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Home My WebLink About820401_Application_20200723To Whom It May Concern: I, James Moore, owner of Cascade Farm, COC #AWS820401, am requesting a modification to my COC to install new/additional irrigation at this farm. Thank you, 7-1 4 2- 0 Owner Signature Date RECEIVED JUL 2 3 2020 NC DEQ/DWR Central Office To Whom It May Concern: I, James Moore, owner of Cascade Farm, COC #AWS820401, am requesting a modification to my COC to install new/additional irrigation at this farm. Thank you, Owner Signature Date RECEIVED JUL 2 3 2020 NC DEQlDWR Contra] Office Ya - tea/ APPENDIX 2.5A D). A ligation and Handling !# ment Check the appropriate box Existing or expanding facility with existing waste application equipment {WUP or. I) Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established; required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan). New expanded. or existing_facilitywithout existing waste application equipment for spray imgation. (1) Animal waste application equipment specified in the plan has been designed to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications - has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). o New, expanded or existingfagility without existing waste application equipment for land spreading not using snray irri--ation. (WUP or 1) Animal waste application equipment specified in the plan has been selected to apply waste as necessary to accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the plan). �— y 'tfi /(Lv, Name of Technical Specialist (Please Print):/ C am: sr �✓�,i " - C, Affiliation S� l� fie r. _ Date Work Completed:` Address (Agency): ,3 t s : ,- i K 6,OF t� fi K AIC Phone No.: 'Ile Signature: i-t /kZ�O E) Odor Control Insect Contro Mortality- Management and Emergency Action Pla SD Sl. WUP. RC or l ) The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and ins' cts have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Man agement Practices to Control Insects have been selected and included in the waste management plan. Both the Dlortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility. Name of Technical Specialist (Please Affiliation Address (Agency): Signature: Work Phone F) Written Notice of New or Expandinp_ Swine Farm The following signature block is only to be used for new or expanding swine farms; that begirt construction after. June 21,1996. If the facility was built before dune 21,1996, when was it constructed or last expanded I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property o, - sic°rs who own property located across a public road, street, or highway from this new or expanding swine farm The notice was m compliance with the requirements ofNCGS 106-805. A copy of the notice and a fist of the property owners notified are attached - Name of Land Owner: --- Signature: Date: Name of Manager (if different from owner): Signature: Date: AWC - September 18, 2006 S�2-poi CALCULATED WETTABLE ACREAGE FOR BLACK RIVER --Cascade Farm FXISTINC- CPRAVFIFI D AND HYDRANTS TRAVFI_ I ANFS REDESIGNED 4/18/2020 PULL TYPE PULL LENGTH EFFECT. WIDTH MIDDLE ACR START END TOTAL 1A EE70 462.0 185.5 1.97 0.45 0.00 2.42 1 B EE70 438.0 185.5 1.87 0.45 0.00 2.32 2A E170 487.0 175.0 1.96 0.48 0.18 2.62 2B EE70 415.0 217.5 2.07 0.55 0.00 2.62 3 E170 512.0 175.0 2.06 0.48 0.18 2.72 4 EE70 527.0 122.0 1.48 0.34 0.00 1.82 5 EE70 680.0 220.0 3.43 0.55 0.24 4.22 6 EE70 750.0 220.0 3.79 0.55 0.24 4.58 7A EE70 930.0 220.0 4.70 0.55 0.00 5.25 7B E90+ 643.0 234.0 3.45 0.49 0.00 3.94 8 EE70 890.0 206.8 w hted 4.23 0.55 0.12 4.90 9 EE70 427.0 220.0 2.16 0.55 0.45 3.16 10 E170 507.0 180.0 2.101 0.49 0.39 2.98 11 E170 507.0 180.0 2.101 0.49 0.39 2.98 12 EE70 400.0 220.0 2.02 0.55 0.45 3.02 13 EE70 950.0 220.0 4.80 0.55 0.00 5.35 14 E170 870.0 180.0 3.60 1 0.49 1 0.00 4.09 15 EE70 860.0 220.0 4.34 0.55 0.00 1 4.89 TOTAL WETTED ACREAGE: NOTES: 1. LAYOUT BASED ON NEW GPS MAPPING BY DESIGNER TO VERIFY BORDERS & HYDRANT LOCATIONS. 2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE 3. ALL CALCULATIONS BASED ON 0.96" RING IN SR150 GUN AND USING CALIBRATED WETTED DIA 2601. PULLS 1-4 BASED ON 175' LANE SPACING; ALL OTHER PULLS 180' LANES. 4. EFFECTIVE SPRAY WIDTHS BASED ON EXISTING FIELD DESIGN STANDARDS. 15. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS OR ON FROZEN OR SATURATED SOILS. 6. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK LANES TO ENSURE ACCURATE APPLICATION. 7. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE MODIFIED TO ACCOMMODATE CHANGES. 63.85 %1" 3 w) 21 la III / 2 13 l 1 1 -' �m C �d�x 14 r z vD1\na A A A a x a�� W m m tl a z i� \\nd ' / i a A m cnJb d 5 o �rnA i oAz aaa r 1 A nd H ',aA z � }} ZD Y.CmD 3 I �A Dii� ITI f� o ( \ c d1r N \ r zl d0vOD BE a 1n ma iiryiTd �� to �0 z NOD / OD Ll D ArZ z I Q O n 0 a $ \ 0 r�_ a NZ co cft oAl oz d vo A o•5 V � a [� R Ll W �� ne m v llnd a W 0A ZC 13•1 i 33. �" - 1 y ET 40 Fa 11nd .LOS llnd .LOS CJ ~' D � W m X- Ul llnd .00b / \}nd ,13S6 j I }}nd ,OL13 d ,09a —Z—&'— Btac1. River Farms LLC .lames C - Moore mpson Soil & "later €)ate: 1312012003 Legend USDA - - �` ► S is 4 e Cu vyert-4- ConservaEtiors Map Clinton SWCD I_ �yk'`-�_ � rZ&e,341-,c. Greer Morse !l� q �1 4 v w• pwK.wi A, Use aA.- roads 1000 0 1000 2000 Feet 6/�( ) � �/ 9,-)- - Z-/P I Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for. - Cascade Farm Jim Moore F.O. Box 1 Harrells, NC 28444 (910) 532-4729 07-06-2020 This plan has been developed by: Greer Moore Clear Run Farms Consulting Services Inc. PO Box 338 Harrells, 1 C 28444 (910) 8 6456 t ]eveloper Signature Type of Plan: Nutrient Management 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. \Kn� ligature (owner) Date 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 C�jnservation Commission. Plan Approved By: Technical Specialist Preview Database Version 3.1 �— -P - Date Date Printed: 07-06-2020 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. S5 Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 animal Swine Nursery Lagoon Liquid operation. This production facility has waste storage capacities of approximately 180 days. Estimated Pounds of Plant Available Nitrogen Generated per Year Broadcast 1144 Incorporated 1964 Injected 2163 Irrigated 1243 Max. Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 1,243 1521 -278 607,454 -110,854 Year 2 1,243 1331 -88 531,499 -34,899 S7 Swine Feeder -Finish Lagoon Liquid waste generated 3,615,300 gals/year by a 3,900 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 8327 Incorporated 14300 Injected 15749 Irrigated 9051 Max. Avail. PAN (lbs) * Actual PAN Applied (lbs) PAN Surplus/ Deficit (lbs) Actual Volume Applied (Gallons) Volume Surplus/ Deficit (Gallons) Year 1 9,051 9148 -97 3,654,193 -38,893 Year 2 9,051 9941 -890 3,970,816 -355,516 Note: In source ID, S means standard source, U means user defined source. * Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source-. Preview Database Version 3.1 Date Printed: 07-06-2020 Source Page 1 of 1 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, as well as the crop's P205 Removal Rate. The Leaching Index (LI) and the Phosphorous Loss Assessment Tool (PLAT) Rating are also provided for each field, where available. If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if the field's PLAT rating is High or Very High. Planned Crops Summary P205 Total Useable Plat Removal Applied Tract Field Acres Acres wing Ll Soil Series Crop Sequence RYE (lbs/acre) (lbs/acre) 10984 10 2.98 2.98 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 11 2.99 2.98 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 12 3.02 3.02 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 13 5.35 5.35 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 14 4.09 4.09 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 15 4.89 4.89 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 IA 2.42 2.42 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 113 2.32 2.32 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 2A 2.62 2.62 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 hu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A Preview Database Version 3.1 Date Printed 7/6/2020 PCs Page 1 of 3 NOTE: Symbol * means user entered data. Planned Crops Summary P2O5 Total !.. seable Plat Removal AppliedTract Field Acres Acres Rating LI Soil Series Crop Sequence RYE (lbslacre) (tbs/acre) 10984 2B 2.62 2.62 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 3 2.72 2.72 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 NIA 10984 4 1.82 1.82 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 5 4.22 4.22 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 6 4.58 4.58 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 7A 5.25 5.25 Unknown N/A Lynchburg Com, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 7B 3.91 3.94 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu. 31 N/A 10984 9 3.16 3.16 Unknown N/A Lynchburg Corn, Grain 125 bu. 55 N/A Wheat, Grain 55 bu. 28 N/A Soybeans, Manured, Double Crop 39 bu.1 31 N/A PLAN TOTALS: 58.98 58.99 Preview Database Version 3.1 Date Printed 7/6/2020 PCs Page 2 of 3 NOTE: Symbol * means user entered data. LI Polential Leaching Technical Guidance Lnw potential to contribute to soluble None 2 nutrient 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. I I igh potential to contribute to soluble Nutrient Management (590) should be planned. Other conservation practices that improve nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be > 10 considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of --field practices such as Filter Strips (393) and Riparian Forest Buffers (391). PLAT Index Rating P Management Recommendation 0 - 25 Low No adjustment needed; N based application 25 - 50 Medium No adjustment needed; N based application 51 - 100 High Application limited to crop P removal > 100 Very High Starter P application only Preview Database Version 3.1 Date Printed 7/6/2020 PCS Page 3 of 3 NOTE: Symbol * means user entered data. 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 Tract Field Soil Series Application Rate (inches/hour) Application Amount (inches) 10984 10 Lynchburg 0.50 1.0 10984 11 Lynchburg 0.50 1.0 10984 12 Lynchburg 0.50 1.0 10984 13 Lynchburg 0.50 1.0 10984 14 Lynchburg 0.50 1.0 10984 15 Lynchburg 0.50 1.0 10984 IA Lynchburg 0.50 1.0 10984 113 Lynchburg 0.50 1.0 10984 2A Lynchburg 0.50 1.0 10984 2B Lynchburg 0.50 1.0 10984 3 Lynchburg 0.50 1.0 10984 4 Lynchburg 0.50 1.0 10984 5 Lynchburg 0.50 1.0 10984 6 Lynchburg 0.50 1.0 10984 7A Lynchburg 0.50 1.0 10984 7B Lynchburg 0.50 1.0 10984 9 Lynchburg 0.50 1.0 Preview Database Version 3.1 Date Printed 7/6/2020 OF Page 1 of 1 NOTE: Symbol * means user entered data. o •� Q U O Cd Q D O O cz y �tu to od id �+ 0 as O cd cd O tUO N to O r i p bA 40y p N tad 4 CU 0 Q 0 Lei GO O y ,Z o O p 8 k 00 O 0 � �41 C N N y 0O�-+' U N 2 U � O O •ram. r3 0 C� 00 C� O 0 O 0 O 0 O 0 O 0 O 0 O O 0 O O 0 O 0 O 0 O 0 O o C. 0 0 0 0 0 0 0 0 0 0 o c 00 o m Wi o0 0 M W� I n o w o0 _ m o ccn n m vi m o cmn 00n o voi o a.� o N CD .d •� O O O O O C� O O O O O 6 C O O O O O O C O O O O O O O O C O O O O O O � v rn 0 o 00 n rn v C, o 0 oO n C� rn o C� n rn o v 't C� o C�rn 0o n O v� o 00 o v-, o 00 N 0 o o w N o h b C A e A A t k ai- at' A aY a!' 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O � un vs [40 rn On rn r!i En CIO cn (40 vi m V� rn U) Ul v1 U� V� 'InW N-It v kn ,o ,o ,o 10 n m as o, O, w v 00 00 00 v 00 v o0 v o0 00 00 v 00 v v -Ir v v v v „ O\ m O, O, O1 O, c, O1 rn oo O1 oo m 00 G, O oo rn O 00 rn O 00 O1 O oo O, O o0 rn O 00 Q1 O 00 01 O 00 0, O 00 rn O 00 O1 O 00 a� A A 3 a� 0. i O O O O O O O O 1--� 00 l� N 00 1 k M C> 01 017 V b 'O on r- cV N Cl n g Cl o c c c c o 0 0 -c� o o ° ° a� H Id Q O �G O H o �. � Ob S 00 9 C z o 0 z i w b ;24 :2 z ¢� ON m a m 0 0 U U a � d � o � � 0 b b y M Cfi G `+' `-' o F Q � bap b0 0 7 U .7 U ja a a b w U� 00 00 H 00 o 00 0 y Y O ./ 00 4.4 O 00 0 tw a O N O N ^ct q� a r� A 3 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 Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Nursery Lagoon Sludge - Standard Corn 120 bu 150 13.16 6.62 13.24 19.85 Hay 6 ton R.Y.E. 300 26.32 3.31 6.62 9.93 Soybean 40 bu 160 14.04 6.20 12.41 18.61 Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 48.89 97.78 146.68 Hay 6 ton R.Y.E. 300 26.32 24.45 48.89 73.34 Soybean 40 bu 160 14.04 45.84 91.67 137.51 Preview Database Version 3.1 Date Printed: 07-06-2020 Sludge Page 1 of 1 The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source, the number of animals in the facility and the plant available nitrogen 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 betaken not to load effluent application fields with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern. Lagoon Sludge Nitrogen Utilization Table Crop Maximum PA-N Rate lb/ac Maximum Sludge Application Rate 1000 gal/ac Minimum Acres 5 Years Accumulation Minimum Acres 10 Years Accumulation Minimum Acres 15 Years Accumulation Swine Nursery Lagoon Sludge - Standard Corn 120 bu 150 13.16 6.62 13.24 19.85 Hay 6 ton R.Y.E. 300 26.32 3.31 6.62 9.93 Soybean 40 bu 160 14.04 6.20 12.41 18.61 Swine Feeder -Finish Lagoon Sludge - Standard Corn 120 bu 150 13.16 48.89 97.78 146.68 Hay 6 ton R.Y.E. 300 26.32 24.45 48.89 73.34 Soybean 40 bu 160 14.04 45.84 91.67 137.51 Preview Database Version 3.1 Date Printed: 07-06-2020 Sludge Page 1 of 1 The Available Waste Storage Capacity table provides an estimate ofthe 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 Waste Stora a Ca acit Source Name I Swine Feeder -Finish Lagoon Liquid Design Storage Capacity (Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity (Days) 1 1 28 1 2 55 1 3 79 1 4 104 1 5 128 1 6 153 1 7 122 1 8 91 1 9 99 1 10 87 1 11 76 1 12 64 2 1 52 2 2 43 2 3 31 2 4 70 2 5 100 2 6 131 2 7 161 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. Preview Database Version 3.1 Date Printed: 07-06-2020 Capacity Page 1 of 2 Available Waste itcra�,e Canacity Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity (Days) Start Date 9/1 180 Plan Year Month Available Storage Capacity (Days) 1 1 28 1 2 0 1 3 -31 1 4 -61 1 5 -92 1 6 -122 1 7 -153 1 8 -184 1 9 -214 1 10 -22 1 11 171 1 12 140 2 1 109 2 2 81 2 3 50 2 4 40 2 5 29 2 6 38 2 7 124 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. Preview Database Version 3.1 Date Printed: 07-06-2020 Capacity Page 2 of 2 Required Specifications For Animal Waste Management 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. 2. There must be documentation in the design 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 there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application. Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). Preview Database Version 3.1 Date Printed: 7/6/2020 Specification PajZe 1 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1,1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1,1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. Preview Database Version 3.1 Date printed: 7/6/2020 Specification Page 2 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. Preview Database Version 3.1 Date Printed: 7/6/2020 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. Preview Database Version 3.1 Date Printed: 7/6/2020 Specification gage 4 Crop Notes The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 1A, 1B, 2A, 213, 3, 4, 5, 6, 7A, 713, 9 Corn 1: CP, Mineral Soil, low -leachable In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit. Review the Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely management of weeds and insects are essential for corn production. The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, 1A, 1B, 2A, 213, 3, 4, 5, 6, 7A, 713, 9 Wheat: Coastal Plain, Mineral Soil, low -leachable In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N should be applied during the months of February -March. The total N is dependent on the soil type. Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of diseases, insects and weeds are essential for profitable wheat production. Preview Database Version 3.1 Date Printed: 07-06-2020 Crop Note Page 1 of 2 The following crop note applies to field(s): 10, 11, 12, 13, 14, 15, IA, 111, 2A, 2B, 3, 4, 5, 6, 7A, 7B, 9 Double -Crop Soybeans, Coastal Plain: Mineral Soil, low -leachable Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th. When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant populations. Review the NCSU Official Variety "green book" and information from private companies to select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-301bs/acre N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for profitable double crop soybean production. Preview Database Version 3.1 Date Printed: 07-06-2020 Crop Note Page 2 of 2 S.2- z/v) Version —November 26, 2018 lViortality Management Methods Indicate which method(s) will be implemented. When selecting multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.S.106-403). The bottom of the burial pit should 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 ❑ A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). aa Any method which, in the professional opinion of the State Veterinarian, would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval by the State Veterinarian must be attached). Mass Mortality Plan Mass mortality plans are required for farms covered by an NPDES permit. These plans are also recommended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated when numbers of dead animals exceed normal mortality rates as specified by the State Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • In the event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106-399.4. 4-, (1, Mn-A"' Signature of Farm Owner/Manager of Technical Specialist Date A -d o�- U If Date INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids Ai Flush system is designed and operated sufficiently to remove accumulated s Ids from gutters as designed. Remove bridging of accumulated solids at Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 3 X of surface, Excessive Vegetative Decaying vegetation Growth Feeders ad Storage Animal Holding Areas IC --November 11, 1996 Feed Spillage Maintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry S Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of eying wastage. lean spillage on a routine basis (e.g. 7-1 O day int al during summer; 15-30 day interval during winter). 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 produ ts). ( pact for and remove or break up accumulated solids in filter strips around feed storage as needed. Accumulations of animal wastes Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. aintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). Dry Manure Handling Accumulations of animal wastes 5 Remove spillage on a routine basis (e.g. 7-10 day Systems interval during summer; 15-30 days interval during wint ) where manure is loaded for land application �Pd. osal. for �r.muate drainage around manure stockpiles. t for oveor break up accumulated wastes infilter.tripround stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner/integrator 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. �1Liitwner Signature) =>. 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 Cause BMP's .o Minimize Odor Site Specific Practices Farmstead Swine production I Vegetative or wooded buffers; Recommended best management Good judgment and common sense Animal body surfaces Floor surfaces Dirty manure -covered animals Wet manure -covered floors () Dry floors SI led floors; Waterers located over slotted floors; I l Fecdars at high and of solid floors; JAI S Pe manure buildup from floors; Underfloor ventilation for drying Manure collection pits Urine requent manure removal by flush,pit rec etge,orscrape Parital micorbiel decomposition Underfloor ventilation Ventilation exhaust fans Volatile gases; inte Fan nance; Dust ficient air movement Indoor surfaces Dust Washdown between groups of animals () Feed additives; 1) 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 tank 'ith anti -siphon vents Flush alleys Agitation during wastewater } Underfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon f) 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 gas emissions ( oper.lagoon liquid capacity Biological mixing orr Y'lagoon startup procedures Agitation ( i i um surface area -to -volume ratio Minimum agitation when pumping () Mechanical aeration () Proven biological additives Irrigation sprinkler nozzles High pressure agitation Irri eon dry days with little or no wind Wind draft Minimum recommended operation pressure ( 1 Pump intake near lagoon liquid surface (► Pump from second -stage lagoon 70C--Novembor 11. 1996 -- - Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading >urface Mixing while filling I I Tank covers Agitation when emptying ( ) Basin surface mats of solids ( I Proven biological additives or oxidants Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid Mixing while filling level Agitation when emptying (I Remove settled solids regularly Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges spreader outlets Volatile gas emissions () Wash residual manure from spreader after use () Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges or sludge on field surfaces ( ) Soil incorporation within 48 hours () Spread in thin uniform layers for rapid drying () Proven biological additives or oxidants Dead animals Carcass decomposition Proper disposition of carcasses Dead animal disposal Carcass decomposition () 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 Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-County Extension Center Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 NCSU-BAE NCSU-BAE Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 Environmental Assuranc Program: NPPC Manual NCSU-Swine Extension Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Produces Assoc Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings NCSU Agri Communications Florida Cooperative Extension The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying odor control measures as practical. I certify the aforementioned odor control Best Managment Practices have been reviewed with me. Landowner Signature)., AMOC--November 11, 1996 System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over time as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated.scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. 'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual OPERATION & MAINTENANCE PLAN Proper lagoon liquid management should be a year-round priority. It is especiall 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 penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: 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 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). 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 Iagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: 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. 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.