Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
090134_CORRESPONDENCE_20171231
REC Waater�rjvPWAp MQ AK,kVA 6 Z 15 NCDENR North Carolina Department of Environment and Natural Resources Reg Pat McCrory Governor Thomas Melvin Melvin Nursery # 1 300 Reeves Road Garland, NC 28441 Dear Thomas Melvin - Donald R. van der Vaar1 Secretary June 25, 2015 Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS090134 Melvin Nursery # 1 Animal Waste Management System Bladen County The Division of Water Resources (Division) received your sludge survey information on June 19, 2015. With the survey results, you requested an extension of the sludge survey requirement for the lagoon at the Melvin Nursery # 1 facility. Due to the amount of treatment volume available, the Division agrees that a sludge survey is not needed until 2019 for Lagoon # 1. The next sludge survey for Lagoon # 1 should be performed before December 31, 2019. Please call me at (919) 807-6341 if you have any questions. Sincerely, J.R. Joshi Animal Feeding Operations Program cc. Fayetteville Regional Office, Water Quality Regional Operations Section Permit File AWS090134 1636 Mail Service Center, Raleigh, North Carolina 27699-1636 Phone: 919-807-64641 tnfennet: hffp:ltwww ncwater.org An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper C.irtis Barwick r•1�L i 4 �✓ ��u'� S Cc d�.N't' tr'n C-x'CTcw 5.'Z.,.� April 17, 2012 1/"- Page 2 of 2 Sludge Survey Extension Requests BARWICK AG SERVICES LLC Curtis G Barwick Facilitv # Owner Farm ]lame Countv Region La oon ID Approved Until 9-78 Oscar Autry Oscar Autry Farm Bladen FRO 2 12/31/2014 9-134 Tommy Melvin Melvin Nurse 41 Bladen FRO 1 12/31/2014 9-190 Tommy Melvin Melvin Nursery #3 Bladen FRO 1 12/31/2014 25-29 Douglas Cowan Douglas Cowan Farms Craven WaRO 1 12/31/2012* 31-146 Jea Simpson Ganders Fork Du lin WiRO BP2 (small) 12/31/2014 31-162 Charles Edwards, Jr Glade Ride Du lin WiRO Bi 12/31/2012* 40-27 LL Murphrey Co David Murphrey Farm Greene WaRO 1 12/31/2012* 51-07 Donald Byrd Donald Byrd Farm Johnston RRO Finishing 12/31/2012* 51-46 Whitley Stephenson Spring Meadow Farm Sandy Ridge Pork Johnston RRO 2 12/31/2012* 54-I4 Kenneth Rouse Kenneth Rouse Farrm #3 Lenoir WaRO 1 12/31/2014 54-127 Kenneth Rouse Kenneth Rouse Fw= #2 Lenoir WaRO 1 12/31/2014 82-183 Coharie Hog Farm Lafayette Farms C-10 Sampson FRO 1 12/31/2014 82-183 Coharic Ha Farm Lafayette Farms C-10 Sampson FRO 2 12/31/2014 82-229 Nelson Porter P & J Farms Sampson FRO 1 12/31/2014 82-229 Nelson Porter P & J Farms Sampson FRO 2 12/31/2014 82-232 Ernest Smith Farms Inc Garland Sow Farm Sampson FRO Secondary 12/31/2014 82-234 Allen Cannady Allen Cannadv Farm #2 Sampson FRO 1 12/31/2014 82-275 Jerry Harrell Double J Hog Farm Sampson FRO 2 12/31/2014 82-307 Stacy Moore The Hanover Farm Sampson FRO 1 (large) 12/31/2014 82-356 SDC Leasing/S. Carroll Savannah Hill Farms Sampson FRO 1 12/31/2014 82403 Howard Bros Farms LLC D & K Farm Sampson FRO 1 12/31/2014 82-474 3 W Farms 3 W Farms Sampson FRO A 12/31/2014 82499 Sheral Daniels Sheral Daniels Farm Sam son FRO Prim 12/31/2014 $2499 Sheral Daniels Sheral Daniels Farm Sampson FRO secondary large 12/31/2014 82499 Sheral Daniels Sheral Daniels Farm Sampson FRO secondary small 12/31/2014 82-563 Steve Howard- Stephen Howard Farm Sampson FRO Nursery 12/31/2014 82-576 J & W Swine Co Inc J & W Swine Co Inc Sampson FRO 2 12/31/2012* 82-576 J & W Swine Co Inc J & W Swine Co Inc Sampson FRO 7 12/31/2014 82-622 Keith Tew K & T Farms Sampson FRO 1 12/31/2012* Todd Daniels Wind Creek Farms Sam son FRO 1 12/31/2014 02Jamie r96-02 Roesch J & T Finishin Wa ne WaRO 3 12/31/2014 Jamie Roesch J & T Finishin Wa ne WaRO 4 i2/31/2014 * Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels that an extension is not appropriate for these lagoons. Appendix 1. Lagoon Sludge Survey Form Revised August 2008 fW A. Farm Permit or DWQ Identification Number Melvin #1 B. Lagoon Identification 1 C. Person(s) Taking Measurements Curtis Barwick D. Date of Measurement 12/10/2010 W _ E. Methods/Devices Used for Measurement of: RECEIVED --: MAR 0 1 2011 a. Distance from the lagoon liquid surface to the top of tiie sludge layer. _ remote control boat with depth sonar DENH-FAYETTNLLE REGIONAL OFFICE b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. pvc pipe (previous survey) c. Thickness of the sludge layer if making a direct measurement with "core sampler". F. Lagoon Surface Area (using dimensions at inside top of bank): 0.5 (acres) (Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have been built different than designed, so measurements should be made.) G. Estimate number of sampling points a. Less than 1.33 acres: Use 8 points b. If more than 1.33 ac. acres x 6 = 687 , with maximum of 24. (Using sketch and dimensions, develop a uniform grid that has the same number of inlersedions as the estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each can be easily matched.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheef' (Appendix 2), Also, at the location of the pump intake, take measurements of distance from liquid surface to top of sludge slayer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating. 1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gauge pole): _ 1.2 J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6 (use lagoon management plan or other lagoon records) K. Determine the distance from the Maximum Liquid to the Minimum Liquid level 1.9 (use lagoon management plan or other lagoon records) L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.7 (Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level) M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points) 6.7 N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 2.4 O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.3 P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 1.7 Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item O is equal to or less than Item P, you do not h ve to determine volumes. 2.0 @ pump intake Completed by: Curtis G. Barwick Date: 12/10/2010 Print Name /Signature Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008 The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume, see notes at end;of the worksheet. The dimensions of the lagoon as measured an lthe side slope are needed for calculations of sludge volume and of total treatment volume. if the lagoon is a standard geometric shape, the sludge volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes - of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used. Example Your Lagoon-- 1. Average sludge Layer Thickness (T) 2.5 fL 4.3 ft. 2. Depth of the lagoon from top of bank to -bottom soil surface (D) 11 ft. -' 9.5 - - ft. 3. Slope = Horizontal/ vertical'side slope (S) 3 3.0 4. Length at the top of inside bank (L) 457 ft. 155.0 ft. _ 5. Width at top inside slope (W) 2-29 ft. 140.0 ft. W 6. Length at midpoint of sludge layer Lm = L-2S(D-(T/2)) 398.5 ft. 111.0 fL.-_ _. 7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2)) 170.5 ft. 96.0 ft 8. Volume of sludge (Vs) Vs=Lm Wm T 169,860 ft3 45,839 ft3 - 9. Volume in gallons: Vs9=V'7.5 gal./ft3. 1,273,950 gal. 343,790 gal. 10. Thickness of existing liquid tmt. zone (Y) 3.5 ft 1.7 ft 11. Thickness of total treatment zone (Z) Z= T+Y 6 ft 6.0 ft 12. Length at midpoint of total tmt. zone LZ = L-2(S)(D-(Z/2) 409 ft. 116.1 - ft. 13. Width at midpoint of total tmt. Zone WL = W-2(S)(D-(Z12) 181 ft. 101.1 ft. 14, Volume of total treatment zone (Vz) Vz = L= WZ Z 444,174 ft3 70,452 ft3 15. Ratio ( R ) of sludge layer volume to total Treatment Volume R = VsNz 0.38 0.65 If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information on filing the Plan of Action. Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio. Then, R = (Vs-DSSV) I (Vz - DSSV) Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000)1(447,174 - 85,000) = 84,860 / 362,174 = 0.24_ 16. Design sludge storage volume (DSSV) 85,000 17. Ratio (R) of sludge layer volume to treatment volume adjusted for designed sludge storage volume 0.24 PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION Facility Number: _ _ 1 ' 3 County: Facility Name: n e 1 w. Certified Operator Name: I hs Operator #: "*Attach a copy of Lagoon Sludge Survey Form and volume worksheets Note: A certified Sludge Management Plan may be submitted in lieu of this POA. La oon 1 La oon 2 La oon 3 La oon 4 La oon 5 Lagoon 6 a. Lagoon Name/ Identifier f b. Total Sludge Depth (ft) 3 c. Sludge Depth to be P c i- - Removed for Compliance 3 3 ft d. Sludge Volume to be Ps f` Removed (gallons) a �! coo e. Sludge PAN (lbs/1000 gal) ^•, / p f. Liquid PAN (Ibs11000 gal), g. PAN of Sludge (lbs) (d x e)/1000 Compliance Timeframes: If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level - results in an elevated waste analysis, a sludge management plan that meets the requirements of SB Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance with NRCS Standard 359 must be achieved within two years of the original sludge survey. If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop a sludge management plan that meets the requirements of SB Interagency Group Gwidance Document 1.26. SPOA 3-22-2010 Page 1 of 2 NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge depth. If microbe use is planned, specify the product to be used, 4te ad i, ,,e- I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. I further certify and acknowledge that compliance with regard to sludge accumulation must be achieved within two years of the original sludge survey indicating non-compliance. -Sludge'Survey Date: ��_�11 16 Compliance Due Date: 0 Phone:_ 33��_� Facility Owner/Manager (print) Date: Z2- — — %a Facility Owner/Manager (signature) Return this form to: Animal Feeding Operations Unit NC Division of Water Quality • 1636 Mail Service Center Raleigh, NC 27699-1636 SPOA 3-22-2010 Page 2 of 2 Appendix 1. Lagoon Sludge Survey Form Revised August 2008 A. Farm Permit or DWQ Identification Number Melvin #3 B. Lagoon Identification C. Person(s) Taping Measurements Curtis Barwick D. Date of Measurement 12/10/2010 - -- - — E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer. remote control boat with depth sonar b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon. pvc pipe (previous survey) _ c. Thickness of the sludge layer if making a direct measurement with "core sampler". F. Lagoon Surface Area (using dimensions at inside top of bank): 0.5 (acres) (Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon may have been built different than designed, so measurements should be made.) G. Estimate number of sampling points. a. Less than 1.33 acres: Use 8 points b. If more than 1.33 ac. acres x 6 = 694 , with maximum of 24. (using sketch and dimensions, develop a uniform grid that has the same number of intersections as the - estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data recorded at each can be easily matched.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the location of the pump Intake, take measurements of distance from liquid surface to top of sludge layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating. I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid _ Level (measure at the lagoon gauge pole): 0.8 J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6 (use lagoon management plan or other lagoon records) K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 1.9 (use lagoon management plan or other lagoon records) L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.1 (Item K Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level) - M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measurement points) 7,7 N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top of the sludge layer (average for all the measurement points): 3.0 O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.7 P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 1.9 Q. If Item 0 is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume. If Item 0 is equal to or iess than Item P, you do not have to determine volumes(2, . 2.5 @pump intake Completed by: Curtis G. Barwick Date: 12/10/2010 Print Name /Signature A#pehdix 3. Worksheet for sludge volume and treatment volume Revised August 2008 The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume, see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge volume and the treatment volume in the lagoon can be estimated by using standard equations_ For approximate volumes of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square or rectangular shape. For exact volumes for lagoons with constant side slope, the "Pdsmoidal Equations" may be used. Example Your Lagoon 1. Average sludge Layer Thickness (T) 2.5 ft. 4.7 - ft.- 2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 10:1 ft- 3. Slope = Horizontal/ vertical side slope (S) 3 3.0 4. Length at the top of inside bank (L) 457 ft. 155.0 ft. 5. Width at top inside slope (W) 229 ft. 140.0 ft. 6. Length at midpoint of sludge layer L,,, = L-2S(D-(T12)) 398.5 ft 108.6 ft. 7. Width at midpoint of sludge layer W,„= W-2S(D-(T/2)) 170.5 fL 93.6 ft. 8. Volume of sludge (Vs) Vs=L,,, Wm T 169,860 47,794 ft' 9. Volume in gallons; Vsa=V'7.5 gal./ft3. 1,273,950 gal. 358,457 gal. 10. Thickness of existing liquid tmt. zone (Y) 3.5 ft 1.9 ft 11. Thickness of total treatment zone (Z) Z= T+Y 6 ft 6.6 ft 12. Length at midpoint of total tmt. zone L== L-2(S)(D-(Z12) 409 ft. 114.3 ft. 13. Width'at midpoint of total tmt. Zone WZ = W-2(S)(D-(Z12) 181 ft. 99.3 ft. 14. Volume of total treatment zone (Vz) Vz = LZ WZ Z 444,174 ft3 74,938 15. Ratio ( R ) of sludge layer volume to total Treatment Volume R = VsNz 0.38 0.64 If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information on filing the Plan of Action. Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio. Then, R = (Vs-DSSV) / (Vz - DSSV) Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24. 16. Design sludge storage volume (DSSV) 85,000 17. Ratio (R) of sludge layer volume to treatment volume adjusted for designed sludge storage volume 0.24. 0.64 PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION Facility Number:_ 9 /0 County:_ & e Facility Name:_ om Certified Operator Name: 13 ^-1 n Operator #,. 'Attach a copy of Lagoon Sludge Survey Form and volume worksheets Note: A certified Sludge Management Plan may be submitted in lieu of this POA. La oon 1 La oon 2 La oon 3 La oon 4 Lagoon 5 Lagoon 6 a. Lagoon Name/ Identifier f b. Total Sludge Depth (ft) c. Sludge Depth to be e5fi. Removed for Compliance 3 AT d. Sludge Volume to be S Removed (gallons) e. Sludge PAN (Ibs/1000 gal) / O f. Liquid PAN (ibs/1000 gal) i• 10 .� , _. ___. _ g. PAN of Sludge (lbs) -. - (d x e)/1000 5v 0 Compliance Timeframes: If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level results in an elevated waste analysis, a sludge management plan that meets the requirements of SB Interagency Group Guidance -Document 1.26 must be prepared by a technical specialist and submitted to DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance with NRCS Standard 359 must be achieved within two years of the original sludge survey. If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the original sludge survey indicating non-compliance. If future sludge surveys do not show improvement in sludge levels, DWQ may require the owner to develop a sludge management plan that meets the requirements of SB Interagency Group Gwidance Document 1.26. SPOA 3-22-2010 page 1 of 2 NARRATIVE: Use this section to describe the method(s) that will be used to lower the sludge depth. If microbe use is planned, specify the product to be used. STT/ a / a w �Q ��t Q �'J.tQr"t•C d cad l -- I hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct I further certify and acknowledge that compiiance'with regard to sludge accumulation must be achieved within two years of the original sludge survey indicating non-compliance. Sludge Survey Date: — 0 T Melki,� Facility Owner/Manager (print) .fj a / Facility Owner/Manager (signature) Compliance Due Date:, Phone: D� Date: Return this form to: „nimal Feeding Operations Unit NC Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 SPOA 3-22-2010 Page 2 of 2 �OF WA ri=A� i Michael F. Easley, Governor 'Q (� AUG. 1, 3 William G. Ross Jr., Secretary CD North Carolina Department of Environment and Natural Resources Coleen H. Sullins Director Division of Water Quality August 11, 2008 Thomas Melvin Melvin Nursery #1 300 Reeves Rd Garland, NC 28441 Subject: Sludge Compliance Requirement Change Dear Per nittee: In accordance with Condition 111.19 of State General Permit AWG100000, your facility is required to maintain compliance regarding sludge accumulation in your animal waste treatment lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet of treatment depth between the designed stop pump and the average elevation of the top of the sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently modified. As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is now to be based on the sludge volume as a percentage of the total treatment volume. The revised Standard states that sludge accumulation in the permanent treatment zone must be less than 50% of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the sludge at the pump intake location. if either of these conditions is not met then sludge must be removed or managed in accordance with an approved Plan of Action for Lagoon Sludge Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and treatment volumes to determine compliance. Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s) may already be in compliance without any sludge removal. Using your lagoon design (or as - built information) and current sludge survey measurements, complete the NEW sludge survey worksheet If you have any difficulty in locating or understanding your lagoon design information, please contact your technical specialist or county Soil & Water office. tCarolina ura!!y Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 lnternet: www.ncwatemuality.om Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919)715-6048 An Equal Opportune ylAffiirm love Action Employer— 50% Recycled/10% Post Consumer Paper Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the information and notify you of our decision. NCDENR — DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 If you have any questions about the new sludge requirement, sludge survey worksheet, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733- 3221. Sincerely, -.Ira &�- �- Keith Larick, Supervisor Animal Feeding Operations Unit Enclosures cc (w/o enclosures): Bladen County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Piles - AWS090134 o�0� W A r�RQL 0 -,c Thomas Melvin Melvin Nursery #1 300 Reeves Rd Garland NC 28441 Dear Thomas Melvin: Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources October 1, 2004 Alan W. Klimek, P. E., Director Division of Water Quality RECEIVED OCT 15 2004 DENR - FAYEiTEVILLE REGIONAL OFRCE Subject: Certificate of Coverage No. AWS090134 Melvin Nursery #1 Swine Waste Collection, Treatment, Storage and Application System Bladen County On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill 733 (Session Law 2003-28). In accordance with your application received on February 27, 2003 and in accordance with the directive of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Thomas Melvin, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. The issuance of this COC supersedes and terminates your previous COC Number AWS090134 which expires October 1, 2004. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Melvin Nursery #1, located in Bladen County, with an animal capacity of no greater than an annual average of 2600 Wean to Feeder swine and the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAW -MP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read this COC and the enclosed State General Permit. Since this is a revised State General Permit, it contains new requirements in addition to most of the conditions contained in the previous State General Permit. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please p4y careful attention to the record keoing and monitoring conditions in this permit. Aquifer Protection Section — Animal Feeding Operations Unit 1636 Mail Service Center, Raleigh, North Carolina 27699-1638 Phone: 919-733-32211 FAX: 919-715-05881 Internet: h2o.enr.state.nc.us An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Nne orthCarolina Naturaliff If your Waste Utilization Plan has'been developed based on site specific information, careful evaluation of future samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that all current NRCS standards are met prior to restocking of the facility. Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Duane Leith at (919) 715-6186. Sincerely, for Alan W. Klimek, P.E. Enclosures (General Permit AWG 100000) cc: (Certificate of Coverage only for all cc's) Fayetteville Regional Office, Aquifer Protection Section Bladen County Health Department Bladen County Soil and Water Conservation District Permit File AWS090134 APS Central Files C--t-13y Murphy -Brown, LLC 06/23/2004 P.O. Box 856 IU Warsaw, NC 28398 NUTRIENT UTILIZATION PLAN Growers): Farm Name: Thomas Melvin Melvin #1 County: 8laden Farm Capacity: Farrow to Wean Farrow to Feeder Farrow to Finish Wean to Feeder 2600 Feeder to Finish Storage Structure: Storage Period: Application Method: Anaerobic Lagoon >180 days Irrigation RECEIVED 1 BAR 25 2009 013Yfi—FArETreari.tf FM0rl t MCE The waste from your animal facility must be land applied at a specked rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen_ Either of these conditions may result in runoff to surface waters which is not allowed under DWO regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor problems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 1 of 8 RECEIVED I DENR I DWQ AQUIFFR-QRCITFCTION RFOON MAR 18 2909 This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, #. tons, etc.): Capacity Type Waste Produced per Animal Total Farrow to Wean 3212 gallyr gallyr Farrow to Feeder 4015 gallyr gallyr Farrow to Finish 10585 gallyr gallyr 2600 Wean to Feeder 223 gallyr 579,800 gallyr Feeder to Finish 986 gallyr gallyr Total 579,800 gallyr AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs Capacity Type Nitrogen Produced per Animal Total Farrow to Wean 5.4 Ibslyr Ibslyr Farrow to Feeder 6.5 Ibslyr Ibslyr Farrow to Finish 26 Ibslyr tbslyr 2600 Wean to Feeder 0.48 Ibslyr 1,248 Ibslyr Feeder to Finish 2.3 Ibslyr Ibs.'yr Total 1,248 Ibslyr Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. LAND UTILIZATION SUMMARY The following table describes the nutrient balance and land utilization rate for this facility Note that the Nitrogen Balance for Craps indicates the ratio of the amount of nitrogen produced on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize in the normal growing season_ Total Irrigated Acreage: 7.25 Total N Required 1 st Year. 1283.25 Total N Required 2nd Year 0 Average Annual Nitrogen Requirement of Crops 1,283.25 Total Nitrogen Produced by Faun 1,248.00 Nitrogen Balance for Crops: (35.25) The following table describes the specifications of the hydrants and fields that contain the crops designated for utilization of the nitrogen produced on this facility. This chart describes the size, soil characteristics, and uptake rate for each crop in the specified crop rotation sQhedule for this facility. 7of8 :Reception Area Specifications ., _ _ r i 3(a) of 6 'Reception.: - .. 3(b) of 8 This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted Melds ( i.e. small grain, etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (i.e. April or May). Shading may result if small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc. is late September or early October_ Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. CROP CODE LEGEND Grop Cade Crop Lbs N utilized / unit yield A Barley 1.6 lbs N ! bushel B Hybrid Bermudagrass - Grazed 50 ibs N ! ton C' Hybrid Bermudagrass - Hay 50 lbs N f ton D Corn - Grain 1.25 lbs N / bushel Corn - Silage 12 lbs N I tan i Cotton 0. 12 Ibs N I lbs lint G Fescue -Grazed 50 lbs N / ton H Fescue- Hay 50 lbs N / ton I oats 1.3 lbs N ! bushel J Rye 2.4 lbs N I bushel K Small Grain - Grazed 50 lbs N I acre L Small Grain - Hay 50 lbs N I acre to Grain Sorghum 2.5 lbs N / cwt N Wheat 2.4 lbs N / bushel Q Soybean 4.0 lbs N I bushel P Pine Trees 40 lbs N ! acre f yr C Matua 50 lbs N I ton Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. See attached map showing the fields to be used for the utilization of animal waste. 4of8 SLUDGE APPLICATION: The following table describes the annual nitrogen accumulation rate per animal in the lagoon sludge Farm Se2sifications PANE rfanimal Farm Totalf r Farrow to Wean 0.84 Farrow to Feeder 1 Farrow to Finish 4.1 2600 Wean to Feeder 0.072 187.2 Feeder to Finish 0.36 The waste utilization plan musk contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility wilt produce approximately 187-2 pounds of plant available nitrogen per year will accumulate in the lagoon sludge based on the rates of accumulation listed above - It you remove the sludge every 5 years, you will have approximately 936 pounds of plant available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the rate of 300 pounds of nitrogen per acre, you will need 3 acreas of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 7.488 acres of land. Please note that these are only estimates of the PAN produced and the land required to utilize that PAN. Actual values may only be determined by sampling the sludge for plant available nitrogen content prior to application Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific application fields designated for sludge application at time of removal. APPLICATION OF WASTE BY IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or poriding occurs. This rate is limited by initial soil moisture content, soil stru,ture, soil texture, water droplet size, and organic solids. The application amount should not exceed the avaiiaoie water holding capacity of the soil at the time of irfigatior, nor should the pa anl. available nitingen applied cxceed the nitrogen reeds of the :rep. If S,rrfa ce irrigation is tno method of land application for this p!an, it is the iespi7,nsi6ilrty of the Producer and irriaatio;.. designer to ensure that an irrigation system is installed to property frigate the acres shov,!n in the preceding table, Failure (o apply the f-ec mrniendded rates and amounts of nitrogen oholvn in the tables may make this plan in a4d. "T1173 i. the rnaxir, .urr, application amount allowed for the sail assuming the amount of nitrogen allowed for me crop is not over applied. In many situations. the application amount sr -In. n cannot bfr applied becauso of the nitrogen lirrnitation, T he rnaximurn application a fount she vn can be applied ur:der optimum soil condit'sons- Your facility is designed for ,180 :lags of temporary storage and the temporary storage niust be iernoved on 'she are.aae of once every o months. In no instance should the volume of the waste s'red in y=_=ur sioic Ours: be within the 25 year 24 hour storm storage :,r one foot of rre,ebowd exce.0 in the event of the 25 year 24 hour storm. it ?'d ther responsibility of the. ;art dLrcer and waste applicator to ensure tii8t'he .rF3?r equiponent is ,•peraleU properly is apply the rsorrvut rates to the acres Shown in the tables, f=ai;ure to apply the real in, lende,s rates jild 'in-otunts of nitfugeri shown in lh ia;1.'•c�s may rnaKe. This pian invalid. Call your iechn:c:cri sliccialist after yeti receive the waste analysis raport for assistatice in defer=7iir,in the - a,inount of wr:sti per arse and the proper application prior io applying the waste, Sofa -Ar`J - tea or?v ,y fi .S �k„ w�'r,�--,•arm �u�-^r Application Rate Guide The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hydrant Type Crop inlhr * inches 1598 2 LeA O 0.65 1 4 LeA O 0.65 1 #REFS 6 of 8 CC c NUTRIENT UTIL17-ATION PLAN CERTIFICATION Name of Farm: Melvin #1 Owner: Thomas Melvin Manager: OwnerlManager Agreement: I/we understand and will follow and implement the specifications and the operation and maintenance procedures estauiished in the approved animal waste nutrient management plan for the farm named above_ live know that any expansion to the existing design capacity of the waste treatment ariftr storage system, or construction of new facilities, will require a new nutrient management plan, and a new certification to be submitted to DWQ before the new animals are stocked. 11we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates which produce no runoff. This Galan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility Owner: Thomas Melvin Signature:l Date Name of Manager (if different from owner): Signature: Date Name of Technical Specialist: Dawn Williamson Affiliation: Murphy -Brown, LLC _ Address: _ 2822 Hwy 24 West, PO Drawer 856 Warsaw, NC 28398 Telephone: (910) 293-3434 Signature: Date 8of8 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS Animal waste shall not reach surface waters of the state by runoff, drift. manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. 2 There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, helshe shali provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing hirnlher the use of the land for waste application_ It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient utilization Plan when there is a change in the operation, increase in the number of animals, method of application, recieving crop type, or available land. Animal waste shalt 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 miay 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, MRCS Field Office Technical Guide Standard 393 - Filter Strips). Odors ran be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the land applica#lon 1eld. G When animal waste is to be applied on acres subject to flooding, waste .vill be soil ina-orporated on conventionaily tilled cropland. When waste is applied to conservaliur: tilled crops or grassland, the waste may be broadcast provided the application does nol occur rluir ng n season prone to flccding (See "Weather and Climate in North Carolina" for yttlu�3i1CW�. L, 2L"d ':vasty sh.:,li be .Applied at rates ,.at to exceed the soil infiltration rate such that runoff clues i'iUt occur offsite or to surface 'waters aqd in a n'tethod which dogs no; cause driv i--m the site d-uring 'aappk-atlon No ^onding should 4o"COr in order to convol odni and files. t% .Anima' waste shall not be appiied to saturated soils, during rain{all events. or when the S IfilCe. i� frO7.Ptl. RECEIVED I DENR 1 DWQ AQUIFPR-PPnTFr.TI0N SFCTIQN i of 3 MAR 18 2009 NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 9 Anima( Yvaste 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 fail or winter for spring planted crops on soils with a high potential for leaching. Wastefnutrient 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 iaod 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, i995, shall not be applied closer than 25 feet to perennial waters. 12 Animal waste shall not be applied closer than 100 feet to wells. 13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14 Waste small 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 ;isc`targe or by over-sprayi; 9, Animal waste may be applied to prior crrnferted 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 ;ntc water courses, and on other grassed waterways, waste shall be appiied at agro, comic rates in a manner that causes no runoff or drift from the site. 16 Dmest:L -nd industrial waste itor,i wash -down ifRjitles, showers, toilets, 51;: 5, eu— shall not be discharged into the animal +Made management system. e I. NUTRIENT UTILIZATION PLAN REQUIRED SPECIFICATIONS (continued) 17 A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18 if animal production, at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of anrliegai 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 hucna_n consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 23 Higil€y visible markers shall be installed to mark the top and bottom e€evations 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 wi€l be required to murk the maximum storage volume for waste storage ponds. 22 Waste shali be tested within 60 days of utilization and soil small be tested at ieast 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, resuRifig in a lower application rate than a nitrogen based rate_ Zinc and copper levels in the scf7lS sl Bali be monitored and alternative crop sites shall be used when these metals aPproach excessive levels. PH shall be adjusted and-malnta ined for ;i: lii'71 'crro i urCd:JQ;tlon. Soil and '}"Jas:e analysis be kept for a xi,nim<rof five Years. U~: v d": '.:r:.: " :�1�rT�t[�';I S ;Cyl;^ :1� _ sli i4.,e maj;i,t; incd f.'?r u Mill"'IL12.: o; s }rY' `:eafS Cc lc; f.-:r ._}! aL :u '. fu �?�ni: inn nit it !ninar4 or G i j•I1 �t 'k,,, `C. i3o,!E:: ..:�;. 1... T.,, .. ,. .'k� i. Y t2c::3 of State of North CarolinaIT - V Department of Environment A4 • " and Natural Resources ,► Division of Water Quality Michael F. Easley, Governor William G. Ross Jr., Secretary NCDENR Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RE50URCE5 April 3, 2001 LL.E EN RF O � �192001 THOMAS MELVIN ❑WQ MELVIN NURSERY #1 1280 PARKERSBURG ROAD GARLAND NC 28441 Subject: Certificate of Coverage No. AWS090134 Melvin Nursery #1 Swine Waste Collection, Treatment, Storage and Application System Bladen County Dear Mr. Melvin: In accordance with your application received on January 16, 2001, we are forwarding this Certificate of Coverage (COC) issued to Thomas Melvin, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Melvin Nursery #l, located in Bladen County, with an animal capacity of no greater than 2600 Wean to Feeder swine and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS090134 ` Melvin Nursery #1 Page 2 Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff may be reached at (910) 486-1541. If you need additional information concerning this COC or the General Permit, please contact Theresa Nartea at (919) 733-5083 ext. 375. ly, Kerr T. Stevens cc: (Certificate of Coverage only for all cc's) Bladen County Health Department Fayetteville Regional Office, Water Quality Section Bladen County Soil and Water Conservation District Permit File NDPU Files r � State of North Carolina Department of Environment Div>I's on of W ternQualit Natural Resources yy 7RU E� CEO Non -Discharge Permit Application Foam J.ci IySE�'OtV (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 2o91 General Permit - Existing Animal Waste OperationoYsch, The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. I. GENERAL INFORMATION: 1.1 Facility Name: Melvin Nursery #1 1.2 Print Land Owner's name: 'Thomas Melvin 1.3 Mailing address: 1280 Parkersburg Road City, State: Garland NC ._ Zip: Telephone Number (include area code): 9I0-529-1279 1.4 County where facility is located: 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): From Ammon take Old Fayetteville Road to Bull Road, turn right, left 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): _Murphy Family Farms 1.8 Date Facility Originally Began Operation: ti' 3O— C'LS 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 09_ (county number); 134 (facility number). 2.2 Operation Description: Swine operation Wean to Feeder 2600- Certified Design Capacity Is the above information correct? yes; [::]no. If no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum number for which the waste management structures were designed. Tyne of Swine No. of Animals Tvpe of Poultry No. of Animals Type of Cattle No. of Animals 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: FORM: AWO-G-E 7/7/99 Page 1 of 4 09 - 134 % 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 6. 00 ; Required Acreage (as listed in the AWMP): —93 to •0a 2.4 Number of lagoons/ storage ponds (circle which is applicable): 2.5 Are subsurface drains present within 100' of any of the application fields? YES lease circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES NO please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N andards, etc.) (Swine Only) GKOor NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? 09 What was the date that this facility's land application areas were sited? i t q LA 3. REQUIRED ITEMS CHECKLIST, Please indicate that you have included the following required items by signing your initials in the space provided next to each item. 3.1 One completed and signed original and one copy of the application for General Permit - AnimaI Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP trust include the following components. Some of these components may not have been required at the time the facility was certified but should be added to the CAWMP for permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP_ 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.39 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.1 1 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 3.3.16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. Applicants_Initials IL - FORM: AWO-G-E 7/7/99 Page 2 of 4 09 -134 .. ti Facility Number: 09 - 134 Facility Name: Melvin Nursery #1 4. APPLICANT'S CERTIFICATION: I, _ �fl►n��5 -'s . i r -" U i n (Land Owner's name listed in question 1.2), attest that this application for fY%2 LQ3 1 �-X V) L.._✓2 11 �:l A;:§.- I (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the est of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. �/}� Signature _C/ YS,Q1� Date '9—O 1 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) 1, (Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1} has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1617 TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 FORM: AWO-G-E 7/7/99 Page 3 of 4 09 -134 ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS Please return the completed form to the Division of Environmental Management at the address on the reverse side of this foam lVop- pjsC r9e i°e Name of farm (Please print): Melvin Farm mtjP�jng Address: Rt_ 2. Box 504 Garland NC 2844i_ _ Phone No.: - County. Bladen Farm location: Latitude and Longitude: 340 45' 397 780 28' S6 (required)_ Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.): Swine Design capacity (number of animals): 26M Nursery Average size of operation (12 month population avg_): 2600 Average acreage needed for land application of waste (acres): 9.3 ------------ Technical Specialist Certification As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation pursuant to 15A NCAC 2H3 Q217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria have been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity, adequate quantity and amount of land for waste utilization (or use of third party); access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Name of Technical Specialist (Please print): M. Kevin Weston Affiliation: Murphy Family Farms Inc Address (Agency): P. O,_ Box 759 Rose Hill, NC 28458 Phone No. 910 289-2111 Signature: Date: //�301 Owner/Manager Agreement I (we) understand the operation and maintenance procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man- made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of Land Owner (Please Print; Thomas Melvin Signature:, Name of Manager, if different from owner (Please Print). - Signature: Date: Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEM USE ONLY: ACNEW# State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes. Secretary A. Preston Howard, Jr., P.E., Director ADDENDUM Y��. 1• Inti; CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION .,,.:.: ... Malvin Farm Address: Rt. 2, Box 504 Garland, NC 28441 County: Bladen Name of Land Owner (print): Thomas Melvin Signature (Land Owner): . `` ��i Name of Technical Specialist Cerrilying (print): M. Kevin Weston Signature (Tech;. Spec;alistJ:Date: //3a p� All statements below that are inidalled by a technical specialist apply to the anached cetvficanon: The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern, spacing, pipe size, etc. It is the responsibility of the producer to obtain and. operate the system with the proper components and to supply the requi rr-d maintenance to assure that no runoff of pollute; Ls u,;,. urs during u�ccua�a ai,.. .�t :. �, is appy;: r: By 4�3--9G (mondh/day/year) the producer should have an irrigation specialis4 possibly the dealer where the system was purchased, prepare an operation and maintenance plan for the irrigation system so that the producer knows how to operate the equipment to me-.t the non -discharge requin..ments. The waste management plan for this operation is based on yields higher than what is now recommended by NRCS, however, these yields are obtainable tinder high levels of management and the fanner has supporting documentation to justify higher nitrogen application rates. All of the permanent vegetation required by the waste management plan has not been es€ablishe.d as of the date of this certification. The producer agrees to establish the vegetation by � �W 9& (month/day/year), and to provide a temporary small grain crop in case some pumping is required prior to the establishment of the permanent vegetation_ The landowner is responsible for notifying DENM in writing that the stated wor'k that has a compliance date has been completed. This notification must be received by DEM within 15 days of the compliance date(s) listed above_ Please send verification of the properly completed work to: DEivi Plaruiing Branch, P.O_ Box 2953.5, Raleigh, N.C. 27626, certaddn_doc revised: 6-15-95 o n ❑,,,. '�nc-ic 010_711_7nt5 FAX 919-733-2496 Conditional Approval Verification Form Facility Name: a.da w --t Facility No.: � 3 Y3 Owner(s) Name:rY,r�n Mailing Address: JAg-D _Pr,�.lu�t.a llv.w ► Phone No.: - b'- y !t ?3_ 1n.Q a,•�r� N . c. ztrq!�j r County: ak A - The facility has satisfactorily completed activities needed to meet the conditions of the conditional certification submitted for this facility. The following items have been completed and verified by me: G/ All land application equipment has been purchased and properly installed and calibrated to the correct specifications. Date of installation of equipment: The cropping system is in place on all land as- specified in the animal waste management plan. Date cropping system in place: S Iv Name of Technical Specialist (Please Print): Agency: Address (Agency): Signature: I verify that the above information is correct and has been satisfactorily completed. I realize that I will be subject to enforcement if I failed to complete my conditional certification by the date specified in my Certified Animal Waste Management Plan Certification_ I also realize that failure to meet the conditional certification date is grounds for revocation of my permit or deemed permit status. Name of Land Owner (Please Print): m M2_ I u, :%J Signature: fn.,_ , Date: I - q - 2--Doc) Return within 30 days following receipt to: NC Division of Water Quality - Non -Discharge Compliance and Enforcement Unit Attention: Sonya Avant 1617 Mail Service Center Raleigh, N. C. 27699-1617 (919) 733-5083 extension 571 April 5, 1999 CAVF-1 s1a . It LM CYPRESS CREEK 10 1W LM .0 IM lip- Singletary Lake State Park Primarily used for organized group camping, Singletary Lake State Park has one unit for 88 campers. It has a mess hall and kitchen, camper's cabins and wash houses. Twelve miles south- east of Elizabethtown on State Highway 53, the 1,221 acre lake I has swimming, fishing, boating and hiking for group campers. N, All Lm IM BIG COLL Y Ay tM LIN ;P 0 POND UM URL IM KADM LM C$ BIA 0 LAKE) Etc W. BAY LAW WHn Lwl !0--MrrE I `AI 9MMTH Wa /LE 2 STATE FOREl' J" TUSSOCK 0" BAY ME ns LIV LM UkL L.0— im 4, -1131t JaLL 97 tul I? EL V'I SrWq, 0, -IM tuiow tUL LD LI Lam cxl-- Ap fr rz. Mon I 4"t'i A4 U14, R5 4 ZA v WIN,, Ist tw 4z, 40 coy ASS-'r. "•Ile If D- V-C sz jr e7or�y P T. Lot AM A Ap. Any i I fr. it A milli t -F IP Ot 4Id HIS L TA" tA, •J7 Is; 10A vie tn 7. 4e,W' 9n I. 40 ILIA 1� P' j7 IL61., �+ 15 r s +.i 4•r �� `7. ! •r . }�! ;ti tst 3 ,r r r'. t:t•"all WN 14 —pp;' ' i 1` y 1 �hJ•7 nth ,` f !f t' IA 5r'"`7f rrt: r5i �ly ��`• ?� -i aj; � �{i �„� - •f�4 r{t•7' 'r - � ' " r :� � i � _."' �•' i � � 3 i 1:�' � w :� ri . , i 3 � x7 • '•!� �`e �` '. 5 t i ';! �•'it �-r �.ti j r'�;=Y `•>:. "a �'i' 4 § it `.ts� ►��e7 ,}� �� '• cy o}r�r. ��.�•s •x �� r t„3 �7 +�� ,;t'i- a� ��•''�s! +. � � � s3 �^ �}�,r 3�i_,j� 4f,,:a�; "������ ;'•�'j1 Efs • '' �„� +(. -t .• ^�`+�r�'S Q. .!, �i" 3 , p 1 2 }y ; 111 , t_ pPr='�.1 ,/ ;b.,kt+, ' r` •i { T` � ,k �.• d 1�`'1 •' �r�11:' ��;._. �4 ,_�:.��`�* . r� ak t�.f� r ii•' J8 .�y17 .. t . :t +?t"�!" .���r,+ `���"�*z�pl• .�R �'y(/j��'z1' Ktr �r �6�q� � i ..r�riw,'9 �� 'i� :rA� ;-t}'��`F�h.3s �,i.r a rit,�]r� '�i.b rt fie;• f . �+ r ��" •.� 7 Fi 41� � y r � rri}'•�, 'T ,��` � � p - ,.its rf *'�' � � � Sia• rr�5�`., '#?.,34R•,AM 'f: y.. S' Yy. l T - ,' ,. r''t •sy ji Y 5; tt• 7 l ;! '�" ri. .Y I'-+i:is ,� sjj. � .- ri+' i1ti e Rai•..• } �A 4' ` I�,� r �'A�r'' r a� fi� 1 1, "+ . HSa•:,�1'i••- , } r •ki d;h} S@ °rIx4r .TI fi i e " i �' *�s !l' ' } t 7 i•':.ry,i�il ! t`, {+ '�, , ; , 'r•�i ',v Y}� `ri :+;'tx" ti + .s*' }r �gi �i�;+�: � +b�'i• - i I, e . h�,ii � ,.,Fy�"+ �" .G+.>"•� r•• tj.,. ky .Ry iFz .y,,. • _�,, .ri-.s �.•#:r� _ _ :'�, �� ,_' 731�y14}.• Yif�F '�zt�^$ t'i1i3i'.,s., , w� '`:�1.. - -✓ s: a• , ,�:.. .ii • ' };+' _ !L-i +•i 4 r'L.?a'.^ N ! L rr�; 1.4,.,, r� ,s' i .{ t . �,; 1... ti., �w i., •� v C�rN.iry*f�tt>i:{�y�ys}Fi Y;+ }'1q. k:;;.+; ii�_r�+.;� } .E r-v!s'S '�"�+'•{.. w.v ,7 �71 _.. 5r ?,�,`zFY },j Y 3- u1.1 �P�*+s m,e `l�s"yk '.rs� r a��i t,•'1� j�{: 'y'. 3S: j•yt y r'i`i ` ..�s. ..J ri�i� wl[.,� t� N s� +: � r s i r'i(� 3. �;��•',� �{..r pi�g4 ��;:� � i w� c.,, D.. M �;1 >rX' - '-ti M. i. � �'S. ,2 1 , �}+ ,�{• '. � JUM ,r 4+'•• rx ti. ! .S.i SF} >i �, / j.r'E. sr ,j Ww- !•^^y, rk �'•'^ik .l 's 5'�. ,•; ,t ++ 1:: 1 r k T s r4 �z !' ! 3 + w.t. {6 ( -1, F"a r + ,r.1a +�. l •r ..1 ; •'r' , 71wi,. rr , s S _ a •X-1, * r' 1`�s4( t L, Hy+i �s ) tya..�•- 's• l::.t�x r CIA Pi r'•�' ;' nS� Sl:• +t' F i t r t i 1 L,F l ! qF � L�•-i t C,I ri<i'r .ti .z �' �w#w' r! 1;.-�' "•� wy i+:r-'' ti-5 } .Fay e:l ��pt,�,i H♦ r t� + 7 't r'ti ; w E�a ] ��' �; } `i { t r a 4 �r i Y`.' a. >�� �'�t��; }i+.? ^a;l+Sh'•t a r � 7t+tit ' s' .,i ' el MISS u - ♦ i ..+ti � .} ? + ��, pry.. RECEf Producer: ; ,yO +,as L ✓�./ SAT F r, Loci rion: T el e ohone: (9id J Sz 9 - / Z Nor-Discta..8 fiermi ng Type Operation: j25t G,J,-,y,.j r,, /e:i- Nu=ber of Animals: z,�,aej (-Deli= Capacity) Tne waste from your atiL--1 fadrty must be ]and applied at a specinet+ rate to pzrlalt p o? �Ltdon of surf-ce and/or goundwater. The plant nit Cnts in the anizg ware 3ould b e i= ed to reduce the A-nunt of commercial zecuhed for the crops tat felds v:Lea e the waste is to be applie4i This waste uzHi_zat.ion pLu uses nTr,:oz�= as the R M.idnz a Wit_ Waste !�aotd 0,- i=� _d before each app�rca-0rz cycle. Arn_u -cod t:srs Le s=o a zl7v eacouras_a so ..: ��� planz nutnear s C a7a be ba!=iced for reR!;�� c ti<e:�ii ofz?e C70 ro be S oWM. c z .i e_ ai factors are i your w ride U-ETtioa pi n k crd_w'to =H=ize the fer�..r vzL_ ofthe — e waste and to ease rear it is applie- aa. eM {:r o 'TIe: tc%IIV Sale .gin Always apply waste based on the needs oft"_ czaa to be O w'? =- d the nu't-e': t coat zt of the waSie. Do not a-pply amOre, niTiogn tha- tat CiOp ca_:y. e. Soil n-Des a:a i=ortant as then have diEere=t ration rates, le=c: =� D o e `ialls. cation e o=._-a_ capacities, and avallzole wazer holding cap: CueS. _0—. 2av was—,—was-,-e was not be a' _ L m Lnd erodine at =_eater thaw tons per ace oe- ea=. ��r� spec.�t precautions. ware =v be applied to Iand ezoC wg at up to 10 [o-se. zip year_ Do not apply ware on satarated soils whew it 1-S r=7na, or wl ez the__is L-oz _. Either of these cor.Edons may result in runO to suazmace waters ivnica is not allowed under DEM rep-1--dons. Mind conditions slzoul.d also be considered to avoid a-d downwind odor proble.:s. To maximize the value ofnutrients for cr,;o Yroet:c�on aac to reduce the potezadalforpollution, the waste should be appIied to a c-10p or azuHed to bare: grot=daot raortthaa 30 days prior to �Inje -,Lms Y�_�eor tom conserv_- zu-m nts azd reduce odor vroble=i5, i ue esLi--+�ted acres needed to apply the nnirral w-ase is 'eased oa gpic:d zI==t Contest for t � ry offaciIi��. Acreage requirements should be based on the %vas`e a=�'Y=3 reo orz f. oiz your waste r:m,1rtaPeazeaz facility. Attached you will fmd infor=':Qa on prop e_ sa ling tecbniques, preparation, and transfer of waste samples to t �e I=b jor Trz:s utiliZatioa pig ii carried out, meats the for comEac.;NTLI 15A N C �_C 2F:.0 17 adouted by lit En%uoameural ivI>^s p-j-== t Co=lssioa- can t of waste Prcduczd Per Yeart�allorzs_ f'' tors, etc_ } Z�11I1 anima', X�a=L) waster/year = /O f (mot_) wase/yez. A=ount of Plant Available NI-rrogen. (PAN) Produced Per Year Z"b anirn a 1 c x 'Yelbs. RAIN/animaVyesr = 1 z `f8 Ib s_ PAN/year. (PAY fro= i i. C. Tech. Guide Std_ 633) Applying the above am = ofwaste is a big job. You saouid plan tine a,dkv.- appropriate eq=- ment to apply the waste in a timely T-anner. The =oIIowing acreage wi- be needed for waste ap Hca ion b2 sed on the czop ,0 ce gown and s.�ace application: Tco%e 1: ACRES OWNED P4 PRODUCER racy Fe?d Sol Cron Lbs_ N.L Acres Lbs. N Moat- of r x Trrs IV is from crin-.al wrs:r only. If nUr7*-rss from of- : er sourCzs such rs co-1,— fern` -.=per cre applizA they r.:tr: be accounted for_ N m::r be based on r---- it s:el� ca= ter_ NO =_- Tse aaplira:or is =:.=ored that P and K jr--ay be over applied M:g tie N rcc:l f rcr-rc: tx Beginning in 1996 the Coastal Zor. c IYIcr_ c3cr�rr1 A wi11 req si c fc--�s in sorr.-e ev stern counties ofXor:h Carolina to have a 'a cl r r_ _ � rats. This FLn orl� a�-�sts Nitragcr Table ?: ACRES WITH AGREEMENT OR LONG TER-q (A.ecment with 4acenr Iandovmer asur be artached) Mzquired only if onerztor does not own ad-q=e land [se- Required S e--LEcariou 2D Tract Feld Sod Crop Lbs. N Acres Lbs. N Month of zz footnote for 1 c�Te 1_ ToEa s from ab ove Ta'oles Acres Lbs. N LU tized Table I ! 3 Table 2 Total Amotmt of N, Produced Surplus or eficct 140 NO=_ Tne Waste Ihilkation Plan must con fain pro vrsionsfor periodicfar d aapl%carion of sludge at a;rorromic rates. Tne sludge will be nutrient ria "•dwill require precautionary tnearures to prevent over ofnub-ients oraf44^ e ietrr er 3 See attached map showing the fields to be used for th e utilization of waste water: Application of Waste by Irii—gation Field Soil Type Croo Amvlicat ion A.Dvlicat*an —� ;A==sYOT" M--- "W-IS �iQit' 4'C- �?r._ 3', ? C-.A_QN,Eo1iz—V-? A5M12Z WELL Yoi= fac rty is desi= =ar/8Q days of to=orar,r sora+e and the t= 11or=__--r _►ora_e r—*••—, be removed on tie aver-Qe of once every G MONTHS. i-a-no ��ce s+3otLd t -e Jobe of xaste berz store d in your =uctura exce---d Elevation -si�- Pz,4vJ r--4e-. W atic� Ca77 ae local NaniraiReso=-ces Conserratian Se_ -vice Vc=erly Soil Corsa:-"c:cr. or Solt and CoIiSz�:Vatloa Distuic-- O: F—,- CZ! aiie- you recei a i_: % aTrza, ;-n a< sis report for as=, ,=c:e ia deterujinin 27 the amou—= pet acre to appir=d Leproper ap p iicataou rate prior to apniyin4 the waste. Ncrrari >e of oaeraton._ /�,er�a�c�z �c�g.�f ra /v FiG�� /�✓n.c.�tr4 Ai r/c� �q�o HSES A 2.5 y 0406 G�fTad.� REQUIRED SPECLFICATIONS I. -+;ma[ wale shall not resch surface waters of the sate by runoff dz , manade conveyances, direc-L appl*catiotr, or direct discliaro-e during operation or land a-oplication. Aav dachas ge of waste which reaches s-,:rface water is prohibiied'. ?_ T-here must be docam-eatadon in the design folder tbnr the producer =C ocims orhas au as-peement for use of adequate land on which to properly apply the wane. Ythe producer does not ova adequate land to properly dispose ofwar<e,h-1sesliall provide a copy of a1 a+-t=ent with a landowner wao is witbia a reasoable proximity, allowiag hLhar the use of the land for wale application- h, is the reso onmbfliry of the owue: of the facility to secure am up date of the Wztt_ titntim P z= when there is a c.�znge in the operation iacrea` frz the number on- z�=� rre od ofuriu=tiort. or available Land.._ _ was;. sha11 be aan11ed to meet bLL not exoeti-'_ the ni¢oa--^ -etc; nor. -etc crop yields based ot: -pe, available mois�se;=torical data, c?im--zi; c;,ndEo-n r lever ofTr',1ap= . un ess ther4 a:` re �-,I o -s that resai� �e :_=-. _ or a:.— ("cation for ov.-, =t il: its. �. T=� PI waste wall be av lie to land erode less a 5 tons per ace= aer peat. Waste may be applied to Lad that Is erodmg at 5 or —, -ore tons, bur I-..S; 10 tons p e-r ace p er Year proz::c c gas8 fitter srim s are ., ; ed wile: e r o i!•es the fie.d ( c ee r OTG Srmdz:d =9- - Futer S=). 5. Ociors can be reduced by �l iecnna the wae or rL s - 2 are: a w se jViase ape ____o~L sh.oulld not be applied vre:, tbe:e is danger of dries the rmgaaor;__._ 6. V r--a animal waste is to be applied on acres s-dojer`: to Eooding, it uU c::an i :core orated on convertonal?y tilled cropi=d- W �- eu auplied to cot <t:;aLon t7ed cr 0us or grassland, the'vaste maybe broadcast provided the application eoesaot o c c : - during a season pr one to floodiaz (See 'r ea LHe;- and Clrmate L �icrL Ca~ oiina" for --uidance.) 7_ L;ctzid waste shall be apo?ied at rates not to exceed t«e sort infiltration ra=::'aces 62 r-: sou does not occu,: ozEne or to surface waters a.:.G i:z a method tivbicu coesaot Case drift .from the si'-Le during application_ No pored =g should occL,-r W Ord:.'to coat: of odor or flies. waste shall not be apvfied to saturated soils, dl—'=- , razzfill ei s-,Lface is frozen. r MQ=D SPECFICAUONS (continued) 9. A nimn I waste shall be applied on actively growing cops in such a mac. Ehan the ezop is not covered with waste to a depth that world iah bit growth. The poteacm1for snit dataage from mizal waste should also be considered. 10. Wasze nutrients sb31 not be applied in fan or winter for spring planted crops on sans vrdth a high pate dal forleachiag� Waste nutrient loading rates on these sous should be held to a mr'nF—1,-3 and a suitable winter cover Cron planted to take m- nu-tzients. Waste - -, not be applied more than a 0 days prior to pla=:-,S of the crop - or forages break�ig dormancy. I I. a av- new swime 6iri sued on or after Octob er I, 19 95 shall co=!V w . following: The ou:, perimeter of the land area or-L o which waste is arl =ed =om a Ta goon that L5 a cot oneat of a swiae 5 z= e at least 50 f : x:o= 7zda°�.E' Tt,j grope: Ly bound . _a mom any perennial s-e. = or Zi-Ver (othe, ;ham W - d ch or canal waste other than s,A,ae v„•as:= -otn facz�es � =d o a_ ==.y- O=obe, 1, 1995), saLU not be applied closer ; YZ-- feet to perza-- w_: (See Standard 39--- -F Cz-,:Ds). wale saa2;ot be applied close: thaw. 100 f,et to wells_ _�-__. =m21 waste sH.�0 nos be applied closer than. 200 =eet of dweilia+s other _ Cosa o-,-,imed by the` - I=. V ante shall be ano;'ed - a manner not to reach othe, propery ape 15. Feral waste shy aot be discharged into --, zr=face waz=-s, drain3Pewa.•s, or �;e>?aads b_1 a discharge or by over-a-Draviag. Animal wale = y b e applied to prior converted v- e ud5 pro,�7ded have bern approved as a ia, d application site by a "#xaa;cal sv alisc". shall not be applied on =s&ad waterways dti�rge into Sinter co=ses, and on other grassed ',4.-c,e--,vays, waste Shan be appEtd at a onomic rates M a- =.-jnrier that causes no r=oi; or L�.a'i:EL f om tag 16_ Domeszic and ine vial wale from washdowzl fac-:i_ es, shower, tole:_, S c, etc., :.all not be discaaraed into the azzimal was,-e emear syseru 6 _ r _ REQUIRED SPECIFIC -,�.TIQNS (conrinued) I3_ If animalproduc4ou at the facIry is to be suspe=ded or terminated, Le of ter is rYsp onZtt)le for obrz�ama and i=lementng a "clos re plan" wnich wiz ate the possibility of anillega? discharge, poMtion and erosion- I9_ ease handliae suLlcsres, piping, pros, reels, erc_, should be iuspec;!d m a regular bass to prevent breakdowns, leaks, and spfls. A regular mazrmtenance cie--Msr should be kept on site. - 20. A-mL-nal waste can be used is a rotation that includes vegetables and ot-= c ays for direct- hum`n coaFa=doa. However, if animal waste is used on moors=or&ert 7,7aman comsumdon it mould only be applied pren?ant wirhno 5:.rher =__al-k-tims of :2rrTma1 waste du:..z the crop season_ - -hiv `dsfole zn.. =xte-.:L-Ul be imsralled to mirk - e eon and bona= _..Hers of the temp orary sorase ing vole) of all wale z7 ear-. ent Iasoors. =gig Shall e e naaed to :ate -z e Iimud Ievel b eew e e= : Parke ,. A r^�•y rim, ee =_cuired to mail ale storase voiunze fo_ t r2sze storace roe. 22- Vv aEze wail be reszee •wr: a 59 days of utaiz tlOn an Soil Shall. be tes — = ?s a=ually at crop s:,es w;,r:e waste produces are applied_ Nmogn sa - :;e:He me- de:-z= iT*' a Lic and cope er levels in the sots shall b e and a i_=ative crop yes :L�1i be used wn--n these mer= i = approach excesz�Lr:?r:ris_ pH yali be adjured for cu- m crop produe�on age Laiaey Sal: hLce a_ysis records --L be a:rt for five years. Poui= _ dry waste apoI c::`L_::car3s =:_.ail be main.taiv=d or -tbr_e (3) years_ fin+ are anplica-don record.; for e a`=r vase sL- all be =- a.rained for LYe (5) years. + 22_ .Dead ani�l5 will be elrooszd ofizt a man-+e: this peers Noma Caro�a:e_+?-�:ons. _...... r.. - - WASTE [ON PLA--+ AGREENM-NT 11%une of Farm: /s/am*�s %%EGdi•� # Ozsrr..erl Manager .4grzzmer.� I (we) understand and wu-I follow and implement the sp e-cfficaiion and the opa-.-Eon and m,z-ut---nance procedures Grub ished is the approved aural waste uti adm,plmhrthe fa= mimed above. I (v,,'e) how that any expansion to the existzug desi� cnicay ofthe waste treatment aad storage system or construction ofnew facades WEI reqaixe anew ce�^�cation to be subniaed to the Dzv dou ofEnvixo=mt Af=-emea< (Dabefore the ue,x animals are socked. I (we) also unde`stand that there n= be no of n-_;— ,:r T waste from this s vz-.,= to surface wasers of the sate from a so= 1= sevi e man the 25-yea.*, 2= :our storm I -he approved plan WM be flied on -MY t-r the f= otuce and at the ofE.e of the local Soil and Wa_e: Conservation D* `c. d wil be avaaab i e for review by DEM uuon requesz- awe of Faulty OuLw. _ �or�,Qs %VICG✓.,� Date- 3 - !/ i r = of t�3IIager(Z der =t mom ow-ner):. S i c` . a, =e: Date_ N ;;� a of Technical Spec.. HSL (P!ZCSz print1 /'�% / ✓., I 1.�% sire•-� P_dL es.s (Agency): )�U. 8oX 7 S� 9� Si=arue: J% /�� -_GC/ Date- 3 z% &24 fAL WASTE UTILIZATION AGREEMENT (Yelled only if additional lcnd her to be le=zd, etc.) I; hereby give Puna to apply animal waste fromhis Waste UtMmtion System on acres ofmy lad for the duration of time shovin below. I =de -s-rand that this wastt contains nitrogen, phosphorous, potassium, and other trace ele—eats and when propady applied should not Ii arm. my land or crops. I zso mut= and that the use of waste w-Z reJuce- my need for coe± cza 1. fertilizer. _ Ae7ac=t Landowner. Date: VV as-,e Producer: Date: T ec.'E:�-cal Represeam&.-: SNVCD RrDresent &e: Date: Date: Ter= of Agzeemeut: _ _ , I9� to _ 29. rirrrrf of Ten Yecrs on Cast ��rrced Remy) (� ee Rea -aired YDec::;!=tzar_ NO. ? ) 2 rim -r Table]: ACRES OWINED BY PRODUCER Tract Feld Soil Crop Lbs. N Acres Lbs. N Month of No._ Type Per Ac. " Utrlized An Ucadon Total LN WASTE UTILIZATION PLAN ---------------------- Producers name: Thomas Melvin Date: 03/25/94 Address: Garland, NC County: BLADEN Type of Production Unit: WEAN -FEED Type"of waste facility: Anaerobic Lagoon Your animal waste management facility has been designed for a given storage capacity. When the waste reaches the designed level, it must be land applied at a specified rate to prevent pollution of surface and/or ground water. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops on the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle and annual soil tests are encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are important as they have different infiltration rates and leaching potential. Waste shall not be applied to land eroding at greater than 5 tons per acre per year. Do not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or not more than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage require- ments may be more or less based on the waste analysis report from your waste management facility. The design of your waste management facility is based on the following: Amount of Waste Produced Per Year: ---------------------------------- 2600 animals X 0.4 tons waste/animal/yr 1098 tons total waste Page 2 Amount of Plant Available Nitrogen Produced Per Year: ----------------------------------------------------- 2600 animals X 0.48 lbs. N/animal/yr = 1248 lbs./yr Available N Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. Your facility is designed for 180 days of storage. Therefore it will need to be pumped every 6 months. Tract Field Soil No. No. Type 1598 2 LeA 1598 6 LeA 1598 4 LeA Crop Yield Lbs. N Acres Lbs. N Month to Code Per Ac Used Apply 3 2.9 Tons 145 3 2.9 Tons 145 3 2.9 Tons 145 3.0 435 MAR-AUG 2.3 333 MAR-AUG 4.0 580 MAR-AUG ____- ----- ----- ----- ------ ----- ------ ------ ------ TOTAL 9.3 1348 Available Nitrogen 1248 Surplus or Deficit -100 Crop Codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range gr bermuda S=Control grazed bermuda; 6=Hayland bermuda Narrative of Operation or Notes: -------------------------------- Fescue Pasture. May substitute Coastal Hay (at 200 lb. N acre) IF complete drainage system installed. Then only 6.2 acres needed. Call the Soil and Water Conservation District Office after you receive waste analysis report to obtain the amount per acre to apply and the irrigation application rate prior to applying waste. Prepared by : F Name Title Date Concurred in by: -�L1 as �' Producer Date (Copy to producer and copy to case file) RECE1I,eE) 1Tv ;e `'J ,rWpR QUf_i1 i YSEC';701V System Calibration Information presented in manufacturer's charts are based on average Qoperat'PDMhGng 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 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 a thunderstorm season in the summertime. This means that at the first sign of plant growth in the later winter 1 early spring, irrigation according to a farm waste management plan should be done whenever the land in dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer I 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 irrigated 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 fertilized 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 2 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 or 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 of 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 outtets, 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 overflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: 1. 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 occur 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. 4 • 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 level. (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. • Don not pump the lagoon liquid level lower than the permanent storage level unless you are removing sludge. • Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. • Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. • Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. • Maintain strict vegetation, rodent, and varmint control near lagoon edges. • Do not allow trees or large bushes to grow on lagoon dam or embankment. • Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. • if animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: 5 • 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 phosphors, 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. EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ) Goo) `-t't6-VSH 1 EMERGENCY MANAGEMENT SERVICES (EMS) -fit 67 (20 5 ca - `�Cll L.a SOIL AND WATER CONSERVATION DISTRICT (SWCD) 5a3-19U3 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) �t� a 3 �-7 Ste►-1 3 COOPERATIVE EXTENSION SERVICE (CES) 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 your 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 or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow - possible solutions are: a) Add soil to berm to increase elevation of dam. b) Pump wastes to fields at an acceptable rate. c) Stop all flow 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 flow 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 the lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach 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 the movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If the spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Health Department. d. Contact CE's phone number, local SWCD office phone number and the 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 your 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 offsite damage. a. Contractors Name: Murphy Family Farms b. Contractors Address: P.O. Box 759, Rose Hill, NC 28458 c . Contractors Phone: (910)289-2111 Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Kraig Westerbeek b. Phone: (910)289 —_2111 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids Flush system is designed and operated sufficiently to remove accumulated solids from gutters as designed. {) Remove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Decaying vegetation (V)Maintain vegetative control along banks of Vegetative Growth lagoons and other Impoundment's to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.. bunkers and troughs) to minimize the accumulation of decaying wastage. (} Clean up spillage on a routine basis (e.g. 7-10 day interval during summer, 15-30 day interval during winter). Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around residues 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 Accumulation of animal {) Eliminate low area that trap moisture along fences Areas wastes and feed wastage and other locations where waste accumulates and disturbance by animals is minimal. () Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). MIC — November 11, 1996 10 Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day Systems wastes interval during summer, 15-30 days interval during winter) where manure is loaded for land application or disposal. { } Provide for adequate drainage around manure stockpiles { } Inspect for and remove or break up accumulated wastes in filter strips around stockpiles and manure handling areas as needed. The issues checked ( ) pertain to this operation. The landowner 1 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. (Landowner 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 11 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (-,")Vegetative or wooded buffers: (-")Recommended best management practices; (*')Good judgment and common sense Animal body Dirty manure ( )Dry floors surfaces covered animals Floor surfaces Wet manure -covered (V)Slotted floors; Boors (V)Waterers located over slotted floors; (-')Feeders at high end of solid floors; (V)Scrape manure buildup from floors; ( )Underfloor ventilation for drying Manure collection Urine pits Partial microbial decomposition (V)Frequent manure removal by flush, pit recharge or scrape ( )Underfloor ventilation Ventilation Volatile gases (-)Fan maintenance; exhaust fans Dust (.")Efficient air movement Indoor surfaces Dust (✓)Washdown between groups of animals ( )Feed additives; ( )Feeder covers; ( )Feed delivery downspout extenders to feeder covers Flush Tanks Agitation of recycled ( )Flush tank covers lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks are filling with anti -siphon vents Flush alleys Agitation during waste ( )Underfloor flush with underfloor water conveyance ventilation Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of points lagoon liquid while pits pits with ants -siphon vents are filling Lift stations Agitation during sump ( )Sump tank covers tank filling and drawdown Outside drain Agitation during waste ( )Box Covers collection or water conveyance junction boxes End of drain Agitation during waste ( )Extend discharge point of pipes pipes at lagoon water underneath lagoon liquid level Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity Biological mixing (✓)Correct lagoon startup procedures Agitation ( )Minimum surface area -to -volume ratio (✓)Minimum agitation when pumping ( )Mechanical aeration ( )Proven biological additives Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind nozzles Wind draft (V)Minimum recommended operation pressure (V)Pump intake near lagoon liquid surface ( )Pump from second -stage lagoon AMOC — November 11, 1996 12 Storage tank or Partial microbial ( )Bottom or midlevel loading basin surface decomposition Mixing while ( )Tank covers filling Agitation when emptying( )Basin surface mats of solids ( )Proven biological additives or oxidants Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid surface position Mixing while filling level Agitation when emptying ( )Remove settled solids regularly Manure, slurry or Agitation when spreading ( )Soil injection of slurrylsludges sludge spreader volatile gas emissions ( )Wash residual manure from spreader after use outlets ( )Proven biological additives or oxidants Dead animals Carcass decomposition ( )Proper disposition of carcasses Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits disposal pits ( )Proper location / construction of disposal pits Incinerators Incomplete combustion ( )Secondary stack burners Standing water improper drainage ()Farm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly maintained access (✓)Farm access load maintenance onto public roads roads from farm access Additional Information; Available From: Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Cent Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge —lagoon TreatmentE:BAE128-88NCSU-BAE Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication Nuisance Concerns in Animal Manure Management Odors and Flies; PR0101, Florida Cooperative Extension 1995 Conference Proceedings 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 Management Practices have been reviewed with me. Lz.�n (Landowner Signature) 13 MORTALITY MANAGEMENT METHODS (Check which method(s) are being implemented) { ) Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial will be at least 300 feet from any flowing stream or public body of water. (✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7 ( ) Complete incineration ( ) In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) 14 1l1 KQ] SM. ' 'fF . „ ' TYP&S,�>f 1[flT 1 NCOl]N�kF ED IN BORINGS d[:srstems, belay) ' UNIFIED CLASSIFICA71ON USDA CLASSIFICATION GW -Well graded gravels; WAV It sated mix GP -Poorly graded ge•av*ls GM -Silty gravels; gravel -sand -silt mix GC -Clayey gravels; gravel-sand-cLy mix SW -Well gradi+iEsea"; saad-p [Isis, a - gravel + s-sand via - very fine sated .. at -sandy loan fat -fine sandy loom SP - Poorly'graded sands - loam Sly! -Silty sand SC -Clayey sands; sand -clay se6denes gl-gravelly loam si-silt , ML -Silts; Bitty, V. fine sands; sandy or clayey silt sil - silt loam CL- Clays of low to medium plasticity CH-Inownic clays ai high plasticity el -clay loom sicl-silty clay loam MN -Elastic silts sci-sandy clay loam OL-Organic 31Its and aiity clays, low plasticity sic -silty clay ON -Organic clays, medium to hide plasticity c -claay L Suitahle material for w=baukza=t is available 0 Yes 4V+ rVINO pndtw�s rAe�e tears ow N,. akaech o,s NVA~ AkW REMARKS: �?-,,�� �,►� .rat_ l L`2_ qy� tiiA ? c ar-�..'�� F I 11 J e 44 A%o 2 Etolsia hazards mlwrinx special attention { design I.:'emuae. G V.%�TRAL RE "Ks: f �D r �• rs +� <� � l,1 a � c y - r ,14 24. 2,S 26 27123 29 1 3011,31 32 33 ; 34 35 361137, 3H 3J ` 401, 41 '42, -43 44 45 46 47 4$ 49 50 5I I I' f f _ f I � { UNITED STATES SOIL 122 Ag. Service Ctr. DEPARTMENT OF , , CONSERVATION Elizabethtown, NC 28337 AGRICULTURE SERVICE 910-862-6936 WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAME � v�-a TELEPHONE LOCATION !�� S A SIZE OPERATION LOCATION DATA DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 3aLbI'i. 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. IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY? YE5 NOS If yes, Iamlowner should consult with local zoning board about required permits. Permits must be obtained prior to design approval. ARE UTI11IIES 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 attadeed to site evaluation.) WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO_�' If yes, producer must complete a Form AD-I026. WILL ACTION RESULT IN SWAMPBUSTING? YES NO IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD 13E ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISIONIOF ENVIRONMENTAL MANAGEMENT. (A copy of AD-1026 and CPA-026 should be attached to site evaluation.) ODOR CONTROL HAS ODOR CONTROL SEEN DISCUSSED WITH PRODUCER ............. .............. PREDOMINANT WIND DIRECTION? YESWZ NO .............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I U.FT. UPWARDS .............. TO 3 CU. FT./LB. OF ANIMAL? YES SC' NO .............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAN 112 OF THE .............. CAPACITY? YES -!PC NO ............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF .............. WASTE. YES u-- NO 4 . . . f OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES NO x IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES NO IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES NO ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IjV THE OPERATING UNIT? YES NO 7( WILL THE ACTION RESULT IN SODBUSTING? YES NOS_ If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not need to be completed. WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? r_ YES NO IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES NO (Attach Waste Utilization Plan to site evaluation.) SOIL;NVESTTGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? YES NO IS A CLAY LINER REQUIRED? YES NO IF YES, IS CLAY AVAILABLE ONSITE? YES - NO QUESTIONAB IS A CORE TRENCH REQUIRED? YES NO �L (Attach soil investigation sheet to site evaluation.) SITE APPROVED YES NO CONDMONAL_Y, J COMMENTS CIL_ by THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRU OF LAGOON CONTINUES.IN REASONABLE TIME PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE INVALIDATED. SIGNA #14 C � DATE 2 % j 9te N SCS-CPA-015 • • ' ' U.S. DEPARTMENT OF AGRICULTURE 12 • $5 SOIL CONSERVATION SERVICi: _ h! SO[L MAP ca Owner o.�4s �� ✓�^� Operator County 3c gip' ; State C' Sol] survey sheet (s) or Code nos. �a - , .v � • - � �-� Aprorimatc scale _. Prepared by U. S. Department of Agriculture. Soil Conservation Service cooperating with L Conservation District all i - I n R' .E—J, a� Wo'yJoLn \ e I - Oc J� Na �` •�a� T 5i�� CVc' t, At, LpA Ak Ln LW olm s��gr,•1 i ;; - y•' •L"A tp AAAA vA\ • � .�. 9 . AID tl Lae . � � A ALA � 5' Fo ` SuA .Ce BuA \\ - 3u: i Fo IvY, Y +.1oer-ator-:TMELVINCounty: fiLADEN Dates 09/ci1/94 Distance to nearest residence (other than owner) : 0.0 feet 1. AVERAGE LIVE WEIGHT (ALW) G sows (farrow t© _finish) x 1417 lbs. _ C') lbs G sows (farrow to feeder) >: 522 lbs. _ 0 lbs head (finishing only) X 135 lbs. _ .0 lbs V sows (farrow to wean) >: 433 lbs. - () lbs 2600 head ( wean to feeder) >: 30 lbs. - 7Bs )OO l b s Describe other : �► ------------------------------------ Total Average Live Weight = 79000 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 78000 lbs. ALW x, Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/Fb. ALW = I CF/lb. ALW Vol urr)e = 78000 cubic feet 3. STORAGE VOLUME FOR -SLUDGE ACCUMULArlON Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME Inside top length (feet) ---------------•-_____ - - 175.0 Inside top width (.feet) ---------------------- 135.0 Top of ' dike - elevation (-Feet)-7 ------------- 102. 2 Bottom of lagoon elevation (feet) ------------ 91 . 2 Freeboard (feet) ----------------------------- I . i ) Side slopes (inside lagoon) ---------•-•-•-_--.. ------ 3. C) : 1 Total design volume using pr-i smoi dal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 169.(-) 129.() 1ii.Q AREA OF TOP LENGTH * WIDTH = 169.0 129.0 AREA OF BOTTOM LENGTH * WIDTH = 109.0 69 . (} 215;)l (AREA OF TOP) 7521 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH WIDTH * 4 139.0 99.0 55044 (AREA OF MIDSECTION * 4) CU. FT. = [AREA TOP f.(4*AREA MIDSECTION) + AREA F30TTOMI DEPTH/6 21801 . 0 5044. 0 7521.0 1.7 Total Designed Volume Available = 140610 CU. FT. P1P{]RARY STORAGE REQUIREFO DRAINAGE AREA: Lagoon (top of dike)'. Length * Width 175.0 13 :sO 23625.0 square feet Buildings (roof and lot water) u. u square feet Describe this area. TOTAL DA 23625.0 square feet Design temporary storage period to be IF30 clays. A. Volume of waste produced Feces & urine production in gal . /day per 135 1b. ALW 1.37 Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/clay 190 days Volume = 142 4BO gals. or 19048.1 cubic feet B. 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. Flusht' 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 C. 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 Vol urne = 7. 0 in * DA / 12 inches per foot Volume = 13781.3 cubic feet F'Dl ume of -25 year - 24 1;8ur storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 14765.6 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. "- 1904e cubic feet .5B. U cubic feet 5C. 13781 cubic feet 5D. 14766 cubic feet TOTAL 47595 cubic feet 6. SUMMARY r - -- Teaporar-y storage per ieO days Rainfall in excess of evaporation=== =========> 7-0 inches 25 year - 24 hour 7.5 inches 1.0 feet Side slopes=====___ ______________ _w==_ =M=> 3.0 . I Inside tap 175. G feet Inside top width=wW=====________=______==__ -w r 135.0 feet Top of dike 102. 2 feet Bottom of lagoon elevation========= ====== == => .91 . 2 feet Total required volume==================-====> 125575 cu. ft. Actual design 1.4061() cu. ft. Seasonal high watertable elevation (SHWT)===.> 97.2 feat Stop pumping elev.-====_____________________> 98.0 feet Must be > or = to the SHWT elev.==========> 97.2 feet Must be :> or = to min. req. treatment el. =:> 97.2 feet Required minimum treatment volume===========> 7E)000 cu. ft. Volume at step pumping elevati.on============> 7960E3 cu. ft. Start pumping eiey.-==_-=_ ________-___-==_=? 100.0 feet. Must be at bottom of freeboard & "=5 yr . rain -Fall Actual volume less 25 yr. - 24 hr. rai nfal l==f 12 5844 cu. ft. Volume at start pumping elevation============> 115715 cu. ft. Required volume to be pumped================> 32829 cu. ft. Actual volume planned to be pumper) = =====> 36107 Cu. ft. Min. th i. ck:ness of soil liner- when requi red==> 1.6 f eet. 7. DESIGNED BY: APPROVED BY: r DATE; DATE, NOTE: SEE ATTACHED WASTE UTILIZATION FLAN COMMENTS 6" 12" 18" 24" 30" 36" 42" 48" 8 `�� ►e-�P per' `vat -file 19" 31" 4 3" v