No preview available
HomeMy WebLinkAbout070065_Application_20240329ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS, JR. Director Leamon H Allen L.H. Allen & Son, Inc. - Finishing 2007 Beech Rdg Rd Belhaven, NC 27810 NORTH CAROLINA Environmental Quality February 12, 2024 Subject: Application for Renewal of Coverage for Expiring State General Permit Dear Permittee: IVgR 2.9 ?0�4 o�pwR ice Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits, which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General Permits. you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3. 2024. Enclosed you will find a 'Request for Certificate of Coverage for Facility Currenth Covered by an Expiring State Non-Dischame General Permit." The application form must be completed, signed by the Permittee. and returned to the DWR b\ Anril 3, 2024. Mailing Address: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699 1636 Email: animal.operations@deq.nc.gov phone: (919) 707 9129 Please note that you must include one 11) coin of the Certified Animal Waste Management Plan (CAWMP) with the completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal application form. Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. Copies of the animal waste operation State Non -Discharge General Permits are available at www.deg.nc.gov/animalpermits2024. General permits can be requested by writing to the address above. If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129. Sincerely, + K Michael Pjetraj, Deputy Director Division of Water Resources Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge General Permit North CaroihuDepastmmtofFntiiro=tutn1W.itr DisisionofWaterRe,ourm Q�512 North Salisbury Street 1636 hlail SmJce Ceut(z Ra1tiehh, NortCarolina 27699-1636 919 "079129 State of North Carolina Department of Environmental Quality Division of Water Resources Animal Waste Management Systems Request for Certification of Coverage Facility Currently covered by an Expiring Sate Non -Discharge General Permit On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be received by the Division of Water Resources by no later than April 3, 2024. Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee. 1. Certificate Of Coverage Number: AWS070065 2. Facility Name: L.H. Allen & Son. Inc. - Finishing 3. Permittee's Name (same as on the Waste Management Plan): Leamon H Allen 4. Permittee's Mailing Address: 2007 Beech Rde Rd City: Belhaven 152-9q; ^23710 State: NC Zip: 27810 Telephone Number: 2-5-2-3 9` 5480 r= ` E-mail: eager rraanr PtgYe+Rg syol.00.ca+ti 5. Facility's Physical Address: 2456 Railroad Bed Rd City: Pantego State: NC Zip: 6. County where Facility is located: Beaufort 7. Farm Manager's Name (if different from Landowner): Roger V Klaassen 8. Farm Manager's telephone number (include area code): 252-935-5418 Ext. 9. Integrator's Name (if there is not an Integrator, write "None"): Country View Familv Farms LLC 10. Operator Name (OIC): SAAtS V0�4r11A11 Phone No.: 2S2-93S Ui Q 2.0.94$ •12t 1 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: TrW A QCQJN Current Permit: Operations Type Swine - Farrow to Wean Operation Types: 344`t Allowable Count 3,983 Swine Cattle Dry Poultry Wean to Finish Dairy Calf Non Laying Chickens Wean to Feeder Dairy Heifer Laying Chickens Farrow to Finish Milk Cow Pullets Feeder to Finish Dry Cow Turkeys Farrow to Wean Beef Stocker Calf Turkey Pullet Farrow to Feeder Beef Feeder Boar/Stud Beef Broad Cow Wet Poultry Gilts Other Non Laying Pullet Other Layers 27860 OIC #: 44749 1 wdf.4 Other Types Horses - Horses Horses - Other Sheep- Sheep Sheep - Other 13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (FillNerify the following information. Make all necessary corrections and provide missing data.) Structure Name Structure Type (Lagoon/Digester/ WSP) Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard 'Redline" (Inches) FINAL Lagoon 1/1/1993 Full, clay 202,883.00 50,140.00 19.00 PRIMARY Lagoon 1/1/1990 Full, clay 183,315.00 49,324.00 19.00 SECONDARY 1 Lagoon 1/1/1990 Full, clay 171,885.00 46,640.00 19.00 SECONDARY Lagoon 1/1/1993 Full, clay 202,883.00 50,140.00 19.00 Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via email to the email address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), sh ned bN the owner and a certified technical specialist, containing: ,,a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) eb. A map of every field used for land application (for example: irrigation map) .,c. The soil series present on every land application field 4. The crops grown on every land application field fie. The Realistic Yield Expectation (RYE) for every crop shown in the WUP A. The maximum PAN to be applied to every land application field & The waste application windows for every crop utilized in the WUP ofi. The required NRCS Standard specifications ,-2. 1 site map/schematic r3. Emergency Action Plan y4. Insect Control Checklist with chosen best management practices noted YOdor Control Checklist with chosen best management practices noted Jr. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist �. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. B. Operation and Maintenance Plan If your CAMW includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.) I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners should sign. If Landowner is a corporation, signature ,should be by a principal ex tive officer of the corporation): Name (Print): i. lU ► Title: r Signature: ! Date: Name (Print): Signature: Name (Print): Title: Date: Title: Signature: Date: IU:1M[K6)u19NMI 10171UUaWAIMOki.Celli P0 ILIaL410fi711Clit0)N1WNIU67.1a3NJaO ; E-mail: animal.operations@deq.nc.gov NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North. Carolina 27699-1636 J V_ WASTE UTiLIZATION PLAN Goldsboro Hog Farms, Inc. Thursday, August 25, 2016 Updated 812612016 Producer: L.H. Allen & Son Pork Farm, Inc. Farm Name: Allen Farm 3703 Hwy 99 North Pantego,NC 27860 Telephone # : (252) 943-8179 Type of Operation: Farrow to Weanling Swine Number of Animals: 3983 sows design capacity Application Method: Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner. Always apply waste based on the needs of the crop to be grown and the nutrient contents of the waste. Do not apply more nitrogen than -the crop can utilize. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and avaialable water holding capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DEM regulations. Wind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied to bare ground not more than 30 days prior to planting. injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on waste application through irrigation for this is the manner in which you have chosen to apply your waste, if you choose to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating waste are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. Acreage requirements should be based on the waste analysis report from your waste management facility. Attached you will find information on proper sampling techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217 adopted by the Environmental Management Commission. Page 1 AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 3983 sows X 6.1 tons waste/sows/year = 24296.3 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3983 sows X 5.4 Ibs PAN/sowslyear = 21508.2 PAN/year Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner. The following acreage will be needed for waste application based on the crop to be grown, soil type and suface application. TABLE I: ACRES OWNED BY PRODUCER 5 RACT MELD - SOIL TYPE &CLASS- C P YIELD LBSA COMM DETERMINING PHASE CODE N/ACRE N/ACRE 40207 1 CAPE FEAR DRAINED C 135 143.1 40207 * 1 - CAPE FEAR DRAINED J - Ww- 6 112.21 - I 40207 1 ICAPE FEAR DRAINED SB 381 146.3 , 1 40207 I" 1 CAPE FEAR DRAINED CO -- 750I 49.95 f 4003*� 1 'TOMOTLEY _ DRAINED C J 130 140.47 4003 * 1 TOMOTLEY DRAINED W 60 115.8', 4003 1 ITOMOTLEY DRAINED _ SB 381 147.06' 4003 1 TOMOTLEY DRAINED _ CO - 8001 58 41135*~ _ 1_ CAPE FEAR DRAINED C _ 135 143.1 1 41135 * 1 ICAPE FEAR DRAINED W 601 112.2 C 1 _ CAPE FEAR DRAINED SB + _ 38 _ 146.3, C 41135 1 (CAPE FEAR DRAINED j CO I 750, 49.95r C L 40401 �` 1 jCAPE FEAR DRAINED C 135 443 11 C j 40401 I* - 1 - - jCAPE FEAR DRAINED - W - -60 112.2 0 r_ ___._.__...._ _ 40401 _ 1 _ _ jCAPE FEAR DRAINED SB 38 146.3j 0 40401 i* 1 ICAPE FEAR DRAINED Y CO 1 - 750 49.95 0 4003 10 PORTSMOUTH DRAINED- I C 1351 9.85 0 4003 - I* 10 ]PORTSMOUTH DRAINED W 601 120.6 _ 0 4003 -j* 10 1PORTSMOUTH DRAINED I SB I 381 148.21 0 ---+--- - 4003 10 PORTSMOUTH DRAINED CO_ 825' 66.99 41136_-�* - 11 TOMOTLEY DRAINED _�_ C _ 1301 140.4i 0 41136 -11 iTOMOTLEY DRAINED_ W 601 115.8 _ 0 41136 11 _ TOMOTLEY DRAINED _ _ SB 1 381 147.06 0 41136 *_ 11 TOMOTLEY. DRAINED _ CO 800; 58 0 4003 * _ 11- PORTSMOUTH DRAINED C 135 149.85 0 _4003 11 PORTSMOUTH DRAINED W 60 120.6 0 4003 * 11 PORTSMOUTH DRAINED SB 38, 148.21 0 - 4003 * 11 PORTSMOUTH DRAINED_ CO_ _ _ 8251 66.99 0 4003 12 PORTSMOUTH DRAINED �C 13 149.85 0 4003 * 12 PORTSMOUTH DRAINED W 60 120.6 _ 0 4003 * 12 PORTSMOUTH DRAINED SB 38 148.2 _ 0 4003 12 �PORTSMOUTH DRAINED - CO 825 66.99 0 41136 * 12 TOMOTLEY DRAINED C 130 140.4 0 41136 12 TOMOTLEY DRAINED W 60 115.8 0 41136 * 12 TOMOTLEY DRAINED SB 38 147 06 0� 4003 13 4003 * 13 _ 4003 13 4003 13 41136 13 HYDE DRAINED HYDE DRAINED HYDE DRAINED HYDE DRAINED _ ` TOMOTLEY DRAINED L4t)b3 WA s q1i36, youb� > L,n• CO 800 C 160 W.7 65 SB 44 CO 850: 140 A ---• - A_P LP TC. USED TIME -10.38 1485 FEB-JUN 10.38 1165 SEP-APR 10.38 1519 APR-SEP 15 10.38 5181 MAR-JUL 17.1 2401 _ FEB-JUN 17.1 1980 SEPT-APR 17.1 2515 APR-SEP 15 17.1 992 - MAR-JUL 17.38 24871 FEB-JUN SEP-APR 17.38 1950 17-38 2543 868 APR-SEP 15 MAR-JUL 17.38 24.5 _ 3506 FEB-JUN SEP-APR 24.5 2749 24.5 3584j APR-SEP 15 24.5 1224 MAR-J U L 18.68 2799 FEB-JUN 18.68 2253 SEP-APR 2768 APR-SEP 15 1251 MAR-JUL 2328 FEB-JUN _ 1920 1 SEPAPR 2438 APR-SEP 15 962 MAR-JUL 2877 J2546 FEB-JUN SEP-APR 2316 2845 APR-SEP 15 1286 MAR-JUL 2574 FEB-JUN - 2072 SE -APR APR SEP 16 2546 17.18 1151 MAR JUL 17.38 2440 ---FEB-JUN 17.38 2013 SE'.' APR 17.38 2556 APR-SEP 15 MAR-JUL FEB-JUN 17.38 1008 16.28 2761 16.28 1968 SEP-APR 16.28 2751 APR-SEP 15 MAR-JUL _ 16.28 911 16.43 2307 FEB-JUN Page 2 41135 41135 41135 41135 40401 40401 40401 40740T r 41136 41136 41136 41136 4003 4003 4003 4003 41.136 I 41136 41136 -_41136 4003 4003 - 4003 4003 41136 41136 41136 41136 _ 41136 . 41136 41136 41136 41736 41136 _ 41136 41136 41136 41136 41136 41136 41136 _ 41136 41136 41136 4003 � i 4003 4003 41 3 41135 41135 -41135 41135 - r 4D207 40207 �* 40207 _40207 40401 40401 -r 40401- IT * 2 CAPE FEAR DRAINED - . -- - - ----_-.- . * 2 CAPE FEAR DRAINED * 1---....__ CAPE FEAR DRAINED --- -- __.__._..... _ _ * 2 CAPE FEAR DRAINED * 2 JCAPE FEAR DRAINED * _ 2 _ CAPE FEAR DRAINED _ * - 2 CAPE FEAR DRAINED 2 CAPE FEAR DRAINED * 20 TOMOTLEY DRAINED 20 TOMOTLEY DRAINED 2D TOMOTLEY DRAINED- C 1 .._ W__ SB CO ---- C _ W SB CO C ._1 _ _ - 135 60 38 750 - -- - 135 601 38 750 130 - 143.1 112.2 - _ .. __ --T 146.3 49.95 -- - - - ---• 143.1� 112.2 146.3 49.95 0 15.75 0 15.75 - -- 0 _ 15.75 2254 ---- 1767 - - - 3042 2787 787 0 15.75 01 22.88 3274 2567 3347 1143 F­2 140.4 115.8 1* 1528 W SB 60 38 1260 1600 147.061 * ZO TOMOTLEY DRAINED - _ CO - 8 * 20 PERQUIMANS DRAINED 1 C 1 * 20 PERQUIMANS DRAINED W - T- �* 20 PERQUIMANS DRAINED SB �* 20 1PERQUIMANS DRAINED CO71- 9i �* 21 1PORTSMOUTH DRAINED L C 1; �* 21 PORTSMOUTH DRAT ED - I _W ! I* 21ORTSMOUTH DRAINED SB * 21 1PORTSMOUTH DRAINED j CO 8: ACREDALE DRAINED _- 1 C 1 * 21 ACREDALE DRAINED-W * 21 - ACREDALE DRAINED -_ SB �* - 21 iACREDALE DRAINED I CO �_ 9C * 22 _ jTOMOTLEY DRAINED C 12 * 22 TOMOTLEY DRAINED W 6 22 - TOMOTLEY DRAINED = 22 TOMOTLEY DRAINED * 23 TOMOTLEY DRAINED C 13 I* _ 23 TOMOTLEYDRAINED W 6 * 23 _ TOMOTLEY_ DRAINED _ _ I*_ 23 TOMOTLEY DRAINED _ CO 80 * 24 TOMOTLEY DRAINED C - 13, �* 24 TOMOTLEY DRAINED W 61 * 24 T )MOTLEY DRAINED SB 31 * 24 �TOMOTLEY DRAINED CO �- 80( * 25 _ TOMOTLEY DRAINED - L C--13( * 25 ITOMOTLEY DRAINED 6( * 25 TOMOTLEY DRAINED _ SB & * 25 TOMOTLEY DRAINED _ CO 80C * 26 TOMOTLEY DRAINED _ _ C 13C TOMOTLEY DRAINED W 26 TOM - * _ _ _ 6C 26 TOMOTLEY DRAINED -+ SB 38 �* 26 TOMOTLEY DRAINED C 800 *- 3 - HYDE DRAINED160 3 HYDE DRAINED - 1__ . * • -- � W 65 * 3 HYDE DRAINED Sg - 44 * -3 HYDE DRAINED I _60850 3 - CAPE FEAR DRAINED _ C _ 135 - 3 CAPE FEAR DRAINED W 60 3 CAPE FEAR DRAINED SB 38 3 -JCAPE FEAR DRAINED _ CO 750 3 CAPE FEAR DRAINED C 135 3 CAPE FEAR DRAINED ��/�1� 60 _ 3 -CAPE FEAR DRAINE❑ SB r 36; 3 _CAPE FEAR DRAINED 750 _3 jTOMOTLEY DRAINED C 130 3 TOMOTLEY DRAINED W 60 3TOMOTLEY DRAINED SE 38 581 .. 148.4 112.2 - 154 149.85 - 120.6 148.21q146.3 58.95 140.41 _ 115.8, 147.06 581-_- 140.4 - 458 - 140.4 115.8i- 147.06 _ 58 140.4 _ 115.8 -147.06j - - 58 - - 140.4 115.8 147.06 58 _ -169.6 _ 120.9 168.95 55.93 143.1 112.21 _146.3' 49.95 143.1 112.2 �146.3.95 - 140.4j 115.8 147.06 01 0 _ 0 10.88 1t57 11.57 631 _ 1717 - 1298 _Oj 11.57 1782 0 11.57 682 0 7.891 1182 0 7.891 952 7.89 1169 _0 0 7.89 _ 529 8.0 3.9 0 0 0 8.85 8.74 8.74 8.74 7.21 7.21 7.21 7.21 14.91 14.91 14.91 14.91 17.2 17.3 17.0 29.21 29.21 29.21 15 1192 3 _._.- 817 3 1175 31 473 7 880 7 726 7 922 7 _ _3_64 2 550 2 454 i 576 ? 227 i 190� i 156 i 199 > 78 1243 1025 1301 513 1227 1012 1285 507 1223 8721 1218 403 FEB-JUN .. -SEP-APR APR-SEP 15 MAR-JUL FEB-JUN SEP-APR - APR-SEP 15 NAR-JUL - FEB-JUN P-AP AI' ._- R-SEP 1 15 MAR-JUL FEB-JUN SEP-APR_ APR-SEP 15 MAR-JUL FEB-J U N SEP-APR _APR-SEP 15 MAR-JUL_ _FEB-JUN SEP-APR APR-SEP 15 MAR-JUL FEB-JUN - SEP-APR APR-SEP 15 MAR-JUL _- FEB-JUN SEP-APR APR-SEP 15 _MAR-JUL_ FEB-JUN SE -APR APR-SEP 15 - MAR-JUL FEB-JUN SEP-APR APR-SEP 15 MAR-JUL FEB-JUN SEP-APR APR-SEP 15 MAR-JUL FEB-JUN SEP-APR _ APR-SEP 15 2134 FEB-JUN SEPAPR APR-SEP 15 E218 i 745 MAR-JUL 2476 FEB-JUN 1941 2531 SEP-APR APR-SEP 15 864 4101 MAP-JUL - FEB-JUN _ 3383 SEP APR 4296 APRiSEP 15 Page 4 i 40401 * 3 TOMOTLEY DRAINED I CO 800 58 f 4003 4 PORTSMOUTH DRAINED j C 135 _1.49.85 4003 4 PORTSMOUTH DRAINED -W j 60 120.6 4003 . ;- -_ - ------ - - - - _. _ - - - 4 , PORTSMOUTH DRAINED SB 38148.2 4003 4 PORTSMOUTH DRAINED j CO 825 66.99 40207 * 4 CAPE FEAR DRAINED _ j ^C 135 143.1� -- - l ----..-.-•-- - _-. ._.._........ ...-_ . _ 40267 _ 4 jCAPE FEAR DRAINED W J - 60 112.2 40207 j* 4 -- 7CAPE FEAR DRAINED SB 38 146.3 40207 CAPE FEAR DRAINED CO 750 - 49.95 41135 IPORTSMOUTH DRAINED C 135149.85 _ 41135 * 4 IPORTSMOUTH DRAINED W 60 120.E 41135 4 1PORTSMOUTH DRAINED SB 38 148.21 41135 - *-4 PORTSMOUTH DRAINED - CO 825 66.99 L_ 40401 JACREDALE DRAINED - C -- 140 148.4 40401 * 4 1ACREDALE DRAINED W 55 101.75 40401 4 ACREDALE DRAINEDT SB - 38 146.3 40401 * 4 ACREDALE DRAINED CO _ 9001 58.95 40207 * 5 CAPE FEAR DRAINED C 1351 143.1 40207 5 CAPE FEAR DRAINED W 60' 112.2 40207 * 5 APE FEAR DRAINED SB -- 38- 146.3 40207 * 5 CAPE FEAR DRAINED T CO 1 75� 49.95 _ 41135 5 IPORTSMOUTH DRAINED C 135 149.85 41135 * 5 IPORTSMOUTH DRAINED W 60 120.6 41135 5 _ PORTSMOUTH DRAINED SB 38 148.2' �^ 41135 �* 5 PORTSMOUTH DRAINEDCO 825 -6.99 I 4003 * 5 PORTSMOUTH DRAINED` _C _ 13 4003 5 PTORTSMOUTH DRAINED W 60 120.6I_ 4003 * 5 1PORT06LITH DRAINED SB 38 148.2 4003 '* 5 iPORTSMOUTH DRAINED co 825' 66.99 -.. _ --- 4003 6 �PORTSMOUTH DRAINED C 1351 149.85 4003 * 6- PORTSMOUTH GRAINED _ W _ 60 120.E - j 4003 - * - 6 PORTSMOUTH DRAINED S13 - 38 148.2 4003 t* 6 PORTSMOUTH DRAINED L C�O 825 66.99 40207 6 CAPE FEAR DRAINED C 135! 143.11 40207 * 6 CAPE FEAR DRAINED I VV 1 60 112.2 40207 * 6 CAPE FEAR DRAINED SB 38 146.3 I 40207 !* 6 CAPE FEAR DRAINED CO 750 49.95 41135 ** 6 PORTSMOUTH DRAINED _ C 135 149.85 41135 6 PORTSMOUTH DRAINED W 60 120.61_ 41135- *_ 6 _ PORTSMOUTH DRAINED _ SB 381 148.2 4 i 135 I * 6 PORTSMOUTH DRAINED CO j 825j 66.99 _4003 _ 7 PORTSMOUTH DRAINED _ _C j 135 149.85 T 4003 7 PORTSMOUTH DRAINED W-60j 120.6; 4003 �* 7 PORTSMOUTH DRAINED SB ( 381 148.221 4003 7 PORTSMOUTH DRAINED coS 8251 66.99� 40207 * 7 PONZER DRAINED I C 1501 1591 - 40207 �* 7 PONZER DRAINED - W 65 120.91 40207 7 POWER DRAINED SB 42 161.28i 40207 7 PONZER DRAINED -_ CO 900U�58.95 41135 * 7 _ PONZER DRAINED C 1501 1591 41135 7 PONZER DRAINED W 65i. 120.9 _ 41135 7 PONZER DRAINED SB_ 422 161.28 41135 7 PONZER DRAINED CO 900j 58.95 _ 40207 8 I PNZER DRAINED __7- C 1501 159 40207 * 8_ JPONZER DRAINED W _ 651 120.9 40207 -�* -8 _ PONZER DRAINED SB 42 161.28 40207 * 8_ _ PONZER DRAINED _ CO 900! 58.95 4003 8 ,PORTSMOUTH DRAINED CW_ 135I 149.85 4003 *- - 8 "PORTSMOUTH DRAINED _ j -60 120.E 0 29.21 0 9.72 0 _ __ 9.72 0 9.72 Oj 9.72 01 16.66 16.66 16.66 18.18 18.18 18.18 18.18 31.09 31.09 31.09 of 15.7 0 15.7 - 0 15.7 0 15.7 0 17.56 0 17.56 0 17.56 0 17.56 0 19.66 0 19.66 0 19.66 01 11.59 0 15.1 0 15.1 0 15.1 0 15.1 0, 17.46 0' 17.46 0 17.46 01 17.46 10.38 1 1 1 17 17 17 16941 MAR-JUL 1457 FEB-JUN 1172 SEP-APR 1441 APR-SEP 15 651 _ MAR-JUL _ 23841 FEB-JUN. -- 1869 _ SEP-APR 2437 APR-SEP 15 832 MAR-JUL- _ 2724 FEB JUN 2193 SEP-APR__ 2694 APR-SEP 15 1218 MAR-JUL 4614 FEB-JUN 3163 SEP-APR 4548 APR-SEP 15 1833 MAR-JUL 2247 FEB-JUN 1762 SEP-APR 2297 APR-SEP 15 _-784 MAR-JUL 2631 FEB-JUN 2118 _ SEP-APR 2602 APR-SEP 15 1176 MAR-JUL - 2946 FEB-JUN 2371 SEP-APR 2914 APR-SEP 15 1317 MAR-JUL 1737 _ FEB-JUN _ 1398 SEP-APR_ 1718 APR-SEP 15 776 NIAR-JUL 2161 FEB-JUN 1694 SEP-APR 2209 APR-SEP 15 754 MAR-JUL 2616 FEB-JUN 2106 SEP-APR 2588 APR-SEP 15 1170 MAR-JUL 1555 _ FEB-JUN 1252 SEP-APR 1538 APR-SEP 15 695 MAR-JUL -- 2210 _ FEB-JUN 1681 SEP-APR 2242 APR-SEP 15 _ 819 _ MAR-JUL _ 2824 FEB-JUN 2147 SEP APR 2864 APR-SEP 15 1047 MAR JUL _ 1081 FEB-JUN 6.8 822 SEP APR_ 6.8 6.8 1097 401 APR-SEP 15 MAR-JUL _ 12.51 1875 FEB-JUN 12_51 - 1509 SEP-APR - Page 6 466 ORTSMOUTH DRAINED 3 0 12.51 1854 I APR-SEP 15 4003 JP2RT SMOUTH DRAINED co 6699, 0 2_51838 j ... AR-JUL.. 1.5 2800 FEB-JUN . 0 1 2129 41135 8 JPON2E� A 55 120.91 0i 17.61•1 SEP-APR ss 45 7 - ]*­_" 8 jF0 ZER 80 Oj� 17.61 -APR-SEP 15 MAR-JUL 41 1.i5 8 NZE'R DRAINEDCO g5 j 900, 58.95 TOTALS: 123189 — Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of NC to have a nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen. Page 6 TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specifications 2.) There are no Acres Leased Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. * Indicates a Crop Rotation * Acreage figures may exceed total acreage in field due to overseeding. **Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial nitrogen (COMM N) supplied. The following legend explains the crop codes used in TABLES 1 and 2 above: CROP CODE CROP C.._..--- CORN COTTON SOYBEANS W WHEAT UNITS LBS N/UNIT ._..1BUSHELS - _ l.O6 5I,400, t. J BUSHELS.? 3°la'3.g�s _T BUSHELS 14# 012:4 1.0; Page 7 TOTALS FROM TABLES I AND 2 ACRES LBS AW N USED (TABLE 1 784.57 123,1891 TOTALS: 784.57 123,189 AMOUNT OF N PRODUCED: 21,508 *** BALANCE-101,681 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres show in each of the preceeding tables are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields listed may, and most likely will be, more than the acres shown in the tables. NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 3505.04 pounds of plant available nitrogen (PAN) per year in the sludge that will need to be removed on a periodic basis. This figure is PAN when broadcasting the sludge. Please be aware that additional acres of land, as well special equipment, may be needed when you remove this sludge. See the attached map showing the fields to be used for the utilization of waste water. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil teAure, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 5.92 months. In no instance should the volume of waste being stored in your structure be within 1 feet of the top of the dike. If surface irrigation is the method of land application for this plan, it is the responsiblity of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and amounts of Nitrogen shown in the tables may make this plan invalid. The following table is provided as a guide for establishing application rates and amounts. APPLICATION APPLICATION TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches) 4003 4003 �_ 4003 4003 10, *11, `12, *4, *5, *6, *7_*IPORTSMOUTH *21 _.. *2 *1, *2 _ DRAINED_ w 1ACREDALE DRAINED C 0.45 0.00 0.00 0.40 *1 *1 *1 *1 TOMOTLEY DRAINED w ITOMOTLEY DRAINED------ SB 4003 *1, *2 iTOMOTLEY DRAINED C 0.40 *1 4003 10, *11, *12, *4, *5, *6, *7, *JPORTSMOUTH DRAINED SB 0.45 *1 4003 10, *11, *12, *4, *5, *6, *7, *IPORTSMOUTH _ DRAINED co C _ 0.45 *1 *1 *18, *20 _ PORTSMOUTH DRAINED --i - 0.45 -0.00 4003 -�76, PERQUIMANS DRAINED *1 4003 -- I 4003 4003 4003 *16, *18, *20 ' *16,*18,*20 ��W�_ PERQUIMANS DRAINED I PERQUIMANS DRAINED_ HYDE DRAINED SB C w l SB 0.00 0.45 *1 *1 *13, *14, *15, *17, *19, *3 *13, *1a, *I5, *17, *19, =3 HYDE DRAINED Page 8 k003 i *13, *14,*ls, *19, *19, *3 HYDE DRAINED - CO 0.45 *1 B---.. _ -- i4003 *2l ACREDALE DRAINED CO 0.45 *1 .._— _.._ _.. _... _. _.. — - — 4003 *13, *14, _115, *17, *19, *3 HYDE DRANED C ' 0.45 *1 �4003 *2l ACREDALE DRAINED W 0.00 *1 fZ03 0O3 *21 ACREDALE DRAINED SB 0.00I — *16, *18, *2o PERQUIMANS DRAINED CO 0.00 *1 4003 *1, *2 TOMOTLEY DRAINED CO 0.00 *1 40207 _ *1, *2, *3, *4, *5_*6�CAPE FEAR DRAINED --_ C 0.40 *1 46207 *7, *8 'PONZER DRAINED W 0.00 *1 DRAINED- 40207 *7, *8 PONZER DRAINED - CO 0.00 *1 - 40207 *7, *s PONZER DRAINED C 0.00 *1 40207 *1, *2, *3, *4, *5, *6 CAPE FEAR DRAINED W 0.00 *1 4 40207 *l, *2, *3, *a, *5, *6 CAPE FEAR DRAINED CO 0.00 *1 40207 *1, *2, *3, *4, *5, *6 CAPE FEAR DRAINED SB 0.40 *1 40401 *a ACREDALE DRAINED W 0.00 *1 40401 *4 ACREDALE DRAINED C 0.00 *1 404 11 *4 ACREDALE DRAINED- 40401 *1, *2 CAPE FEAR DRAINED C 0.40 *1 40401 *1, *2 CAPE FEAR DRAINED CO 0.40 *1 40401 *1, *2 CAPE FEAR DRAINED SB 0.40 *1 - -- 40401—_*1_*2 CAPEEA FR DRAINED W 0.40 *1 •-•- 40401 *3 TOMOTLEY DRAINED C 0.40 *1 40401 *3 ITOMOTLEY DRAINED CO 0.40 *1 . '40401 *3 ITOMOTLEY DRAINED ---—SB i 0.40 *1 40401 *3 'TOMOTLEY DRAINED W 0.40 *1 40401 *a ACREDALE DRAINED SB 0.00 *1 41135 -- - *7, *8 - - — YirPONZER DRAINED —� W 0.00 *1 41135 *a, *5, *6 PORTSMOUTH DRAINED W 0.45 *i 41135 *4. *5, *6 PORTSMOUTH DRAINED — SB 0.45 1 41135 4, 5, 6 PORTSMOUTH DRAINED ( C 0.45 I 1 41135 *7, *8 PONZER DRAINED S8 0.00 41135 *7, *8 PONZER DRAINED C 0.00I. *1 41135 *1, *z, =3 ICAPE FEAR DRAINED - I W 0.00 [41135 1135 *1, *2, *3 _ CAPE FEAR DRAINED SB 0.40 *1 *1, *2,*3CAPE FEAR DRAINED CO 0.401135�— *1, *2, -3 — CAPE FEAR DRAINED C 0.40 *1 41135 *7, *8 PONZER DRAINED CO E_ *1 - - -- -- *4, *5, *6 PORTSMOUTH DINED CO 0.40 41135 RA*1 41136 *17 AUGUSTA ALL -� _ CO 0.40 *1 41136 , *15, *16, *18, *19, *20, *22, TOMOTLEY DRAINED _ SB _ 0.40 *1 41136 , *15, *16, *18, *19, *20, *22, TOMOTLEY DRAINED CO 0.40 *1 f4) 1136 *15,*16_*5, *19, *20, *22, TOMOTLEY DRAINED - �C 0.40 *1 41136 *21 PORTSMOUTH DRAINED_ _ W _0.45 *i 41136 -�— *21 — - ;PORTSMOUTH DRAINED _ SB 0.45 *1 --_ _ 41136 *21 PORTSMOUTH DRAINED —_ c0 0.45 36 *1 411*21 --- PORTSMOUTH DRAINED C 0.45 *1 41136 - *17 _ AUGUSTA ALL SB 0.00 *1 41136 *17 AUGUSTA ALL C 0.00 —� •1 41136 *15, *l6, *18, *19, *20,**22, TOMOTLEY DRAINED ED0.00 *1 41136 1 - *17 �AUGUSTA ALL W 0.00-- * This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page 9 NARRATIVE OF OPERATION This Animal Waste Utilization Plan was revised ONLY for the purpose of an animal type of operation change. The acres, soil types and crop types are identical to the WUP written by Anthony Hester of Beaufort SWCD on 7/26/12, approved by Carl Dunn 7/26/12 and signed by Dempsey Ange 7/26/12 utilizing the same RYE and PAN rates. Page 10 PLANS & SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by Injecting the waste or disking after waste application.. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance.) *7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: the outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary Page 11 and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the landownwer. 14. Waste shall be applied in a manner not to reach other property and public right - of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.; shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be . provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or. discharge. *18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. *19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied as a preemergence with no other applications of animal waste during the crop season. *21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina Department of Page 12 Agriculture regulations. F Liquid Systems Page 13 NAME OF FARM: Allen Farm OWNER / MANAGER AGREEMENT I (we) understand and will follow and implement the specifications and the operation and maintenance precedures estalished in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and/or storage system or construction of new facilities will require a new utilization plan and a new certification to be submitted to DEM before the new animals are stocked. I (we) understand that I must own or have acces to equipment, primarily irrigation equipment, to land apply the animal waste described in this waste utilization plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in a 25-year 9-day storm event. I also certify that the waste will be applied on the land according to this plan at the appropriate times and at rates that no runoff occurs. NAME OF FACILITY OWNER: SIGNATURE: L.H. Allen & Son Pork Farm, Inc. NAME OF MANAGER (if different from owner):_ DATE: please print SIGNATURE: �-O:;��' ' " DATE: NAME OF TECHNICAL SPECIALIST: George H. Pettus AFFILIATION: Mountain 2 Sea Environmental LLC ADDRESS (AGENCY): 12 Hampton Lane Weaverville, NC 28787 (828) 785-3395 SIGNATURE: DATE: Zd "*wA--2016 Page 14 c `m y Jo IM V0m ti L 4 S .N yy' FZT 1 z xkzlzl _� I r w --- _ �- _ �� . � .� .. i . t e r"r , a z • DO A EMERGENCY ACTION PLAN PHONE NUMBERS DIVISION OF WATER QUALITY (DWQ)�'a EMERGENCY MANAGEMENT SERVICES (EMS) ��1 _ � SOIL AND WATER CONSERVATION DISTRICT (SWCD) _ 4 1! NATURAL RESOURCES CONSERVATION SERVICE (NRCS) `Q 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 - possibie action: a) Dig a small sump or ditch from the embankment to catch ail 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 welts 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 MRCS office for advice I 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: C-Ot" -kLI VIC-,O R,.rrn5 b. Contractors Address: 1301 FtALLerJ(1vvn►ej- K 5"v.6300c, c . Contractors Phone: C2&.i) "-3 a 0100 6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.) a. Name: Sft,r1,A- rrn cickZ.LI b. Phone: 100 r e 3&'3s54 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 (✓)Maintain vegetative control along banks of Vegetative Growth lagoons and other impoundment's to prevent accumulation of decaying vegetative matter along watees 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 brewers 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 U 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 / 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. Lan owner ignature For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613. AMIC —November 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices Farmstead Swine production (v)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 (-)Slotted floors; floors (-)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 (V)Frequent manure removal by flush, pit pits recharge or scrape Ventilation exhaustfans Partial microbial ( )Underfloor ventilation decomposition Volatile gases (✓)Fan maintenance; 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 anti -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 rg point of pipes pipes at lagoon water underneath lagoon liquid level - Z— Lagoon surfaces Volatile gas emissions (,')Proper lagoon liquid capacity Biological mixing (-')Correct lagoon startup procedures Agitation ( )Minimum surface area -to -volume ratio (V)Minimum agitation when pumping ( )Mechanical aeration ( )Proven biological additives Irrigation sprinkler High pressure agitation (✓)I✓)Irrigate on dry days with little or no wind nozzles Wind draft (✓)Minimum recommended operation pressure (✓)Pump intake near lagoon liquid surface ( )Pump from second -stage lagoon AMOC —November 11, 1996 ---- -- I2 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, slung or Agitation when spreading ( )Soil injection of slurry/sludges 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 bumers Standing water improper drainage (v)Farm access road maintenance around facilities Microbial decomposition of away from facilities organic matter Manure tracked Poorly maintained access —(V)Farm access road maintenance onto public roads roads from farm access Additional Information: Available From: Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE Swine Production Facility Manure ManagementUnderfloor 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. (Landow j (r Siigniture) �C3.,r,�orJ 'tY . R 1., MORTALITY MANAGEMENT METHODS 13 UNITED STATES Soil P.O. Box 10 AGRICULTURE E OF Service ation PhoneoNo North Caro 641 7900 86 AGRICU Subject: ENG - L. H. Allen & Son Swine Waste Date: May 16,1994 Management System 1200 Pigs Weanling to Feeder & 2850 Pigs Feeder to Finish Beaufort County, NC To: Rodney Woolar �!c3-r S►�c-.c-�� , C ivy �n� District nservationist USDA CS W :ington, NC I have reviewed and am returning the subject design packet. The following changes need to be made. VY, Hazard Classification Data Sheet - make changes as shown on the form. Grid Sheet - needs to show the layout of the new lagoon (cells 1 & 2) and their proximity to the existing cell 3 & 4. See the lagoon design check list for further details. The pumping elevations are not correct. These V elevations are based on the 25 year storm storage provided in the 4th cell. Check your fill calculations. My calculations show an increase of fill needs of 1108 cubic yards. i 5.. Waste Management Plan - needs to correspond to the amount of temporary volume provided in the lagoon, which in this case is 120 days. The plan needs to show.the operator has adequate crops as well as the a es to apply the waste every four months. Operation and Maintenance Plan - needs to be revised to show the correct pumping elevations, months and days of waste application. Once these changes have been made return to me for final review. Joy P. Sherrod Civil Engineer cc: Rodney Johnson Cgs ,P/:), V * �/Ow LAGOON DESIGN CHECK LIST Producer: 1. Obtain required permits (026, 401, 404, dam safety, etc.) 2. Hazard Classification Sheet (NC-ENG-34) - a. !geodetic map showing lagoon location, distance to nearest residence; and breach route. 19/ 3. Soil Investiga.tio:+ Sheet (SCS-ENG-538) - a. Investigation .made by Soil Scientist and/or Engineer with backhoe on Class III or IV lagoons, as well as other questionable sites. Investigation to be_coordinated with Sta :s Eng neer's office on Class `J lagoons. b. Pits 1.,0' - 2.0' Lelow designed bottom of lagoon C. Seasonal and permanent high water table depths recorded Lg 4. Grid Sheet - a. Location and dimensions of lagoon and buildings b. Location and elevation of soil pits C. Surface water removal (diversions, pipe outlets, etc.) d. North arrow e. Bar scale f. raydirt program must have a scale of 1"=50' or less 5. Stc!rage Volumes (prelude spreadsheet) - See_ ncrna-AiYe- a. Designed volume exceeds needs b. All temporary storage stored above seasonal high water table c. Minimum 6 ft. depth and 1 cu. ft. per pound of steady state live weight f or reatmen't-volume. — �-- /6. Excavatic. and Fill Calculations (include building pad fill) 13/ 7. Lagoon Summary Sheet & Typical Cross -Section (area form) 8. Construction St,-.cifications (area form) 9. Waste Ma.nagea--nt Plan (area form) a. Soil survey sheets showing all fields and suitability of crops b. Signatures of producer and person preparing plan. c. Agreement sheet signed by adjoining landowner (if needed) d. Include attachment "B" on sampling procedure N� 10. Transfer Pump and Sump Design (if needed) E1/11. Opera:.Aon and Maintenance Plan (area form) )94 Dee: ? gned by: Date: Date.: Approved by ;�UcNt No perm i is required since all aal i v i ty on PC/NW areas. -- --- i g n a t u r e---- -Tit; U. S. Department of Agriculture Soil Conservation Service NC-ENG-34 September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner � , Z c• County Community or Group No. Conservation Plan No. Estimated Depth of Water to Top of Dam 3 Ft. Length of Flood Pool 4Ft. Date of Field Hazard Investigation f�Cvi9 Evaluation by reach of flood.plain downstream to the point of estimated minor effect from sudden dam.failure. _ Est. :Elev. :Est. �evation Kind of :Improvements-: of Breach Reach: Length:.Width: Slope: Land Use Improvements : Above :Floodwater Above Flood Plain: Flood Plain Ft. Ft. % Ft. Ft. 1 . 0:cv �.: 734D� �, f ask- �42 "Cn�P p:5 �r .4 D. 3 2 3 Describe potential for loss of life and \ fdamage to existing-Q r probable f tur wnstream improvements from a sudden breach %�}o - ,�-;�/ -�or- )Cass Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)�?_ Dam Classification (I, II, III, IV, V) By Date 1 G Concurred By sT i �ciy�vrc�fiiJ Date name (title) NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. :cRZ21;c NUMBS SCS•�IG-ia'd U. 1 DEPARTMENT OF ACRiCULMRE NSOIL C--PSEWATION SERVICS SOIL INVESTIGATION TO DETERMINE SUITAEIUTY OF PROPOSED'POND SITE FA -1%='S NA. DIST?1C: `�rUFaa2=t 121 9� C0UN-LY I-, s '► DATE S. C. S. PHOTO S1 - • , NO. WORK UNIT WAMSHM AREA MEASUREMFMS CROPLAND — ACRES PASTURE ACRES _�_ ✓ ✓'Oa. �4+' iJ WOODLAND_;- ACRES TOTAL — ACRES HMV Cr ASS WORK UNIT CONSERVATIONIST SKETCH OF PROPOSED POND SHOWING WHERE BORL*7GS WERE XAME ?Apm= male 1"=- _feet) jontn �derenre mint +n enter Qne-M dsm-andhfdndfy an ikadL - i 1 I • � 1 I Y t ctzi CLASS C) 0 L, 0-),Sl IL-�2 CL. 7-32 _ iGL n �2 �N I I K2- S SP I S Yes G J8 B - G��i ' II IA Gr G. G GLJ Seasonal high water table (depth to gray mottles or gray wat.ix whichever is shallowest): 2a,`er alovc Hs.inated water table after drainage: c 'hr a 60YC �- ! 6 cGC r_"2 f [IG BORE GS .l4ADE BY __ /Ve- B Dz 3@*nage k ye?,� no e,ALC,r r-to-, , TYPES OF MATERIAL ENCOUNTERED IN BORINGS (Use one of systems below) I UNIFIED CLASSIFICATION GW -Well graded gravels; gravel, sand mix GP - Poorly graded gravels GM -Silty gravels; gravel -sand -silt mix GC -Clayey gravels; gravel -sand -clay mix SW -Well graded sands; sand -gravel mix SP -Poorly graded sands SM -Silty sand SC -Clayey sands; sand -clay mixtures ML - Silts; silty, v. fine sands; sandy or clayey silt CL-Clays of low to medium plasticity CH -Inorganic clays of high plasticity MH -Elastic silts OL -Organic silts and silty clays, low plasticity OH -Organic clays, medium to high plasticity USDA CLASSIFICATION g- gravel S -sand vfs -very fine sand sl -sandy loam fsl -fine sandy .loam. 1- loam gl -gravelly loam si - silt sil - silt loam cl -clay loam sicl-silty clay loam scl - sandy clay loam sic -silty clay c -clay L Suitable material for embaalaaent is available [Z Yea D No 11ndicdie tuber. h a l a on w. sketch on rwmrse side) it ^.•ri+i.L1i1�7:r�'i .j _ ^J,4��,1`/� 1G1 40 CL 5c-% G_1 J� SIT Jam- 12 ;f1 f , r_a�-_� j5l Ct ­d ►.t-c- or1 S SEAS 04 jo, 2 Explain hararda requiring special attention in design 1Seawe. raring. -•act dcd ✓15 e. C L o�©�aQao of®lml®���©loloi�lm��,a��m�o�o��m MEttRE���!�t������l�l�����1��;�!�� "TIN 40 2-OP 410 S4---.clr -7SP !-Zoo 420 -750 4 --4201,7750 'F x5L-L.J.) = Soo' - Temporary Storage Required 25 yr. — 24 hr. rainfall — Rainfall DA Subtotal 7.5 228931 143081.9 Rainfal i in excess of Evaporation — Rainfall DA Subtotal 9 228931 171698.3 Volume of Waste Produced SSLW gal/Ib/day Pumping cycle Subtotal — 420750 0.01 120 67500.0 --- Volume of wash water gal/da days Subtotal — 0 120 0.0 3; Total Required Temp. Storage 382-280. 1 c u. f t. Cubic Yards 14158.5 0 a r 2t10; .- 3 �3 S 3 Z5 -pen,., e_ rew (*qq, -75 3, 53 vc) ------BSS 22 ,d ____-------�510 CV-1, 015 4r 4-20 7EQ 0 - 3 Cf-1 X A f 7Z -�- - -- - ---------- ; � --�--- (4- 2-0 -7� 1-4. �lj rat ==., f -------- r ___ IPYI 773 uvu Caiuq � LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION Top Width 1 - 1� Settled top of dam: — Construct top of dam Fill Yardage Est— o::Z4 JS �s / Fi 11 Ywr dege 24-4 eCacs. 3 3� Natural ground el ev. ___l- ---- . \� cut off seal 7��Dept ) h determi nd by _- �10 SCS on site Width depends on equipment-- -- i0 ---> It Dent Suppor Pipe type & size: _ _ 40 ­VC-1 112 " Invert elev.Start land application(or elev. _ 1 ter-1 s 5T41 y l�Qlu Treatment Volume � elev. Bottom ge elev. t� 3 3 Yo1ame Stop land application elev.81 Bottom elev. (eeasqual high water level) FIRS-r . 'C,�-L- , -SECOND Size first �:—Zength_ Wi dth .�. Cu. Yds. Excavated 4/83 ,7 Size second sue': Length _ 440,&_'_- Width_ 99,.3 ' Cu. Yds. excavated 4191-7� BENCH MARE; DESCR I,TI 0_U: - 7G fr b aP ! Y 4 ' e H Elevation: I0.0 11 GENERAL INFORMATION JOB CLASS: HAZARD CLASS: Q ANIMAL TYPE & NUMBER:✓,�c� - KIND OF OPERATION: 1,��„ bcTr, 4 d NOTE: If construction is not started within one-year, this plan is not valid until re- evaluation of flood,plain -for safety hazard is made. LAGOON FOR ANIMAL WASTE (TWO STAGE) l..i-!.: i snr..r T.rw • FARM COUNTY STATE U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE DESIGNED BY; i•51�c�? L,,ba io-� 'APPROVED BY: TITLE: DATE:__________________ COAVUTATION SHEET SCS401G." REV. 3-0 U.S. DEPARTMENT OF AGPJCULTUiU SOIL CONSERVATION SERVICE .o: n.� 512 ; 2 -z8& l o-r ?o 5G4LAr �)-2.2' SPECIFICATIONS FOR CONSTRUCTION OF WASTE TR:ATMENT LAGOON Producer: Clearing: All trees and brush shall be removed from the impoundment'. area before construction is started. The foundation of the lag. -ion shall be cleared of all trees, stumps, roots, brush, sod, organic soil, and debris. All stumps and all roots exceeding 1 inch in diameter shall be removed to a minimum depth of 1 foot. Satisfactory disposition will be made of all debris. After clearing is completed the foundation area shall be loosened thoroughly.and roughly leveled, with suitable equipment, before placement of any, embankment material. Cutoff Trench: A cutoff trench shall be excavated to a minimum depth of _L'i_ inches under the embankment. The exact depth shall be determined on site by SCS. The trench side slopes shall be 1:1 or flatter and the width will be a minimum of 6 feet, but will depend on the equipment being used. The cutoff trench shall be backfilled with MH material. The trench shall be backfilled in 9 inch layers and compacted with a sheepsfoot roller with a minimum of 4 passes per unit width of fill lift. If sheepsfoot roller is not used, the trench shall be backfilled in 4 inch layers and compaction shall be equivalent to or better than the routing of the hauling and spreading equipment over the fill in such a mp.nner that every point on the surface of each layer of fill will be traversed by not less than one tread track of the loaded equipment traveling in a direction parallel to the main axis of the fill. E:_1 standing water shall be removed from the trench before backfilling is started. Existina rile Drains: When tile drains are encountered, the tile will be du up and removed. The tile trench shall be backfilled with a compacted layer of CL or CH material. Excavation: Topsoil shall be stocked piled separately for later use. The bott^m of the lagoon shall _pe excavated as shown on the plans. Wij rre pervious material ( SP O!5%uartz veins, etc.) is exposed tiering excavation, it shall be undercut and backfilled +ed57s with a ccmpalcp� layer of highly plastic (CL, CH) material CcorA ro(k r� a���imatQ onr� fiat in thickness. Scarify and compact the bottom and,, where practicable, the side slopes of the :Lagoon to decrease the permeability of the soil in t1le lagoon. Embankment Construction: The material placed in the embankment shall be free of sod, roots, stones over six (6) inches in diameter, and other objectionable materials. 1.�. c . MH A'�A c materials shall be used in the embankment. Pervious material s/9oc shall not be used in 1--he embankment. Construction of the embankment sha-11 be made in layers not to exceed 4 inches in thickness. Conpactlon shah_ be equivalent to or better than the routing of the ::-..uling and spreading equipment over the fill in such a manner that every poinL on the surface of.each layer of fill will be traversed by not less than one tread track of the 1 Narrative for L.H. Allen & Son, Inc. (Finishing Operation) Irrigation Design A two stage lagoon was designed for this operation in 1990 by Tim Etheridge for 1000 pigs feeder to finish. It was completed in February 1990. The operation continued to expand and in 1992 a major expansion was begun. In 1994 the lagoon capacity was enlarged (through approved SCS design) to handle 1200 pigs (weanling to feeder) and 2850 pigs (feeder to finish). The enlargement created two additional stages to form a four stage system. Today this operation is correctly registered with DWQ for 3,500 pigs (weanling to feeder) and 12,000 pigs (feeder to finish). However the storage facilities now function as a holdin pond instead of a lagoon (see enclosed calculations). amount of nitrogen produced by this operation has beer; reduced by 20 percent per recommendation of Civil Doug Jones since this is a multiple stage system. :m; Crary Storage Required yr. - 24 hr. rainfall Subtotal i_nf.all DA 143081.9 7.5 228931 :.�_nfall in excess of Evaporation Subtotal :i: tall DA 10.34 228931 197262.2 volume of SSLW Waste Produced gal/lb/day Pumping cycle Subtotal 172S000 0.01 150 345922.4 ,.,flume of wash water ;al/da days Subtotal 0 150 0.0 Total Required T _mp .. storage . . 686266.5 cu. ft. Cubic Yards 25417.3 ilNIMAL WASTE LENGTH WIDTH SIDE SL. 460 109.1 3 DEPTH 4.8 Cu. YD. j.,514.21 n d l u me- fir AREA CCAI S TOP LENGTH * WIDTH = 460 109.1 50186 AREA TOP ._�'EA 1_`)TI'TOMt Lb * Wb = 431.2 80.3 34625.36 AREA BOTTOM 7kREA MIDSEC . ( Lm * Wm) * 4 445.6 94,7168793.28 AREA MIDSECTION Nz awn /75 CQ YdTIAI�T PLAID NAP. � Co I _�� �N :0 �C Ta /� }y� p L,,1 A!IeN s s Op.a�t a-Z qo Dsaat_ North Carolina -Dade countyBeau f rt State o`` -r Approslmaft SCM 24 ° a '�0° �eDisbid tijin VM Beaufort Soil & Water C� Plan ,AiDa T v� o o � � P6ab� nambet AsA" by Sam x . S inq Teton , J r . .USDA Soil Co mwff8dw SKyks t (Soil Conservation Technician) acres Ta f• Gat :D U. S'. Department of Agriculture Soil Conservation Service NC-ENG-34 September 1980 File Code: 210 �iHAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner `VL le A-, f�- o ti County Community or Group No.— A Conservation Plan No. Estimated Depth of Water to Top of Dam 7 -Ft. Length of Flood Pool Date of Field -Hazard Investigation ? - G - Y Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure. -- Est. Eiev. .,-st.' , vevat an Kind of :Improvements: of Breach Reach. Length: Width: Slope: Land Use Improvements Above F1Above :Floodwaterlair Ft. Ft. °6 Ft. Ft. 2:. Describe potential for loss of life and damage to existing or probable future downstream improvements from a sudden breach /, r p c Hazard Classification of Dam (a, b: c) Dam Classification (I, II, III, IV, V) 3A, (see NEN-Part 520.21) Concurred By_�T - title; ,name NOTE: 1. Instructions on reverse 'side. Z. Attach addition- sheers as needed. ' Date- � -G, Date U. S. DEPARTMENT OF AGRICULTURE SCS-ENIG-SU SOIL CONSERVATION SERVICE pw. 5-70 SOIL INVESTIGATION .TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME �- am o n fr 1 i-i s^ DIS'TFiIcr _z-Ka a r-a w _ �a J v r+^ C. ✓ r �t ! 9 �' COUNTY o - a •r in . Z 11 DATE WORK UNIT _ � .. .......w.r. ntrrc+T ASII �. WATERSHED AREA MEASUREMENTS CROPLAND ACRFS PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI(JAST SKETCH OF PROPOSED POND SHOWIcNG WHERE BORINGS WERE p� oz scale iv= feet) cate e Point in ter ne a/ clam ! I I I I i 1 { I II! I I C I I !• ll i i ! ;' ! ! SHOW' Haire and l,st BORING NUMBS: RIND PROFITI dam-sl,e and spifiway bnnhgs first - then ponded a•ec and borrx pit borings • separate with vernal rod lint T)EPTH: _•_ eh-.,,, .,,ester t::bie eiewne-< nr dam -sire bonng.- SCALE, 1•111i_`� - ; ldC 151I 16 ; li16 G 19 I�; 11!i 2U 21 22 ;I 232I21!4 �' I F-S F-?; FT ! I1i II ! li 11l U �. l -�, S L'I s L it sL!' I it I I; ,i li li 1l II t I ji 1 i + 12 -) P 5ci ll Sir !1 SL il !S-L ISC ilsci!IScU! �I li 11 4± I; it II 11 II I 11 I I I ! SCLlis 'sc 11 II c I I! ! p I' N it r I I I i p I ' '.d L 'L I'SC i II _ r , 1 I i II I! i ,i 1'. I I' I I I V I i ! 34."t ' LS I x I s r j ; i �. ► ii {: i II !i BqF,INC;S- MADE BY TYPES OF MATERIAL E13COUNTF.RED IN BORINGS (Use one of systems below) USDA CLASSIFICATION UNIFIED CLASSIFICATION I i gravel, sand mix gravels; g- gravel JW-Well graded 3p - Poorly graded gravelsI 1 s-sand vfs _ very fine sand GM -Silty gravels; gravel -sand -silt mix -sand -clay mix ` sl- sandy loam GC -Clayey gravels; gravel sand -grovel mix fsl-fine sandy loam SW Well graded sands; I - loam Sp - poorly graded sands gi - gravelly loam 5M -Silty sand • SC -Clayey sands; send -clay mixtures sandy or clayey silt si - silt ail -silt loam ML - Silts; silty, v. fine sands; CL-Clays of low to medium Plasticity cl-clay loam sicl - silty clay loam CH -Inorganic clays of high Plasticity scl _ sanay clay loam i MR -Elastic silts low plasticity and silty clays, sic -silty clay , . OL -organic silts Os -organic clays, medium to high Plasticity c-Clay CB i i Iry'O (Jndiccic enhere la:aled or. the stitcf: o^ Suitable material for embsalcment is available L� L 2 �p� bnsar& 1eQ�g special attention in design (Secraoe. sa't"?..'°Ct etc-) GENTRAL. REMARKS: an i at �I 32 S' I 1 35 I! 30 i m FIN, `v , .e✓r'7l} r/FJ'I /4-0�000 16SSJL1i,1 140a000 300' 441 L..114Lk� �' 4 o;.i,i3�oo>1 �r'- v+,1i ` Z. ,1, CA � H CCU ! O oD 3 z-7 f;31�a; �F1 34o' 1 erl?ororL S40 M� 1XQ I r1 CL e- r1 Y E a Li e n t r r- L&-c00n, L A / C.f E .S c-r1 _ ��iJ ��% f r' r.L.ti"!: •. /••, L <.` i- � ri i,v� �,( ` Ca-,� '�n:,�; Cj� h , C �d+� �� !'7 -E1fCr5 ^" r n)33I Ie I �rcr /cam_. Pro jdr >?.; . •; _ y 1i f Q Li ti-) T O L t� �u . . ✓ Y.Pt_ {]O t7 t't'� 7- pab �ozq,I ydJ3�� . �\kOL C7•v' `� Cs:r J... r`� ac , , r /000 M_ i Y m r•1c►� i.S9 �d ! #�elo grcuNci -. -4}DD )(took 3 �3',I 55� _ ,3�r Sb•5+4� cfrls. 46cA4 e_ C rcvN-e) t SQL a94j9, C1.► �- rl eed s -�v a I V; e (44X I .t' 10 7 a �: %s s : 3 4 9.3, J' yds Lo O C, e eis 6 '7`0 �,l + L' tom.,rt C- V se.,Cj -Eo r 7-,---MtpDr P. r4 EJ e.xC. C.e(( 5 )X z 'Soo �' 1 Ct3 �/ �:I� ,S� - o�g� ,33uds, ! C-- t s.. cb 3zlo W q �rcu►�; �9.3 3d ( Its . 0 m- i. _ Da. u N N N s, a. > u u u u u u u - f 7 Z d I r W a W r a: �pri�rap o N = 1 o c o c c a W I our W o W a W O c 0 a d a 6 Ivy 7 -4 W W 44 v v m o 0 d W u N Pr M W FFq]]3 1 44 1` c w m 1� m u vy, m 0 C r+ m .-1 :t L aJ ►+ u t• n a: �. �. ! ai B 1 : SS o�a No 9 ml � L I.c s c V i D '106 e c u n 1 = i u 0 ` N r • N e n a o r• +- L O O � v u v o V C •� Y V � O = � i EEE> O N d C O ! +V+ V c n v e a i O c e c si L V i c s ~ C• O 4 V e 6 V C = a4 u F C C- LAGOON DESIGN CHECK LIST Op"4io") Produce * ; n/ 1. Obtain required permits (026, 401, 404, dam safety, etc.) r� 2. Hazard Classification Sheet (NC-ENG-34) - a. :geodetic map showing lagoon location, distance to nearest residence; and breach route. 3. Soil Investigation Sheet (SCS-ENG-538) - a. Investigation :Wade by Soil Scientist and/or Engineer with backhoe on Glass III or IV lagoons, as well as other questionable sites. Investigatican to be coordinated with Star::e F.ng4neer's office on Class `,l lagoons. b. Pits 7.0' - 2.0' JLelow designed bottom of lagoon C. Seasonal and permaiient high water table depths recorded 4. Grid Sheet - a. Location and dimensions of lagoon and buildings b. Location and elevation of soil pits c. Surface water removal (diversions, pipe outlets, etc.) d. North arrow e. BAr scale f. raydirt program must have a scale of 1"=50' or less 5. Sturage Volumes (prelude spreadsheet) - Sew ncrr ,-"i e- a. Designed volume exceeds needs b. All temporary storage stored above seasonal high water table c. 74inimam 6 ft. depth and 1 cu. ft. per pound of steady state live waight for treatment volume. 12/6. Excavation and Fill Calculations (include building pad fill) 13/ 7. Lagoon Summary Sheet & Typical Cross -Section (area form) 2/ 8. Construction St.c:cificat ions (area form) Q 9. Waste Ma.nagem--nt Plan (area form) a. Soil survey sheets showing all fields and suitability of crops b. Signatures of producer and person preparing plan C. Agreement sheet signed by adjoining landowner (if needed) d. Include attachment "B" on sampling procedure. A N 10. Transfer Pump and Sump Design (if needed) ./11. Opera.�.ion and Maintenance Plan (area form) De- finedj7: 1^✓'IL=`�" DGie: Date: Approved by- f - No permits reGuirea S:fiGe a.c.ii'vi areEs. U. S. Department of Agriculture Soil Conservation Service NC-ENG-34 September 1980 HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner ! f-/ .(�, -� County Community or Group No. �`� Conservation Plan No. Estimated Depth of Water to Top of Dam 3_ Ft. Length of Flood Pool 469C,- Ft. Date of Field Hazard Investigation I/� Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam.failure. . Est. E ev. :_St- f evation Kind of :Improvements: of Breach Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above Food Plain: Flood Plain Ft. Ft. % Ft. Ft. hcc.--d 2 . 3 Describe potential for loss of life and damage to existing(.or probable f4t.lure downstream improvements from a sudden breach �-yt 11 �?� L^Cf� Ci 0 r17- -P Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) Dam Classification (I, II, III, IV, V) l NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. Xs 690 00 I FFFT N3 NZ r C. �G YUMBER U. S. IIETaw—aErT pF aGRIC:]L: JRE 'CIL CC:p+SE.4va-tiCt4 SEPVICS Aw. 5-M 501E tNYES IG%�7ION 70 DEIERIMINE SU(7A^IL7f OF -FROPOSt:) rONC S7 I r-A AI.u-l.l FAMME 'S NA COL'N:-Y F . =,�, -;'-i DATE t2171 i S. C. S. PHOTO Si'=- i NO_ WORK L ai V,/A`,.N nJ!T^+I WATETUMM AREA M iSUREMLY'S a , CROPLAND — &C3 E S PAS URZ ACRF-S +Y I V Icy WOODLAND — ACP. S TOTAL—Z;—ACtZs.S POLO CLASS� WORK UT+Ti CDNS - yA-IiC :=i i S=CH OF PROPOSF:.D POND SHOwZ*iG W HE RZ BOR**YGS W r"P...t. BLADE fApproz srsi� '." - fact) L.. ", mj MW point _ tcnnr r_.-at dem and 1d—afir ew serrc/t CAi. - CLASS \� - i Y ��11 21 ��i II�E ICI It�l �r F -7 — L 127 lipi IIII� licit I i � ; � i ��•� ��.�, I� i �1i I II I 40 A, rz" C 15`� I I la.r2" I G18" I A.�It Ci.Li G. I IC Seasonal high water table (depth to g_ay mottles or S=3Y B DrkLnage: vest matrix whichever is shallowest): Grrt'r aeo"+'r _s __nated water table after drainage: c . z e a 6vY2 A BOP^;GS MADE BY TYPES OF MATERI.yL EN COUN T ERED IN BORINGS (Use one of systems below) UNIFIED CLASSIFICATION I I USDA CI.ASSiFiCr'.i'O,+ ! GW - Well graded gravels; gravel, sand mix f g - gravel ! I GP - Poorly graded gravers ! s - sand ! GM -Silty gravels; gravel -sand -silt mix vfs -very fine sand i GC -Clayey gravels; gravel -sand -clay mix sl - sandy loam SW -Well graded sands; sand-grzvei mix fsl -fine sandy .loam ! SP - Poorly graded sands 1-loan I SM -Silty sand gl -gravelly loam SC -Clayey sands; sand -clay mixtures si - silt ML - Silts; silty, V. fine scads; sandy or clayey silt sil - silt loam CL - Clays of low to medium plasticity ! cl -clay loam CH -Inorganic clays of high plasticity ! sicl-silty clay loam MH -Elastic silts scl - sandy clay Icam OL -Organic silts and silty clays, low plasticity sic -silty clay OH - Organic clays, medium to high plasticity c -clay 1. Suitable material ;or e=baak' eLt i3 available :'au = NO (:ndicata uthara lac ttea on th. sksrc- on REVARKS• _ D I i �icx� o ,for- 2 Explain ha:srds requiring special acteacon in desigu fSsapaoa, Banns.-,ock atci cr-I i r r' C y OF'_NFRAT. 'REMARKS* ! E 24 n 2a 26 37 :B m9 30 11 31 1 33 Ii 33 134 !! 35 �� 3611 v+ Ij 38 ?? 3? 11 ,A 1 4I 42 43 441145 14611 47 1 4S �� 4.9 j 'i 51 I N II I II Nil i' II � r I II V fi M� N II !, II I. II i1 �i II II II Il N 11 {l ? II N N I I N II - � II ii N II li II ii tl I. II I I! p i1 t i? II ��- cam. � %. 4-o -Jtom f-c�. �j ".n- 420 -7 50 ll=I5 42 temporary Storage Required 25 yr. — 24 hr. rainfall Rainfall GA Subtvta 7.5 228931 143081.9 Rainfall in excess of Evaporation Rainfall DA Subtotal 9 226931 171698.3 Volume of Waste Produced SSLW gal/lb/day Pumping cycle Subtotal 420750 0.01 120 87 S010.11" Volume of wash water gal✓da days Sub �o LI i 0 120 0.0 Total Required Temp. Storage 382280.1 cu. t. Cubic Yards .5C: s43 S) t _ J r � �✓[ >rvc Q i{G �-+, CG,':-, .i St,:�W : 4 C �� f�' • �7 �G �.. �' LAG. �s J ' — • -�� _ � .- � = _ � -`.. 42017EO 1 83 r2-OO �- _2' F- � =.C�'i �--'i "�r�---� �..: ;},"'ire—Y .�', t3 ` -�-mr �:.-,�� r.�j.-� —'�j' .' Y' �= . t'; �� � i r ��� �� NAB .�-+wish �LUS C-T i � : nK7 -- � GI � L�� /\ ' .? � :1 � z i {�. LJ -� ! 1 '- 1 r ��� JJ�O �� - - !' '_ .� t r L —� y IJ LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION J'v:. c-rwr�y a 7--::, Widtf-, , settled top of dam: f ` d Construct top of darn Fill Yardage 4**";vaya: i ► Z ,Ae Natural round elev. ___ Z ---------------g —--------------- -- ------ *-�------- cut off seal 15 Depth determind by SCS on site Width depends an equipment 1 Sent Supp 1 1 'La.E_s1 3 Bottom elev. _�P_8 Pipe type & size • < --- Invert e1ev._Q4 Start land app__za ion Own _ elev. _ - , y ,T_ Volume Treatment Stop land alev. In"my` application elev.3. ----- Bottom elev. ^. besspual high - ------"Atwell ;` � water level) 4,&D. FIRST 5-T' Cam-= ;S=COND c� _ Size first .5�-ere �: L r" n g t f� Ott. r, t f, �-t . 1 s'. _ d a v at e c _ _ i, — i ze second s�t Length_,. , _.__. .._nV�.� — c BENCH MARK DESCR IRT I ON;- r� Elevation: r, GENERAL INFORMATION JOB CLASS: .— HAZARD CLASS: ANIMAL TYPE & NUMBER: �,nc. - KIND OF OPERATION: NOTE: If construction is not started within one• year , this plan is not valid until re- evaluation of f1ood,p1ain?or safety hazard is made. LAGDON FOR ANIMAL WASTE (TWO STAGE) FARM COUNTI' \1•,rr. '.ul- ia. STATE S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE DESIGNED BY: APPROVED BY: TITLE: DATE: COWWAYAON 06W SCS-4me.4m Jim 340 U.S. DEpARTjW&a OF AGW.-ULTU-A;- SUL cWsMAT" SERMI wetleb-o-emplm — - ----7-- -RCF.- jo& SPECIFICATIONS FOR CONSTRUCTION OF WASTE TR!•ATM£NT LAGOON Producer: Clearina: All trees and brush shall be removed from the impoundment area before construction is started. The foundation of the lagoon shall be cleared of all trees, stumps, roots, brush, sod, organic soil, and debris. All stumps and all roots exceeding 1 inch in diameter shall be removed to a minimum dept": of l foot. satisfactory disposition will be made of all debris. After clearing is completed the foundation area shall be loosened thoroughly and roughly leveled, with suitable equipment, before placement of -any embankment material. Cutoff Trench: A cutoff trench shall be excavated to a minimum depth of �� inches under the embankment. The exact depth shall be determined on site by SCS. The trench side slopes shall be 1:1 or flatter and the width will be a minimum. of 6 feet, but will depend on the equipment being used. The cutoff trench shall be backfilled withmaterial. The trench shall be backfilled in 9 inch layers and compacted with a sheepsfoot roller with a minimum of 4 passes per unit width of fill lift. If sheepsfoot roller, is not.used, the trench shall be backfillec in 4 inch layers and compaction shall be equivalent to or better than the routing of the hauling and spreading equipment over the fill in such a manner that every point on the surface of each layer of fill will be traversed by not less than one tread track of the loaded equipment traveling in a direction parallel to the main axis of the fill. :ll standing water shall be removed from the trench before backfilling is .started. Existina !";le Drains: When the drains are encountered, the tile will be dug up and removed. The tile trench shall be backfilled with a compacted layer of CL or CH material. Excavation, Topsoil shall be stocked piled separately for later use. The bottom of the lagoon shall be excavated as shown on the plans. W-hf. re pervious material (SP,>'quartz veins, etc. ) is exposed duiring excavation, it shall be undercut and backfilled with a cumpact5� layer of highly plastic (CL, CH) material C:.a��Y maw �3nna -fo-at in thickness. Scarify and compact the ,bottom and, where practicable, the side slopes of the lagoon to decrease t1ie permeability of the soil in the lagoon. Embankment Construction: The material placed in the embankment shall be free of sod, roots, stones over six (6)-inches in diameter, and other objectionable materials. Cn materials shall be used in the embankment. Pervious material shall not be used in the embankment. Construction of the embankment shall be made in layers not to exceed. 4 inches in thickness. Cca,.pact:.on shal:. be equivalent to or better than the routing of the ::ruling and spreading equipment over the fill L such a manner that every point on the surface of each laver of fill will be traversed by not less than one tread track of t1he SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOON loaded equipment traveling in a direction parallel to the ma_n axis of the fill. If pans are not used, construction of the embankment shall be made in lavers not to exceed 9 inches In thickness and compacted with a sheepsfoot roller with a min=um of 4 passes per unit width of fill lift. At any time the embankment surface becomes "slickened" such that the succeeding layer will not bond to the previous layer, scarify the previous layer sufficiently to assure bonding of the surfaces before continuing with the fill operation. Construction of the fill shall be undertaken only at such times that the moisture content of the fill material will permit a reasonable degree of compaction. Construction of the embankment shall allow an additional ZD -% for settlement. Stock piled topsoil shall be spread over top.of embankment and outside side slopes for the establishment of vegetation. Pollution Control During Construction: Stripping of embankment and borrow areas shall be done as they are needed in a normal sequence of construction. Use temporary mulch protection on all disturbtad areas that are subject to erosion and will not have substantial additional work performed for 30 days. Vegetation: Vegetation shall be established on the slopes, embankment top and all other disturbed areas, except the area that will be inundated, as specified in the plans as soon as possible after construction. Necessary steps shall be ta3:er. to ensure tnat a good stand of vegetation is established in a reasonable amount of time. Seeding rates ars: lb. �CC.z) lb. 10-10-10 tons lime ( tons wheat straw Permanent Stake: A permanent stake (CCA salt treated 4"x4" post or 1 inch diameter PVC pipe with tee) marked to indicate pumping level elevations, shall be placed in the inside slope at one end of the lagoon. ivni L 1 IJJI � " UNITED STATES Natural County Agriculture Building " DEPARTMENT OF Resources 403 Government Circle, Suite 4 AGRICULTURE Conservation Greenville, NC 27834 Service Phone: 919-752-2720 SUBJECT: L. H. Allen and Son Date: May 19,1997 Waste Irrigation System To: Rodney E. Woolard District Conservationist USDA-NRCS Agricultural Building Ill West Second Street Washington, NC 27889-4939 Enclosed please find the irrigation design for L. H. Allen and Son Waste Irrigation System. I have reviewed the information submitted to me and designed by Vern Parker with Crockett Irrigation Inc. The irrigation plan meets NRCS standards and specifications for North Carolina Cost Share Program for 58.7 acres of wetted area. it is my understanding that the remainder of the waste will be applied by honey wagon. There are some adjustment that should be made to the Waste Utilization Plan. The yields that were used in developing this plan are much higher than the realistic yields charts which were developed for this area. You should check your figures and make sure they are correct or require three years or more of good record keeping from the owner in order to use the amounts that are in the Waste Utilization Plan. According to Mr. Woolard the system layout has been checked in the field and it matches the deign and meets NRCS standards and specifications. Once the system is installed, a letter of certification is needed from the irrigation installer confirming the system has been pressure tested and has been installed according to NRCS standards and specifications. You are encourage to make one field visit during installation. Approval for cost share will be based on this certification. Make sure all signatures have been obtained on the Waste Utilization Plan and an Emergency Action Plan is attached along with Swine Odor Control Checklist, Insect Control Checklist, and the Mortality Management Methods form completed by NRCS and the owner. Before this operation is 0200 certified be sure the markers have been set for pumping management. This irrigation plan was submitted prior to the March 15, 1997 deadline but due to the heavy work load, I have just gotten Narrative for L.H. Allen & Son, Inc. (Finishing operation) Irrigation Design A two stage lagoon was designed for this operation in 1990 by Tim Etheridge for 1000 pigs feeder to finish. It was completed in February 1990. The operation continued to expand and in 1992 a major expansion was begun. In 1994 the lagoon capacity was enlarged (through approved SCS design) to handle 1200 pigs .(weanling to feeder) and 2850 pigs (feeder -�o finish). The enlargement created two additional stages to form a four stage system. Today this operation is correctly registered with DWg for 3,500 pigs (weanling to feeder) and 12,000 pigs (feeder to finish). However the storage facilities now function as a holding pond instead of a lagoon (see enclosed calculations). The amount of nitrogen produced by this operation has been reduced by 20 percent per recommendation of Civil Engineer Doug Jones since this is a multiple stage system. ,,E�mporary Storage Required 35 yr. - 24 hr. rainfall Subtotal Zainfall DA 143081.9 7.5 228931 rainfall in excess of Evaporation, Subtotal 2ainfall DA 197262.2 10.34 228931 Volume of Waste Produced n SSLW gal/lb/day pumping cycle �.l Subtot-zll 1725000 0.01 150 345cle Volume of wash water Subtotal gal/da days 0.0 0 150 Total Required Temp. Storage 686266.5 cu. ft. Cubic Yards 25417.3 I ANIMAL WASTE LENGTH WIDTH SIDE SL. 460 109.1 3 AREA DEPTH CU. YD. 4.8 7514.21 TOP LENGTH * WIDTH = 460 109.1 50186 AREA TOP AREA BOTTOM Lb * Wb = 431.2 80.3 34625.36 AREA BOTTOM AREA MIDSEC . ( Lm * Wm) * 4 445.6 94.71687:'3.28 AREA MIDSECTION fir-, D���vS i�c�� ��• � 3 202) 593 --7 -W 3 �Cc-Q :Y'2)l I--711 85 s Ccr-.a#3) + f 8 3, 3� 5 3 C -+ s t~-c- I North Carolina Cooperative Extension Service NORTH CAROLINA ST.,kn UNIVERSITY COLLEGE OF AGRICULF[jRE & LIFE SCIENCES Beaufort County Centex Mr. Rodney Woolard Beaufort County MRCS 111 W. 2nd St. Washington NC 27889 Dear Rodney, P.O. Box 1967 . Washington NC 27889 June 11, 1996 I measured corn yield in the amount of 200.7 bushels per acre for Leamon Allen Jr. in 1967. This was entered into the NC Corn Growers Contest. The enclosed information may be of value in desi.jning Mr. Allen's nutrient management plan for his swine operation. Sincerely,_ t s Henry Riddick County Extension Director HR/pa Employment and program opportunitics are offered to all peopie !cgardirss of rac:c, color, national origin, sex, age, or disabi1hy. North Carolina State University, North Carolina AKT Statc University, U.S Department of Agriculture, and local governments cooperating. 9/75 CONMVATMN..PLAN YAP W.Ma. wjmmnTn 1 wrw gang%& Owner L. 14. 411 e t4 as per S o. rn e- County I Beaufort ate North Carolina pate - 7 -q D Approrlmate ncrqs. y cc) Appmdxxte scale i S c c I e Cpoperging pk$ Beaufort Soil & Water Uomm9ation piahi;t 14 Plan ficodw G- t-r-- L) C & (a� Pbota numbs L� -7 9 - (� o AiL�ited.bj1 Sam H. Sincleton, Jr. USDA S(dCaoneVtioaSavice (Soil Conservation Technician) ac-res Tco J uS {nor Ia.N6, 0-a: —L i4)+4 . 09 , 14 oz t �l SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE Rev. 5-70 SOIL CONSERVATION SERVICE SOIL INVESTIGATION ..TO DETERMINE SUITABILITY OF PROPOSED POND SITE FARMER'S NAME ? ��rn ' ' 'Y- DISTRICT COUNTY !3 S. C. S. PHOTO SHEET NO. WORK UNIT iaJa•s °' ^° ' �" WATERSHED AREA MEASUREMENTS CROPLAND ACRES PASTURE ACRES WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO.:IST SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111= feet) Locate reference point on center line of dam and identify on sketch. i I I � i I / f I 1 t j i I I •� I I I —I I I i i I I i I I SHOW BORING' NUMBER AND PROFILE ,Make and list dam -site and spillway borings first • then ponded area and borrow it borings - separate DEPTH p g with pertlCdt red ilRc tContrnued on bast Where necessary! SNOW water table elevations on dam -site borings. SCALE 1 2 ij 3 t; 4 5 1 6 i 8 a 10 11, 12 J 13 1 1d 1 151116 117JJ181119 20 21 22 23 F-Sl �� P.T_' rr — i S L '1 5 L!� 5Li !'SCJ!EE !II Yrj SCL"ISCL 115c_, - �I , I it � it II I1 1 I A I I BnRiNGS 'vIADE $Y`—ft"' x`` ' SIGNATURE & TITLE 1 W J, /40 -S-/a LJ 2 7 754,D' -7-e 4c K a q Y" a q ,-� il - 1 , i ra �-4 tJ Lf C 4-6 jf