. O T .T W �. C 7 O O �! 7 O CL (D -U O. N X ry O 3 C O �n cu M Lnv ° O 3 O -++ CD 7 O n a) (D (� (D + 7 3 rr O A rr (D M 00 z T :E E :E z :E v c) o n <y (� � " � v M w W v x C O {n W Ln ul (D (D (D (D (D p' m C = W O C C C 7 7 3 z 7 0 m ' (DO_ O O Q N yACC (A (i O N v N N C C C C C C 7 O v� rr dq OC 00 60 Q (DQ Q Q v N 1+ N < < < < C C C C C N rNr x m ,I- lD (D D O O O_ O w � G (D +3 m 0 � n' (D V N Ln N Cl N Version—November 26,2018 Mortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality ❑ ❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal high water table. Attach burial location map and plan. ❑ ❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .0200. Rendering at a rendering plant licensed under G.S. 106-168.7 Complete incineration according to 02 NCAC 52C .0102. ❑ ❑ A composting system approved and permitted by the NC Department of Agriculture&Con- i sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm, additional requirements must be met and a permit is required from NC DEQ. ❑ ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture&Consumer Services(G.S. 106-549.70). i ❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). i ❑ Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm-specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions(refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. Signature of Farm Owner/Manager Date Signature of Technical Specialist Date -OSS "n; r�' e L'n 7� C41 +t L alai, Ais is 10 2! tit- 11CCUCU 0 I A uu, ri If 6-9--t aM7 o w m o coo m z o cog � car- -, _ 3 Ol O f0 pxj O cr D a r CL 13 Za m N a 03 co n n a n -- 1 Co O co E.,a v v c a x 05- 0a. :3 < 0Q w a N c 3 co CD n. y m v 13 a CD to m (D Q. co co N Ci o •EL cr to O �•a � ; oco M _. —I c�.M 0 - - --- -------- O. S CL O Co H g c O v_i N \ 1 C O co 0 n _ --- ---- -- �_ a � m • ro it v O (A a co �� z N w cn < v = fD N cn 0 � a b n m s � G m COC N CL Er Z (D. fD 3 - -- — - - - - -- - — — �' co D C m ti X m y cm 0o 3 al CD M 0 `"I .. r 3 o 0 0 ' 3 C o 0 3 �? m co a N O n O Z C � 3 • Q{ n 2 N d ; o o a N 'n c N (6 a I` 0- 2. Ccnu� D o y. d 0 O m e'� � a � -� N N Z O m two d O O r m � N ut �' g fD - - - - - - - - -- ---- n� m CD to (D 0) 3 Or aO � co - - - -- = °1 �1•wC - -- — — D CD ( m n 0 0)) O. - - 7 0 ,� „� - a v1 vJ a -. m NN tJ y4, cF O.0 CD '1 -+ CLcn �• ,.o m p) y � 09 9 a � o � O C ao - - - - -- -- - - - - - - - - - - - (D N n8 O m ti a 0 C n — ———— —— — — — -- --- — �f C c 0 ^ G O 3 o oq m - -- _ - ---- ------ o 1 zC 1W szp Ot 3 O ca pNJ 0 T1% .� y y :U o N a w \,J m fi\ c n � W vl Q 61 L ' d Y Y D Ul ? C a o a co� C cD O <D � � a ' rD v "' a 2 b d C ° d CP D � � ~ oe N � 3 fA 0@ a - - - - - -- - - - - - - _ a, � 3 _ _ _ - _ _ c 4 m `O MLa =1 M _ - mcm,cr Er N v � , d� —cam fi `�-- O- H < - - — - - - -- - - --- y O < 'C ° `< 1D -ems CL a M m O. ? ----- ------ — m i3 0 C G m a. r -° O ol CD v o0 oQ N oq oq oQ o m to v v ^ y ~ p mjo i lZ" u C �• o - -+ m (Z m � _ 1 M_ a * y •A N C N e vi v � jk � R4 ZA k—x) n 3 � IV o (a DCD n Z � v X G NJ � y v • n G►i�`LG,�•n �. ca s 7:`y t-Q�Y1.G l �._ = /�/1i.?.LSo� sJ�/GU �,y ��,�,_. �Gse.�y� �- •SAS' , �ie4/1 IL / s ._.- __. ... Leo � �i •�1�.,., 36Z� -- ��r (�D CKL6,79 `UU 3 7-D 'y yr ;Z41 /1�0 qS -3 97 7D) t-,-L 3/3-,r-r 4- J-v P ii POWERTIECH 2,OL 4020D S P E C I F I C A T 1. 0 N S For I ndLIStrial Pbwer Uni r Applications PERFORMANCE DATA: Net Rated Power........................44.1 hp (32.9 kw) @ 3000 rpm Net Peak Torque...................91.3 lb-ft(123.9 Nm) @ 1800 rpm Low Idle Speed.................................... ...900 rpm Altitude Capability(w/o Defuelino...............4,921 ft. (1500 m) PERFORMANCE CURVE ... ............. r ..........!--I ........ ..... .......... -------------- 92 E 1 (125)— ............L ---------- .:J ------------ ........ ...... 84 77.2 lb-ft -91.3 lb- 3) 123.9 Nm) (104.7 Nin) - ------ Net Intermittent Torque ---- ------ 76 (103)-a i-T.,............ —.4 ............. ...................... f..-4- 44.J.'h' .............. ........ .... P 44 (33) .: Intermittent Power .......... .......... ......... ........ ------------- .............. . .................. ............ ...... .......... 36 40 khW) o (27) J.. .......................... ---------- ----------- IL (30 ............. Net Contin us Imit ----------------- .......... ............ ............ F. E 28 (21) ------------ ....... - ----- ............ .......... ................. z --------------- 0.40 Z ..................... (242, 0.36 ------------------------------------- ...................... iiuWco'nsumIitIon' -------------------- ----------------------------------------------- (218) ............. ------------- L6 .............------------------------------------------------------------ 1600 1800 2000 2200 2400 2600 28W 3000 Engine Speed—rpm -.4 T MAINOR TILE & IRR!GA1 ,'MA CO. PO BOX 489 * 1357 iNORWOOD ST. WALLACE, NC 28456 PHONE 1-(910)-285-5581 FAX 1-(91U)-2o6-3-.L80- PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT. 41,DEERE I BERKELEY PUMPS CURVE 4117 DATE 6-1-72 TYPE "B" RATING CURVES PAGE 1.01 BEF4KELEY' SUPERSEDES ENGINE DRIVE Curve 4117 Page 1.01 Dated 1-3-72 Case: ushww C.I. PviLN46 H-192EI Much.N&H_1928 VARIOUS R-P-AL - cych- kapaw. Mau" C.I. Psmm& L-3076 medL Na L-3077 ol- 13-1/2" FULL T.O'&L for Ir"h wOw at 5 MAXIMUM WORKING PRESSURE 247 PSI 1�100 w?0 30 ........... ................. ............ 50 ........... .6......... ...... .......... .......... ...................... .................... ..... ..................... - ' ___... z *, , _J:. .......... .. ......... ----------- .......... ......_........ ................ .................. ... ...................... ......................55 --------....................... ........ ................... .... ... .... . .... .-e--------------------------------------- --------- ....... ............t........... . ....... ... ........... ............ ............... ----- IT;E:t, A L ------- ......... .................................. .. ...... ............... ........... I .......... w];................... ......... ............... .... ......... ........... K:--------- -- 10 ........ ----------- -------- 450 ... .. ... ...... ........... ........ ....................... ................................ .... ........... ............ ............ ....... ............... ........ 0(........... .... .......... .......... ------- _.................... .. ........... 4W "!��...I--------- - . 0 --------- ------- ---------------------------............. ...... ....... ...... ... . .............................. 'RPM-- ----- .............................................. --------------- ....... ........... ..... ......... . ..... .......... 350 ... ........ . .. ........ ........... .......... ....... ..... .................. ............ ---- -------- .... ........ - ------ I..,... ....... ................. 4-- ;.- — 30a ....... ....... ...... ................. ............. . ...... .... .. ... :20W 1-250 ........ ....... .... ..... ....................... 200 ---------- ----- - -------- ------ .... ... %0 pw .... ... 150 ...... ........... ....... 100 — 1 -7* 11:17, ------------ .................... J ...... . ........ . ......... :z............... L 4-4- ............. ..................L.I. 50 TDSL 0 50 10o 150 200 250 300 350 400 450 500 55o 600 65o 700 750 Sm 850- 900 CAPACITY IN U.S.GALLONS PER MINUTE C-7045 0—don T-2805 s.pmd" C-7045 mw 5-11-71 a.. 12-22-71 M0DELB?_-pLJQBL Cass: mawal C.1. Pam No.H-1928 M&dLNc6 H-1938 VARIOUS R.P.M. CYCI" T.D.S.L for frwh w.tr.t b"peuer: Mmurbw C.I. Pam No.L-3004 mach.NqL L-3039 Ots- 13-1/2" FULL 308 lwm air F.nm'L 550 MAXIMUM WORKING PRESSURE 247 PSI wig ki-Q❑ 30 ... .... ..... .1 AO-1 ---- ----- ----..................------------------- X MijA --- ------ ............. T .......... 4: 500 ....... j 20'. ........... ............ .......... ... ......... ----------- : ___.. ......... .......... ...... ...... ...... . ku ...........i------- 71.......1-1 ------------ ........... ..................... ...... -------- - ............ m---------------- .......... ............I............ -- ----------j 450 �gm....T!.................... ................ __ 10 .... ........ . ............ .......... I------------ ...... ----------- -- -- - .............. ......... .::..: ........... ................. .......... ...... ......... A 0 400. .... •................ L--240434PM.....I t...........t--------------------- ... ...... ------ .............. • ........ ......... .... ---------- ----------- w ----------............ ----------------- ....... .. ............... --- ............. .......................r. -- , 350 L .......6w. - ------- ......... ------ ... .... - 2w .............. .... ........... ........... Lc ftpm......t-------- 4 ...... .... ........ ........... .......... ----- .....----------- ........ ............----_-_-- ........... ---------- 300 ul ;j ........... .... ......... ............ ......................I.- ' ..... .... i ...... ... -------------------- ...... .......... -- ---------- - ------- --- ------- ..... . ........................... i 4..........i_...... _2 ...........250 ...... ........... . ....../ ..... ..... ..... ................ ....... ...-1...........4 .. T- --------- 4 ......... ........ ...... ... V...... .......... 200 ...................... ....... ---------------------- ...........0 ...... ........... ........ ....... ........ I- .. ......... ... .... .......... ....... --- ------- .................... .......... ------ ...... 50- . ....... ..... ...... ........w- ------------ ........... ........... 1. ----- .......... . ....... .... ....... ........ ........--------UL------- --------- ......... .... ...... .......... .... ..... ........... .......... ...... .......1-1............. 100 'o ..........w---------- ---- ------ ------------------ ..................... ------------1--o ................. ... . .... ................... ........... ......... --------- ---------- ....... .7 50 .............. C,"-BE F4 ELE ........ .............. .................................. TDSL ........................ ............ ........... ----------- _..... ........... .......... ... ..... .21T---------17-- ...... ......... . % 50 100 150 200 250 N&P 50 400 450 500 550 600 650 TOO 750 800 . .7 IN U.S.GALLONS PER MINUTE 10-27-71 M00ELB2_rlJQBM B1211 C-7046 a--do. T-2804 uw..�%*..C-7046 omd 9-3-71 ► . . a2 m O m - 0tn q Y iCn -1 a . d a r @ v t0 p m ? I n r m Ali a p o y gn. 3 0 x t Er cis.1 CA aP CD — n D . elf- 0 0 aCDN xc O N �D p O N _ 3 d of x :-4 PwN a'Q O oto th p y o: aq t N cr n w y b• CL fa rwh wN ,may O vy o• a :. 0 CAto O Q, o > o aO QQ ►-+� CL 0. Z � V O o W m m 0 aiz p fit • cD N .0 cD G o• W 0 V ►o O O toD p. !�D N c~�o CL Q 0 co a. ►� K ty .. � ccoo cco '_' a b ra' F. t� ro ... ... �. A. � L _ a o �.(IQ CND �• Q.cu �.. T 0 m tm .ti�v b cn ara a. oCD A 1� rb n b o ►D -- : C �. c� a. �. co `� 0. En 0 o a• w d .� N x co P., �C: m CAD CS > Ia. (A ti R. p S N C� •Ln b. w `< o Z zco l7 n a. A. CD ;> C), o o a a O w CA rn O rr cr .a i co 0. QQ T� v�o. El o Co o G •ts ... (�D co O t3 CD rt w G• CD O N ¢ r W fD p- n i CJ] o Q' 0 nCD j y [A n ei In, CD 3 d. m m, a �. . 'cs 0 � 3 �� co O m a' '0 0 � y r+ _ o co Z CL cn • clrA ►°h O CD a:. .. CD . r. CD • O . i •' ♦7 U3 O co 'O -o ccn � •o Dku ej 41 T\ IPS PressurVe—CR • rACI - o- 32..55 01ASTIVI 2O D• .0 55 PPP PPPSSSSSSIIII)))I)I 1 1 ' • •- o- 0, SPECIFICATIONS DATA PRODUCT DESCRIPTION PHYSICAL PROPERTIES Diamond IPS pressure-rated PVC pipe (2" PROPERTIES OF PVC 12454-B (1120) through 127) is made of compounds conforming Property ASTM Minimum to material requirements of ASTM D2241 in Test accordance with ASTM D1784. The pipe sizes Specific Gravity D 792 _ 1.40 (4" through 12") are made with an integral Tensile Strength, psi D 638 ' 7,000 bell which utilizes a gasket for sealing in Tensile Modulus, psi D 638 400,000 accordance with the requirements of ASTM D 256 .65 F477. Integral sockets for solvent cementing IZOD Impact Strength, meet the requirements set forth in ASTM ft., lb./in. D2672. Diamond IPS pressure-rated PVC pipe meets all CHEMICAL RESISTANCE the dimensional, chemical, and physical ASTM TEST requirements as outlined in ASTM D2241. 93.0% Sulfuric Acid, D 543 Each male end shall be beveled to facilitate 14 Days Flotation at joining and reference marked for assuring 55 + or -2° C proper depth of insertion. Diamond furnished Chknge in.Weight, % -0.1 + 5.0 lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0 Diamond IPS pressure-rated pipe is supplied in ASTM Oil No. 3, 30 Day- 20-foot lengths. Immersion at 230 C Change in Weight, % -1.0 to 1.0 N �5 Minimum Curve Radii of Pipe 13 start-up & operation - - 25A► PERFORMANCE GLIDE :Ad 0 25A X 850'WATER-REEL PERFORMUCE INCHES DEPTH OPAPPLICATION NELSON! SPRINKLES SY3TM 'IRRIGATED TRAVEL SPEED-FEET PER HOUR SRIOQ ; PERFORMANCE INLET AREA A NOZ: PSI GPM I DUI PSI {MOTH X LNGTH 35 5o I 75 I IDO 125 I ISO I 175 .71Z- 50 74 I 22O 74 154 X 897 1.0 0.8 0.5 0.4 0.3 0.3 ILZ - Ring 60 a1 235 a6 165 X 90Z 1.0 0-8 0.6 0.4 0.3 0.3 02 ar.6' 70 88 245 99 172 X 906 1.1 0.9 0.5 0.4 0.3 0.3 02 Taper 80 94 -255 I11 179 X 909 1.1 0.9 0.5 8.4 0.4 0.3 112 =' .768' 50 88 225 79 158 X an 1.2 OJI 0.5 0.5 0.4 0.3: 22 - Ring 60 96 240 92 168 X 9111 1.2 1.0 0.5 05 0.4 0.3 0.2 or.65' 70 104 250 106 175 X 908 1.3 1.0 03 05 0.4 0.3 2.2 74 Taper 80 111 265 119 186 X 513 1.3 1.0 0.7 0.5 0.4 0.3 02 } .312' 50 100 230 84 151 X 901 1.3 1.0 0.7 0.5 0.4 0.3 02 Ring 60 110 245 99 172 X 906 1.4 1.1 0.7 11.5 0.4 0.4 a.2 or 70 118 260 112 182 X 911 1.4 1.1 0.7 0.5 0.4 0.4 0.2 Taper 1f0 1Z7 Z75 1Z7 193 X 916 1.4 1.1 0.7 0.5 0.4 0.4 0.2 z: .857' 50 115 240 91 168 X 904 1.4 I2 0.8 0.6 0.5 0.4 O.3 Ring 60 125 20 .106 1112 X 911 1.4 1.2 a.8 0.6 Q.5 0.4 a-3 w =' at.75" 70 135 ' Z75 I22 193 X 915 1.5 12 0.1 0.6 0.5 0.4 0.3 Taper 80 145 2a5 133 200 X 920 1.5 12 0.3 A.b 0.5 0.4 0..3 § .895' 50 129 250 98 175 X 908 1.5 12 0.3 0.6 0.5 0.4 0.3 _ Ring 6a 141 Z79 115 I 139 X 315 1.6 1.3 0.3 0.6 8.5 0.4 0.3 or.8- 70 15Z Z90 132 ZM X 922 1.5 13 0.8 0.6 0.5 0.4 0.3 Taper 80 '163 300 149 I Zia X 925 1.5 13 0.9 0.7 Q.5 11.4 0.3 z 105 z: .927' 50 150 255 iit 179 X 909 1.3 1.4 0.9 D.7 0.6 Q.5 0.3 Ring 60 164 Z75 130 193 X 9I8 1.E 1.4 1.0 0_T Q_5 0.5 0.3 Of.85' 70 177 MS 149 2Q7 X 923 1.8 1.4 1.Q 0.7 11.5 0.5 0.3 Taper HOURS FOR 350 FEET OF TRAVEL, 24.3 117.11 ( 11.3 ! 8.5- 6.8 15.T System Inlet pressure sham abovs Is far Turbine.Drlves_Engine Drives will be approx 10 PSI lower.: Arse=eTwW x=1 Ywy depeodial as wisd csadHlaas.Ihld dls+aesteas ad vsa of mreettld sprlaldars. The z=2Vs area covered par rn.s Is=acres. u The'3ystam lalat Pressure'Is the pressure requlrtd at the traveler Islet.It Includes allowances for the traraiar plembiag and drive,PE tuba and sprinkler pressure.Turbine drtves will squire addlUaaal pressure at higher speeds.It does eat Include any prassura allaxancas for field slavation or malollne pressure loss. Use[be small gearbox puller at ground speeds above 75 feat per hart NOTE: Spattfipilaas are subject in change edthaat sellea. �o<as6 20 I 1 1 ! � F i od � 1 + _i _ f f . 1 e 1. .. ! I ! id ffII I I i ;= L : i I t 1 j -�--- 1 _ r. ` J / ,. --- �t!_.-> I 1. j f i . ei/ 2. 1 . CL W w 0 o r ! i ; 41 CS -46 1 i � I Z - as A. - - - - roe - `- - - 40 7-4 ze�r t?^I _-- i M. i i a i , ZZ-17 I _ - - - -- - -- ---- 1 - —�- 771 - _ 7 J D. `! � , :• ;'l �^[`• [.-•�ft:`-+S r• tea, .� T 7 ti - ----- -... - i ,• I i .:T p i s} 7-77'� I a to A Al., 7 t:-T FA- I- J Tk 7r AC , 1 _ - � f I i I - I - - f 0 0 s 1 i 0 ..�� .t � ■/ I • 1 I • r INE so m E go MIME MMEEMESEME 0 ME 0 bo.rr■.a�iiia: oay.wr�� H■ .HuH l. aoa::: .iu: ME ■■so W�w MEMO is: 1Pr. p O � I A ..r �N. h:.■■ H ! . HHd X"s EPA • ®�i7rwaai'n`iwMEMO .al��CC"i�Giii�i�.i j H••::."..'n:��C�.L�'.�'■ " i.fl@iQ®�'3��C�+.��. ��'�i�aCas;�a ®® I, ME MIMMOMMMON P r flivi atnoomm Mlolmml�!-Momslffi ®® ®® ® EN ®® OEM M SOIL.CONSERVATION SERVICE 2 -8L CONSERVATION PLAN MAP William J. Costin Jr. Owner William Duplin No th Carol-ina - - County State Date Approximate acres 91f Approximate scale 1"=660' Cooperating with Duplin soil & Water Conservation District - Plan identification .NCAcsp Photo number t Assisted by Angie B. Quinn _ USDA Soil Conservation Service —e r�h: 'YZ s�.'K �1 f F�.! t'-• i? I i - Y_.f /, ` /_•_ 0 :v 7� . ~J �a to ,s S� �� 4 . . �' ,r j.- "..' �`:✓ � ,> 'S�' r ice{�PZ�.r::: yeLi �y a C.V ��r� Y 1• .(rL 1 -� NIS -:' �-ash.'_...--�.4.,� � r�':''�- _ � .., .�:•- ',ti, � I X _ 6 ;t •r ' 1 �i 3 C C. 0) 3.Y3 t�li •.c s ', ;�,' I� 3 4 ,r,'1' ,F i /•..,, �. 'a` ,/ . ,, yam �, .� x�T+''•! �� s.. _- �t� Sj lM�rr�. t� � wk-1", xF'-1 �^i� ..i• t� i f�: - r � b \\ (: % , 1'�'�~� .��.{ 'jam � -, , \ Y �) t- ' �•'t ,l �3:D \• t :::111 III t �f�lY e..` flr 14 YOF SFU-54-! �; t1��,i-' Ys d aj� r 10 l r 9 ,... -+.,,K,►1 ^�-�-,,n s��,-,.,',_��,%` '.'d,''=�• y�`��%- lE a��_:._..^� i n - 6}1_ _�. .� F.Ai- { Yi�7i _ Sw✓f� �'.i�•*�`r-ems •'��K."J4.� i=.I rK �. '-�,10> t Y'- _;.F�o•E� L�.�tL�`'�r.-`•'• J 'tit,[ '�-9a��••.�'•�. -�•" .. -y^li. •if'��1;�i r- a t�Ys[7vY".�w � \ 8-y0 �k.: .��` {t�:•'•; .!1'JltLriv� � _� � t i�► ''�� Z..--Fl+.`e•�s�. --- yet.aa �.. .".,. +� �9{' .: :. ` SCS-CPA-015 U.S.DEPARTMENT OF AGRICULTURE yd L + 12_85 SOIL CONSERVATION SERVICE SOIL MAP Owner �--�� a'`" �°5 �°` Operator (nt i I I i am County —S aFl L L/1 State o *--fj/) C _CX EQ Soil survey sheet(s)or code nos. A - 3 Aproximate scale H Prepared by U. S. Department of Agriculture, Soil Conservation Service cooperating with -D L4,g i n Soi I a ri CA \Jj ct.+e- Conservation District NO s E S'•i a-'l O i'�(l6 -- ' } •-a� Y I� ;� NOS '• h > h. / ?� a f} \:` ', -� :' C Nay -• W. Orl�-�,r�je�'. �� J ,' 1�.`1.1'i! '•3---E+• , 4.4 1 .N y Y PF •�. (. .,J'V8 � f-. -�'.•.'�ty,-_ v- .i H -. �r.�la3iF 'r•,�-••-- •r-_it r��S -q�R,-• .r' e.' }' _ ,, a �+s • .M.l - .dry:' l' ��».. ,•-r T_ - .�� ..d.�L' f �4 � �` a .. � �=. Yri i'#•� � ,n� - � v 0, 4'S,�3? � -�'�h 3. t �,iC�'�.4�e�. ' - ,, - � s�l�'*3-.}fir ��JJ•• h j t �. lltf "tr ♦ t' t 1 yZ�T.LC ,4BJ_ VA ��.. ;r.'""1�1, •' 'Lt� �p' +• s �i,•�`J��St�a �` �ty;� �`t �" 1Aj g IMPORTANT INFORMATION ABOUT LAGOON CONSTRUCTION Listed below is a brief sununary of volumes and other data: (See contents of Plan for more information) DESIGN REQUIREMENTS i 3 f 1 5 S cubic yards EXCAVATION S S2-7 cubic yards FILL (pad & dike) 9 , S z 7, cubic yards TOP SOIL (minimum 3" thick) cubic yards CLAY LINER (represents a complete liner if required) 3, 2-3 7 cubic yards Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam. Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required(see CONSTRUCTION SPECIFICATIONS for additional information). If independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your SCS Conservationist regarding mulching). Operator:BILL COSTIN County: DUPLIN Date: 07/11/94 Distance to nearest residence (other than owner) : 750. 0 feet 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. = 0 lbs 0 sows (farrow to feeder) x 522 lbs. - 0 lbs 1760 head (finishing only) x 135 lbs. = 237600 lbs 0 sows (farrow to wean) x 433 lbs. = 0 lbs 0 head (wean to feeder) x 30 lbs. = 0 lbs Describe other 0 Total Average Live Weight = 237600 lbs 2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 237600 lbs. ALW x Treatment Volume(CF) /lb. ALW Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW Volume = 237600 cubic feet 3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION A/07— 47- g4dnl,5:aS Volume = 0. 0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) --------------------- 290. 0 Inside top width (feet) ---------------------- 170. 0 Top of dike elevation (feet) ----------------- 49 . 8 Bottom of lagoon elevation (feet) ------------ 37 . 8 Freeboard (feet) ----------------------------- 1. 0 Side slopes (inside lagoon) ------------------ 3 . 0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3 . 0 3 . 0 3 . 0 3 .0 284 . 0 164 . 0 11. 0 AREA OF TOP LENGTH * WIDTH = 284. 0 164. 0 46576 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 218 .,0 98. 0 21364 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 251. 0 131. 0 131524 (AREA OF MIDSECTION * 4) CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6 46576 . 0 131524. 0 21364 . 0 1. f Total Designed Volume Available = 365684 CU. FT. 5. TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width = 290.0 170. 0 49300. 0 square feet Buildings (roof and lot water) 0. 0 square feet Describe this area. TOTAL DA 49300. 0 square feet Design temporary storage period to be 180 days. 5A. Volume of waste produced Feces & urine production in gal. /day per 135 lb. ALW 1. 37 Volume = 237600 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days Volume = 434016 gals. or 58023 . 5 cubic feet 5B. Volume of wash water This is the amount of fresh water used for washing floors or volume of fresh water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallons per CF Volume = 0. 0 cubic feet 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall - 7 . 0 inches Volume = 7 . 0 in * bA / 12 inches per foot Volume = 28758. 3 cubic feet 5D. Volume of 25 year - 24 hour storm Volume = 7 . 5 inches / 12 inches per foot * DA Volume = 30812 .5 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 58024 cubic feet 5B. 0 cubic feet 5C. 28758 cubic feet 5D. 30813 cubic feet TOTAL 117594 cubic feet 6. SUMMARY Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> -1. 0 inches 25 year - 24 hour rainfall==================> 7 . 5 inches_ Freeboard===================================> 1. 0 feet Side slopes=========================--------> 3 . 0 : 1 / Inside top length===========================> 290. 0 feet Inside top width____________________________> 170. 0 feet Top of dike elevation=======================> 49 .8 feet Bottom of lagoon elevation==================> 37 .8 feet Total required volume=======================> 355194 cu. ft. Actual design volume========================> 365684 cu. ft. Seasonal high watertable elevation (SHWT)===> 46. 0 feet Stop pumping elev.__________________________- 46.0 feet Must be > or— to the SHWT elev.==========> 46. 0' feet Must be > or = to min. req. treatment el.=> 43 .8 feet Required minimum treatment volume===========> 237600 cu. ft. Volume at stop pumping elevation============> 245545 cu. ft. Start pumping elev._________________________> 48 . 0 feet Must be at bottom of freeboard & 25 yr. rainfall ' Actual volume less 25 yr.- 24 hr. rainfall==> 334872 cu. ft. Volume at start pumping elevation===========> 332842 cu. ft. Required volume to be pumped================> 86782 cu. ft. Actual volume planned to be pumped==========> 87297 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: 6v A APPROVED BY: �W �. " /� DATE: 711 9- DATE: �� F�} !10 )z- / Q NOTE: SHE ATTACHED WASTE UTILIZATION PLAN 671p4 COMMENTS: SCS DOES NOT CERTIFY THAT BEFORE BEGINNING EXCAVATION EXCAVATION AND FILL LANDOWNER IS ADVISED TO VOLUMES ARE CORRECT CONTACT ULOCO TO ASSURE THAT UNDERGROUND UTILITIES ARE NOT DESTROYEQ 1-800-632-4949 t L 1 N Erb [�.o r,� �►L� C�1 h 5D. Volume of 25 year - 24 hour storm Volume = 7 . 5 inches / 12 inches per foot * DA Volume = 33990. 4 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 58024 cubic feet 5B. 0 cubic feet 5C. 31724 cubic feet 5D. 33990 cubic feet TOTAL 123738 cubic feet 6. SUMMARY Temporary storage period____________________> 180 days Rainfall in excess of evaporation=====_____=> 7 . 0 inches 25 year - 24 hour rainfall__________________> 7 . 5 inches Freeboard___________________________________> 1. 0 feet Side slopes-_________________________________> 3 . 0 : 1 Inside top length___________________________>. 300. 8 feet Inside top width____________________________> 180 . 8 feet Top of dike elevation_______________________> 49 . 8 feet Bottom of lagoon elevation__________________> 36 . 0 feet Total required vol"ume_______________________> 361338 cu. ft. Actual design volume________________________> 453089 cu. ft. Seasonal high watertable elevation (SHWT)===> 46 . 0 feet Stop pumping. elev.__________________________> 46 . 0 feet Must be > or = to the SHWT elev.====______> 46 . 0 feet Must be > or = to min. req. treatment el.=> 42 . 0 feet Required minimum treatment volume=====______> 237600 cu. ft. Volume at stop pumping elevation=====_______> 319584 cu. ft. Start pumping elev._________________________> 48 . 0 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25-.yr. - 24 hr. rainfal•1==> 419099 cu. ft. Volume at start pumping elevation=====______> 416713 cu. ft. Required- volume to be pumped________________> 89748 cu. ft. Actual volume planned to be pumped=====_____> 97129 cu. ft. Min. thickness of soil liner when required==> 2 . 0 feet 7 . DESIGNED' BY: APPROVED BY: DATE: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS- 7 - 3 ? 3 7 A. UNITED STATES SOIL DEPARTMENT OF CONSERVATION AGRICULTURE SERVICE ------------------------------------------------------------ WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATIONAL NAME-U'Ll _�► rsa,-'_tiv _ $3�I$___ ------------------ _____ _ ------------------ --------- �13` SIZE OPERATION- ��U ��7�" TELEPHONE------ --- c3A 5 - �'+�' 3 ------------ LOCATION DATA DISTANCE FROM NEAREST_ RESID RESIDENCE NOT OWNED $Y PRODUCER --A Q-FT. sc ci ed IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO- If yes, SCS cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE(` PERENNIAL STREAM? YES----- NO---- If no, site must be relocated. ,fZONING : l IS SITE WITHIN 1 MILE ZONING :JURISDICTION OF A MUNICIPALITY? YES----- No---- r- if yes, landowner should consult with local zoning board ed prior -[o W 11 DF about required permits. Permits must be obtain ` to design approval. Are utilities in construction area? YES--`-/-- NO- if yes, see Part 503 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation. ) Page 1 i WETLANDS i WILL SITE INVOLVE CLEARING WOODLAND OR ANY YES----- NO---- j NON-CROPLAND? II If yes, producer must complete a Form AD-1026. WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO---- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE f PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE i DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE , ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, i US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL i MANAGEMENT. i (A copy of AD-1026 and CPA-026 Should be attached to site evaluation. ) i OTHER ENVIRONMENTAL FACTORS , IS ENDANGERED AND/OR THREATENED SPECIES HABITAT ✓ PRESENT? YES---- NO---- IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL-PLANNED ACTIONS IMPACT-ON-ENO- ADJACENT NATURAL SCENIC AREA. IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE,/ PLANNED AREA? YES---- NO---- ,°6 ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPO3TANT PA, G`'� I FARMLANDS IN THE OPERATING UNIT? YES---- WILL THE ACTION RESULT IN SODBUSTING? YES---- NO- '�i If yes to any off these questa;oris, refer to form NC-CPA-16 �i for policy sources. The formIdoes not need to be completed. ODOR CONTROL HAS -ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.. . . . . . . . . . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO---- , .POSSIBLE. EXPANSION OF TREATMENT VOLUME- FROM 1 CU. FT. UPWARDS TO 3 CU. FT./LB. OF ANIMAL? YES-✓ NO---- . . . . . . . .PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST" 1/2 OF THE L/ CAPACITY? YES---- NO---- . , , . . . . .USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES-'"-- NO Page 2 V WASTE MANAGEMENT � PROPERLY DOES PRODUCER OWN ENOUGH LAND TO YESND f NO---- APPLY WASTE? ,l IF NO, DOES PRODUCER HAVE ACCESS TO YES---- NO---- MORE LAND? IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND NO---- ON WHICH TO APPLY WASTE? YES---- (Attach Waste Utilization Plan to site evaluation_ ) I 1 I SOIL INVESTIGATION -- VALID ONLY IF SOIL INV TIGATION 1 SHEET ATTACKED NO------ ISSOIL SUITABLE FOR LAGOON? YES �- NO A CLAY LINER REQUIRED? YES-- _ IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO f QUESTIONABLE----e7 - IS A CORE TRENCH REQUIRED? YES------ NO------ (Attach soil investigation sheet to site evaluation. ) SITE APPROVED YES----- NO-- -- CONDITIONAL'-------- Lino I h er Lys --[_s_a_o= Gam"T'&� COI�II�IENTS3�04"��7�� ---- --- - �i�1=Q�_------------------------`------------AS'"THE DESIGN AND - THIS SITE INVESTIGATION IS VALID AS LONG CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY vp �(�„REQUIRE -THAT SITE EVAL TION BE NVAI,IDATED. `_ - - -� DATE- V SIGNATURE- -- Q L2 'K " ,Page 3 S` {2 S� � I nsLc �pQ OF p°wr n C: ni`.��. me . 1 June 1 , 1994 Duplin ;oil and Conservation Service kenansville, 1 . C. Dear Sirs; William Costin Jr. requested that I inspect the location of his existing hog topping operation. Ije plans to ex- pand this operation by building additional houses near this operation. The present farm is located off Black- more road, approximately two miles mij of Warsaw, N. C. I certify that I have inspected the location of the present operation and it is outside the jurisdiction of the town of Warsaw, North Carolina. Sincerel , 1 fred uerrirg Warsaw Town rdministrator SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE a Rev. 5-70 SOIL CONSERVATION SERVICE r` SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME V-"--� '`� 'r ` DISTRICT.__ -- DATE COUNTY S.C.S. PHOTO SKEET NO. -_ - WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approz scale 11f= feet) a� Locale ralerence point an center line of dam and/dan(i/y on skelth. I b � I I � Z - ;' SHOW Z BORING NUMBER AND PROFILE N _Mell S" DEPTH Make and list dam-silt and spillway borings first-then ponded area and borrow pit borings-separate with vertical red line. (Continued on back where necessary) Shoo water table elevations an dam-site borings. SCALE 4 - 6 7 8 9 10 111112 13 14 .15 16 17 18 19 20 21 22 23 a—t sra SG G I S C_ G — 7 H SG S, se- f4 LEE 11 1 ELI 11 ff SG L BORINGS MADE BY E,a�1��° SIGNATURE g TITLE_ C�� G' SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE Rev. 5-70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME T3 ;1 CQ L ' DISTRICT DATE (I ` 1 r) -9411 _ COUNTY S. C.S. PHOTO SHEET NO. WORK UNIT WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED-POND SHOWING WHERE BORINGS WERE MADE (Approx.scale 111= feet) A) Locate reference polnt an canter line of dam and identify on sketch. (D I � ` I n� 1 3 SHOW BORING NUMBER AND PROFILE DEPTH Make and list darn-site and spllluny borings first-then ponded area and borrow pit borings-separate with uertical red line. (Continued on back where necessary) Show water table et an dam-site borings. SCALE 1 2 • 3 4 5 7 8 9 10. 11 13 14 15 16 1171118 19 ZO 21 22 23 o�-( 5 M I , TM SG 5� 5� sN.W7 — Z-3 Sc- S( z•�. 3—�- Sc- 5�1 �g c. s �- - S� .` 1i-s Sf1 nS1 11,( SM 11 7G Isedvl -�, 5M I SM 5L i M" 10 5r4 SP SM ac q- iD N 2 SM 1 I In -11 FTm I -sM 5" sip BORINGS MADE BY b t�c SIGNATURE & TITLE�1 0 • 0 r• E m ID 7 z r* f m m N A m m m N rm* m I-. m m m m m m 0 rr m m m m m m m m 7 A N m a ,- , J MOMMrzOv U 01 £ 7 �-•0 C Z S rt7100.n3 III tl m ►-•m r• m 0'£U. 3 Z 7 0 rrm r•m 'L m ••mml-•l70 N 0. w m ° 0 cr IE NN m3 ♦ r. H Xm co r m T n to 0 r N _ N 7 N N -1 vy/� v �. 0 H \l_ 7 rt '•. N E 0 � Jr 1% e H 7 W 0 0 3 7 m v m r* = w 0 U) 7 c .. l -h N m m n m m w r r m mommrzom &3113Mn3 00 I...m r• 01 Er E La. 3 z 7 0 rt m 1-•m n m I'm Wr•17n rt 0 lM3 ••�rt n rr Nm NH m al OD r W r �. 0 -0 0 a N O 'U 6 3• #` m N H X� t!7 f I... �N Z C 01 h•7 m►' 7 m In IQ N *G N Q A w � W r* ro rt m o M z � 7C' 10 m C m N , m m W O m W � !C r r- In 7 rt .- �u m OTp r Gn A �• m T f'3 m - mm co rr m ro Z n -n x v r x - z V r D +� �9 (17 lr' lov r- d lrt+ r! CD 40 G Ul _ a 4 r u u+ p in o c LP -s d rn LA — �i N, (fir a4 -vo 3E CP LA t� to y P. �° U � � LP p �p it J Q � .� TT\ rp a — j or d m 1 ..-. _ .:.. _ _ 0 _i U_ .a. 1 :.. f 1 , 1. .. ... .. .. . : .. 338289 - .......... : esiln cu. ft. 1 Punpilg - - .._. to 0. -i - - r'-H ... _ _ 43. V i _ _ .y F : minimum i : : : - treatment _ - - - 237600 - - - Wart pumping --- _ - - i.:�4 !��: u�.�__...._�_-_......_.__�_......_.__�_:��.—__�__._.�..-.-_ 1•�_ _,I u it_ at start pumping elevation : —104966 cu. Ft . Actual volume less 23yr—F4hr rain ; 350857 cu. PC. NOTi':.:. Verify that temp. storage is adequate : Req. 1 J i a 1!;ti to i be p 1 i iif p!_d .. - ___! 88276 +__t!y Ft . Actual volume to `-1e pumpad ._'_ , 0 cu. . _ Pe r m ly 0 S31 V3F Z'U OPERATION & MAINTENANCE PLAN Proper lagoon liquid 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 summer/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 p'bnalty 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: I. 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: 1. 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 r 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 "surprised" 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 flushing (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: l. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill 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 lining. 4. When possible, begin loading new lagoons in.the spring to maximize bacterial establishment (due to warmer weather). f 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 1 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 moisture 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 1 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 sforage 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: 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 lagoon 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. f 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. 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 SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN ------------------------------ This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must -always be available. A maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s) . If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an- acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre- charged to 1/2 its capacity to prevent excessive odors during start-up. Pre-charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be covered with effluent at all times. when precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3 . Begin temporary storage pump-out of the lagoon when fluid level reaches the elevation 48.0 as marked by permanent marker. Stop pump- out when the fluid level reaches elevation 46.0 . This temporary storage, less 25 yr- 24 hr storm, contains 86782 cubic feet or 649128 gallons. SHEET 2 OF 2 4 . The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0. 3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not to reach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of . - pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. i SHEET 1 OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS ---------------------------------------------------------- FOUNDATION PREPARATION: ----------------------- The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: ----------------------------------- The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and pribr to compaction. Each layer will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over `15 feet in height and with an impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft. ------ ------------------------------------------------- NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED- DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over- excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a SCS approved material (ie - CL, SC,CH) . REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D699 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and moistened as needed before placement of the next lift. The single most important factor affecting the overall compacted perme- ability' of a clay liner, other than the type of clay used for the liner, is the efficient construction processing of the compacted liner. The sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a tamping or sheepsfoot roller is the preferable type of compaction equipment. The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using some type of energy dissipator(rocks) or using flexible outlets on waste pipes. Alternatives to soil liners are synthetic liners and bentonite sealant. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: -------------- A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. VEGETATION: All exposed embankment and other bare ccn-structed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period. of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS ------------------------------- When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with good material such as SC, CL, or CH.