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HomeMy WebLinkAbout820615_CORRESPONDENCE_20171231NORTH CAROLINA Department of Environmental Quality __ PLAN_OF ACTION(Poa) EOR .HIGH F:REEBOARO.AT .ANIMALFACILITIES -.,~ "'=,-.:_---~.:·.:_, ____ ; ____ _ Facility Number: 82-615 County: --=S--=a:.:..;m.=.~ps:...:::...;;o:.:..;n;....._ ___ _ Facility Name: Tyndall's Pork & Poultry Certified Operator Name: -'J-'-a-'-so~n_Ty.._n_d;_a_ll ___ Operator Number: 19123 1 . Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current li quid level in the lagoon to the bottom of the spillway for lagoons with spillways. Lagoon Name/10: Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 1 Spillway(Y or N): N Level(inches): 18 2 . Check all applicable items ____ Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day Plan of Action is attached. Agronomic balance is within acceptable range. ____ Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to be pumped and hauled is reflected in section Ill tables. Included within this plan is a list of the proposed sites with related facility numbers, number of acres and receiving crop information. Contact and secure approval from the DWQ prior to transfer of waste to a site not covered in the facility's CAWMP. ____ Operation will be partially or fully depopulated . *Attach a complete schedule with corresponding animal units and dates fro depopulation *if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3 . Earliest possible date to begin land application of waste: 9/22/2018 I hereby certify that I have reviewed the information listed above and included withi n the attached Plan of Action, and to the best of my knowledge and ability, the infonnation is accurate and correct _T~y_nd_a_l_l's~P~o~rk~&~P~o--=u:.:..;lby~~--~~------Phone: Fa cility Owner/Manager (print) 910 596-0334 Date: 10/13/2018 --------~~~~--~---~~~~-------Facility Owner/Manager (signature) Pat McCrory Governor Jason Tyndall Tyndall Hog and Chicken Farm, Inc. 333 Cedar Lake Lane Clinton, NC 28328 January 23, 2015 Subject: Permit No. A WI820615 RECEIVED/DENR!DWR Water Quality Regional Donald R. van der Vaart Secretary Tyndall Hog and Chicken Farm, Inc. Animal Waste Management System Sampson County Dear Jason Tyndall, Reference is made to your request for rescission of the subject animal waste permit received on January 5_, 2015. Staff from our Regional Office has confirmed that this Coverage is no longer required. Therefore, in accordance with your request, Innovative Permit No. A WI820615 is rescinded, effective immediately. The facility, however, will continue to operate under the current general permit (COC No . A WS820615). If, in the futur e, you wish again to operate an animal waste management system with an innovative technology, you must first apply for and receive a new animal waste pemiit Certificate of Coverage. Operating an animal waste management system without a valid animal waste permit Certificate of Coverage will subject the res ponsible party to a civil penalty of up to $25,000 per day. Please contact the Fayetteville Regional Office at (91 0) 433-3300 if it would be helpful to di scuss this matter further. Sincerely, ~-.J, \})~ .!J2.r.. S. Jay Zimmerman, P.G. Acting Director, Division of Water Resources cc: Fayetteville Regional Office, Water Quality Regional Operations Section Beth Buffington, NC Public Water Supply Section, Protection and Enforcement Branch Sampson County Soil & Water Conservation District Teresa Revis, DWR Budget Office WQROS Central Files (Penn it No. A W 1820615) 1636 Mail Service Center, Raleigh, North Carolin a 27699-1636 Phone: 919-807-6464\ Internet: www .ncdenr.gov An Eq ual Opportunity I Affirmative Action Employer-Made in part by recyc led paper Pat McCrory Governor Jason L Tyndall November 21 , 20 14 RECEI'J•.r;.. Skvarla, Ill V 1:: U Secretary NOV 2 5 2014 · Tyndall Hog & Chicken Farm, Inc. 333 Cedar Lake Ln DENR -fAYETTEVIllE REGIONAL OFACE Clinton, NC 283281488 Dear Jason L Tyndall: Re : Renewal of the Expired permit Permit No .: A WI8206 15 Sampso n County Your facility was approved for operation under one of the Animal Waste Operation Individual Non- Discharge Permits, which expired on 10/3 1/2014. Our records indicate that the Division has not received a completed renewal application form from your facility to date . In order to maintain coverage under the current Permit , please complete one of the following actions: 1. Please indicate if your facility is depopulated and the lagoon(s) or storage pond(s) at your facility have been properly closed according to the NRCS standards. In that case, you may send us a request to rescind this pennit by submitting a completed and the permit is rescinded. A blank Lagoon & Waste Storage Pond Closure Form can be found at: http://portal.ncdenr .o rg/web/wg/aps/afo/r~ort 2. Please submit a renewal application form that must be completed , signed and returned to DWR . The application form for the State or NPDES Individual Permit for Exi sti ng Operations can be found at: http://portal.ncdenr.org/web/wg/aps/afo/apps . Pl eas e include two (2) copies of your most recent Waste Utilization Plan alona with the field maps , if your facility is still active. _..... . 3. If you are a cattle facility that has gone below the threshold animal numbers(< 1 00), you may request the rescission of your permit provided if the average size of the confined cattle herd at the cattle facility, calculated on an annual basis during the three years prior to th e request for rescission, is Jess than one hundred confined cattle. Please submit the requested informat ion within thirty (30) days of receipt of this letter to the foll owing address: NCDENR-DWR Animal Feeding Operations Program 1636 Mail Service Center Ral eigh , North Carolina 27699-1636 Telephone number: (919) 807-6464 1636 Mail Service Center, Raleigh , North Carolina 27699-1636 Ph one : 919-807-6464 \ Internet: http://www. ncdenr.qov/ Ar. EQual Opportunity I Affinnative Action Employer -Made in part by recycled paper Continued ... Failure to request renewal of your coverage under a permit within the time period specified may result in a civil penalty. Operation of your facility without coverage under a va lid permit would constitute a violation ofNCGS 143-215.1 and could result in assessments of ci vil penalties o f up to $25 ,000 per day. If you have any questions about this request, please feel free to contact the Animal Feeding Operations Program staff at 919-807-6464. I Enclosures cc (w/o enclosures): Sincerely, J. R. Joshi, So il Scientist Animal Feeding Operat ions and Ground Water Protection Branch Water Quality Regional Operations Section Division of Water Resource s. NCDENR Fayetteville Regional Office, Water Quality Regional Operations Sect io n Sampson County Soil and Water Conservation Dist rict WQROS Unit Central Files-AWJ820615 .... .. (' .,_., ~ . · .. '-... . ·~A ....-.1".~~ NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Governor Charles Wakild, P.E. Director Dee Freeman Secretary ·Fe bruary 21, 2012 Jason L Tyndall Tyndall Hog & Chicken Farms, Inc. 333 Cedar Lake Ln Clinton, NC 28328 Dear Jason L. Tyndall: Subject: Certificate of Coverage No. A WS820615 Tyndall Hog& Chicken Fanns, Inc. Swine Waste Collection, Treatment, Storage and Application System Sampson County In accordance with your Notification of Change of Ownership receiv ed February 20, 2012, we arc hereby forwarding to you this Certificate of Coverage (COC) issued to Jason L. Tyndall, authorizing the operation of the subject animal waste management system in accordance with General Permit AWGIOOOOO. )'his approval shall consist ofthe operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CAWMP) for the Tyndall Hog & Chicken Fanns, Inc., located in Sampson County, with a swine animal capacity of no greater than the following annual averages: Wean to Finish: Wean to Feeder: Farrow to Finish : Feeder to Finish: 5880 Farrow to Wean: Farrow to Feeder: Boar/Stud : Gilts: Other: lfthi ~ i~ a F~J'T0 \Y ~~ \Vc;;n or L nTo w to Fee(k.r f)pcrn !i nn, t here may he one h0ar for cnc l 1 15 sow::. Wh ere · boars are unnecessary, they may be replaced by an equivalenl 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, 2014 , and shall hereby void Certificate of Coverage Number A WS820615 dated October 1, 2009 . Pursuant to this COC, you are authorized and required to operate the system in confonnity with the conditio ns and lim itations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data· and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of animals. Please carefully read thi s COC and the enclosed State General Pennit. Please pay careful attention to the record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this General Pennj_t_f~.lease continu e to use the sam e reco rd keeping form s. iu ~U i·.'l ;l.,..;~.';i .... ~ _-.,:.;;~1 , :.\.•· .. ·~·; .. ·.;.·o.:: ..,:.: ... :.,..!'"'v :~..: .t· ... ., Location : 512 N. Salisbury St. Raleigh. No!1h Carolina 27004 Phone : 919~07-6464 \FAX: 919-807~92 Internet WWN.ncwaterguality.Q!!! An Equal Opportunity \Affirmative Adion Employer 0u~ . North Carolina ;Nnturallll ~ ..... If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you will need to have a new WUP 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. Per l5A NCAC 2T .0105(h) 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 I 00-foot separation shall be maintained between water supply wells and any lago on, s torage 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 CA WMP may result in the revocation of thi s COC, or penalties in accordance with NCGS 143- 21 5.6A.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 Gen e ral Permit, t hen an a pplicatio n for renewal must be fil ed at least 180 days prio r 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 Animal Feeding Operations Unit for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4) hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning, or a Flood Watch associated with a tropical system for the county in which the facility is located. You may find detailed watch/warning information for your county by calling · the Raleigh , NC National Weather Service office at (919) 5 I 5-8209, or by visiting their website at: www.erh.noaa.gov/er/rah/ Thi s facility is located in a county covered by o ur Fayetteville Regional Office. The Rcgionai OHicc Aquifer Protection Staff may be reached at (910) 433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 807-6464. Sincerely, for Charles Wakild , P.E. Enclosure (General Permit A WG l 00000) cc: (Certificate of Coverage only for all ccs) ~yettevilleRegianai"Office,A~y_ife-r.-=P~ro-t-ec-tl:-. o-n.-=s:-e-ct-:--iory DENA-FRO FEB 2 3 2012 Sampson County Health Department Sampson County Soil and Water Conservation District :I I: ' 1 : 1 1., I : ',; ~,!;: :~ (, ·,, •! Prestage Farms Inc DWQ ·. ·::: __ ;::~~~1:L~":#. I HA .. .·~·· .. . NCDENR North Carolina Department of Environment and Natural Res.ources Beverly Eaves Perdue Governor Jason L. Tyndall Tyndall Hog & Chicken Farm , Inc. 333 Cedar Lake La ne Clinton, NC 28J2g Dear Mr. and Mrs. Tyndall: Division of Water Quality Charles Wakild, P.E. Director February 21, 2012 Subject: Permit No. A Wl820615 Dee Freeman Secretary Tyndall Hog & Chicken Fann, Inc. Innovative Animal Waste Management System Sampson County In accordance with your Notification of Change of Ownership February 20~ 20 12, we are forwarding herewith Permit No. A Wl820615 issued to Jason L. Tyndall, authorizing the operation of an Innovative Animal Waste Treatment System for the Tyndall Hog & Chicken Fann, Inc., located in Sampson County. The innovative treatment system shall serve as the treatment system for the entire animal waste stream for the 5880 Feeder to Finish swine operation as permitted by AWS820615. Any increase in flow or increase in stocked animals above the listed values in this Permit will require a modification to this Pennit and shall be completed prior to actual increase in either flow or number of animals. · . . The Permit shall be effective from the date of issuance until October 31, 20 14 and replaces Penn it number A Wl820615 issued on November 24, 2010. The Penn it shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the record keeping and monitoring requirements in this Penn it. Failure to establish an . adequate system for collecting and maintaining the required operational information will result in future compliance problems. This Permit is i ss 11ec1 in conjunction with COC No. A WSR20615 a nd shall be ma intained RS long as th e In novative COC No. A WS820615. In accordance with ISA NCAC 02T .1309 and upon approval by the Division, this Permit may be rescinded and the Facility may retain coverage under COC No. A WS820615. You are subject to the conditions of this permit until the closure of all waste storage basins and the rescissio n of this permit. You must submit a letter to the Division of Water Quality to request rescission of the Permit by providing documentation of closure of all containment basins. If any parts, requirements, or limitations contained in this Permit are unacceptab le, you have the righ t to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter ISOB of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this Permit shall be final and binding. Locatio~: 51.2 ~~s;;l~b~~ ·st R~le~~. ~orth c ar~~~~~;~,. Phone : 919~07-6464 \FAX: 919~07-0492 Internet: www.ncwaterguaitt.org All Equal Opportunily I Alfllll1ative Aciion Employer 0t1~ . N~_{thCarolma ;vatllrnlly If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful evaluation of future samples is necessary. Should your records show that the current W UP is inaccurate yo u will need ·to have a new WUP devel o ped . Per 15A NCAC 020 Section . 1 800, compliance with respect to odor shall be determined at the property boundary. The attached letter from the Division of Air Quality (DAQ) dated November 22, 20 l 0 details compliance with respect to methodology for meeting odor regulatory requirements. The DAQ letter dated October 20, 2009 is still applicable with respect to implementation of your Best Management Plan. The issuance of thi s Permit docs not excust: the Permitke frolll iiH~ obligation to comply wilh all ap pli :.:able laws, rules, standards, and ordinances (local , state, o r federal) nor convey any property rights in either real or pe rsonal property. Per 15A NCAC 2T. 0111 (c), a compliance boundary is provided for the fa c ility and no n ew water supply wells s hall be constructed within the compliance boundary. Per NRCS standards, a 100-ft separation shall b e maintained between water supply wells and any lagoon, storage pond, or any we~ed area of a spray field . Please be advised that any violation of the terms and conditions specified in this Permit may result in revocation of this Permit or penalties in accordance with NCGS l43-215.6A through l43-215.6C, the Clean Water Act, and 40 CFR 122.41, including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under this Permit after the expiration date of this Penn it, an application for renewal must be filed at least 180 days prior to expiration. This Pennit is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection Staff may be reached at (91 0) 433-3300. If you need additional information concerning this Permit, please contact the Animal Feeding Operations Unit staff at (919) 807-6464. Si nce rely, for Charles W akild, P .E . cc: Sampson County Health Department Sampson County Soil and Water Conservation District [FajettevilleRegionaJ ·office:Aquffer_Protection .S.eQ!:~Oii) Gary Saunders, Division of Air Quality Dr. Ray Campbell, Terra Blue, Inc ., 3013 Campbell Rd, Raleigh , NC 27606 Prestage Fanns, Inc. APS Central Files (Permit File A WI820615) AfO Notebooks Permit AW1820615 2 DENA-FRO FEB 2 3 2012 DWQ February 21 , 2012 ' ' ·NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES INDIVIDUAL SWINE ANIMAL WASTE MANAGEMENT SYST~M PERl\flT fn a ccordance w ith the pro v is ions o f Arli e!~:: 2 i of C ha pr cr l43, Gen eral St atu!l.:s ofNorih Caroiina as am...:ndcd, and other applicabl e Laws , Rnlc s, and Reg ulation s PERMISSION IS HEREBY GRANTED TO Jason L. -Tyndall Sampson County FOR THE continued operation of an Animal Waste Management System (Existing System) as was approved in accordance with Certificate of Coverage (COC) No. A WS8206l5 to serve 5,880 Feeder to Finish swine operation and operation of an Innovative Animal Waste Management System (Innovative System) referred to as the Terra Blue · Environmentally Superior Technology (formerly known as the Super Soil Environmentally Superior Technology) consisting of a 36-ft dia. x 15 ft deep homogenization tank, a 36-ft dia . x 15 ft deep separated water tank, a 28-ft dia. x 15 ft deep denitrification tank, a 28-ft dia. x 15 ft deep nitrification (aeration) tank, a 17-ft dia. x 15 ft deep "clean water" stora ge tank, a 14-ft x I O-ft c one-bottomed activated sludge settling tank, a 14-ft x 1 O- ft cone-bot1omed calcium ph o sphate settling tank, a 8-ft dia. x 12-ft d eep lift station , the Terra Blue Sys tems S o lids Hcm oval System incl ud ing polymer stora ge ta nk s, o ne e x istin g earth en lined slrut.:t ure for t rea ted irri ga tion w a ter sto rage/emergen cy overfl ow, and all ne cessary pipes, pumps , a la rms , co n tr o ls, and ap p un.e nanccs to serve specifications, and other s upp oning data subsequently tiled and approved by th e Department o f Envi ronmen t and Natural Resources (DENR) and considered. a part of this Permit. The Innovative System will be connected to and functionally replace the use of lagoons as the waste treatment system at this Facility. Bypass of the Innovative System is prohibited; all wastes shall be treated by the Innovative System before reaching the earthen storage structures. The existing lagoon structure shall be properly maintained. This Permit shall be effective from the date of issuance until October 31 , 2014 and shall be subject to the following specified conditions and limitations . Permit AWI820615· 3 February 21, 2012 I. PERFORMANCE STANDARDS I. The animal waste collection, treatment, storage and land application system permitted under this Permit shall be effectively maintained and operated as a non-discharge system to prevent the discharge of pollutants to surfac~ waters, wetlands, or ditches. Waste shall not reach surface waters or wetlands by runoff, drift, manmade conveyance, direct application, direct discharge, or through ditches, terraces, or grassed waterways not otherwise classified as state waters . Application of waste to terraces and grassed waterways is acceptable as long as it is applied in ac..:onla ncc w ith Naturai Re sources C\Jii SCrvation Se.rvic<: (NRCS) Standards and d o\.:s nol rc~u!~ in a discharge of waste to surface waters or wetlands. Facilities must be designed, constructed, operated, and maintained to contain all waste plus runoff from a 25-year, 24-hour rainfall event for the location of the facility .. If the Permitee is in compliance with this Permit and the facility's Certified Animal Waste Management Plan (CA WMP), and unintentionally discharges as a result of a storm event greater than the 25-year; 24-hour storm, the Facility will not be considered to be in violation of this Permit. 2 . This Permit does not allow the Permittee to cause a violation of any of the water quality standards established pursuant to Title l5A, Subchapter 2B of the North Carolina Administrative Code and Title lSA, Subchapter 2L of the North Carolina Administrative Code. 3. The facility's CA WMP, Best Management Plan, and Operation and Maintenance Plan are hereby incorporated by reference into this Permit. The above referenced plans must be consis tent with all applicable laws, rules, ordinances, and standards (federal, state and local) in effect at the time of siting, design and certification ofthe facility. · The Permittee must assess and record, on an ongoing basis, the effective ness of the implementation of the CA WMP. The Permittee must make "major changes," "revisions," or "amendments" to theCA WMP, as defined in Section VIII, "Definitions," of this Permit, in order to address a ny changes nee ded to m a intain compliance this Permit. "M<\ior ch ;mgcs," "revisions," and "amendments" to the CA WMJ> mus t be documented, dated, ami in cl uded as pm1 o f th e C'.A \VMP. "Maior ch:ti1l!CS " :111d "rf':vi s io ns " to the CA WMP shall he suh:niued to the a pprupi t(ll..:· i...ilV J~tV:) 01 \\\.i t:.;, \c!Ll.;ll i ty ~~:\:~iU•!) l• .. ;..'t.IU i !:c ! ud i !~·; ~,1~:.::~ ,!.~;<, (:Y .. ) l,.J ·~ ... -.~.u uc:,::.. of the "major change" or "revision." "Amendments" are not required to be submitted to the Division Regional Office unless specifically requested by the Division. If field, riser or pull numbers are changed, an explanation shall also be submitted and include a description of how the new numbers relate to the old numbers. Any violation of the CA WMP, the Best Management Plan, or the Operation and Maintenance Plan, shall be considered a violation of this Permit and subject to enforcement actions. A violation of this Permit may re s ult in the Permittee having to take immediate or long-term corrective action(s) as required by the Division. These actions may include but are not limited to: modifying the CA WMP; ceasing land application of waste; removing animals from the facility; or the Permit being reopened and modified, revoked and reissued, and/or terminated. 4. A violation of this Permit may result in the Permittee having to take immediate or long term corrective action(s) as required by the Division. These actions may include ceasing use of the ln"'"'":·•i v" S~;s t~m , n~odify i n r: onernt i0" 0f th e lnn ov~five System . f11 f)rlifvi ng th e WIJP cc ~t s in f! land application of waste, or removing animals from U1 e taciiity. Permit AWI820615 4 February 21, 2012 5 . This Facility may not be expanded above the capacity shown in this Permit until a new permit reflecting the expansion has been issued. Any proposed increase or modification to the annual average design capacity from that authorized by this Pennit wiJI require a modification to the CA WMP and the Permit prior to modification of the facility. All new and expanding operations must.demonstrate that waste management system will satisfy the requirements of G .S. §143- 215 .10.1 . No collection, treatment or storage facilities may be constructed in a 100-year flood plain. 6 . G .S . § 143-215 .1 O.I requires the Facility covered by this Permit satisfy the performance criteria as pre .scribed in l5A NCAC 02 T .i 3 07 ... J J 0 9 :md 15 A NCAC 02 !) .Ig os. a. Facility must substantially reduce ammonia emissions . 1. The combined ammonia emi ssions from swine waste treatment and storage structures may not exceed an annual average of 0.2 kg NHrN/week/1 ,000 kg of steady state live weight (SSLW) or 72.2 kg NHrN/week for thi s facility. 11. Ammonia emissio ns from land application sites shall not exceed an annual average of 0.2 kg NH3-N/week/l ,000 kg of SSL W or 72.2 kg NH3-N/week for this facility. m. Total ammonia emissions from the swine farm must not exceed an annual average of 0.9 kg NHrN/week/1 ,000 kg of SSL W or 325 kg NHrN/week for this facility . b. Compliance and monitoring with respect to odor intensity levels at the property boundary shall be evaluated at both upwind and downwind locations using one of the following: 1. Use an Odor Intensity Referencing Scale (OlRS) as specified in ASTM 544-99. All . instantaneous observed levels shall be less than the equivalent of 225 parts per million n-butanol. The average of 30 consecutive obs ervations conducted over a minimum of 30 minutes shall be less than the equivalent of 75 parts per million n- butanol with a minimum of four ( 4) observations of the 30 less than or equal to the e qu iva l ent of25 part.<; pe r million n-butanol. The Permittee shall document monitoring lo cati ons on a si te map, indi cating 11. Use a field olfactometry method and instrumentation. The measured dilution-to- threshold ratio shall be less than or equal to 7: I as detennined using the manufacturer's instrument procedures and instructions. The Permittee shall document monitoring locations on a site map, indicating prevailing wind direction, for each monitoring event. 111. In accordance with lSA NCAC 02Q .03 I 7, compliance with the odor limitations may be demonstrated by BODs sampling as described in Condition IlLS . The BOD 5 · concentration for any effluent sample required by Condition lll.5 to demonstrate compliance with the odor limitations shall not exceed 150 rng/L. Any exceedance shall be considered a violation of the odor control requirements of Condition 1.6 .b and ISA NCAC 020 .1808. c. Facility must substantially eliminate the release of disease-transmitting vectors and airborne :-.:in ,~~~·""':~<= h'.· ;~l "Pt !~1f "' t l1f." f0 J10'V i!~.~: 1. Fecal coliform concentrations in the final liquid effluent shall not exceed an annual average of 7,000 Most Probable Number/1 00 mL. Permit AWI820615 5 February 21 , 2012 H . Separated solids and biological re s iduals that are to be land applied on-site shall meet the vector attraction reduction requirements in 15A NCAC 02T .Il07. 111. · The system shall meet the pathogen reduction requirements in ISA NCAC 02T .II 06 for Class A biosolids that are to be land applied on-site pursuant to .1106(a)(l) or for Class B biosolids that are to be otherwise land applied on-site. tv . Separated solids that are removed to the Terra Blue, J.nc composting facility shall be treated in accordance with the permit for that facility . 7. The Permitt ee s hall condu ct an ev a luation o f the faciii ty and its CA Wrv'i P to det ..:nnine th e fat:ility 's ability to compl y with the NRC S nutri en t management standard as it relates to phosphorous within six (6) months of issuance of this Permit. The evaluation must be documented on forms supplied by or approved by the Division and must be submitted to the · Division. The Permittee may submit documentation fr om a previous evaluation if performed within five (5) years of the issuance of thi s Permit. All fields with a "HIGH " phosphorous-los s assessment rating shall have land application rates that do not exceed the established crop removal rate for phosphorous. There shall be no waste application on fields with a "VERY .HIGH" phosphorous-loss assessment rating. 8. A copy of this Permit, the WUP(s), approved design documents, as-built specifications, operation and maintenance plan, and all certification forms shall be readily available at the Facility (stored at places such as the fann residence, office, outbuildings, etc.) where animal waste management activities are being conducted for the life of this Permit. These documents shall be kept in good condition and records shall be maintained in an orderly fashion . 9. Upon completion of construction and prior to operation of the Innovative System, as-built plans and specifications and the certification, signed and sealed by a Professional Engineer, must be submitted certifying that the permitted Facility has been installed in accordance with this Permit, and best en gineering practices. Mail the attached Engineer's Certification form to the Animal Feedin g Operations Unit, 16 36 Mail Se rvice Cen te r, Ra lei gh, NC 2 76 99-16 36. :r. T l ~ · :·::.··.·:, \.:~J · l~v t·:~~:•::i O f!!(·'-'· tf·l·.~rl :-""~•·r· 1410"\ ,;1~.1'\f!D. o.:h:-J]I b;:-no ti fied'!! Je a.st fPrtv-ei'2 ht ( 48) hours in advance of operalion of lh l.! instalkd11 noJilteJ Jn itov au v~. Sys lc:m s u W:tl att 11•-J.H<h.:v inspection can be made . Such notification to the Regional Supervisor shall be made during the normal office hours from 8:00a.m. until 5:00p.m. on Monday through Friday, excluding State Holidays. · 11. The Innovative System including the spray irrigation system shall be effectively maintained and operated at all times so that there is no discharge to surface waters or any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the J.nnovative System fails to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division . 12 . The following buffers shall be maintained when constructing the J.nnovative System : a. l 00 feet between wastewater treatment units and any wells, and Permit AWI820615 6 February 21,2012 ·Animal waste shall not be applied within 100 feet of any well with the exception ofmonitorin g wells. The allowable distance to monitoring wells shall be established on a case-by-case basis by th e Di vis ion . II. OPERATION AND MAINTENANCE REQUIREMENTS 1. The collection, treatment, and storage units and th e land appli cation equipment and fields shall be properl y operated and maintain ed at all times. 2. A vegetati ve cov er shall be ma intain ed as specified in the facility's CA WMP on all land . application fields and buffers in accordance with the CAWMP . No waste shall be a pp lied up on areas not included in the CA WMP or upon areas where the crop is insufficient for nu trient utilization. However, if the CA WMP allows, then waste may be applied up to thirty (30) days pri or to planting or breaking dormancy. 3 . Soil pH on ·all land application fields mu st b e main tained m th e optimum range for crop production. 4. Land application rates shall be in accordance with the CAWMP. In no case shall land application rates exceed the agronomic rate of the nutrient of concern for the receiving crop. 5. In no case shall land application ra tes result in excessive poodin g or any runoff during any given .applicatio n event. 6. Animal waste shall not be directly a pplied onto crops for direct human consumption that do not und ergo further processing (e.g., strawberries, melons, lettuce, cabbage, apples, etc.) at any time during the growing season, or in the case of fruit bearing trees, following breaking dormancy. Application of animal wastes shall not occur within thirty (30) days of the harvesting of fiber and food crops for direct human consumption that undergoes further processing. 7. If manure or s ludges are ap pl ied on conve nti onall y tilled bare soil , the was te sha ll be inco rporated i nlo t:n~ ~,.,il w itl1 in 1>.'.'() (2) davs aft:~!' :lppli c:t1 ion on the lnmL o r p ri or to 1he nex t ra infa ll even t , vvhichcver u~~u1 s; tu·~L 'i ht .s 1\.:y ;.,i rl,;i ~n:::J i"\iVl;.::i uui ~!1 JP~J t~i ;,\)·~.i J Jh .. :i~.:.;, l;::~H!>\ . .'~, vr t1· ... i,~~ '.\h ~:t:. crops are actively growing. 8. No material other than animal wastes of the type generated on this fa ci lity s hall be disp osed of in the animal waste collection, treatment, storage , or applicati on system s. This includes but is not limited to pesticides, toxic chemicals and petroleum products. 9. Domestic and /or industrial wastewater from showers, toilets, sinks, etc. sha ll not be di sc harged into the animal waste collection, treatment, an d storage and application system. Washdown of stock trailers owned by and use d to transport animal s t o and from thi s Fa cility onl y will be pennissible as long as the system can accommodate the additional vo lum e . Only those cleaning agents and soaps that are EPA approved according to tlleir lab el, wi ll not harm the cover cro p, and will not contravene th e groundwater standards li sted in 15A NCAC 2L may be utilized in facilities cove red by thi s Penn it. In stru ct ion labe ls are to be fo ll owed when using clean in g agents and soap s. Permit AWI820615 7 February 21 , 2012 I 0. Disposa l of d ead anima ls resul t in g from normal mortali ty rates associated with the facility shall be don e in accordanc e with the fa c ility's CA WMP and the North Carolina Department of Agriculture and Consumer Services (NCDA&CS) Veter inary Division's Statutes and regula tions. Disposal of dead animals whose numbers exceed norma l mortality rates associated with the facility shall also be done in ac cordance with the facility 's CAWMP and NCDA&CS Veterinary Division's Statutes and regulations pro vided that: I) burial of such animals s hall be done in consultation with the State Veterinarian of the NCDA&CS Vete rinary Division 's Statutes and in compliance with NCDA &CS regulations; 2) all such burial sites must be mapped , and the dates and nLJ illbcr s of th~ a ni mals o urit:d by species an d type n•u st i.K· ;-c corde d; and 3) the ma p is s ubmitted to the appropriat e Regional Office Aquife r Protectio n Sectio n within fifte e n (15) calendar days o f burial. In the event o f a state of em e rgency declared by the Governor, di sposal of dead an imals shall be done in a ccord a nce with requirements and guidelines dictated by the State Veterin a rian according G .S . § 106-33 9.4. The Divi sion may require groundwate r monitoring when there is massive burial o f an imals . All burial site s o f s uch an imals mu st be mapped, and the date s and numbers of the animals buried by species and type must be reco rded. 11. Unless accounted for in tempo rary storage volume, all uncontaminated runoff from the surrounding property and buildings shall be diverted away from the animal waste system, including but not limited to lagoons, storage ponds, sludge treatment or containment areas, and/or open storage structures to prevent any unne cessary addition to the liquid volume in the structures. 12. A · protective vegetative cover shall be e stabli s hed and maintained on all earthen basin embankments (outside toe of embankment to maximum pumping elevation), berms, pipe runs, erosion control areas, and surface wate r diversio ns . Trees, shrubs, and other woo dy vegetation shall not be allowed to grow on the earthen basin dikes or embankments. E arthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 13. T he resi du a ls generated fr om th is F:1ci lity must be dis po se d in accorda nc e wit h Genera l Statute 143-2 15.1 and in a manner approved by the Di v ision. When rem oval o f s lud g e fr om the trea tment nn i !s i:. nn<:c .•:sil ::'. pro--:ri s io ns ll1t !<;1 he 1:11-:cn ln prevent da n1?.gc to :111y dik es a nd liner,;. If separated solids or residuals from the other treatment units are accumulate d faster than predicted, and it is determined tha t desi gned treatment, storage and disposal methods are insufficient, the Pe rmittee will immediately deactivate the Innovative System, ceasing the generation of solids, until adequ ate solids storage and/or removal can be designed, approved, and construc ted. 14. All treatment units shall be kept free of foreign debris including, but not limited to, tires, bottles, light bulbs, gloves, syringes or any othe r solid waste . 15. The facility must have at least one of the fo llowing items at all tim es: (a) adequate animal waste application and handling equipment, (b) a le ase, or other written agreement, for the use of the necessary equipment, or (c) a contract with a thi rd party applicator capable o f prov iding adequate waste a pplication. Permit AWI820615 -8 February 21 , 2012 16. The Permittee Shall designate a certified animal waste management system operator "!"ith a valid certification to be in charge of the animal w a ste management system. The waste management system shall be operated by the Operator in Charge (OIC) or a person under the OIC's supervision. 17 . In accordance with 15A NCAC SF .0203(2X2), the OIC or a designated back-up OIC of a Type A Animal Waste Management System shall inspect, or a person under the supervision of an OIC or designated back-up OIC shaiJ inspect, the land application site as often as necessary to insure that the animal waste is land applied in accordance with theCA WMP. In no case shall the time between in spections u~.: more than 12 0 miiHJtcs during th e applil·ation of wast e. 1\ r ~cord o f e-J ch in s pectio n s hall be recorded on forms supplied by, or approved by, the Division and shall include the date, time, sprayfield number and name of the operator for each inspection . Inspection shall include but not be limited to visuaJ ·observation of application equipment, spray fields, subsurface drain outlets, ditches, an~ drainage ways for any discharge of waste. The Pennittec may assert as an affirmative defens e in any enforcement action alleging noncompliance with the requirements imposed in this condition that such noncompliance was due to circumstances beyond the Permittee's controL A notation shall be made on the form indicating the inspection affected by such circumstance and an explanation setting forth the circumstances · claimed to have been beyond the Pennittee's control shall be submitted with the form. 18. The Director may require any permittee to install and operate flow meters with flow totalizers based on the facil ity's violations and/or incomplete or incorrect record keeping events. 19. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist to reach surface waters or wetlands or cross property lines or field boundaries. iO. The Permittee shall maintain buffer strips or other equivalent practices as specified in the facility's CA WMP near feedlots, manure storage areas and land application areas. 21 . Was te s hall not be applied on lan d thai is floo d e d , saturakd w ith water, froze n o r sno w covered at the tim e of land application. 21.. Lall d UpjJtii.:u l iUllv.i. wa:;t c l:. Jli\Ji lhi i ,-..,j ~l l.iJ i .. _:;; p • ..;..::j: ... ::: •.• : ,;-,,.-~;:.;. ·: ;.._ ;·:~:::.i:;,. _,;.,,;; c , •.. -.:~1 -.:! pending weather conditions in making the decision to land apply waste and shall do cument the weather conditions at the time of land application on forms supplied by or approved by the Division. Land application of waste shaH cease within four (4) hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning, or a Flood Watch associated _with a tropical system including a hurricane, tropical storm, or tropical depression for the county in which the pennitted facility is located . Watches and warnings for Sampson County are posted on the National Weather Service's website located at: www.erh.noaa.gov/er/rah/. Watch and warning information can also be obtained by calling the Raleigh, NC National Weather Service Office that serves Sampson County at (919) 515-8209. The Director may require any permittee to install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation . This :1r-":':i :-.,, '-'-'ill h· !':'!~"d 0 !' th e f:~c ility'~ comrlillnce histonr for irri!!<lli o n events. Permit AWI820615 9 February 21, 2012 23. If liquid effluent samples show that additional land will be necessary for application of nitrogen at agronomic rates , the Pennittec will take immediate action. This action may include, but may not be limited to, one of the following: a) preparing additional land at the site for land application wastewater or solids, b) acquiring leased land agreements for land application of wastewater or solids, or c) decrease the animal population to that which creates a balance between nutrients produced and utilization on the existing land application and crops, or d) any other method approved by the Division. 24. Land application activities shall cease on any application site that exceeds a Mehlich 3 Soil Test Jnd ex for Copper vf gr ea ter ilw n ::1 ,000 (I OX po un ds per acre) or Zi r.r. of g re ater th ~n 3,000 (213 pounds per acre). 25. All waste application equipment must be tested and calibrated at least once every two years. The results must be documented on forms provided by, or approved by, the Division. 26. Any major structural repairs to the waste management system must have written documentation from an engineer or technical specialist certifying proper design and installation. However, if a piece of equipment is being replaced with a piece of equipment of the identical specifications, no technical specialist approval is necessary (i.e. piping, reels, valves, pumps (if the gallons per minute (gpm) capacity is not being increased or decreased), etc.] unless the replacement involves disturbing the lagoon/storage pond embankment or liner . 27. Crops for which animal waste is land applied must be removed from the land application site and properly managed and utilized unless other management practices are approved in theCA WMP. 28. The WUP shall be modified as needed, based on performance of the Innovative System . If performance is not as predicted, immediate measures such as those listed in Condition Il.23 above will be taken. 29. In the case of interruption or failure of the Innovative System, the Permittee will follow the Em e rgen cy A ction Plan (EA P) as s ubmitte d. Yl . P c rmitt "r. sh ~t ll in s ta ll a nd maint~in arp rovcd o dor control rraclicc s as d escrihe d in t he Best UJ. MONITORING AND REPORTING REQUIREMENTS 1. Adequate records shall be maintained by the Permittee to track the amount of separated solids that are disposed. These records shall include, but are not neces sarily limited to, the following information: a . Volume of separated s olids gene rated, and · b. Dates and amounts of separated solids removed from the site. Permit AWI820615 10 February 21 , 2012 2. The Permittee or a Designee s hall inspect the entire Innovative System waste collection, treatment, and storage structures and runoff control measures at a frequency to insure proper operation but at least monthly and after all storm events of greater than one (1) inch in 24 hours. The Permittee shall keep an inspection log or summary including at least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall be for a period of five (5) years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. The Permittee or a designee shall keep a log of all operational changes made to the Inno vat ive Syst e m induding ttl iea st the pr o..:ess pa ram et e r th at was (;h::n g ecl, i h~ d:li c ;:nd time of t he change, the reason for the cha nge, and all observations made both at the time of the change and subsequently as a result of the change . 4 . A representative Standard Soil Fertility Analysis shall be conducted annually on each application site receiving animal waste. The results of these tests shall be maintained on file by the Permittee for a minimum of five (5) years and shall be made available to the Division upon request. 5. After submission of the Engineer 's Certification as required in Condition 1.9, the Permittee shall conduct waste water analysis for the parameters and at the frequencies listed in the table below. Quarterly tests shall be conducted once within each of the following windows with at least sixty (60) days between any two sampling events: Quarter 1: Jan-March; Quarter 2: April-June; Quarter 3 : July-Sept; Quarter 4: Oct-Dec. Influent to Effluent from Parameter Separated Solids Homogenization Phosphorus Tank Settline Tank Flow (gpd) Daily* Quarterly Quarterly Total N I Qua rterly Quarterly Qua'~- ; ; !\;! ir•. \..j d CJricr; ?: '-< l: ~~ ,-:' i)~ l ~ ~1. i :-: · .... 1 ~ N03-N/NOrN Quarterly Quarterly Quarterly Total P _Q_uarterly Quarterly Quarterly_ %Total Solids Quarterly Quarterly Quarterly Copper Quarterly QuarterlY_ Quarterly Zinc Quarterly Quarterly Quarterly pH Quarterly _Quarterly Quarterly BOD5 ------Quarterly Quarterly *Keep records as required .by Condition lil. i of th is Permit. Permit AWI820615 11 February 21, 2012 Ammonia emission compliance may be demons trated through a reported nitrogen mass balance or another analysis approved by the Division. As a minimum, compliance with the ammonia emission standard shall be documented by the following s ampling schedule: Parameter Influent to Influent to Settling Tank Separated Water Tank after Nitr<>geo Treatment Ff uw (gpd ) I Q u3 rlerly Q uarkdy --- Total N Quarterly Quarterly NH3-N Quarterly Quarterly N03-N Quarterly Quarterly . If, after two years of compliance monitoring and reporting the treatment system is compliant with 15A NCAC 02T .1307, the Permittee may either continue the above quarterly liquid sampling for ammonia or directly sample ammonia air emiss ions from all open air structures annually, with alternating sampling during the summer and winter seasons. 6. After submission of the Engineer's Certification as required in Condition 1.9, the Permittee shall monitor for odor compliance quarterly using one of the three methods outlined in Condition 1.6. Results of monitoring shall be documented and included in the quarterly report co rresponding to the sampling date . . , . If, after two years of compliance monitoring and re porting the treatment system is compliant with 15A NCAC 02T .1307, the Permittee m ay requ est to reduce odor compliance monitorin g to an a nnu a l ba s is , with ::~ltc rnating y ears havin g samplin g du r in g 1h c s ummer a nd \vinter seasons . in chrono log ical a nd legible l'onn t or a ruiH i m u tH 0 1 uv~ (>) .)'l.:a r~ ny tile i\:lll llll~.:.:. 1 i l l:~~.: records shall be maintained on forms provided by or approved by the Division and shall be readily available for inspection. 8. A comprehensive report shall be submitted to the Division every six months after initial start-up of the Innovative System. Reports for Quarter I and Quarte r 2 are due by July 31, and Reports for Quarter 3 and Quarter 4 are due by January 31. The re port shall consist of all records, logs, and reports as required in Permit Conditions III. I through III.6. The report shall be submitted to the Animal Fe eding Operations Unit, 1636 Mail Servi ce Center, Raleigh, NC 27699-1636 and to the Aquifer Protection Supervisor, Fayetteville Regional Office, 225 Green St., Suite 714, Fayette ville, NC 2830 I. 9 . Monitoring and Recording Freeboard Levels: a . Highly visible waste-level gauges shall be mai ntained to mark the level of waste in each : : ··.;_·. ~ .. ;_ ..... : n~·;t .. ~~~~~~ qn: f!rlr'.'~ty fr-~r! ~h r!'l!l r !'! (~ fr~'C' -n ~,,.,!1f ~:':l!l "fcr p i pe ir.!0 (! subsequent structure. The gauge s hall have readily visible permanent markings. PermitAWI82061 5 12 February 21, 2012 The waste le ve l in each structure with a waste level gauge shall be mo nitored and rec orded weekly on forms supplied by or approved by the Divi s ion. The Director may require more frequen t mon itorin g and recording of waste levels based on the facility 's compliance history for freeboard violations. b. Freeboard violations in any two consecutive years following the issuance of this Permit. or as determined necessary by the Director, shall monitor and record waste levels as follows: Tn add iti on to the fa c ility's ex is tin g lagoon wa s te-level gauges, auto mated lagoo n/sto rage pond waste-level monitors and recorders (m oni tored an d re c orded at least hourly) must be installed on all treatment and storage structures covered by a COC issued under this Permit to measure and record freeboard . This equipment must be prope rl y maintained and cal ibrated in a mann e r consistent with ma nufac ture r's operation and maintenance . recomme ndati o ns. This automated equipment must be in place no later than ninety (90) days following not ification from the Director. The Di rector may determine that installation of automated waste level monito rs is not required if the Permittee can demonstrate that preventative measures were taken to avoid the violations and that the violations resulted from c o nditions beyond the Permittee's control. If an automated level monitor(s) becomes inoperable, the Pennittee shall: 1. report the problem by telephone to the appropriate Divisio n Regional Office as soon as possible, but in no case more than 24 h o.urs following ftrst knowledge of the problem; and, 11. make any needed repairs to the equipment as quickl y as possible, and take and · record daily waste levels at the same time every day until such time as the automated e quipment is placed back into operation . c. The Director may require new o r modifi ed was te-l ev el gauges if it is d etermined that the r~i s 1i r:.~ _!.:augcs C~rc n0 ! ndequate l.o <!C C!!1'3 td y ind icate act ual wnstc levels. or the various v.,·a.':ii.(.; tt vla~ r t..:4u~r~:li [U u~·. ;.i i~ • .d :::1i:~~"i L·) tii i:>! ~,..j :IJ,. :)l ii:L \..-..:·· .. j.,.·:·.t !. 10. Monitoring and Recording Precipitation Event a. Precipitation events at the facility to operate under this Permit s hall be monitored and re corded as foll ows: · A rain gauge must be in stalled at a site that is repre sentative of the weather conditions at the farm's land application site(s) to meas ure all preci pitation events. The precipitation type and amount mu st be recorded daily for all precipitation events and maintained on site for review by th e Department of Environment and Natural Re sources (Department). Dai ly records do not need to be maintained for those days without precipitation events. b. The Directo r may require that a n automated ra in gauge and recorder must be installed on site to measure and record all precipitation events. This equipment must be properly mnintainerl nncf cali bra ted in a manner consiste nt with manufacturer's o perat ion and maint e nan c~.: re~.:o mm c n<iauuus. ·1 i11s auivlll<H~::u ~yutpHlt:o l ••lU.:.l iJ .. , iJJ jJ;;.~e; Hu l.Jkt lhail ninety (90) days following receipt of notice fr om the Director. Permit AWI820615 13 February 21, 2012 If an automated rain gauge(s) becomes inoperable, the Perm ittee shall : 1. report the problem by telephone to the appropriate Divisi on Regional Offi ce as soon as possible, but in no case more than twenty four (24) hours following firs t knowledge of the problem~ and, 11 . make any needed repairs to the equipment as quickly as possible, and take and record all rainfall events until such time as the automated equipment is placed back into operation. l l. An an a lys is of th e ani ma l was te to be land a pplied sh all be coo du cied iu ac<.:orda n ~.:e wi th re commended laboratory sampling procedures as close to the ti me of app lic atio n as practical and at least within si xty (60) days (before or after) of the date of application. Every reasonable effort shall be made t o have the waste analyzed prior to the date of application and as close to the time of waste application as pos si ble. This analysis shall include the following parameters : Nitrogen Pho sphorus Zinc Copper 12. The Pennittee shall record all irrigation and land application event(s) including hydraulic loading rates, nutrient loading rates and cropping information. Th e Permittee shall also record removal of solids and document nutrient loading rates if disposed of on-site, or record the off-site location(s). These records must be on fonns supplied by , or approved by, the Division. 13 . A record shall be created and maintained of all transfers of waste between waste structures on the same site not typically operated in series. Such record shall include at least the identity of the · structure from which the waste was transferred, the identity of the stru cture receiving the waste, the date and time of transfer and th e total volume of waste transferred . 14 . The Permittee must maintain monthly stocking records for the facility and make the records avail able to·the Department. I 5. If, for any reason, there is a di scharge from the wastt: co ll ection, treatment, sto rage and ··~1:•J ic ;1ti:'n •''.1 '-l em s (ir:durliJ~~ 1h .:· hn.-1 :li':~li c il:·ir )n <;itG<;). 10 ~u rfa~:e W::ller s 0r w,~!Lin <k the l'cnnillt:C is n;y uir~o lO lltai-:1.! llO l lli~o:all01l Ill a..:..:utJ<J.J i..:o.:: V>!Ui l.-iJli \.!lliUil lt .. t). l IlL' Jb..:I;<Itgl.! notification shall include the following infonnatio n : a . Description of the discharge: A description of the discharge including an estimate of the volume discharged, a description of the flow path to the receiving s urface waters or wetlands and a s ite sketch showing the path of the waste. b. T ime of the di sc harge : The length of time of the disch arge, including the exact dates and times that it started and stopped, and if not s topp ed, the anticipated tim e the di scharge is expected to co ntinue. c. Cause of the discharge : A detailed statem ent of the cause of the discharge. If caused by a precipitation event, detailed information from the on-site rain gauge concerning the inches and duration of the pre cipitation event. :-' .A. I! •;'~n :: I,<· in:--t.;:h''~ I n !T~w:~ <:t n ~ nnd dcannp the rli <:c lwr~'C /I.! I sf P-o" 10 he t 11!tcn to prevent f uture di sc har ges ti-om tl1t: same ca use . Permit AW1820615 14 February 21 , 2012 e. Analysis of the waste: A copy of the last waste analysis conducted as required by Condition Jll. 11 above. f. A waste sample, obtained within seventy-two (72) hours following ftrst knowledge of the discharge to surface waters or wetlands, from the source lagoon/storage pond, shall be analyzed for the following minimum parameters: Fecal coliform bacteria Total suspended solids Am monia nitrog.::n (N H.3-N). Nitrate nitrogen (N03-N) Five-day biochemical oxygen demand (BOD5) Total phosphorous T c t::Jl Kjdda h l ni trog;cu (TK N) Monitoring results must be submitted to the Division within thirty (30) days of the discharge event. 16. Jn accordance with 15A NCAC 02T .0 I 08( c), the Division may require any monitoring and reporting (including but not limited to groundwater, surface water or wetland , waste, sludge, soil, lagoon/storage pond levels and plant tissue) necessary to determine the source, qu antity, quality, and effect of animal waste upon the surface waters, ground waters or wetlands . Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Division requirements. 17 . A copy of this .Permit, certification form s, lessee and landowner agreements, the CAWMP, Best Management Plan, the Operations and Maintenance Manual, and copies of all records required by this Permit and the facility's CAWMP sball be maintained by the Pennittee in chronological and legible form for a minimum of ftve (5) years. Records include but are not limited to: soil and waste analyses, rain gauge readings, freeboard levels, irrigation and .Jand application event(s), past inspection reports and operational reviews, animal stocking records, records of additional nutrient sources applied (including but not limited to sludges, unused feedstuff leachate, septage and commercial fertilizer), cropping information, waste application equipment testing and calibralion, and rec ord:> of removal of sol id s 1o off-site location(~). Th ese rec o rds sh<11! be m a intained on fom1 s provided or approve d by the Divis ion and shall be rea dil y available at the f:1c:i!i ry (~;ff);-C'd ::1 1 pb cr.~; ~u ch ;:~; tll e ra:-nl )'f.'~ici cn c e , nffi cc, ou1bnilrlin fl~, etc.) where nni ma l waste u .auagcuh.aii. a~u v iU i,;.S an: Ut:ittg VlJjh.J t!\ ... u .. ··'-1 1 \..ti ~t"··· 1 ~;;.. uf:,i~., l j .... L~:1~~ t:1 1 !~.,~, \"L ....... \·\J ...>~· :·}~ ....... ;!~(~ .. ! in this Permit. 18 . Within ftfteen (15) working days of receiving the request from the Division, the Permittee shall provide to the Division one (1) copy of all requested infonnation and reports related to the operation of the animal waste management system . Once received by the Division, all such information and reports become public information, unless they con stitute confidential information under NC G .S. 132-1.2 , and shall be made available to the public by the Division as specified in Chapter 132 of the General Statutes. 19. Regional Notification : The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (91 0) 433-3300, as s o o n as possi~le , but in no cas e more than 24 hours following first knowledge of the occurrence of any of the following events: a. Failure of any c o mponent or the anuua1 waste col k ~uvn , Lrcalulclll, aud i;ivragc: <i JH.i 1aHJ application system resulting in a discharge to s urface waters . Permit AWI820615 15 February 21, 2012 b. Any failure of the animal waste treatment and disposal system that renders the facility incapable of adequately receiving, treating or storing the animal waste and/or sludge. c. A spill or discharge from a vehicle or piping system transporting animal waste or sludge which results in , or may res ult in, a discharge to surface waters or an event that poses a serious threat to surface waters, wetland, or human health or safety. d. Any deterioration . or leak in a treatment unit that poses an immediate threat to the environment. e. failure t o maintain adequate storage capacity in a treatment unit greater than or equal to that required in Condition Vl.2 of this permit. f. Anydischarge that bypasses a treatment unit. g. Any discharge that poses a serio us threa t to the environment or human safety or health h. Any failure of any component of the Innovative System. 1. Over applying waste either in excess of the limits set out in the CA WMP or where runoff enters surface waters or wetlands. · For any emergency that requires immediate reporting after normal business boors, pleaSe contact tbe Division of Emergency Management at 1-800-858-0368. The Permittee shall also file a written report to the appropriate division within the Fayetteville Regional Office of the occurrence within five (5) calendar days following first knowledge of the occurrence. This report shall outline the actions taken or proposed actions to correct the problem and to ensure that the problem does not recur. The requirement to file ·a written report may not be waived by the Regional Office. 20 . The Director may require the Permittee to file an annual certifi cation report ba se d on th e compl i:mce hi story of the fa ci lity. If required, the report mu st he filed on fom1s pr ovi ded by the :;: . !.,:-.·:;. 21. The Director may require this facility to submit additional reports and/or certifications based on compliance hi story. 22. In the event of a discharge of I ,000 gallons or more of waste to surface waters or wetlands, the Pennittee must issue a press release to all print and electronic news media that provide general coverage in the county in which the discharge occurred setting out the details of the discharge. The press release must be issued within forty-eight (48) hours after it is d etennined that the discharge has reached the surface waters or wetlands. A copy of the press release and a list of the news media to which it was distributed must be kept for at least one (1) year after the discharge and mu st be di stributed to any person upon request. Permit AWI820615 16 February .21, 2012 23. In the event of a ·discharge of 15,000 gallons or more of animal waste to surface waters or · wetlands, a public notice is required in addition to the press release described in Condition III 15. The public notice must be placed in a newspaper having general circulation in the county in which the discharge occurred and the county immediately downstream within ten ( 1 0) days of the discharge. The minimum content of the notice is the name of the facility, location of the discharge, estimated volume of waste entering ·state waters, time and date discharge occurred, duration of the discharge, identification water body that was discharged into including creek and river basin if applicable, actions taken to prevent further discharge, and a facility contact person and phone number. 24. Tf a discharge of 1,000,000 gallons of wastewater or more reaches surface waters or wetlands , the appropriate Division Regional Office must be contacted to detcnnine in what additional counties, if any, a public notice must be published. A copy of all public notices and proof of publication must be sent to the Division within thirty (30) days of the discharge. 25 . The Permittee shall conduct a survey of the sludge accumulation in all lagoons every year. The survey report should be written on forms provided or approved by the Division and shall include a sketch showing the depth of sludge in the various locations within each lagoon. This survey frequency may be reduced if it can be demonstrated to the satisfaction of the Division that the rate of sludge accumulation does not warrant an annual survey. If the sludge accumulation is such that the structure does not satisfy the criteria set by NRCS NC Conservation Practice Standard No. 359, a sludge removal or management plan must be submitted to the appropriate Division Regional Office within ninety (90) days of the determination . The plan shall describe removal and waste utilization procedures to be used . Compliance regarding sludge levels must be achieved with.in two (2) years of the detennination. 26. If required by 15A NCAC 02T Section .1300, the Division may notify the permittee to conduct compliance water quality monitoring on surface and/or groundwater during the period of this . Permit. This monitoring will not be required until such time as the Division notifies the permittee. A monitoring plan shall be establi shed within the lime spe c ified by the above referenced rules . All monitoring mu s t be perf-ormed using stand ard sampling protocol , tested at a !ahrwni o rv 11i'l'r r w(·d hy tbc Oi '-'i s ic'n , and res 1dts m:1sl he ~nbmi!t e d t0 th e Divi s ion. IV. GROUNDWATER REQUIREMENTS 1. The Groundwater Compliance Boundary is established by 15A NCAC 2L .0 l 02 and 15A NCAC 2T .0103. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to the requirements of !SA NCAC 2L and th e Division in addition to the penalty provisions applicable under the North Carolina General Statutes. 2. Any groundwater quality monitoring, as deemed necessary by the Division, shaH be provided. V. INSPECTIONS 1. The Permittee shall allow any au thorized representative of the Depaiimenl, upo n the presentation of credentials and other documents as may be required by law and in accordance with reasonable Permit AWI820615 17 February 21, 2012 r a. Enter the Pennittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this Permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Pennit; c. Inspect, at reasonable times any facilities , equipment (including monitoring and control equipment), practices, or operations regulated or required under this Permit; and, J. Sampk o r mo ui:o r, at reuso n ub le times, fe r :he puqmse of assuring pcrm ii compli ance, an y substances or parameters at any location . VI. GENERAL CONDITIONS 1. The issuance this Permit shall not relieve the Permittee of the responsibility for compliance with all applicable surface water, wetlands, groundwater and air quality standards ·or for damages to surface waters, wetlands or ground waters resulting from the animal operation . 2. The maximum waste level in lagoons/storage ponds shall not exceed that specified in the CA WMP. At a minimum, maximum waste level for lagoons/storage ponds must not exceed the level that provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one (l) foot of structural freeboard except that there shall be no violation of this condition if: (a) there is a storm event more severe than a 25-year, 24-hour event, (b) the Permittee is in compliance with its CA WMP, and (c) there is at least one (1) foot of structural freeboard. 3. All containment basins, such as a lagoon or a storage pond, used for waste management shall continue to be subject to the conditions and requirements of this Permit until properly closed. When the containment basin is properly closed in accordance with the NRCS NC Conservation Practice Slandard No. 360 "Clos ure of Waste Impoundments," Febmary 2008 or any subsequent amendment, th e containment ba s in shall not be s ubject lo the requirements of lhi s Permit. T he Permittee mu st submit a letter to the Division to request res c iss ion of lh c Pc1mit by providing ',.'; ''~ ~:j t :•, j: : ;1 ,• .;,~:~.~;:'1 ' ~: ;: •, \, 1 ~ ,;·,:. • :•: I ' ·,. Closure shall also include a minimum of 24 hours pre-notification of the Division and submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to the address identified on the form within fifteen ( 15) days of completion of closure. 4 . The annual permit fee shall be paid by the Pennittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly constitutes grounds for re vocation of its COC to operate under this Permit. 5. Failure of the Permittee to maintain, in full force and effect, lessee and landowner agreements, which are required in theCA WMP, shall constitute grounds for revocation of this Permit. Permit AWI820615 18 February 21, 2012 6. Upon classification of the Facility by the Water Pollution Control System Operators Certification. Commission (WPCSOCC), the Permittee shall designate a Certified Water Pollution Control System Operator (Operator) ·to operate the Facility. The designated Operator must hold a certificate of the same type(s) and grade(s) as the classification(s) assigned to the Facility by the WPCSOCC. The Permittee may also be required to designate a certified back-up Operator of the appropriate type and grade to comply with the conditions of l5A NCAC 8G. 0202. The Permittee shall subm_it to the WPCSOCC a completed designation form designating the appropriately certified Operator(s) thirty (30) days prior to the introduction of waste into the system or within thirty (30) days of classification, in th.e case of the Existing System. The designated Opt:rarCJr o f ihc Fac ility mu s! v isit the Faci lity as often as nc ccss.:ry tv i:1su rc p ro per operation of the system, but in no case less fr e quently than as spec ified in 15A NCAC 8G .0204(2), ISA NCAC 8F. 0203, or both. 7. After the Innovative System has been in use for one ( l) year (does not need to be cons ecutive) the Permittee or their designee shall submit a progress report to the Division . This report shall include any recommendations for improvements ifthesystcm is to remain ' operational. 8. After the Innovative System has been in use for one (I) year (does not need to be cons ecutive ) the Permittee or their designee must submit a comprehensive Operation and Maintenance (O&M) manual if the system is to remain operational. The O&M manual shall include the following minimum information: a. As-built drawings, b. A detailed description of the Innovative System, c. Warranty information for all installed equipment and each major component, d. fnventory, functional descriptions, and complete operating instructions for all ins talled equipment and each major component, e . In s tructions for start-up/shu t-down as w e ll as tor ca librat io n and adj ustm e nt of all in st<dkd CCjuirment ~nd each mai or c ompo nent , f. Recommended maintenance management system, including preventative and predictive maintenance, for all installed equipment and each major component, g . Contact information for local service companies as well as instructions for replacement of all installed equipment and each major component, h . Contact information for local contractors capable of performing emergency repairs, and 1. Contact information for regulatory and other agencies. 9 . After the Innovative System ·has been in us e for one (1) year the Permittee or a designee must submit a comprehensive operator-training program to be approved by the Divisi on. 10. Upon review of these documents the Division maintains the right to reconsider the Innovative s~~ste m fo r c ontinued approval. Permit AWI820615 19 February 21 , 2012 -. 11 . The Division may require any monitoring (including but not limited to groundwater, surface water, animal waste, sludge, soil and plant tissue) necessary to determine the source, quantity, quality, and effect of any waste upon the Waters of the State. Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Environmental Management Commission (Commission) requirements. 12 . Failure to abide by the conditions and limitations contained in this Permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143 -2 15.6A-6C ~nd may include the requirement to obtain additi9nal treatment or storage units :llid/,x addit io n of hm d a ppli cn ti ou s i f es , :liid/cr the m o difi co tio n of the Innova tive and /or Existing Syste ms. 13. The is s uance of this Permit does not excuse the Permittee from the obligation to comply with all applicable statutes, rules, regulation s, or ordinances (local, state, and federal). 14 . Should the Permittee desire to abandon the Innovative System in accordance with !SA NCAC 02T .1309, a "closure plari" must be submitted to the Division. The closure plan must inClude recommendations by a Professional Engineer for the removal of all equipment associated with the Innovative System so as not to create any discharge from the Innovative System or the previously existing wastewater treatment system, and so as to not compromise the Existing System in any way. No equipment shall be removed without prior approval from the Division. 15. This Permit shall become voided unless the Facility is constructed in accordance with the conditions of this Permit, the approved plans and specifications, and other supporting data. 16. This Permit is effective only with respect to the nature and volume of wastes described in this Permit for the Tyndall Hog & Chicken Farm, Inc .. Any proposed modification to an animal waste management system shall require approval from the Division prior to construction. l7. This Permit is not automatically tran s ferable. In the cYcnt there is a desire for th e Facility to cha n.1.1,c ow:1 crsh in , or the re is H name c han ge of the Permit!ee. a formal permit requ es t mu s t be tn.uJ:::! U ... ~.: ~--J "'~. --L.': , j ,:,;i.J il (!~ ~·-(,;.;; L ;~l :: ... ...: L :' . .. . _; j ?~ !_;, -.••• \ ;~-<, : · .... , •,l •_'v~ i :·.:.d . f !,t J (_ • t l ! •. ~!~. •,. ·. i' .. .'~ :~...~. invol ved, and other s upporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 18 . A set of as-built plans and specifications for the subject project mus t be retained by the Permittee for the life ofthe project. · - I 9 . The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the reques t, the Commission will review the adequacy of the Facility described therein, and if warranted, will extend the Pennit for s uc h period oftime and under such conditions and limitations as it may deem appropriate . 20. The is suance of this Permit does not prohibit the Divi sion from reopening and modifying the Permit, revoking and reissuing the Permit, or terminating the Permit as allowed by the appropriate laws, rules, and regulations. Permit AWI820615 20 February 21, 2012 -21 . -Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that the performance standards of G.S. § 143- 215.1 O.I. are met prior to restocking of the facility. VII. PENAL TIES l. Failure to abide by the conditions and limitations contained in this Permit~ the fa c ility's Best Management Plan ; the facility's CA WMP;_and/or applicable state law; may subject the P~nnittee t(J aH L:ufo rccmc u t action by lilt: Division in clud ing bul not limited to the modific at ioa o r th e animal waste management system, civil penalties, criminal penalties and i11junctive relief 2. The Permittee must comply with all conditions of this Permit. Any permit noncompliance constitutes a violation of state law and is grounds for enforcement action; for permit coverage termin ation, revocation and reissuance, or modification; or denial of a permit coverage renewal application._ 3. It shall not be a defense fo r a Permittee in an enforcement action to claim that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this Permit. VIII. DEFINITIONS 25-year, 24-hour rainfall or storm event means the maximum 24-hour precipitation event with a _probable recurrence interval of once in 25 years, as defined by the National Weather Service in Technical Paper Number 40, "Rainfall Frequency Atlas -of the United States," May 1961, and subsequent amendments, or equivalent regional or state rainfall probability infonnation developed therefrom. Agronomic rates means the amount of animal waste and/or other nutrient sources to be applied to lands as o utlin ed in NRCS NC Conservation Pm ct!cc Stand:J rd s No. 590 "Nu trient Managem ent" an d No . 633 "Waste Utilization" or as rccommendt!d by th e NCDA&CS and the Norlh Carolina Cooperative Fxh~n ;;ir,q s ,;r v i ("·: ;Jl t he f inw o f c:e r1 ifi c ~!!'H1 ,,f i.h e ;'\ni m:~l W a!'fC M nna~cmeni Pla n by the <lpprorri:ttc ~tnUieJ k~ti lli ..:a: ;;J.h.:ciaii:><. Amendment to theCA WMP means a change and/or addition to a part(s) of the plan, and requires that the change and/or addition adhere to current applicable standards. The following are examples of amendments to the CA WMP: • In an existing CA WMP, a change in crops and/or cropping pattern that utilizes 25% or less of theN ge nerated is considered a plan amendment. Additional acreage needed to facilitate the change in crops and/or cropping pattern is permi ss ible and considered part of the am endment. • The addition of winter crops and/or interseeded perennial crops are considered amendments to an existing CA WMP when the operation does not require additional acreage and/or crops for N utilization , and does not exceed the 25% criteria stated abov e. - • When a CA WMP cannot meet N utilization requirements due to land lo st to irrigation inefficiency (--'> -:J-1-' ","(·•··.!! 1 ·!;:J '•:-;"·'·:~-~];":' fht> (' ,-\. \V~.'ff> !:l~'.' ~(' nn :':'~~~d j ;' ;:~r r(',!<:P [!\'(l ;j(l r!e-:l C re ~~C' a nrl f0r change the crop for N utilizati o n. This is th e only exception t o the 25% N criteria tor plan revis ion. Permit AWI820615 21 February 21, 2012 • Inclusions of emergency action · plans, and insect, odor and mortality checklists are considered CA WMP amendments. • lncluding additional acreage for land application beyond what is required in the existing CA WMP is considered a plan amendment. Animal feeding operation means a Jot or facility (other than an aquatic animal production facility) where the following conditions are met: (i) animals (other than aquatic animals) have been, are, or will be stabled or confined and fed or maintained for a total offorty five (45) days or more in any twelve ( 12) month period, and (ii) crops, vegetal ion, forage growth, or post-ha rv~sl r~s idue;:, arc n o t sus tainc::d iu :he normal growing season over any p011ion of th e lot or facility. Two or more animal feeding operations under common ownership are considered to be a single animal feeding operation if they adjoin each other, or if they use a common area or system for the disposal of wastes. Certification means technical specialist certification of theCA WMP in accordance with the requirements of !SA NCAC 02T .1304. ,It is unrelated to terms "Annual Certification" as used in Condition 111.20 of this Permit, and the "No Discharge Certification Option" allowed by the November 2008 EPA CAFO Rule. Ditch means any man made channel for the purpose of moving water off a site to the surface waters. Excessive Ponding means any area of the application field where visible liquid waste is ponded on the surface of the land application site more than four ( 4) hours following the application of waste. Excessive pending also means any areas where the pending of waste has resulted in crop failure . Groundwaters mean any subsurface waters, as defined in 15A NCAC 2L .0102. Land application means the application of wastewater and/or waste solids onto or incorporation into the soil. Majo1· t:bangcs to th e CA WMP m eans c han ges in the. number of animal s , type of operation (feeder to finish to wean to feeder), retrofit of a la g oon , installatio n of a new irrigation sy ste m, and similar type rk1n~r;·~ l·:cc·e:t:flc:Jt in:l i -; nul y require(! f.v m :1ic)r ch:~~;~e s to the: r.,'. W!\~1'. !\·1;:ior c hn np.,cs to a f11 cilif y J11USt 1lfSl l>!.: approved by uw~. "j ii1: u.:w L/> \\' ;yj i. d.Ji•~ Lll\.: 1..<.:1 t lil (:i:l i U ll .>il:id Lh, ..:>L:t •l <ilil •..:cl \\'!(:, ;l f·.-j.s~~l that the COC be amended to reflect the changes. The facility may not make the changes until a new or amended COC has been issued. Revision to the CA WMP means a change to an entire CA WMP to meet current applicable standards. A CA WMP must be revised if the operation cannot utilize all N nitrogen generated by the animal production in accordance with the existing CA WMP, except for the specific conditions noted in the CA WMP amendment criteria as previously defined. For an existing CA WMP, a change in crops and/or cropping pattern that utilizes more than 25% of theN generated by the operation is considered a plan revision. Any change to an existing CA WMP, whether an amendment or revisio n, must be signed and dated by both the producer and a technical specialist for the new CA WMP to be valid. A revi s ion of the CA WMP does not · require recertification. State Waters m eans all surface waters, wet lands, groundwaters and waters of the United States located in the State. Permit AWI82Q615 22 February 21, 2012 Surface Waters means any stream, river, brook, s wamp , lake, sound , tidal estuary, bay, creek, reservoir, waterway, or other surface body or surface accumulation of water, whether public or private, or natural or artificial, that is contained in, flows through, or borders upon any portion of the State ofNorth Carolina, including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any additional Waters of the United States which are located in the State. Waste means manure, animal waste, process wastewater and/or sludge generated at an animal feeding operation. \V<:tiand::; nH.:ans areas tl1 al arc· iuunda!.z-d or sa tu rated by a n accunnil ;!ti c'il of s mf.1 ce or gr o undwate r at a frequency and duration sufficient to support, and under normal circumstanc es do support a prevalen ce of vegetation typically adapted for I iie in saturated so il conditions, as defined in 15A NCAC 28 .0202. · Permit issued this the 21st day of February , 2012. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Charles Wakild, Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. A Wl820615 Permit AWI820615 23 February 21, 2012 i • .. ..,. .... AVA HCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Governor Coleen H. Sullins Director Dee Freeman Secretary CERTIFIED MAIL RETURN RECEIPT REQUESTED 7006 2150 0003 5467 4019 William and Becky Tyndall Tyndall Hog & Chicken Fann, Inc . 333 Cedar Lake Lane Clinton, NC 28328 Dear Mr. and Mrs. Tyndall: Subject: August 6, 2009 Additional Infonnation Request Application No. AWI820615 Tyndall Hog & Chicken Farm, Inc. Sampson County The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section has reviewed the subject pennit application received May 15 , 2009. Additional infonnation is required before we may continue our review. Please address the following items and respond in writing within thirty (30) days of receipt. 1. Provide a certification of the new animal waste management system. 2. Compliance with odor requirements as defined in ISA NCAC 02D .1808 is detennined at the property boundary. Please provide a copy of the county GIS map indicating all property boundaries and the existing/proposed facility location. 3. The Design Documentation-EST Requirements Item I.A. states ''the lagoon structure built to NRCS specifications is grandfathered under pre 2009 rules". This is incorrect. If the existing lagoon is designed and constructed to current NRCS standards (clay liner with hydraulic conductivity of 1.25x I 0-6 em/sec or less) 'and the new treatment system satisfies nutrient removal criteria defined in the Smithfield Agreement Study, then this may qualify as an alternative design criteria to the synthetic liner requirement of ISA NCAC 02T .1307. Please provide documentation to this effect for consideration of use of the existing lagoon. 4. Con finn that all components of the new waste treatment system will be more than 100 ft from the well. (Please provide scale on diagram on design sheet SO-l as well) 5. It is unclear if the footprint for the new treatment system will overlap one of the irrigation pulls . Please show location of new system on Wettable Acres map . 6. The existing Waste Utilization Plan (WUP) shows a PAN requirement of 13,524 lb , while the Super Soils PAN Calculations sheet shows a pre-treatment PAN of 24,792 lb . Does this 24,792 lb represent the PAN for as-excreted waste? N~carotina ;vaturall!f Aquifer Protection Section Internet: www.ncwaterqyal izy .org 1636 Mail Service Center Location : 2728 Capital Boulevard Raleigh, NC 27699-1636 Raleigh, N C 27604 Telephone: (919) 733-3221 Fax 1: (919) 7 15 -0588 Fax 2: An Equal Oppoltunity/Affirmative Action Employer-50% Recyded/10% Post Consumer Paper Customer Service: (919) 715-6048 (877) 623-6748 Tyndall Letter -A Wl820615 August 6 , 2009 Page 2 7. Will the Homogenization Tank, Separated-Water Tank, De-Nitrification Tank, Nitrification Tank, and Clean-Water Tank all be identical/same size? The same design infonnation was provided for all five tanks. 8 . The attached letter from the Division of Air Quality dated July 20, 2009 addresses the additional information needed to satisfy their requirements. Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and regulations . Any oversights that occurred in the review of the subject application package are still the responsibility of the applicant. In addition, any omissions made in responding to the above items shall result in future requests for additional information. Please reference the subject application number when providing the requested information. All revised and/or additional documentation shall be signed, sealed and dated, with three (3) copies submitted to my attention at the address below. (Two copies for Division of Water Quality and one for Division of Air Quality.) Failure to provide this additional information on or before the above requested date may result in your application being returned as incomplete. If you have any questions regarding this letter, please feel free to contact me at (919) 715-6627 . Sincerely, ~~0!3i2ctd Christine D. Blanton Animal Feeding Operations Unit Enclosure cc: Fayetteville Regional Office, Aquifer Protection Section Sampson County Soil and Water C onservation District Ray Campbell, Super Soils Systems USA Division of Air Quality -Gary Saunders APS Files-A W1820615 ., · .. 't ( Beverly Eaves Purdue Governor North Carolina Department of Environment and Natural Resources Division of Air Quality B. Keith Overcash, P.r-.E--.......,--~".:"-'"---""--.. Director RECEIVED July 20, 2009 AU6 f 0 2II!J William & Becky Tyndall OENR-FAVETTFv1U.E REGIONA!.OFRCE Tyndall Hog & Chicken Farm, Inc 333 Cedar Lake Lane Clinton, NC 28328 Subject: Best Management Plan for Animal Operations DWQ Application No. AW1820615 Tyndall Hog.& Chicken Farm, INC Sampson County Dear Mr. Tyndall: Dee Freeman Secretary The Division of Water Quality (DWQ) forwarded a copy of your recent permit application for your lagoon conversion to the Division of Air Quality (DAQ) for review and determination of applicable regulations. Under the regulations in ISA NCAC 2D.1802 (1), new and modified farms (expanding production ) are required to have an approved Best Management Plan for Animal Operations prior to construction or modification. This letter summarizes the requirements for the plan . The elements of a Best Management Plan are specified in 15A NCAC 2D.1803. 1 5A NCAC 02D .1803 BEST MANAGEMENT PLANS FOR ANIMAL OPERATIONS (a) Contents of a best management plan. The best management plan for animal operations shall: (1) identify the name, location, and owner of the animal operation ; (2) identify the name, title, address, and telephone number of the person filing the plan; (3) identify the sources of odor within the animal operation ; (4) describe how odor will be controlled from: (A) the animal houses; (B) the animal wastewater lagoon, if used; (C) the animal wastewater application lands, if used; (D) waste conveyances and temporary accumulation points; and (E) other possible sources of odor within the animal operation; (5) contain a diagram showing all structures and lagoons at the animal operation, forced air directions, and approximate distances to structures or groups of structures within 3000 feet ofthe property line of the animal operation; a recent or updated aerial photograph ma y be submitted in place of a diagram provided the items required under this Subparagraph of this Rule are shown; (6) for existing animal operations, contain a schedule not to exceed six months by which the plan will be implemented (a new animal operation is to have and be in compliance with it s best management plan when it begins operation); for an amended best management pl an, th e implementation schedule shall not exceed six months; Technical Services Section 1641 Mail Service Center, Raleigh, North Carolina 27699-1641 2728 Caprtal Blvd., Raleigh, NC 27604 Phone: 919-733-1728/ FAX 919-733-1812/lnternel: www.ncair.org An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper One . NorthCarohna /Vatura!!y William & Becky Tyndall Letter July 20, 2009 Page 2 (7) describe how the plan will be implemented, including trainin g of personnel ; (8) describe inspection and maintenance procedures; and (9) describe methods of monitoring and recordkeeping to veri fy complian ce with the plan. Many of these elements have been provided in your DWQ permit application. How ever, so me addi t ional information is required to meet the DAQ requirements. These elements are highlighted bel ow and reference the numbered P.aragrap_hs from the regulation. ~u~ ~· t t!tJ~ • To meet the requirements of Paragraph 5 of the regulations, please pro vide information on the direction of forced air ventilation on the drawings. It appears that the fan s e x haust to the EN E. Is this correct? • To meet the requirements of Paragraph 7 of the regulations , please prov ide a brief narrati ve on personnel training for the operation of the Super Soils system being used. • To meet the requirements of Paragraph 8 of the regulations, prov ide a brief narrative on the inspection and maintenance procedures, and • To meet the requirements of Paragraph 9, please provide a brief description o f the monitorin g and recordkeeping. The odor limitations of ISA NCAC 20.1808 will apply at the property boundary. In responding to this letter, you may request that the DAQ consider the additional infonnati on in combination with the DWQ permit application as fulfiJiing the requirements for a Best Management Plan. Alternatively, you may provide a separate and stand-alone document that incorpo rates all th e elements listed above. If you have any questions concerning this matter, please feel free to contac t me at (91 9)7 33-1 4 9 7 or v ia email at gary.saunders@ncdenr.gov. Sincerely, Gary L. Saunders Stationary Source Compliance Branch Cc: Steve Vozzo (FRO) Ray Campbell, Super Soils Systems USA NA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality • Bever1y Eaves Perdue Governor Coleen H. Sullins Director Dee Freeman Secretary November 24, 201 0 REc r:· .~~=-' .:...,...l.:-J William and Becky Tyndall Tyndall Hog & Chicken Farm , Inc. 333 Cedar Lake Lane Clinton, NC 28328 NOV 2 9 2010 DENR-fAYEITEVILLE REGIONAL OFACE Subject: Permit No. A W1820615 Dear Mr. and Mrs. Tyndall: Tyndall Hog & Chicken Fann, Inc. Innovative Animal Waste Management System Sampson County In accordance with your permit modification request received September 1, 20 I 0, we are forwarding herewith Permit No. AWI820615 issued to William and Becky Tyndall, authorizing the construction and operation of an Innovative Animal Waste Treatment System for the Tyndall Hog & Chicken Farm, Inc., located in Sampson County. The innovative treatment system shall serve as the treatment system for the entire animal waste stream for the 5880 Feeder to Finish swine operation as permitted by A WS8206.J 5 . Any increase in flow or increase in stocked animals above the listed values in this Permit will require a modification to this Permit and shall be completed prior to actual increase in either flow or number of animals. The Permit shall be effective from the date of issuance until October 31, 2014 and replaces Permit number A WJ820615 issued on November 23 , 2009 . The Permit shall be subject to the conditions and limitations as specified therein. Please pay particular attention to the record keeping and monitoring requirements in this Permit. Failure to establish an adequate system for collecting and maintaining the required operational information will . result in future . compliance problems. This Pennit is issued in conjunction<with COC No. A WS820615 and shall be maintained as long a s the Innovative System is in use. The existing FaciUty must ·maintain compliance with all conditions and reqnirements of COC No. A WS82061S. In accordance with ·lSA N CAC 02T .1309 and upon approval by the Division, this Permit may be rescinded and the Facility may retain coverage under COC No. A WS820615 . You are subject to the conditions of this permit until the closure of all waste storage basins and the rescission of this permit. You must submit a letter to the Division of Water Quality to request rescission of the Permit by providing documentation of closure of all containment basins. If any parts, requirements, or limitations contained in this Permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this pennit. This request must be in the form of a written petition, conforming to C hapter 1508 of the North Carolina General Statutes, and filed w ith the Office of Administrative He arings, 67 14 Mail Service Center, Raleigh , N C 27699-6714. Unless such demands are made, this Permit shall be final and binding. 1636 MaU Service Center, Raleigh , NOI1h Carolina 27699-1636 Location: 2728 Capital Blvd ., Raleigh , North Ca rolina 27604 Phone : 919-733-3221 \FAX: 91S.71~ \Customer Se!vice: 1~77 ~23-6748 lntemet www .ncwate rquality.org All Equa Opportunity I Affinna!ive Action Employer N~rth Carolina ;Naturnll!f • If your Waste Utilization Plan (WUP) has been developed based on site-specific information , careful evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate you will need to have a new WUP developed. Per 15A NCAC 02D Section .1800, compliance with respect to odor shall be determined at the property boundary. The attached letter from the Division of Air Quality (DAQ) dated November 22, 2010 details compliance with respect to methodology for meeting odor regulatory requirements. The DAQ letter dated October 20, 2009 is still applicable with respect to implementation of your Best Management Plan. The issuance of this Permit does not excuse the Permittee from the obligation to comply with all applicable laws, rules, standards, and ordinances (local, state, or federal) nor convey any property rights in either real or personal property. Per lSA NCAC 2T. Olll(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-ft 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 Permit may result in revocation of this Permit or penalties in accordance with NCGS 143-215.6A through 143-215.6C, the Clean Water Act, and 40 CFR 122.41 , including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under this Permit after the expiration date ofthis Permit, an application for renewal must be filed at least 180 days prior to expiration. This Permit is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name ~hange or change in ownership. This facility is located in a county cov~red by our Fayetteville Regional Office . The Regional Office Aquifer Protection Staff may be reached at. (910) 433 -3300. If you need additional information concerning this Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-3221. Sincerely, forColeen H. Sullins Enclosures cc: Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section Gary Saunders, Division of Air Quality Dr. Ray Campbell, Terra Blue, Inc., 3013 Campbell Rd, Raleigh, NC 27606 Prestage Farms, Inc. APS Central Files (Permit File A WI8206l5) AFO Notebooks Permit AWI820615 2 November 24, 2010 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES INDIVIDUAL SWINE ANIMAL WASTE MANAGEMENT SYSTEM PERMIT In accordance with the provisions of Anicle 21 of Chapter 143, General Statutes ofNortb Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO William and Becky Tyndall Sampson County FOR THE continued operation of an Animal Waste· Management System (Existing System) as was approved in accordance with Certificate of Coverage (COC) No. AWS820615 to serve 5 ,8 80 Feeder to Finish swine operation and construction and operation of an Innovative Animal Waste Management System (Innovative System) referred to as the Terra Blue Environmentally Superior Technology (formerly known as the Super Soil Environmentally Superior Technology) consisting of a 36-ft dia. x 15 ft deep homogenization tank, a 36-ft dia. x 15 ft deep separated water tank, a 28-ft dia. x 15ft deep denitrification tank, a 28-ft dia. x 15 ft deep nitrification (aeration) tank, a 17-ft dia. x 15ft deep "c]ean water" storage tank, a 14-ft x 10-ft cone-bottomed activated sludge settling tank, a 14-ft x 1O-ft cone-bott~med calcium phosphate settling tank, a 8-ft dia. x 12-ft deep lift station, the Terra Blue Systems Solids Removal System including polymer storage tanks, one existing earthen lined struct ure for treated irrigation water storage/emergency overflow, and all necessary pipes, pumps, alarms , controls, and appurtenances to serve 5 ,880 Feeder-to-Finish swine, with no discharge of wastes to surface waters, in conformity with the project plan, specifications, and other supponing data subsequently filed and approved by_ the Department of Environment and Natural Resources (DENR) and considered a pan ofthis Permit. The Innovative System will be connected to and functionally replace the use of lagoons as the waste treatment system at this Facility. Bypass of the Innovative System is prohibited; all wastes shall be treated by the Innovative System before reaching the earthen storage structures. The existing lagoon structure shall be properly maintained. This Permit shall be effective from the date of issuance until October 31 , 2014 and shall be subject to the following specified conditions and limitations. Permit AWI820615 3 November 24 , 2010 I. PERFORMANCE STANDARDS 1 . The animal waste collection, treannent, storage and land application system permitted under this Permit shall be effectively maintained and operated as a non-discharge system to prevent the discharge of pollutants to surface waters, wetlands, or ditches. Waste shall not reach surface waters or wetlands by runoff, drift, manmade conveyance, direct application, direct discharge, or through ditches, terraces, or grassed waterways not otherwise classified as state waters. Application of waste to terraces and grassed waterways is acceptable as long as it is applied in accordance with Natural Resources Conservation Service (NRCS) Standards and does not result ·in a discharge of waste to surface waters or wetlands. Facilities must be design~d, constructed, operated, and maintained to contain all waste plus runoff from a 25-year, 24-hour rainfall event for the location of the facilit y. If the Permitee is in compliance with this Permit and the facility's Certified Animal Waste Management Plan (CA WMP), and unintentionally discharges as a result of a storm event greater than the 25-year, 24-hour storm, the Facility will not be considered to be in violation of this Permit. 2 . This Permit does not allow the Permittee to cause a violation of any of the water quality standards established pursuant to Title lSA, Subchapter 2B of the North Carolina Administrative Code and Title l5A, Subchapter 2L of the North Carolina Administrative Code. 3 . The facility's CA WMP, Best Management Plan, and Operation and Maintenance Plan are hereby incorporated by reference into this Permit. The above referenced plans must be consistent with all applicable laws, rules, ordinances, and standar~s (federal, state and local) in effect at the time of siting, design and certification of the facility. The Permittee must assess and record, on an ongoing . basis, the effectiveness of the implementation of the CA WMP. The Permittee must make "major changes," "revisions," or "amendments" to the CA WMP, as defmed in Section VIII , "Definitions," of this Permit, in order to address any changes needed to maintain compliance this Permit. "Major changes," "revisions," and "amendments" to the CA WMP must be documented, dated, and included as part of the CA WMP. "Major changes " and "revisions" to the CA WMP shall be submitted to the appropriate Division of Water Quality (Division) Regional Office within thirty (30) calendar days of the "major change" or "revision." "Amendments" are not required to be submitted to the Division Regional Office unless specifically requested by the Division. If field, riser or pull numbers are changed, an explanation shall also be submitted and include a description of how the new numbers relate to the old numbers. Any violation of the CAWMP, the Best Management Plan, or the Operation and Maintenance Plan, shall be considered a violation of this Permit and subject to enforcement actions. A violation of this Permit may result in the Permittee having to take immediate or long-term corrective action(s) as required by the Division. These actions may include but are not limited to : modifying the CA WMP ; ceasing land application of waste; removing animals from the facility; or the Permit being reopened and modified, revoked and reissued, and/or terminated. 4 . A violation of this Permit may result in the Permittee having to take immediate or long term corrective action(s) as required by the Division. These actions may include ceasing use of the Innovative System, modifying operation of the Innovative System, modifying the WUP, ceasing land application of waste, or removing animals from the Facility. Permit AWI820615 4 November 24, 2010 5. Jbis Facility may not be expanded above the capacity shown in this Permit until a new permit reflecting the expansion has been issued. Any proposed increase or modification to the annual average design capacity from that authorized by this Permit will require a modification to the CA WMP and the Permit prior to modification of the facility. All new and expanding operations must demonstrate that waste management system will satisfy the requirements of G.S. §143- 215.10.1. No collection, treatment or storage facilities may be constructed in a 100-year flood plain. 6. G.S. §143-215.10.1 requires the Facility covered by this Permit satisfy the performance criteria as prescribed in 15A NCAC 01T .1307-.1309 and 15A NCAC 020 .1808. a. Facility must substantially reduce ammonia emissions. 1. The combined ammonia emissions from swine waste treatment and storage structures may not exceed an annual average of 0 .2 kg NH 3-N/week/1 ,000 kg of steady state live weight (SSLW) or 72.2 kg NH~-N/week for this facility. ii. Ammonia emissions from land application sites shall not ex~eed an annual average of 0 .1 kg NH3 -N/week/1 ,000 kg of SSLW or 72.2 kg NH 3-N/week for this facility. iii . Total ammonia emissions from the swine farm must not exceed an annual average of 0 .9 kg NH 3 -N/weekll ,000 kg of SSLW or 325 kg NHrN/week for this facility. b. Compliance and monitoring with respect to odor intensity levels at the property boundary shall be evaluated at both upwind and downwind locations using one of the following: 1. Use an Odor Intensity Referencing Scale (OIRS) as spe~ified in ASTM 544-99. All instantaneous observed levels shall be less than the equivalent of 225 parts per million n-butanol. The average of 30 consecutive observations conducted over a minimum of 30 minutes shall be less than the equivalent of 75 parts ~r million n- butanol with a minimum of four ( 4) observations of the 30 less than or equal to the equivalent of 25 parts per million n-butanol. The Permittee shall document monitoring locations on a site map, indicating prevailing wind direction, for each monitoring event. u. Use a field olfactometry method and instrumentation. The measured dilution-to- threshold ratio shall be less than or equal to 7:1 as determined using the manufacturer's instrument procedures and instructions. The Permittee shall document monitoring locations on a site map, indicating prevailing wind direction, for each monitoring event . iii. In accordance with 15A NCAC 02Q .0317, compliance with the odor limitations may be demonstrated by BOD5 sampling as described in Condition ill.5. The BOD5 concentration for any effluent sample required by Condition Ill.5 to demonstrate compliance with the odor limitations shall not exceed 150 mg/L. Any exceedance shall be considered a violation of the odor control requirements of Condition 1.6.b and 15A NCAC 020.1808. c. Facility must substantially eliminate the release of disease-transmitting vectors and airborne pathogens by meeting the following: 1. Fecal coliform concentrations in the final liquid effluent shall not exceed an annual average of7,000 Most Probable Nurnber/100 mL . Permit AWI820615 5 November 24, 2010 n. Separated solids and biological,residuals that are to be land applied on-site shall meet the vector attraction reduction requirements in 15A NCAC 02T .1107. m. The system shall meet the pathogen reduction requirements in 15A NCAC 021 .1106 for Class A biosolids that are to be land applied on-site pursuant to .11 06( a)( 1) or for Class B biosolids that are to be otherwise land applied on-site. IV. Separated solids that are removed to the Terra Blue, Inc composting facility shall be treated in accordance with the permit for that facility. 7. The Pennittee shall conduct an evaluation of the facility and its CA WMP to determine the facility's ability to comply with the NRCS nutrient management standard as it relates to phosphorous within six (6) months of issuance of this Permit. The evaluation must be documented on forms supplied by or approved by the Division and must be submitted to the Division. The Permittee may submit documentation from a previous evaluation if performed within five (5) years of the issuance of this Permit. All fields with a "HIGH" phosphorous-loss assessment rating shall have land application rates that do not exceed the established crop removal rate for phosphorous. There shall be no waste application on fields with a "VERY HIGH" phosphorous-loss assessment rating. 8. A copy of this Permit, the WUP(s), approved design documents, as-built specifications, operation and maintenance plan, and all certification forms shall be readily available at the Facility (stored at places such as the farm residence, office, outbuildings, etc.) where animal waste management activities are being conducted for the life of this Permit. These documents shall be kept in good condition and records shall be maintained in an orderly fashion . 9. Upon completion of construction and prior to operation of the Innovative System, as-built plans and specifications and the certification, signed and sealed by a Professional Engineer, must be submitted certifying that the permitted Facility has been installed in accordance with this Permit, and best engineering practices. Mail the attached Engineer's Certification form to the Animal Feeding Operations Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636. 10. The Fayetteville Regional Office, telephone (91 0) 433-3300, shall be notified at least forty-eight ( 48) hours in advance of operation of the installed/modified Innovative System so that an in-place inspection can be made. Such notification to the Regional Supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00p.m. on Monday through Friday, excluding State Holidays. 11. The Innovative System including the spray irrigation system shall be effectively maintained and operated at all times so that there is no discharge to surface waters or any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the Innovative System fails to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that may be required by the Division. 12. The following buffers shall be maintained when constructing the Innovative System: a. 100 feet between wastewater treatment units and any wells, and b. 50 feet between wastewater treatment units and property lines. Permit AWI820615 6 November 24, 2010 Animal waste shall not be applied within 100 feet of any well with the exception of monitoring wells. The allowable distance to monitoring wells shall be established on a case-by-case basis by the Division . II. OPERATION AND MAINTENANCE REQUIREMENTS 1. The collection, treatment, and storage units and the land application equipment and fields shall be properly operated and maintained at all times. 2. A vegetative cover shall be maintained as specified in the facility's CA WMP on all land application fields and buffers in accordance with the CA WMP. No waste shall be applied upon areas not included in the CA WMP or upon areas where the crop is insufficient for nutrient utilization. However, if the CA WMP allows, then waste may be applied up to thirty (30) days prior to planting or breaking dormancy. 3. Soil pH on all land . application fields must be maintained m the optimum range for crop production. 4. Land application rates shall be in accordance with the CA WMP. In no case shall land application rates exceed the agronomic rate of the nutrient of concern for the receiving crop. 5. In no case shall land application rates result in excessive ponding or any runoff during any given application event. · 6. Animal waste shall not be directly applied onto crops for direct human consumption that do not undergo further processing (e.g., strawberries, melons, lettuce, cabbage, apples, etc .) at any time during the growing season, or in the case of fruit bearing trees, following breaking dormancy. Application of animal wastes shall not occur within thirty (30) days of the harvesting of fiber and food crops for direct human consumption that undergoes further processing. 7. If manure or sludges are applied on conventionally tilled bare soil, the waste shall be incorporated into the soil within two (2) days after application on the land, or prior to the next rainfall event, whichever occurs first. This requirement does not apply to no-till fields , pastUres , or fields where crops are actively growing. 8. No material other than animal wastes of the type generated on this facility shall be disposed of in the animal waste collection, treatment , storage , or application systems. This includes but is not limited to pesticides, toxic chemicals and petroleum products . 9. Domestic and/or industrial wastewater from showers, toilets , sinks, etc. shall not be discharged into the animal waste collection, treatment , and storage and application system. Washdown of stock trailers owned by and used to transport animals to and from this Facility onl y will be permissible as long as the system can accommodate the additional volume. Only those cleaning agents and soaps that are EPA approved according to their label , will not harm the cover crop, and will not contravene the groundwater standards listed in 15A NCAC 2L may be utilized in facilities covered by this Permit. Instruction label s are to be followed when using cleaning agents and soaps. Permit AW1820615 7 November 24 , 2010 10. Disposal of dead animals resulting from normal mortality rates associated with the facility shall be done in accordance with the facility 's CAWMP and the North Carolina Department of Agriculture and Consumer Services (NCDA&CS) Veterinary Division's Statutes and regulations. Disposal of dead animals whose numbers exceed normal mortality rates associated with the facility shall also be done in accordance with the facility 's CAWMP and NCDA&CS Veterinary Division's Statutes and regulations provided that: 1) burial of such animals shall be done in consultation with the State Veterinarian of the NCDA&CS Veterinary Division 's Statutes and in compliance with NCDA&CS regulations; 2) all such burial sites must be mapped, and the dates and numbers of the animals buried by species and type must be recorded; and 3) the map is submitted to the appropriate Regional Office Aquifer Protection Section within fifteen (15) calendar days of burial . In the event of a state of emergency declared by the Governor, disposal of dead animals shall be done in accordance with requirements and guidelines dictated by the State Veterinarian according G.S. §106-339.4. The Division may require groundwater monitoring when there is massive burial of animals. All burial sites of such animals must be mapped, and the dates and numbers of the animals buried by species and type must be . recorded. 11 . Unless accounted for in temporary storage volume, all uncontaminated runoff from the surrounding property and buildings shall be diverted away from the animal waste system, including but not limited to lagoons, storage ponds, sludge treatment or containment areas, and/or open storage structures to prevent any unnecessary addition to the liquid volume in the structures. 12. A protective vegetative cover shall be established and maintained on all earthen basin embankments (outside toe of embankment to maximum pumping elevation), benns, pipe runs, erosion control areas , and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 13. The residuals generated from this Facility must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. When removal of sludge from the treatment units is necessary, provisions must be taken to prevent damage to any dikes and liners. If separated solids or residuals from the other treatment units are accumulated faster than predicted, and it is determined that designed treatment, storage and disposal methods are insufficient, the Permittee will immediately deactivate the Innovative System, ceasing the generation of solids, until adequate solids storage and/or removal can be designed, approved, and constructed. 14. All treatment units shall be kept free of foreign debris including, but not limited to, tires, bottles, light bulbs, gloves, syringes or any other solid waste. 15. The facility must have at least one of the following items at all times: (a) adequate animal waste application and handling equipment, (b) a lease, or other written agreement, for the use of the necessary equipment, or (c) a contract with a third party applicator capable of providing adequate waste application. Permit AWI820615 8 November 24, 2010 16. The Permittee shall designate a cenified animal waste management system operator with a valid certification to be in charge of the animal waste management system. The waste management system shall be operated by the Operator in Charge (OIC) or a person under the OIC 's supervision. 17. In accordance with 15A NCAC 8F .0203(2)(2), the OIC or a designated back-up OIC of a Type A Animal Waste Management System shall inspect, or a person under the supervision of an OJC or designated back-up OIC shall inspect, the land application site as often as necessary to insure that the animal waste is land applied in accordance with the CA WMP . In no case shall the time between inspections be more than 120 minutes during the application of waSte. A record of each inspection shall be recorded on forms supplied by, or approved by, the Division and shall include the date, time, sprayfield number and riame of the operator for each inspection. Inspection shall include but not be limited to visual observation of application equipment, spray fields, subsurface drain outlets, ditches, and drainage ways for any discharge of waste . The Permittee may assert as an affirmative defense in any enforcement action alleging noncompliance with the requirements imposed in this condition that such noncompliance was due to circumstances beyond the Permittee's control. A notation shall be made on the form indicating the inspection affected by such circumstance and an explanation setting forth the circumstances claimed to have been beyond the Permittee's control shall be submitted with the form. 18. The Director may require any permittee to install and operate flow meters with flow totalizers based on the facility's violations and/or incomplete or incorrect record keeping events. 19. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist to reach surface waters or wetlands or cross property lines or field boundaries. 20. The Permittee shall maintain buffer strips or·other equivalent practices a s specified in the facility 's CA WMP near feedlots, manure storage areas and land application areas. 21. Waste shall not be applied on land that i s flooded, saturated with water, frozen or snow covered at the time of land application. 22 . Land application of waste is prohibited during precipitation events . The Permittee shall consider pending weather conditions in making the decision to land apply waste and shall document the weather conditions at the time of land application on fonns supplied by or approved by the Division. Land applicatiqn of waste shall cease within four (4) hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning, or a Flood Watch associated with a tropical system including a hurricane, tropical storm, or tropical depression for the county in which the permitted facility is locate d. Watches and warnings for Sampson County are posted on the National Weather Service's website located at: www.erh.noaa.gov/er/rah /. Watch and warning information can also b e obta ine d by calling the Raleigh, N C National Weather Service Office that serves Sampson County at (919) 515-8209. The Director ma y require any permittee to install, operate and maintain devices on all irrigation pumps/equipment designed to a utomatically stop irrigation act ivities during precipitation. This decision will be based o n the facility's compliance history for irri gation events . Permit AW182061 5 9 November 24, 2010 23 . 24. 26. 27. 28 . 29. 30. If liquid effluent samples show that additional land will be necessary for application of nitrogen at agronomic rates, the Permittee will take immediate action. This action may include, but may not be limited to, one of the following : a) preparing additional land at the site for land application wastewater or solids, b ) acquiring leased land agreements for land application of wastewater or solids, or c) decrease the animal population to that which creates a balance between nutrients produced and utilization on the existing land application and crops, or d) any other method approved by the Division. Land application activities shall cease on any application site that exceeds a Mehlich 3 Soil Test Index for Copper of greater than 3,000 (108 pounds per acre) or Zinc of greater than 3 ,000 (213 pounds per acre). All waste application equipment must be tested and calibrated at least once e very two years. The results must be documented on forms provided by, or approved by, the Division. Any major structural repairs to the waste management system must have written documentation from an engineer or technical specialist certifying proper design and installation. However, if a piece of equipment is being replaced with a piece of equipment of the identical specifications, no technical specialist approval is necessary (i.e. piping, reels, valves, pumps (if the gallons per minute (gpm) capacity is not being increased or decreased), etc.] unless the replacement involves disturbing the lagoon/storage pond embankment or liner. Crops for which animal waste is land applied must be removed from the land application site and properly managed and utilized unless other management practices are approved in theCA WMP. The WUP shall be modified as needed, based on performance of the Innovative System. If performance is not as predicted, immediate measures such as those listed in Condition ll.23 above will be taken. In the case of interruption or failure of the Innovative System, the Permittee will follow the Emergency Action Plan (EAP) as submitted. Permittee shall install and maintain approved odor control practices as described in the Best Management Plan submitted to the Division and the Division of Air Quality. III. MONITORING AND REPORTING REQillREMENTS 1. Adequate records shall be maintained by the Permittee to track the amount of separated solids that are disposed. These records shall include, but are not necessarily limited to, the followin g information: a. Volume of separated solids generated, and b. Dates and amounts of separated solids removed from the site. Permit AWI820615 10 November 24, 2010 2. The Permittee or a Designee shall inspect the entire Innov ativ e Sy stem wast e collection, treatment, and storage structures and runoff control measures at a frequency to insure proper operation but at least monthly and after all storm events of greater than one (1) inch in 24 hours . The Permittee shall keep an inspection log or summary including a t least the date and time of inspection, observations made, and any maintenance, repairs, o r corrective act ions taken by the Permittee. This log of inspections shall be for a period of five (5) years from the date of the inspection and shall be made available upon request to the Division or other permitting authority . 3 . The Permittee or a designee shall keep a log of all operational changes made to the Innovative System including at least the process parameter that was changed, the date and time of the change, the reason for the change, and all observations made both at the time of the change and subsequently as a result of the change. 4 . A representative Standard Soil Ferti lity Analysis shall be conducted annually on each application site receiving animal waste. The results of these tests shall be maintained on file by the Permittee for a minimum of five (5) years and shall be made available to the Division upon request. 5 . After submission of the Engineer's Certification as required in Condition 1.9 , the Permittee shall conduct waste water analysis for the parameters and a t the frequencies listed in the table below. Quarterly tests shall be conducted once within each of the following windows with at least sixty (60) days between any two sampling events: Quarter 1: Jan-March ; Quarter 2 : April-June; Quarter 3: July-Sept; Quarter 4: Oct-Dec. Influent to Effluent from Parameter Separated Solids Homogenization Phosphorus Tank Settlin~ Tank Flow (gJ>_d) Daily* Quanerly Quarterly Total N Quanerlv Quanerlv Quarterly NH3-N Quarterly Quarterly Quarterlv NOrN/N02-N Quarterlv I Quarterly Quarterl y Total P I Quarterly I Quarterly I Quarterlv % Total Solids l Quanerlv Quarterly I Quarterly C~per Quarterly Quarterly Q uarterly Zinc I Quanerlv Quarterly Q uarterlv pH Quarterlv Quarterl v I Q uarterlv BO D 5 ------I Quanerl v Quarterlv *Keep records as required by Condition III .1 o f this Permi t. Permit AWI820615 11 November 24, 2010 Ammonia emission compliance may be demonstrated through a reported nitrogen mass balance or another analysis approved by the Division. As a minimum, compliance with the ammonia emission standard shall be documented by the following sampling schedule: Parameter Influent to Influent to Settling Tank Separated Water Tank after Nitro2en Treatment Flow (gpd) Quarterly Quarterly Total N Quarterly Quarterly NHJ-N I Quarterly Quarterly NO,-N Quarterly Quarterly If, after two years of compliance monitoring and reporting the treatment system is compliant with l5A NCAC 02T .1307, the Pennittee may either continue the above quarterly liquid sampling for ammonia or directly sample ammonia air emissions from all open air structures annually, with alternating sampling during the summer and winter seasons. 6. After submission of the Engineer's Certification as required in Condition 1.9 , the Permittee shall monitor for odor compliance quarterly using one of ·the three methods outlined in Condition 1.6. Results of monitoring shall be documented and included in the quarterly report corresponding to the sampling date. If, after two years of compliance monitoring and reporting the treatment system is compliant with 15A NCAC .02T .1307, the Permittee may request to reduce odor compliance monitoring to an annual basis, with alternating years having sampling during the ~ummer and winter seasons. 7. All records, including operation, maintenance, and repair records, shall be maintained on site and in chronological and legible form for a minimum of five (5) years by the Permittee. ·These records shall be maintained on forms provided by or approved by the Division and shall be readily available for inspection. 8. A comprehensive report shall be submitted to the Division every six months after initial start -up of the Innovative System. Reports for Quarter 1 and Quarter 2 are due by July 31, and Reports for Quarter 3 and Quarter 4 are due by January 31 . The report shall consist of all records, logs, and reports as required in Permit Conditions IlL I through ID.6. The report shall be submitted to the Animal Feeding Operations Unit, 1636 Mail Service Center, Raleigh, NC 27699-1636 and to the Aquifer Protection Supervisor, Fayetteville Regional Office, 225 Green St., Suite 714, Fayetteville, NC 28301. 9. Monitoring and Recording Freeboard Levels: a . Highly visible waste-level gauges shall be maintained to mark the level of waste in each storage pond that does not gravity feed through a free flowing transfer pipe into a sub sequent structure. The gauge shall have readily visible permanent markings. Permit AWI820615 12 November 24, 2010 The waste level in each structure with a waste level gauge shall be monitored and recorded weekly on forms supplied by or approved by the Division. The Director may require more frequent monitoring and recording of waste levels based on the facility's compliance history for freeboard violations . b. Freeboard violations in any two consecutive years following the issuance of this Permit, or as determined necessary by the Director, shall monitor and record waste levels as follows: In addition to the facility's existing lagoon waste-level gauges, automated lagoon/storage pond waste-level monitors and recorders (monitored and recorded at least hourly) must · · be installed on all treatment and storage structures covered by a COC issued under this Permit to measure and record freeboard. This equipment must be properly maintained and calibrated in a manner consistent with manufacturer's operation and maintenance recommendations. This automated equipment must be in place no later than ninety (90) days following notification from the Director. The Director may determine that installation of automated waste level monitors is not required if the Permittee can demonstrate that preventative measures were taken to avoid the violations and that the violations resulted from conditions beyond the Permittee's control. If an automated level monitor(s) becomes inoperable, the Permittee shall: 1. report the problem by telephone to the appropriate Division Regional Office as soon as possible, but in no case more .than 24 hours following first knowledge of the problem; and, 11. make any needed repairs to the equipment as quickly as possible, and take and record daily waste levels at the same time every day until such time as the automated equipment is placed back into operation. c. The Director may require new or modified waste-level gauges if it is determined that the existing gauges are not adequate to accurately indicate actual waste levels, or the various waste levels required to be maintained by this Permit or the CA WMP. I 0 . Monitoring and Recording Precipitation Event a . Precipitation events at the facility to operate under this Permit shall be monitored and recorded as follows: A rain gauge must be installed at a site that is representative of the weather conditions at the farm 's land application site(s) to measure all precipitation events. The precipitation type and amount must be recorded daily for all precipitation events and maintained on site for review by the Department of Environment and Natural Resources (Department). Daily records do not need to be maintained for those days without precipitation events. b . The Director may require that an automated rain gauge and recorder must be installed on site to measure and record all precipitation events. This equipment must be properly maintained and calibrated in a manner consistent with manufacturer's operation and maintenance recommendations . This automated equipment must be in place no later than ninety (90) days following receipt of notice from the Director. Permit AWI820615 13 November 24, 2010 If an automated rain gauge(s) becomes inoperable, the Permittee shall: 1. report the problem by telephone to the appropriate Division Regional Office as soon as possible, but in no case more than twenty four (24) hours following first knowledge of the problem; and, 11. make any needed repairs to the equipment as quickly as possible, and take and record all rainfall events until such time as the automated equipment is placed back into operation. 11 . An analysis of the animal waste to be land applied shall be conducted in accordance with recommended laboratory sampling procedures as close to the time of application as practical and at least within sixty ( 60) days (before or after) of the date of application . Every reasonable effort shall be made to have the waste analyzed prior to the date of application and as close to the time of waste application as possible . This analysis shall include the following parameters: Nitrogen Phosphorus Zinc Copper 12 . The Permittee shall record all irrigation and land application event(s) including hydraulic loading rates, nutrient loading rates and cropping information. The Permittee shall also record removal of solids and document nutrient loading rates if disposed of on-site, or record the off-site location(s). These records must be on fonns supplied by, or approved by, the Division. · 13 . A record shall be created and maintained of all transfers of waste between waste structures on the same site not typically operated in series. Such record shall include at least the identity of the structure from which the waste was transferred, the identity of the structure receiving the waste, the date and time of transfer and the total volume of waste transferred. 14. The Pennittee must maintain monthly stocking records for the facility and make the records available to the Depanment. · 15 . If, for any reason, there is a discharge from the waste collection, treatment, storage and application systems (including the land application sites), to surface waters or wetlands, the Permittee is required to make notification in accordance with Condition ill. 19. The discharge notification shall include the following information: a. Description of the discharge: A description of the discharge including an estimate of the volume discharged, a description of the flow path to the receiving surface waters or wetlands and a site sketch showing the path of the waste. b . Time of the discharge: The length of time of the discharge, including the exact dates and times that it started and stopped, and if not stopped, the anticipated time the discharge is expected to continue. c . Cause of the discharge : A detailed statement of the cause of the discharge. If caused by a precipitation event, detailed information from the on-site rain gauge concerning the inches and duration of the precipitation event. d. All steps being taken to reduce, stop and cleanup the discharge. All steps to be taken to prevent future discharges from the same cause. Permit AWI820615 14 November 24, 2010 e. Analysis of the waste: A copy of the last waste analysis conducted as required by Condition III. 11 above. f. A waste sample, obtained within seventy-two (72) hours following first knowledge of the discharge to surface waters or wetlands, from the source lagoon/storage pond, shall be analyzed for the following minimum parameters: Fecal coliform bacteria Total suspended solids Ammonia nitrogen (NH3-N) Nitrate nitrogen (N03-N) Five-day biochemical oxygen demand (BOD 5) Total phosphorous Total Kjeldahl nitrogen (TKN) Monitoring results must be submitted to the Division within thirty (30) days of the discharge event. 16. In accordance with 15A NCAC 02T .0108(c), the Division may require any monitoring and reporting (including but not limited to groundwater, surface water or wetland, waste, sludge, soil, lagoon/storage pond levels and plant tissue) necessary to determine the source, quantity , quality, and effect of animal waste upon the surface waters, groundwaters or wetlands. Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Division requirements. 17. A copy of this Permit, certification forms , lessee and landowner agreements, the CA WMP, Best Management Plan, the Operations and Maintenance Manual, and copies of all records required by this Permit and the facility 's CAWMP shall be maintained by the Permittee in chronological and legible form for a tn.inimum of five (5) years. Records include but are not limited to: soil and waste analyses, rain gauge readings, freeboard levels, irrigation and land application event(s), past inspection reports and operational reviews, anixruil stocking records, records of additional nutrient sources applied (including but not limited to sludges , unused feedstuff leachate , septage arid commercial fertilizer), cropping information, waste application equipment testing 'and calibration, and records of removal of solids to off-site location(s). These records shall be maintained on forms provided or approved by the Division and shall be readily available at the facility (stored at places such as the farm residence, office, outbuildings , etc.) where animal waste management activities are being conducted for the life of this Permit, unless otherwise specified in this Permit. 18 . Within fifteen (15) working days of receiving the request from the Division, the Permittee shall provide to the Division one (1) copy of all requested information and reports related to· the operation of the animal waste management system. Once received by the Division, all such information and reports become public information, unless they constitute confidential information under NC G.S . 132-1.2, and shall be made available to the public by the Division as specified in Chapter 132 of the General Statutes. 19. Regional Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (91 0) 433-3300 , as soon as possible , but in no case more than 24 hours following first knowledge of the occurrence of any of the following events: a. Failure of any component of the animal waste collection, treatment, and storage and land application system resulting in a discharge to surface waters . Permit AW18 20615 15 November 24, 2010 b . Any failure of the animal waste treatment and disposal system that renders the Facility incapable of adequately receiving, treating or storing the animal waste and/or sludge. c. A spill or discharge from a vehicle or piping system transporting animal waste or sludge which results in, or may result in, a discharge to surface waters or an ev ent that poses a serious threat to surface waters, wetland, or human health or safety. d. Any deterioration or leak in a treatment unit that poses an immediate threat to the environment. e. Failure to maintain adequate storage capacity in a treatment unit greater than or equal to that required in Condition VI.2 of this permit . f. Any discharge that bypasses a treatment unit. g. Any discharge that poses a serious threat to the environment or human safety or health h. Any failure of any component of the Innovative System. i. Over applying waste either in excess of the limits set out in the CA WMP or where runoff enters surface waters or wetlands. For any emergency that requires immediate reporting after normal business boors, please contact the Division of Emergency Management at 1-800-858-0368. The Permittee shall also file· a written report to the appropriate division within the Fayetteville - Regional Office of the occurrence within five (5) calendar days following first knowledge of the occurrence. This report shall outline the actions taken or proposed actions to correct the problem and to ensure that the problem does not recur. The requirement to file a written report may not be waived by the Regional Office. 20. The Director may require the Permittee to file an annual certification report based on the compliance history of the facility. If required, the report must be filed on forms provided b y the Division. 21 . The Director may require this facility to submit additional reports and/or certifications based on compliance history. 22. In the event of a discharge of 1,000 gallons or more of waste to surface waters or wetlands, the Permittee must issue a press release to all print and electronic news media that provide general coverage in the county in which the discharge occurred setting out the details of the di scharge. The press release must be issued within forty-eight (48) hours after it is determined that the discharge has reached the surface waters or wetlands. A copy of the press release and a list of the news media to which it was distributed must be kept for at least one ( 1) ye ar after the discharge and must be distributed to any person upon request. Permit AWI820615 16 November 24 , 2010 23. 24. 1n the event of a discharge of 15,000 gallons or more of animal waste to surface waters or wetlands, a public notice is required in addition to the press release described in Condition ill 15 . The public notice must be placed in a newspaper having general circulation in the county in which the discharge occurred and the county immediately downstream within ten ( 1 0) days of the discharge. The minimum content of the notice is the name of the facility, location of the discharge, estimated volume of waste entering state waters, time and date discharge occurred, duration of the discharge, identification water body that was discharged into including creek and river basin if applicable, actions taken to prevent further discharge, and a facility contact person and phone number. If a discharge of 1,000,000 gallons of wastewater or more reaches surface waters or wetlands, the appropriate Division Regional Office must be contacted to determine in what additional counties, if any, a public notice must be published. A copy of all public notices and proof of publication must be sent to the Division within thirty (30) days of the discharge. The Permittee shall conduct a survey of the sludge accumulation in all lagoons every year. The survey report should be written on forms provided or approved by the Division and shall include a sketch showing the depth of sludge in the various locations within each lagoon. This survey frequency may be reduced if it can be demonstrated to the satisfaction of the Division that the rate of sludge accumulation does not warrant an annual survey. If the sludge accumulation is such that the structure does not satisfy the criteria set by NRCS NC Conservation Practice Standard No. 359, a sludge removal or management plan must be submitted to the appropriate Division Regional Office within ninety (90) days of the determination . The plan sha ll describe removal and waste . utilization procedures to be used. Compliance regarding sludge levels must be achieved within two (2) years of the determination. 26. If required by 15A NCAC 02T Section .1300, the Division may notify the permittee to conduct compliance water quality monitoring on surface and/or groundwater during the period of this Permit. This monitoring will not be required until such time as the Division notifies the permittee. A monitoring plan shall be established within the time specified by the above referenced rules. All monitoring must be perfoJ1n.ed using standard sampling protocol , tested at a laboratory approved by the Division, and results must be submitted to the Division. IV. GROUNDWATER REQUIREMENTS 1. The Groundwater Compliance Boundary is established by 15A NCAC 2L .0102 and 15A NCAC 2T .01 03. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to the requirements of 15A NCAC 2L and the Division in addition to the penalty provisions applicable under the North Carolina General Statutes. 2 . Any groundwater quality monitoring, as deemed necessary by the Division, shall b e provided. V. INSPECTIONS 1 . The P ermittee shall allow any authorized representative of the Department, upon th e presentation of credentials and other documents as may be required by law and in accordance with r easonable and appropriate biosecurity measures, to : Permit AWI82061 5 17 November 24 , 2010 a. Enter the Permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this Permit; b . Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Permit; c . Inspect , at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Permit; and, d. Sample or monitor, at reasonable times, for the purpose of assuring permit compliance, any substances or parameters at any location. VI. GENERAL CONDITIONS 1. The issUance this Permit shall not relieve the Permittee of the responsibility for compliance with all applicable surface water, wetlands, groundwater and air quality standards or for damages to surface waters, wetlands or groundwaters resulting from the animal operation. 2. The maximum waste level in iagoons/storage ponds shall not exceed that specified in the CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not exceed the level that provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one (1) foot of structural freeboard except that there shall be no violation of this condition if: (a) there is a storm event more severe than a 25-year, 24-hour event , (b) the Permittee is in compliance with its CAWMP, and (c) there is at least one (I) foot of structural , freeboard. 3 . All containment basins, such as a lagoon or a storage pond, used for waste management shall continue to be subject to the conditions and · requirements of this Permit until properly closed. When the containment basin is properly closed in accordance with the NRCS NC Conservation Practice Standard No. 360 "Closure of Waste Impoundments ," February 2008 or any subsequent amendment, the containment basin shall not be subject to the requirements of this Permit. The Permittee must submit a letter to the Division to request rescission of the Permit by providing documentation of closure of all containment basins. Closure shall also include a minimum of 24 hours pre-notification of the Division and submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to the address identified on the fonn within fifteen ( 15) days of completion of closure. 4. The annual permit fee shall be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly constitutes grounds for revocation of its COC to operate under this Permit. 5. Failure of the Permittee to maintain, in full force and effect, lessee and landowner agreements, which are required in the CAWMP, shall constitute grounds for revocation of this Permit. Pennit AWI820615 18 November 24 , 2010 6. Upon classification of the Facility by the Water Pollution ContrOl System Operators Certification Commission (WPCSOCC), the Permittee shall designate a Cenified Water Pollution Control System Operator (Operator) to operate the Facility. The designated Operator must hold a certificate of the same type(s) and grade(s) as the classification(s) assigned to the Facility by the WPCSOCC. The Permittee may also be required to designate a certified back-up Operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8G . 0202. The Permittee shall submit to the WPCSOCC a completed designation form designating the appropriately certified Operator(s) thirty (30) days prior to the introduction of waste into the system or within thirty (30) days of classification, in the case of the Existing System. The designated Operator of the Facility must visit the Facility as often as necessary to insure proper operation of the system, but in no case less frequently than as specified in 15A NCAC 8G .0204(2), ISA NCAC SF. 0203 , or both. 7. After the Innovative System has been in use for one (I) year (does not need to be consecutive) the Pemtittee or their designee shall submit a progress report to the Division. This report shall include any recommendations for improvements if the system is to remain operational. 8. After the Innovative System has been in use for one ( 1) year (does not need to be consecutive) the Permittee or their designee must submit a comprehensive Operation and Maintenance (O&M) manual if the system is to remain operational. The O&M manual shall include the following minimum information: a. As-built drawings , ,b. A detailed description of the Innovative System, c . Warranty information for all installed equipment and each major component, d . Inventory, functional descriptions, and complete operating instructions for all installed equipment and each major component, e. Instructions for start-up/shut-down as well as for calibration and adjustment of all installed equipment and each major component, f. Recommended maintenance management system, including preventative and predictive maintenance, for all installed equipment and each major component, g . Contact information for local service companies as well as instructions for replacement of all installed equipment and each major component, h. Contact information for local contractors capable of performing emergency repairs , and 1. Contact information for regulatory and other a gencies. 9. After the Innovative System has been in use for one (I) year the Pemtittee or a designee must submit a comprehensive operator-training program to be approved by the Division. I 0. Upon review of these documents the Division maintains th e right to reconsider the Innovative System for continued approv al. Permit AWI820615 19 Nove mber 24, 2010 11. The Division may require any monitoring (including but not limited to groundwater, surface water, animal waste, sludge, soil and plant tissue) necessary to determine the source, quantity, quality, and effect of any waste upon the Waters of the State. Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Environmental Management Commission (Commission) requirements. 12. Failure to abide by the conditions and limitations contained in this Permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A-6C and may include the requirement to obtain additional treatment or storage units and/or addition of land application sites , and/or the modification of the Innovative and/or Existing Systems. 13. The issuance of this Permit does not excuse the Permittee from the obligation to comply with all applicable statutes, rules, regulations, or ordinances (local, state, and federal). 14. Should the Permittee desire to abandon the Innovative System in accordance with 15A NCAC 02T .1 309, a •·closure plan" must be submitted to the Division. The closure plan must include recommendations by a Professional Engineer for the removal of all equipment associated with the Innovative System so as not to create any discharge from the Innovative System or the previously existing wastewater treatment system, and so as to not compromise the Existing System in any way. No equipment shall be removed without prior approval from the Division. 15. This Permit shall become voided unless the Facility is constructed in accordance with the conditions of this Permit, the approved plans and specifications, and other supporting data. 16. This Permit is effective only with respect to the nature and volume of wastes described in this Permit for the Tyndall Hog & Chicken Farm, Inc .. Any proposed modification to an animal waste management system shall require approval from the Division prior to construction. 17. This Permit is not automatically transferable. In the event there is a desire for the Facility to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 18. A set of as-built plans and specifications for the subject project must be retained by the Permittee for the life of the project. 19 . The Permittee, at least six ( 6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the Facility described therein, and if warranted, will extend the Permit for such period of time and under such conditions and limitations as it may deem appropriate. 20. The issuance of this Permit does not prohibit the Division from reopening and modifying the Permit, revoking and reissuing the Permit, or terminating the Permit as allowed by the appropriate laws, rules, and regulations. Permit AWI820615 20 November 24, 2010 21. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that the performance standards of G.S. §143- 215.1 0.1. are met prior to restocking of the facility. VII. PENAL TIES 1. Failure to abide by the conditions and limitations contained in this Permit; the facility's Best Management Plan; the facility's CA WMP; and/or applicable state law; may subject the Permittee to an enforcement action by the Division including but not limited to the modification of the animal waste m~gement system, civil penalties, criminal penalties and injunctive relief. 2. The Permittee must comply with all conditions of this Permit. Any permit noncompliance constitutes a violation of state law and is grounds for enforcement action; for permit coverage termination, revocation and reissuance, or modification; or denial of a permit coverage renewal application. 3. It shall not be a defense for a Permittee in an enforcement action to claim that it would have been necessary to halt or reduce the pennitted activity in order to maintain compliance with the conditions of this Permit. Vlll. DEFINITIONS 25-year, 24-hour rainfall or storm event means the maximum 24~hour precipitation event with a probable recurrence interval of once in 25 years, as defined by the National Weather Service in Technical Paper Number 40, "Rainfall Frequency Atlas of the United States," May 1961, and subsequent amendments, or equivalent regional or state rainfall probability information developed therefrom. Agronomic rates means the amount of animal waste and/or other nutrient sources to be applied to land s as outlined in NRCS NC Conservation Practice Standards No. 590 "Nutrient Management'' and No. 633 "Waste Utilization" or as recommended by the NCDA&CS and the North Carolina Cooperative Extension Service at the time of certification of the Animal Waste Management Plan by the appropriate certified technical specialist. Amendment to theCA WMP means a change and/or addition to a part(s) of the plan, and requires that the change and/or addition adhere to current applicable standards. The following are examples of amendments to theCA WMP: • In an existing CAWMP, a change in crops and/or cropping pattern that utilizes 25% or less of theN generated is considered a plan amendment. Additional acreage needed to facilitate the change in crops and/or cropping pattern is permissible and considered part of the amendment. • The addition of winter crops and/or interseeded perennial crops are considered amendments to an existing CA WMP when the operation does not require additional acreage and/or crops for N utilization, and does not exceed the 25% criteria stated above. • When a CA WMP cannot meet N utilization requirements due to land lost to irrigation inefficiency (useable versus total acres), then theCA WMP may be amended to increase available acreage and/or change the crop for N utilization. This is the only exception to the 25% N criteria for plan revision. Permit AWI820615 21 November 24, 2010 • Inclusions of emergency action plans, and insect, odor and mortality checklists are considered CA WMP amendments. • Including additional acreage for land application beyond what is required in the existing CA WMP is considered a plan amendment. Animal feeding operation means a lot or facility (other than an aquatic animal production facility) where the following conditions are met: (i) animals (other than aquatic animals) have been, are, or will be stabled or confmed and fed or maintained for a total of forty five (45) days or more in any twelve (12) month period, and (ii) crops, vegetation, forage growth, or post-harvest residues are not sustained in the normal growing season over any portion of the lot or facility. Two or more animal feeding operations under common ownership are considered to be a single animal feeding operation if they adjoin each other, or if they use a common area or system for the disposal of wastes . Certification means technical specialist certification of the CA WMP in accordance with the requirements of ISA NCAC 02T .1304. It is unrelated to terms "Annual Certification" as used in Condition 111.20 of this Permit, and the "No Discharge Certification Option" allowed by the November 2008 EPA CAFO Rule. Ditch means any man made channel for the purpose of moving water off a site to the surface waters. Excessive Ponding means any area of the application field where visible liquid waste is ponded on the surface of the land application site more than four ( 4) hours following the application of waste . Excessive ponding also means any areas where the ponding of waste has resulted in crop failure. Groundwaters mean any subsurface waters, as defined in 15A NCAC 2L .0102. Land application means the application of wastewater and/or waste solids onto or incorporation into the soil. Major changes to the CA WMP means changes in the number of animals, type of operation (feeder to finish to wean to feeder), retrofit of a lagoon, installation of a new irrigation system, and similar type changes. Recertification is only required for major changes to the CAWMP. Major changes to a facility must first be approved by DWQ. The new CA WMP and the certification shall be submitted with a request that the COC be amended to reflect the changes . The facility may not make the changes until a new or amended COC bas been issued. Revision to the CA WMP means a change to an entire CA WMP to meet current applicable standards. A CA WMP must be revised if the operation cannot utilize all N nitrogen generated b y the animal production in accordance with the existing CA WMP, except for the specific conditions noted in the CA WMP amendment criteria as previously defmed. For an existing CA WMP, a change in crops and/or cropping pattern that utilizes more than 25% of the N generated by the operation is considered a plan revision. Any change to an existing CA WMP, whether an amendment or revision, must be signed and dated by both the producer and a technical specialist for the new CA WMP to be valid. A revision of the CA WMP does not require recertification. State Waters means all surface waters, wetlands, groundwaters and waters of the United States located in the State. Permit AW1820615 22 November 24, 2010 Surface Waters means any stream, river, brook. swamp, lake, sound, tidal estuary, bay, creek, reservoir, waterway, or other surface body or surface accumulation of water, whether public or private, or natural or artificial, that is contained in. flows through, or borders upon any portion of the State of North Carolina, including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any additional Waters of the United States which are located in the State. Waste means manure, animal waste, process wastewater and/or sludge generated at an animal feeding operation. Wetlands means areas that are inundated or saturated by an accumulation of surface or groundwater at a frequency and duration sufficient to support, and under nonilal circwnstances do support a prevalence of vegetation typically adapted for life in saturated soil conditions, as defined in 15A NCAC 2B .0202. Permit issued this the 24th day ofNovember, 2010 . NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Coleen H . Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. A WI820615 Permit AWIB20615 23 November 24 , 2010 THIS PAGE IS INTENTIONALLY LEFT BLANK Permit AWI820615 24 November 24, 2010 Permit No. A WI820615 November 24, 2010 ENGINEER'S CERTIFICATION I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically , weekly, full time) the · construction of the project------------------------- Project Name Location for the Permittee hereby state that, to the best of my abilities , due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this Permit, the approved plans and specifications, arid other supponing materials . Signature -------------------Registration No.------ Date -------- Permit AWI820615 25 November 24 , 2010 NA NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor William & Becky Tyndall Tyndall Hog & Chicken Fann, Inc 333 Cedar Lake Lane Clinton, NC 28328 Division of Air Quality Sheila C. Holman Director November 22,2010 Subject: Best Management Plan for Animal Operations DWQ Application No. A WI 820615 Tyndall Hog & Chicken Fann, Inc. Sampson County Dear Mr. Tyndall: Dee Freema n Sec retary The Division of Air Quality (DAQ) has reviewed your request to use effluent BOD measurements as the surrogate for monitoring odor from the farm referenced above . Based upon the information provided, we approve your request and have provided language to the Division of Water Quality (DWQ) for incorporation into ,YO Ur penn it. As noted in previous correspondence, the odor limitations of !SA NCAC 20.1808 will still apply at the property boundary. If you have any questions concerning this matter, please do not hesitate to contact Gary Saunders in the Stationary Source Compliance Branch at (919)733-1497 or via email at gary.saunders@ncdenr.gov. SCH/gls Cc: Christine Blanton Lawson (DWQ-RCO) 164 1 Mai l Service Cen ter , Raleigh, North Caroli na 27699-164 1 2728 Cap ital Blvd., Raleigh, NC 2760.4 Phone : 919-733 -3340 I F .~.x 919-715-7175 I Intern et: www.ncair .org An Equa l Oppo rtunity /AHirmative Act ion Em ployer Sincere ly , Sheila C. Holman OnehC ]. Nort aro tna !Vatu rally North Carolina Department of Environment and Natural Resources Division of Air Quality Beverly Eaves Purdue Governor William & Becky Tyndall Tyndall Hog & Chicken Fann, Inc . 3 3 3 Cedar Lake Lane Clinton, NC 28328 B. Keith Overcash P.E. Director October 20, 2009 Subject: Best Management Plan for Animal Operations DWQ.Application No. A WI 820615 Tyndall Hog & Chicken Farm, lnc . Sampson County Dear Mr. Tyndall: Dee Freeman Secretary The Division of Air Quality (DAQ) has completed the review of your permit application to the Division of Water Quality (DWQ) for the lagoon conversion at the farm noted above. Since fund s from the Lagoon Conversion Program (LCP) are being used, the farm is required to meet all of the regulatory requirements for new and modified farms . The DAQ has also reviewed the supplemental information provided to fulfill the requirements in lSA NCAC 2D . I 802 (1), new and modified farms (expanding productio n), to have an approved Best Management Plan for Animal Operations prior to construction or modification. The requirements for the contents of the plan are specified in I SA NCAC 2D .1803. Bas ed upon ou r review of the information provided , the s ubmittals appear to fulfill th e requirements and therefore DAQ approves the information submitted for the purpose of your Best Management Plan. You will be required to comply with the requirements and complete the implementation of the Best Management Plan within six months of completion of the lagoon conversion and commencement of operations ofthis fann with the new waste management system. As noted in prev ious correspondence . th e odor limitations of lSA NCAC1D.I 808 will apply at the propeny boundary. If you have an y questions concerning this maner, please do not hesitate to contact Gary Saunders in the Stationary Source Compliance Branch at (919)733-1497 or via email at gary.saunders@ncdenr.gov. Sincerely, /j I ; , I BKO/gs Cc:: Steven Vozzo (FRO) Ray CampbelL Super Soils Systems USA l f:\.C 1 Maii Serv1ce Ce me r, i=;aleig h, Noiiii Caroh ne: 27699 · i 6t i 272€ Capiia l Blvd , Rateigi'o, NC 27604 ?hone : 919-7 33 -3340 \ "FAX: 919·71 5·7175 \ ln te:nei: www.ciaq.sta ie.n c.us l lit~ Overcash. P .E. . . NOn e h 1. ort Caro 1na )\Jaturally ·A7A t-4CDENR North Carolina Department of Environment and Natural Resources · Division of Water Quality · Beverly Eaves Perdue Governor William and Becky Tyndall Tyitdall Hog & Chicken Fann, Inc. 333 Cedar Lake Lane· Clinton, NC 28328 Dear Mr. and Mrs. Tyndall: Coleen H. Sullins Dee F.reeman Director November 23, 2009 1 ·--=-R· ;,-~l\/t=n;---~ecretary t,. . ·~U t . NOV 3 0 2009 I ~ OEl'~R-FA'tt11FV;: ~f: R$G!:Al OFRCE I; -----· .... Subject: Permit No. AWI820615 Tynda11 Hog & Chicken Farm, Inc. Innovative Animal Waste Management System Sampson County In accordance with your request received May 15, 2009 and subsequent additional information received on August 25, 2009, we are forwarding herewith Permit No. A Wl820615 issued to William and Becky Tyndall, authorizing the construction and operation of an Innovative Animal Waste Treatment System for the Tyndall Hog & Chicken Farm, Inc., located in Sampson County. The innovative treatment srstem shall serve as the treatment system for the entire animal waste stream for the 5880 Feeder to Finish swine operation as permitted by A WS82Q615. Any increase in flow or increase in stocked animals above the listed values in this Permit will require a modification to this Pennit and shall be completed prior to actual increase in either flow or number of animals. The Permit shall be effective from the date of issuance until October 31, 20 14 and shall be subject to the conditioii~and limitations as specified. therein. Please pay particular attention to the record keeping and monitoring requirements in this permit. Failure to establish an adequate system for collecting and maintaining the required operational information will result in future compliance problems. This Permit is issued in conjunction with COC No. A WS820615 and shall be maintained as long as the Innovative System is in use. The existing Facility must maintain compliance with all conditions and requirements of COC No. AWS820615 . In accordance with 15A NCAC 02T .1309 and upon approval by the Division, this Permit may be rescinded and the Facility may retain coverage under COC No. A WS820615. You are subject to the conditions of this pennit imtil the closure of all waste storage basins and the rescission of this permit. You must submit a letter to the Division of Water Quality to request rescission of the Permit by providing documentation of closure of all containment basins. If any parts, requirements, or limitations contained in this Pennit are unacceptable, you have the right to request an adjudicatory bearing upon written request within thirty (3 0) days following receipt of this permit. This request must be in the form of a wrinen petition, conforming to Chapter 150B of the North Carolina General Statutes , and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this Permit shall be final and binding. If your Waste Util ization Plan (Wl.JP) has been de veloped base d on site-specific information, careful e v aluation of future s ample s is necessary. Should your records s how that the current WUP is inaccurate yo u will need to have a new WUP developed. 1€35 Mail Service C!!nte;, Raleian. Norti1 Ca rolin a 27699 -1636 Lo;;ation : 2728 Capita l Blvd., RaieiQh , Nor.h Caroi1na 2760<; Phone : 91f<·733 -322 1 \FAX : 919-71 5-0 588\ Custom er Service : 1-8/i -623-674 8 lnt!!met: www .ncwatemuality.org NOn eh C l . _ 0 11 aroma }\Jatura!!y Per 15A NCAC 02D Section .1800 , compliance with respect to odor shall be determined at the property boundary. The attached letter from the Division of Air Quality dated October 20 , 2009 details compliance deadlines with respect to odor regulatory requirements and implementation of Best Management Plan. The issuance of this Permit does not excuse the Permittee from the obligation to comply with all applicable laws , rules , standards, and ordinances (local, state, or federal) nor convey any property rights in either real or personal property. Per 1 SA NCA~J.J~·O(. \H~t'.1icompliance boundary is provided for the facility and .no new water ~u~ly wells shall be constructed W1thm1the1compbance boundary. Per NRCS standards, a 100-ft separatton shall be mamtamed 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 Permit may result in revocation of th is Permit or penalties in accordance with NCGS l43-215 .6A through 14 3-215.6C. the Clean Water Act and 40 CFR 122.41 , including civil penalties , criminal penalties, and inj unctive relief. If you wish to continue the activity permitted under this Permit after the expiration date of this Permit, an application for renewal must be filed at least 180 days prior to expiration. This Permit is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. This facilit y is located in a county covered by our Fayetteville Regional Office. The Regional Office Aquifer Protection Staff may be reached at (91 0) 433-3300. If you need additional information concerning this Permit, please contact the Animal Feeding Operations Unit staff at (919) 73 3-3 221. Sincerely, for Coleen.H. Sullins Enclosures cc: Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section Gary Saunders, Division of Air Quality Dr. Ra y Campbell, SuperSoils USA, 3013 Campbell Rd, Raleigh, NC 27606 Prestage Farms, Inc. APS Central Files (Permit File A Wl820615) AFO Notebooks LUVox·~ 12.-o I · zooCf fluvoxamine maleate ~:~ C<..:f 1 c f A WI Jf2 o f.:,/§" NORm CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES INDIVIDUAL SWINE ANIMAL WASTE MANAGEMENT SYSTEM PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and other applicabie Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO William and Becky Tyndall Sampson County FOR THE continued operation of an Animal Waste. Management System (Existing System) as was approved in accordance with Certificate of Coverage (COC) No. A WS820615 to serve 5,880 Feeder to Finish swine operation and construction and operation of an Innovative Animal Waste Management System (Innovative System) referred to as the Super Soil Environmentally Superior Technology consisting o f a 36-ft dia. x 15 ft deep homogenization tank, a 36-ft dia. x 15ft deep separated water tank, a 28-ft dia. x 15ft deep denitrification tank, a 28-ft dia. x 15ft deep nitrification (aeration) tank, a 17-ft dia. x 15 ft deep "clean water" storage tank, a 14-ft x 10-ft cone- bottomed activated sludge settling tank; a 14-ft x 1O-ft cone-bottomed calcium phosphate settling tank, a 8-ft dia. x 12-ft deep lift station, the Super Soil Systems Solids Removal System including polymer storage tanks, one existing earthen lined structure for treated irrigation water storage/emergency overflow, and all necessary pipes, pumps, alarms, controls, and appurtenances to serve 5,880 Feeder-to-Finish swine, with no discharge of wastes to surface waters, in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources (DENR) and considered a part of this Permit. The Innovative System will be connected to and functionall y replace the use of lagoons as the waste treatment system at this Facility. Bypass of the Innovative System is prohibited; all wastes shall be treated by the Innovative System before reaching the earthen storage structures. The existing lagoon structure shall be properly maintained. This Permit shall be effective from the date of issuance until October 31, 2014 and shall be subject to the following specified conditions and limitations. 3 I. PERFORMANCE STANDARDS 1. The animal waste collection, treatment , storage and land application system permitted under this Permit shall be effectively maintained and operated as a non-discharge system to prevent the discharge of pollutants to surface waters, wetlands, or ditches. Waste shall not reach surface waters or wetlands by runoff, drift, manmade conveyance, direct application , direct discharge, or through ditches, terraces , or grassed waterways not otherwise classified as state waters . Application of waste to terraces and grassed waterways is acceptable as long as it is applied in accordance with Natural Resources Conservation Service (NRCS) Standards and does not result in a discharge of waste to surface waters or wetlands. Facilities must be designed, constructed, operated, and maintained to contain all waste plus runoff from a 25-year, 24-hour rainfall event for the location of the facility . If the Permitee is in compliance with this Pennit and the facility 's Certified · Animal Waste Management Plan (CA WMP), and unintentionally discharges as a result of a storm event greater than the 25-year, 24-hour storm, the Facility will not be considered to be in violation of this Permit. 2 . This Permit does not allow the Permittee to cause a violation of any of the water quality standards established pursuant to Title 15A, Subchapter 2B of the North Carolina Administrative Code and Title 15A, Subchapter 2L of the North Carolina Administrative Code . 3. The facility 's CAWMP, Best Management Plan, and Operation and Maintenance Plan are hereby incorporated by reference into this Permit. The above referenced plans must be consistent with all applicable laws, rules , ordinances , and standards (federal, state and local) in effect at the time of siting, design and certification of the facilit y. The Permittee must assess and record, on an ongoing basis, the effectiveness of the implementation of the CAWMP . The Permittee must make "major changes," ''revisions," or "amendments" to the CAWMP, as defined in Section Vill, "Defmitions," of this Permit, in order to address any changes needed to maintain compliance this Permit. "Major changes ,'' "revisions," and ''amendments" to theCA WMP must be documented, dated, and included as part of the CA WMP. ''Major changes '' and "revisions" to the CA WMP shall be submitted to the appropriate Division of Water Quality (Division) Regional Office within thirty (30) calendar days of the "major change" or "revision." "Amendments" are not required to be submitted to the Division Regional Office unless specifically requested by the Division. If field, riser or pull numbers are changed, an explanation shall also be submitted and include a description of how the new numbers relate to the old numbers. Any violation of the CAWMP , the Best Management Plan, or the Operation and Maintenance Plan, shall be considered a violation of this Permit and subject to enforcement actions. A violation of this Permit may result in the Permittee having to take immediate or long-term corrective action(s) as required by the Division. These actions may include but are not limited to: modifying the CA WMP ; ceasing land application of waste; removing animals from the facility ; or the Permit being reopened and modified, revoked and reissued, and/or terminated. 4 . A violation of this Permit may result in the Permittee having to take immediate or long term corrective action(s) as required by the Division. These actions may include ceasing use of the Innovative System, modifying operation of the Innovative System, modifying the WUP , ceasing land application of waste, or removing animals from the Facility . 4 5. This Facility may not be expanded above the capacity shown in this Permit until a new permit reflecting the expansion has been issued. Any proposed increase or modification to the annual average design capacity from that authorized by this Permit will require a modification to the CA WMP and the Permit. prior to modification of the facility. All new and expanding operations must demonstrate that waste management system will satisfy the requirements of G.S. § 143- 215.1 O.l. No collection, treatment or storage facilities may be constructed in a 1 00-year flood plain. 6. NC Session Law 2007-523 (2007 Senate Bill 1465) requires the Facility covered by this Permit satisfy the performance criteria as prescribed in 15A NCAC 02T .1307-.1309 and 15A NCAC 02D .1808. a. Facility must substantially reduce ammonia emissions. 1. The combined ammonia emissions from swine waste treatment and storage structures may not exceed an annual average of 0.2 kg NHrN/week/1,000 kg of steady state live weight (SSLW) or 72.2 kg NHJ-N/week for this facility. n. Ammonia emissions from land application sites shall not exceed an annual average of 0.2 kg NH3 -N/week/I ,000 kg of SSLW or 72.2 kg NH3-N/week for this facility. m. Tetal ammonia emissions from the swine farm must not exceed an annual average of 0.9 kgNH3 -N/week/l,OOO kg ofSSLW or 325 kg NHrN/week for this facility. b. Compliance and monitoring with respect to odor intensity levels a t the property boundary shall be evaluated at both upwind and downwind locations using one of the following: 1. Use an Odor Intensity Referencing Scale (OIRS) as specified in ASTM 544-99. All instantaneous observed levels shall be less than the equivalent of 225 parts per million n-butanol. The average of 30 consecutive observations conducted over a minimum of 30 minutes shall be less than the equivalent of 75 parts per million n- butanol with a minimum of four ( 4) observations of the 30 less than or equal to the equivalent of 25 parts per million n-butanol. u. Use a· field olfactometry method and instrumentation . The measured dilution-to- threshold ratio shall be less than or equal to 7:1 as determined using the manufacturer's instrument procedures and instructions. c. Facility must substantially eliminate the release of disease-transmitting vectors and airborne pathogens by meeting the following: 1. Fecal coliform concentrations in the fmal liquid effluent shall not exceed an annual average of7,000 Most Probable Number/100 mL. u . Separated solids and biological residuals that are to be land applied on-site shall meet the vector attraction reduction requirements in 15A NCAC 02T .1107 . m. The system shall mee t the pathogen reduction requirements in 15A NCAC 0.2T .11 06 for Class A biosolids that are to be land applied on-site pursuant to .1 1 06(a)(l) or for Class B biosolids that are to be otherwise land applied on-site. IV. Separated solids that are removed to the Super Soil Systems USA, Inc composting facility shall be treated in accordance with the permit for that facility. 5 7. The Permittee shall conduct an evaluation of the facility and its CA WMP to determine the facility 's ability to comply with the NRCS nutrient management standard as it relates to phosphorous within six (6) months of issuance of this Permit. The evaluation must be documented on forms supplied by or approved by the Division and must be submitted to the Division. The Permittee may submit documentation from a previous evaluation if performed within five (5) years of the issuance of this Permit. All fields with a "IDGH" phosphorous-loss assessment rating shall have land application rates that do not exceed the established crop removal rate for phosphorous. There shall be no waste application on fields with a "VERY HIGH" phosphorous-loss assessment rating. 8 . A copy of this Permit, the WUP(s), approved design documents, as-bui lt specifications, operation and maintenance plan, and all certification forms shall be readily available at the Facility (stored at places such as the farm residence, office, outbuildings, e tc .) where animal waste management activities are being conducted for the life of this Permit. These documents shall be kept in good condition and records shall be maintained in an orderly fashion . 9. Upon completion of construction and prior. to operation of the Innovative System, as-built plans and specifications and the certification, signed and sealed by a Professional Engineer, must be submitted certifying that the permitted Facility has been installed in accordance with this Permit, and best engineering practices. Mail the attached Engineer's Certification form to the Animal Feeding Operations Unit, 1636 Mail Service <;;enter , Raleigh, NC 27699-1636. 10. The Fayetteville Regional Office, telephone (910) 433-3300, shall be notified at least forty-eight ( 48) hours in advance of operation of the installed/modified Innovative System so that an in-place inspection can be made. Such notification to the Regional Supervisor shall be made during the normal office hours from 8:00 a .m . until 5:00 p.m. on Monday through Friday, excluding State Holidays. 11. The Innovative System including the spray irrigation system shall be effectively maintained and operated at all times so that there is no discharge to surface waters or any contamination of ground waters, which will render them unsatisfactory for normal use. In the event that the Innovative System fails to perform satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall take immediate corrective actions including those actions that ma y be required by the Division. 12. The following buffers shall be maintained when constructing the Innovative System: a. 1 00 feet between wastewater treatment units and any wells, and b . 50 feet between wastewater treatment units and property lines. Animal waste shall no t be applied within 1 00 feet of any well with the exception of monitoring wells. The allowable distance to monitoring wells shall be established on a case-by-case basis by the Division. II. OPERA TJON A.~D MAINTENANCE REQUIREMENTS 1. The collection, treatment , and storage units and the land application equipment and fields shall be properly operated and maintained at all times. 6 2. A vegetative cover shall be maintained as specified in the facility's CA WMP on all land application fields and buffers in accordance with the CAWMP. No waste shall be applied upon areas not included in the CA WMP or upon areas where the crop is insufficient for nutrient utilization. However, if the CA WMP allows, then waste may be applied up to thirty (30) days prior to planting or breaking dormancy. 3. Soil pH on all land application fields must be maintained in the optimum range for crop production. 4. Land application rates shall be in accordance with the CAWMP. In no case shall land application rates exceed the agronomic rate of the nutrient of concern for the receiving crop. 5. In no case shall land application rates result in excessive ponding or any runoff during any given application event .. ~ • I ~ 6. Animal waste shall not be directly applied onto crops fo r direct human consumption that do not undergo further processing (e.g., strawberries, melons, lettuce, cabbage, apples, etc.) a t any time during the growing season, or in the case of fruit bearing trees, following breaking dormancy. Application of animal wastes shall not occur within thirty (30) days of the harvesting of fiber and food crops for direct human consumption that undergoes further processing. · 7. If manure or sludges are applied on conventionally tilled bare soil, the waste shall be incorporated into the soil within two (2) days after application on the land, or prior to the next rainfall event, whichever occurs first. Tliis requirement does not apply to no-till fields, pastures, or fields where crops are actively growing. 8. No material other than animal wastes of the type generated on this facility shall be disposed of in the animal waste collection, treatment, storage, or application systems . This includes but is not limited to pesticides, toxic chemicals and petroleum products . 9. Domestic and/or industrial wastewater from showers, toilets , sinks, etc. shall not be discharged into the animal waste collection, treatment, and storage and application sy stem. W ashdown of stock trailers owned by and used to transport animals to and from this Facility only will be· permissible as long as the system can accommodate the additional volume. Only those cleaning agents and soaps that are EPA approved according to their label, will not harm the cover crop, and will not contravene the groundwater standards listed in l5A NCAC 2L may be utilized in facilities covered by this Permit. Instruction labels are to be followed when using cleaning agents and soaps. l 0. Disposal of dead animals resulting from normal mortality rates associated with the facility shall be done in accordance with the facility's CAWMP and the North Carolina Department of Agriculture and Consumer Services (NCDA&CS) Veterinary Division's Statutes and regulations. Disposal of dead animals whose numbers exceed normal mortality rates a ssociated with the facility shall also be done in accordance :with the facility's CAWMP and NCDA&CS Veterinary Division's Statutes and regulations provided that: 1) burial of such animals shall be done in consultation with the State Veterinarian of the NCDA&CS Veterinary D ivi sion's Statutes and in compliance with NCDA&CS regulations; 2) all such burial site s must be mapped, and the dates and numbers of the animals buried by species and type must be recorded; and 3 ) the map is submitted to the appropriate Regional Office Aquifer Protection Section within fifteen (15) calendar days ofburial. 7 In the event of a state of emergency declared by the Governor, disposal of dead animals shall be done in accordance with requirements and guidelines dictated by the State Veterinarian according G .S. §106-339.4. The Division may require groundwater monitoring when there is massive burial of animals. All burial sites of such animals must be mapped, and the dates and numbers o f the animals buried by species and type must be recorded. 11. Unless accounted for in temporary storage volume, all uncontaminated runoff from the surrounding property and buildings shall be diverted away from the animal waste system, including but not limited to lagoons, storage ponds, sludge treatment or containment areas, and/or open storage structures to prevent any unnecessary addition to the liquid volume in the structures. 12. A protective vegetative cover shall be established and maintained on all earthen basin embankments (outside toe of embankment to maximum pumping elevation). berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments. Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible. 13. The residuals generated from this Facility must be disposed in accordance with General Statute 143-215.1 and in a manner approved by the Division. When removal of sludge from the treatment units is necessary, provisions must be taken to prevent damage to any dikes and liners. If separated solids or residuals from the other treatment units are accumulated faster than predicted, and it is determined that designed treatment, storage and disposal methods are insufficient, the Permittee will immediately deactivate the Innovative System, ceasing the generation of solids , until adequate solids storage and/or removal can be designed, approved, and constructed. 14. AJl treatment units shall b e kept free of foreign debris including, but not limited to , tires, bottles, light bulbs, gloves, syringes or any other solid waste . 15. The facility must have at least one of the following items at all t imes: (a) adequate animal waste application and handling equipment. (b) a lease , or other written agreement, for the use of the necessary equipment, or (c) a contract with a third party applicator capable of providing adequate waste application. · 16. The Permittee shall designate a certified animal waste management system operator with a v alid certification to be in charge of the animal waste management system. The waste management system shall be operated by the Operator in Charge (OlC) or a person under the OIC's supervision. 1 7 . In accordance with 15A NCAC 8F .0203(2)(2), the OlC or a designated back-up OIC of a Type A Animal Waste Management System shall inspect, or a person under the supervision of an OIC or designated back·up OIC shall inspect, the land application site a s often as necessary to insure that the animal waste is land applied in accordance with the CA WMP. In no case shall the time between inspections be more than 120 minutes during the application of waste . A record of each inspection shall be recorded on forms supplied by, or approved by, the Division and shall include the date , time, sprayfield number and name of the operator for each inspection. Inspection shall include but not be limited to visual observation of application e quipme nt, spray fields, subsurface drain outlets, ditches, and drainage ways for any disc harge of waste. 8 The Permittee may assert as an affirmative defense in any enforcement action alleging noncompliance with the requirements imposed in this condition that such noncompliance was due to circumstances beyond the Permittee's control. A notation shall be made on the form indicating the inspection affected by such circumstance and an explanation setting forth the circumstances claimed to have been beyond the Permittee's control shall be submitted with the form. 18. The Director may require any permittee to install and operate flow meters with flow totalizers based on the facility's violations and/or incomplete or incorrect record keeping events . 19. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist to reach surface waters or wetlands or cross property lines or field boundaries. 20. The Permittee shall maintain buffer strips or other equivalent practices as specified in the facility's CA WMP near feedlots, manure storage areas and land application areas. 21. Waste shall not be applied on land that is flooded, saturated with water, frozen or snow covered at the time of land application. 22. Land application of waste is prohibited during precipitation events. The Permittee shall consider pending weather conditions in making the decision to land apply waste and shall document the weather conditions at the time of land application on forms supplied by or approved by the Division. 23. 24. Land application of waste shall cease within four (4) hours of the time that the Nat ional Weather Service issues a Hurricane Warning, Tropical Storm Warning, or a Flood ,Watch associated with a tropical system including a hurricane, tropical storm, or tropical depression for the county in which the permitted facility is located. Watches and warnings for Sampson County are posted on the National Weather Service's website located at: www.erh.noaa.gov/er/rahl. Watch and warning information can also be obtained by calling the Raleigh, NC National Weather Service Office that serves Sampson County at (919) 515-8209. The Director may require any permittee to install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This· decision will be based on the facility's compliance history for irrigation events. If liquid effiuent samples show that additional land will be necessary for application of nitrogen at agronomic rates, the Permittee will take immediate action. This action may include, but may not be limited to, one of the following: a) preparing additional land at the site for land application wastewater or solids, b) acquiring leased land agreements for land application of wastewater or solids, or c) decrease the animal population to that which creates a balance between nutrients produced and utilization on the existing land application and crops, or d) any other method approved by the Division. Land application activities shall cease on any application site that exceeds a Mehlich 3 Soil Test Index for Copper of greater than 3,000 (I 08 pounds per acre) or Zinc of greater than 3,000 (213 pounds per acre). All waste application equipment must be tested and calibrated at least once every two years. The results must be documented on forms provided by, or approved by, the Division. 9 26. Any major structural repairs to tanks or lagoons/storage ponds must have written doc umentation from an engineer or technical specialist certifying proper design and installation. However, if a piece of equipment is being replaced with a piece of equipment of the identical specifications, no technical specialist approval is necessary [i .e . piping, reels, valves, pumps (if the gallons per minute (gpm) capacity i s not being increased or decreased), etc .] unless the replacement involves disturbing the lagoon/storage pond embankment or liner. 27 . Crops for which animal waste is land applied must be removed from the land application site and properly managed and utilized unless other management practices are approved in theCA WMP. 28 . The WUP shall be modified as needed, based on performance of the Innovative System. If performance is not as predicted, immediate measures such as those listed in Condition II .23 above will be taken. 29. In the case of interruption or failure of the Innovative System, the Permittee will follow the Emergency Action Plan (EAP) as submitted. 30. Permittee shall install and maintain approved odor control practices as described in the Best Management Plan submitted to the Division and the Division of Air Quality. III. MONITORING AND REPORTING REQUIREMENTS 1. Adequate records shall be maintained by the Permittee to track the amount of separated solids that are disposed. These records shall include, but are not necessarily limited to, the following information: a. Volume of separated solids generated, and b . Dates and amounts of separated solids removed from the site. 2. The Permittee or a Designee shall inspect the entire Innovative System waste collection, treatment, and storage structures and runoff control measures at a frequency to insure proper operation but at least monthly and after all storm events o f greater than one (1) inch in 24 hours. The Permittee shall keep an inspection log or summary including a t least the date and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken b y the Permittee. This log of inspections shall be for a period of five (5) years from the date of the inspection and shall be made available upon request to the Division or other permitting authority. 3. Any major structural repairs must have written documentation from a Professional Eng ineer certifying proper d esign and installation. However, i f a piece of equipment is being replaced with a piece of equipment of the identical specifications, no technical specialist approval is necessary [i .e. piping, reels , valves, pumps (if the GPM capacity is not being increased or decreased), etc.]. 4. The Permittee or a designee shall keep a log of all operational changes made to the Innovative System including. at least the process parameter that was changed, the date and time of the change, the reason for the change, and a ll observations made both at the time of the change and subsequently as a result of the change . 10 5. A representative Standard Soil Fertility Analysis shall be conducted annually on each application site receiving animal waste. The results of these tests shall be maintained on file by the Permittee for a minimum of five (5) years and shall be made available to the Division upon request. 6. After submission of the Engineer's Certification as required in Condition 1.9, the Permittee shall conduct waste water analysis for the parameters and at the frequencies listed in the table below. Quarterly tests shall be conducted once within each of the following windows with at least sixty (60) days between any two sampling events: Quarter 1: Jan-March; Quaner 2: April-June; Quarter 3: July-Sept; Quarter 4: Oct-Dec. Influent to Effiuentfrom Parameter Separated Solids Homogenization Phosphorus Tank Settling Tank Flow (gpd) Daily"' Quarterly Quanerly Total N Quarterlv Quarterly Quanerly NH~-N Quarterlv Quarterly Quarterly N03-N/ N02-N Quarterlv Quanerly Quarterly. Total P Quarterlv Quarterly Quarterly %Total Solids Quarterlv Quanerlv Quarterlv Copper Quarterly Quarterly Quarterly Zinc Quarterlv Quanerlv Quarterly pH Quarterly I Quarterly I Quanerlv "'Keep records as required by Condition ill.! of this Permit. Ammonia emission compliance may be demonstrated through a reported nitrogen mass balance or another analysis approved by the Division. As a minimum, compliance with the ammonia emission standard shall be documented by the following sampling schedule: 11 Parameter Influent to Influent to Settling Tank Separated Water Tank after Nitrogen Treatment Flow (gpd) Quarterly Quarterly Total N Quarterly I Quarterly NH:,-N Quarterly I Quarterly NO~-N Quarterly Quarterly If, after two years of compliance monitoring and reporting the treatment system is compliant with 1 SA NCAC 02T .1307, the Permittee may either continue the above quarterly liquid sampling for ammonia or directly sample ammonia air emissions from all open air structures annually, with alternating sampling during the summer and winter seasons . 7. After submission of the Engineer 's Certification as required in Condition 1.9, the Permi~ee shall monitor for odor compliance quarterly at both upwind and downwind locations on the property boundary. The Permittee shall document monitoring locations on a site map, indicating prevailing wind direction, for each monitoring event. Compliance monitoring for odor shall be performed in accordance with Condition 1.6 .b of this Permit. Results of monitoring shall be · documented and included in the quarterly report corresponding to the sampling date . Jf, after two years of compliance monitoring and reponing the treatment system is compliant with 15A NCAC 02T .1307, the Permittee may request to reduce odor compliance monitoring to an annual basis, with alternating years having sampling during the summer and winter seasons. 8. All records , including operation, maintenance, and repair records, shall be maintained on site and in chronological and legible form for a minimum of five (5) years by the Permi tt ee . These records shall be maintained on forms provided by or approved by the Division and shall be readily available for inspection. 9. A comprehensive report shall be submitted to the Division every six months after initial start-up of the Innovative System. Reports for Quarter 1 and Quarter 2 are due by July 31, and Reports for Quarter 3 and Quarter 4 are due by January 31 . The report shall consist of all records, logs, and reports as required in Permit Conditions ill.l through Ill. 7. The report shall be submitted to the Animal Feeding Operations Unit , 1636 Mail Service Center, Raleigh , NC 27699-1636 and to the Aquifer Protection Supervisor, Fayetteville Regional Offi~e , 225 Green St., Suite 714, Fayetteville, NC 28301 . 10 . Monitoring and Recording Freeboard Levels : a . Highly visible waste-level gauges shall be maintained to mark the level of waste in each storage pond that does not gravity feed through a free flowing transfer pipe into a su~sequent structure . The gauge shall have readily visible permanent markings. 12 The waste level in each structure with a waste level gauge shall be monitored and recorded weekly on forms supplied by or approved by the Division. The Director may require more frequent monitoring and recording ·of waste levels based on the facility's compliance history for freeboard violations. b. Freeboard violations in any two consecutive years following the issuance of this Permit, or as determined necessary by the Director, shall monitor and record waste le vels as follows: · In addition to the facility's existing lagoon waste-level gauges, automated lagoon/storage pond waste-level monitors and recorders (monitored and recorded at least hourly) mus t be installed on all treatment and storage structures covered by a COC issued under this Permit to measure and record freeboard. This equipment must be properly maintained and calibrated in a manner consistent with manufacturer 's operation and maintenance. recommendations. This automated equipment must be in place no later than ninety (90 ) days following notification from the Director. The Director may determine that installation of automated waste level monitors is not required if the Permittee can demonstrate that preventative measures were taken to avoid the violations and that the violations resulted from conditions beyond the Permittee's controL If an automated level monitor(s) becomes inoperable, the Permittee shall: 1. report the problem by telephone to the appropriate Division Regional Office as soon as possible, but in no case more.than 24 hours following first knowledge of the problem; and, 11. make any needed repairs to the equipment as quickly as possible, and take and record daily waste levels at the same time e very day until suc h time as the automated equipment is placed back into op eration. c. The Director may require new or modified waste-l evel gauges if it is determined that the existing gauges are not adequate to acc urately indicate actual waste levels, or the various waste levels required to be maintained by this Permit or the CA WMP . 11 . Monitoring and Recording Precipitation Event a. Precipitation events at the facility to operate under this Permit shall be monitored and recorded as follows : A rain gauge must be installed at a site that is representative of the weather conditions at the farm's land application site(s) to measure all precipitation event s. The precipitation type and amount must be recorded daily for all precipitation events and maintained on site for review by the Department of Environment and Na tural Resources (Department). Dail y records do not need to be maintained for those days without precipitation events. b. The Director may require that an automated rain gauge and r ecorder must be installed on · site to measure and record all precipitation events. This equipment must be pro perly maintained and calibrated in a manner consist ent with manufacturer 's operation and maintenance recommendatio ns . This automated equipment must be in place no later than ninety (90) da ys following receipt of notice from the Director. 13 If an automated rain gauge(s) becomes inoperable, the Permittee shall : 1. report the problem by telephone to the appropriate Division Regiona l Office as soon as possible, but in no case more than twenty four (24) hours following first knowledge of the problem; and, u . make any needed repairs to the equipment as quickl y as possible, and take and record all rainfall events until such time as the automated equipment is placed back into operation. 12 . An analysis of the animal waste to be land applied shall be conducted in accordance with recommended laborator:-~<sampling procedures as close to the time o f application as practical and at least within sixty ( 60) days (before or after) of the date of application. Every reasonable effort shall be made to have the waste analyzed prior to the date o f application and as close to the time of waste application as possible. This analysis shall include the following parameters: Nitrogen Phosphorus Zinc Copper 13. The Permittee shall record all irrigation and land application e vent(s) including hydraulic loading rates, nutrient loading rates and cropping information. The Permittee shall also record removal of solids and document nutrient loading rates if disposed of on-site, or record the off-site location(s). These records must be on forms supplied by, or approved b):, the Division. 14. A record shall be created and maintained of all transfers of waste between waste structures on the same site not typically operated in series. Such· record shall include at least the identity of th e structure from which the waste was transferred, the identity of the structure receiving the waste, the date and time of transfer and the total volume of waste transferred. 15 . The Permittee must maintain monthly stocking records for the facility and make the records available to the Department. 16. If, for any reason, there is a discharge from the waste collection, treatment, storage and application systems (including the land application sites), to surface waters or wetlands, the Permittee is required to make notification in accordance with Condition Ill. 20. The discharge notification shall include the following information: a . Description of the discharge: A description of the discharge including an estimate of the volume discharged, a description of the flow path to the receiving surface waters or wetlands and a site sketch showing the path of the waste. b . Time of the discharge: The length of time of the discharge, including the exact dates and times that it started and stopped, and if not stopped, the anticipated time the discharge is expected to continue. c. Cause of the discharge: A detailed statement of the cause of the discharge . If caused by a precipitation event, detailed information from the on-site rain gauge concerning the inches and duration of the precipitation event. d . All steps being taken to reduce , stop and cleanup the di scharge. All steps to be taken to prevent future discharges from the same cause. 14 e. Analysis of the waste: A copy of the last waste analysis conducted as required by Condition III. 12 above. f. A waste sample, obtained within seventy-two (72) hours following flrst knowledge of the discharge to surface waters or wetlands, from the source lagoon/storage pond, shall be analyzed for the following minimum parameters: Fecal coliform bacteria T ota1 suspended solids Ammonia nitrogen (NH~-N) Nitrate nitrogen (NO~-N) Five-day biochemical oxygen demand (BOD5) Total phosphorous Total Kjeldahl nitrogen (TKN) Monitoring results must be submitted to the Division within thirty (30) days of the discharge event. 17. In accordance with 15A NCAC 02T .0108(c), the Division may require any monitoring and reporting (including but not limited to groundwater, surface water or wetland, waste, sludge, soil, lagoon/storage pond levels and plant tissue) necessary to determine the source, quantity, quality, and effect of animal waste upon the surface waters, groundwaters or wetlands. Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Division requirements. 18. A copy of this Permit, certification forms, lessee and landowner agreements, the CAWMP, Best Management Plan, the Operations and Maintenance Manual, and copies of all records required bY. this Permit and the facility's CA WMP shall be ma.intained by the Permittee in chronological and legible form for a minimum of flve (5) years. Records include but are not limited to: soil and waste analyses, rain gauge readings, freeboard levels, irrigation and land application event(s), past inspection reports and operational reviews, animal stocking records, records of additional nutrient sources applied (including but not limited to sludges, unused feedstuff leachate, septage and commercial fertilizer), cropping information, waste application equipment testing and calibration, and records of removal of solids to off-site location(s). These records shall be maintained on forms provided or approved by the Division and shall be readily available at the facility (stored at places such as the farm residence, office, outbuildings, etc.) where animal waste management activities are being conducted for the life of this Permit, unless otherwise specified in this Permit. 19. Within fifteen (15) working days of receiving the request from the Division, the Permittee shall provide to the Division one ( 1) copy of all requested information and reports related to the operation of the animal waste management system. Once received by the Division, all such information and reports become public information, unless they constitute confidential information under NC G.S. 132-1.2, and shall be made available to the public by the Division as specified in Chapter 132 of the General Statutes. 20. Regional Notification: The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910) 433-3300, as soon as possible, but in no case more than 24 hours following first knowledge of the occurrence of any of the following events: a. Failure of any component of the animal waste collection , treatment, and storage and land application system resulting in a discharge to surface waters. 15 b. Any failure of the animal waste treatment and dispos al s ystem that renders the Facili ty incapable of adequately receiving, treating or storing the animal waste and/or sludge . c. A spill or discharge from a vehicle or piping system transporting animal waste or sludge which results in, or may result in, a discharge to surface waters or an event that pos es a serious threat to surface waters, wetland, or human health or safety. d. Any deterioration or leak in a treatment unit that poses an immediate thre at to the environment. e. Failure to maintain adequate storage capacity in a treatm ent unit greater than or equal to that required in Condition VI.2 of this permit. f. Any discharge that bypasses a treatment unit. g. Any discharge that poses a serious threat to the en vironment or human safety or health h. Any failure of any component of the Innovative System. 1. Over applying waste either in excess of the limits set out in the CA WMP or where runof f enters surface waters or wetlands. For any emergency that requires immediate reporting after normal business hours, please contact the Division of Emergency Management at 1-800-858-0368. The Permittee shall also flle a written report to the appropriate divi sion within the Fayettevill e Regional Office of the occurrence within five (5) calendar days following first knowledge of the occurrence. This report shall outline the actions taken or proposed actions to correct the problem and to ensure that the problem does not recur. The requirement to fil e a written repo rt may not be waived by the Regional Office. 21. The Director may require the Permittee to flle an annual certification report based on the compliance history of the facility. If required, the report mu st be filed on forms provided by the Division. 22. The DirectGr may require this facility to submit additional reports and/or certifications based on compliance history. 23. In the event of a discharge of 1,000 gallons or more of waste to surface waters or wetlands, the Permittee must issue a press release to all print and electro nic news media that provide general coverage in the county in which the discharge occurred setting out the details of the discharge. The press release must be issued within fony-eigbt ( 48) ho urs after it is determined that the discharge has reached the surface waters or wetlands . A copy of the press release and a list of the news media to which it was distributed must be kept for at least one ( 1) year after the disc harge and must be distributed to any person upon request. 16 24. 26. In the event of a discharge of 15,000 gallons or more of animal waste to surface waters or wetlands, a public notice is required in addition to the press release described in Condition m 16. The public notice must be placed in a newspaper having general circulation in the county in which the discharge occurred and the county immediately downstream within ten (10) days of the discharge. The minimum content of the notice is the name of the facility, location of the discharge, estimated volume of waste entering state waters, time and date discharge occurred, duration of the discharge, identification water body that was discharged into including creek and river basin if applicable, actions taken to prevent further discharge, and a facility contact person and phone number. If a discharge of 1 ,000,000 gallons of wastewater or more reaches surface waters or wetlands, the appropriate Division Regional Office must be contacted to determine in what additional counties, if any, a public notice must be published. A copy of all public notices and proof of publication must be sent to the Division within thirty (30) days of the discharge. The Permittee shall conduct a survey of the sludge accumulation in all lagoons every year. The survey report should be written on forms provided or approved by the Division and shall include a sketch sho.wing the depth of sludge in the various locations within each lagoon. This survey frequency may be reduced if it can be demonstrated to the satisfaction of the Divisio.n that the rate of sludge accumulation does not warrant an annual survey. If the sludge accumulation is such that the structure does not satisfy the criteria set by NRCS NC Conservation Practice Standard No. 359, a sludge removal or management plan must be submitted to the appropriate Division Regional Office within ninety (90) days of the determination.· The plan shall describe removal and waste utilization procedures to be used. Compliance regarding sludge levels must be achieved within two (2) years of the determination. 27. If required by 15A NCAC 02T Section .1300 , the Division may notify the permittee to conduct compliance water quality monitoring on surface and/or groundwater during the period of this Permit. This monitoring will not be required until such time as the Division notifies the permittee. A monitoring plan shall be established within the time specified by the above referenced rules. All monito~g must be performed using standard sampling protocol, tested at a laboratory approved by the Division, and results must be submitted to the Division. IV. GROUNDWATERREQUIREMENTS 1. The Groundwater Compliance Boundary is established by 15A NCAC 2L .0102 and 15A NCAC 2T .0 l 03. An exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to the requirements of 15A NCAC 2L and the Division in addition to the penalty provisions applicable under the North Carolina General Statutes. 2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided. V. INSPECTIONS 1. The Permittee shall allow any authorized representative of the Department, upon the presentation of credentials and other documents as may be required by law and in accordance with reasonable and appropriate biosecurity measures, to: a. Enter the Pennittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this Permit; 17 b. Have access to and copy, at reasonable times , any records that must be kept under the conditionS of this Permit; c . Inspect, at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Permit; and, d . Sample or monitor, at reasonable times , for the purpose of assuring permit compliance, any substances or parameters at any location. VI. GENERAL CONDITIONS 1. The issuance this Permit shall not relieve the Permittee of the responsibility for compliance with all applicable surface water, wetlands, groundwater and air quality standards or for damages to surface waters , wetlands or groundwaters resulting from the animal operation. 2 . The maximum waste level in lagoons/storage ponds shall not exceed that specified in the CA WMP. At a minimum, maximum waste level for lagoons/storage ponds must not exceed the level that provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one (1 ) foot of structural freeboard except that there shall be no violation of this condition if: (a) there is a storm event more severe than a 25-year, 24-hour event, (b) the Permittee is in compliance with its CA WMP, and (c) there is at least one (1) foot of structural freeboard. 3. All containment basins, such as a lagoon or a storage pond, used for waste management shall continue to be subject to the conditions and requirements of this Permit until properly closed . When the containment basin is properly. closed in accordance with the NRCS NC .Conservation Practice Standard No. 360 "Closure of Waste Impoundments ," February 2008 or any subsequent amendment, the containment basin shall not be subject to the requirements of this Permit. The Permittee must submit a letter to the Division to request rescission o f the Permit by providing documentation of closure of all containment basins. Closure shall also include a minimum of 24 hours pre-notification of the Division and submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to the address identified on the form within fifteen ( 15) days of completion of closure . 4. The annual pennit fee shall be paid by the Permittee within thirty (30) days after being billed by the Division. Failure to pay the fee accordingly constitutes grounds for revocation of its COC to operate under thi s Pennit. 5. Failure of the Permittee to maintain, in full force and effect , lessee and landowner agreements, which are required in the CA WMP, shall constitute grounds for revocation of this Permit. 18 6. Upon classification of the Facility by the Water Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall designate a Certified Water Pollution Control System Operator (Operator) to operate the Facility. The designated Operator must hold a certificate of the same type(s) and grade(s) as the classification(s) assigned to the Facility by the WPCSOCC. The Permittee may also be required to designate a certified back-up Operator of the appropriate type and grade to comply with the conditions of 15A NCAC 8G. 0202. The Permittee shall submit to the WPCSOCC a completed designation form designating the appropriately certified Operator(s) thirty (30) days prior to the introduction of waste into the system or within thirty (30) days of classification, in the case of the Existing System. The designated Operator of the Facility must visit the Facility as often as neces sary to insure proper operation of the system, but in no case less frequently than as specified in 15A NCAC 8G .0204(2), 15A NCAC 8F. 0203, or both. 7. After the Innovative System has been in use for one (1) year (does not need to be consecutive) the Permittee or their designee shall submit a progress report to the Division. This report shall . include any recommendations for improvements if the system is to remain operationaL 8. After the Innovative System has been in use for one (1) year (does not need to be consecutive) the Permittee or their designee must submit a comprehensive Operation and Maintenance (O&M) manual if the system is to remain operational. The O&M manual shall include the following minimum information: a. As-built drawirigs, .b. A detailed description of the Innovative System, c. Warranty information for all installed equipment and each major component, d. Inventory, functional descriptions, and complete operating · instructions for all installed equipment and each major component, e. Instructions for start-up/shut-down as well as for calibration and adj ustment of all installed equipment and each major component, f. Recommended maintenance management system, including preventative and predictive maintenance, for all installed equipment and each major component, g. Contact information for local service companies as well as instructions for replacement of all installed equipment and each major component, h. Contact information for local contractors capable of performing emergency repairs, and 1. Contact information for regulatory and other agencies. 9. After the Innovative System has been in use for.one .(1 ) y ear the Permittee or a designee must submit a comprehensive operator-training program to be approved by the Division. 10. Upon review of these documents the Division maintains the right to reconsider the Innovative System for continued approval. 19 11. The Division may require any monitoring (including but not limited to groundwater, surface water, animal waste, sludge, soil and plant tissue) necessary to determine the source, quantity, quality, and effect of any waste upon the Waters of the State. Such monitoring, including its scope, frequency, duration and any sampling, testing, and reporting systems, shall meet all applicable Environmental Management Commission (Commission) requirements. 12 . Failure to abide by the conditions and limitations contained in this Permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A-6C and may include the requirement to obtain additional treatment or storage units and/or addition of land application sites, and/or the modification of the Innovative and/or Existing Systems. 13 . The issuance of this Permit does not excuse the Permittee from the obligation to comply with all applicable statutes, rules, regulations, or ordinances (local, state, and federal). 14 . Should the Permittee desire to abandon the Innovative System in accordance with 15A NCAC 02T .1309, a "closure plan'' must be submitted to the Division. The closure plan must include recommendations b y a Professional Engineer for the removal of all equipment associated with the Innovative System so as not to create any discharge from the Innovative System or the previously existing wastewater treatment system, and so as to not compromise the Existing System in any way. No equipment shall be removed without prior approval from the Division. 15 . This Permit shall become voided unless the Facility is constructed in accordance with the conditions of this Permit, the approved plans and specifications, and other supporting data . 16 .' This Permit is effective only with respect to the nature and volume o f wastes described in this Permit for the Tyndall Hog & Chicken Farm, Inc .. Any proposed modification to an animal waste management system shall require approval from the Division prior to construction. 17. This Permit is not automatically transferable. In the event there is a desire for the Facility to change ownership, or there is a name change of the Permittee, a formal permit request must be submitted to the Division accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. 18 . A set of as-built plans and specifications for the subject project must be retained by the Permittee for the life of the project. 19 . The Permittee, at least six ( 6) months prior to the expiration of this permit, shall request its extension. Upon receipt of the request, the Commission will review the adequacy of the Facility described therein, and if warranted, will extend the Permit for such period of time and under such conditions and limitations as it may deem appropriate. 20. The issuance of this Permit does not prohibit the Division from reopening and modifying the Permit, revoking and reissuing the Permit, or terminating the Permit as allowed by the appropriate laws, rules, and regulations. 20 21. Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation to the Division demonstrating that the performance standards of G.S. § 143- 215.10.1. are met prior to restocking of the facility. VII. PENALTIES 1. 3. Failure to abide by the conditions and limitations contained in this Permit; the facility's Best Management Plan; the facility's CA WMP; and/or applicable state law; may subject the Permittee to an enforcement action by the Division including but not limited to the modification of the animal waste management system, civil penalties, criminal penalties and injunctive relief. The Permittee must comply with all conditions of this Permit. Any permit noncompliance constitutes a violation of state law and is grounds for enforcement ·action;· for permit coverage termination, revocation and reissuance, or modification; or denial of a permit coverage renewal application. It shall not be a defense for a Permittee in an enforcement action to claim that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this Permit. · VIII. DEFINITIONS 25-year, 24-bour rainfall or storm event means the maximum 24-hour precipitation event with a probable recurrence interval of once in 25 years, as defined by the National Weather Service in Technical Paper Number 40, "Rainfall Frequency Atlas of the United States,'' May 196L and subsequent amendments, or equivalent regional or state rainfall probability information developed therefrom. Agronomic rates means the amount of animal waste and/or other nutrient sources to be applied to lands as outlined in NRCS NC Conservation Practice Standards No. 590 "Nutrient Management" and No. 633 "Waste Utilization" or as recommended by the NCDA&CS and the North Carolina Cooperative Extension Service at the time of certification of the Animal Waste Management Plan by the appropriate certified technical specialist. Amendment to theCA WMP means a change and/or addition to a part(s) of the plan, and requires that the change and/or addition adhere to current applicable standards. The following are examples of amendments to the CA WMP: • In an ·existing CA WMP, a change in crops and/or cropping pattern that utilizes 25% or less of theN generated is considered a plan amendment. Additional acreage needed to facilitate the change in crops and/or cropping pattern is permissible and considered part of the amendment. • The addition of winter crops and/or interseeded perennial crops are considered amendments to an existing CA WMP when the operation does not require additional acreage and/or crops for N utilization, and does not exceed the 25% criteria stated above . 21 • When a CA WMP cannot meet N utilization requirements due to land lost to irrigation inefficiency (useable versus total acres), then theCA WMP may be amended to increase ava ilable acreage and/or change the crop for N utilization. This is the only exception to the 25% N criteria for plan revision. • Inclusions of emergency action plans, and insect, odor and mortality checklists are considered CA WMP amendments. • Including additional acreage for land application beyond what is required in the existing CA WMP is considered a plan amendment. Animal feeding operation means a lot or facility (other than an aquatic animal production facility) where the following conditions are met: (i) animals (other than aquatic animals) have been, are, or will be stabled or confined and fed or maintained for a total of forty five (45) days or mo re in any twelve (12) month period, and (ii) crops, vegetation, forage growth, or post-harvest residues are not sustained in the normal growing season over any portion of the lot or facility. Two or more animal feeding operations under common ownership are considered to be a single animal feeding operation if they adjoin each other. or if they use a common area or system for the disposal of wastes. Certification means technical specialist certification of the CA WMP in accordance with the requirements of 15A NCAC 02T .1304. It is unrelated to terms "Annual Certification" as used in Condition ill.21 of this Permit, and the "No Discharge Certification Option" allowed by the November 2008 EPA CAFO Rule. Ditch means any man made channel for the purpose of moving water off a site to the surface waters. Excessive Ponding means any area of the application field where visible liquid waste is ponded on the surface of the land application site more than four ( 4) hours following the application of waste. Excessive ponding also means any areas where the ponding of waste has resulted in crop failure. Groundwaters mean any subsurface waters, as defmed in 15A NCAC 2L .0102. Land application means the application of wastewater and/or waste solids onto or incorporation into the soil. Major changes to the CA WMP means changes in the number of animals, type of operation (feeder to finish to wean to feeder), retrofit of a lagoon, installation ~f a new irrigation system. and similar type changes. Recenification is only required for major changes to the CA WMP. Major changes to a facility must first be approved by DWQ. The new CA WMP and the certification shall be submitted with a request that the COC be amended to reflect the changes. The facility may not make the changes until a new or amended COC has been issued. Revision to the CA WMP means a change to an entire CA WMP to meet current applicable standards. A CA WMP must be revised if the operation cannot utilize all N nitrogen generated by the animal production in accordance with the existing CA WMP, except for the specific conditions noted in the CA WMP amendment criteria as previously defined. For an existing CA WMP, a change in crops and/or cropping pattern that utilizes more than 25% of the N generated by the operation is considered a plan revision. Any change to an existing CA WMP . whether an amendment or revision, must be signed and dated by both the producer and a technical specialist for the new CA WMP to be valid . A revision o f the CA WMP does not require recenification. 22 State Waters means all surface waters, wetlands, groundwaters and waters of the United States located in the State. Surface Waters means any stream, river, brook, swamp, lake, sound, tidal estuary, bay, creek, reservoir, waterway, or other_surface body or surface accumulation of water, whether public or private, or natural or artificiaL that is contained in, flows through, or borders upon an y portion of the State ofNorth Carolina, including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any addi~ional Waters of the United States which are located in the State. Waste means manure, animal waste, process wastewater and/or sludge generated at an animal .feeding operation. Wetlands means areas that are inundated or saturated by an accumulation of surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support a prevalence of vegetation typically adapted for life in saturated soil conditions, a s defined in 15A NCAC 1B .0202. Permit issued this the 23rd day ofNovember, 2009 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. A WI820615 23 RA NCDENR North Carolina Department of Environment and Natural Resources ·Beverly Eaves Purdue Governor William & Becky Tyndall Tyndall Hog & Chicken Farm, Inc 333 Cedar Lake Lane Clinton, NC 28328 Division of Air Quality B. Keith Overcash, P.E -Director October 20, 2009 Subject: Best Management Plan for Animal Operations DWQ Application No. A WI 820615 Tyndall Hog & Chicken Farm, Inc. Sampson County Dear Mr. Tyndall: Dee Freeman Secretary The Division of Air Quality (DAQ) has completed the review of your permit application to the Division of Water Quality (OWQ) for the lagoon conversion at the farm noted above. Since funds from the Lagoon Conversion Program (LCP) are being used, the farm is required to meet all of the regulatory requirements for new and modified farms. The DAQ has also reviewed the supplemental information provided to fulfill the requirements in 15A NCAC 20 .1802 (1), new and modified farms (expanding production), to have an approved Best Management Plan for Animal Operations prior. to construction or modification. The requirements for the contents of the pia~ are specified in 15A NCAC 20 .1803. Based upon our review of the information provided, the submittals appear to fulfill the requirements and therefore DAQ approves the information submitted for the purpose of your Best Management Plan. You will be required to comply with the requirements and complete the implementation of the Best Management Plan within six months of completion of the lagoon conversion and commencement o f operations of this farm with the new waste management system. As noted in previous correspondence. the odor limitations of 15A NCAC 20.1808 will apply at the property boundary. If you have any questions concerning this matter, please do not hes itate to contact Gary Saunders in the Stationary Source Compliance Branch at (919)733-1497 or via email at gary.saunders@ ncdenr.gov. BKO/gs Cc: Steven Vozzo (FRO) Ray Campbell, Super Soils Systems USA 1641 Mail Service Center, Raleigt1, North Carolin a 27599-164 i 272 8 Caplial Blvd., Raleigh, NC 27 604 Sincerely, ~erc~h,PE Phone : 919 -73 3-3340\ FAX : 919 -71 5-7175 \ Intern et: www.d aq .state.nc .us/ An Equ al Oppo rtuni ty/.A.flirm ativ e Act1on Employ er OnehC l" Nort aro Ina Naturally Permit No. AWI820615 November 23, 2009 ENGINEER'S CERTIFICATIOJ\' I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project-------------------,-------- Project Name Location for the Permittee hereby state that, to the pest of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of this Permit, the approved plans and specifications, and other supporting materials . Signature-------------------Registration No.------ Date --------------- 24 Billy Tyndall Tyndall and Son 6431 NUS 421 Hwy Clinton, NC 28328 Dear Billy Tyndall: July 1, 2007 Michael F. Easley. Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Rcsomces Coleen H. Sullins. Director Division of Water Quality Subject: Certificate of Coverage No. AWS820615 Tyndall and Son Animal Waste Management System Sampson County In accordance with your application received on 20-Feb-07, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Billy Tyndall, authorizing the operation of the subject animal waste management system in accordance with General Permit AWGIOOOOO. lb.is approval shall consist of the operation of this system including, but not limited to, the management and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan (CA WMP) for the Tyndall and Son, located in Sampson County, with an animal capacity of no greater than the following swine annual averages: Wean to Finish: 0 Feeder to Finish: 5880 Wean to Feeder: 0 Farrow to Wean: 0 Farrow to Finish: 0 Farrow to Feeder: 0 Boar/Stud: 0 Gilts: 0 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 and replaces the NPDES COC issued to this facility with an expiration date of July 1 , 2007. You are required to continue conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension in Condition m.I9 does not apply. 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 CA WMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational informati.on 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 CA WMP 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. Enclosed for your convenience is a package containing the new and revised forms used for record keeping and reporting. Please pay careful attention to the record keeping and monitoring conditions in this oermit. Aquifer Protection Section Internet: www.ncwatcrgualitv.org 1636 Mail Service Center Location: 2728 Capital Boulevard An Equal Opportunity/Aflinnative Action Employer-50% Recycled/10% Post Consumer Paper Raleigh. NC 27699-1636 Raleigh. NC 27604 Telephone: Fax 1: Fax 2: Customer Service: ~Carolina ;valllrallg (9 19) 73 3-3221 (919) 715-0588 (919) 715-6048 (877) 6 23-{)748 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 thi~ p~it,c~nvey 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 02T .Olll(c) a compliance boundary is provided for the facility and no new water sup ply wells shall be constructed within the compliance boundary. Per NRCS standards a 1 00-foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field . Per 15A NCAC 02T .1306 , any containment basin, such as a lagoon or waste storage structure, shall continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS standards and the permit is rescinded by the Division. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CA WMP 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 G eneral 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 Aquifer Protection staff may be reached at 91 0-433-3300. If you need additional information concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733- 3221. Sincerely, for Coleen H. Sullins Enclosures (General Permit AWGlOOOOO , Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Sampson County Health Department Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files Permit File AWS820615 ·-~-·Barber, Jim AV I 820~/s­ SA~'''PS DP t=f2<> t=Jl-1;_ COP'( From: Barber, Jim Sent: Thursday, July 09, 2009 2:51 PM 'kellyrn@intrstar.net' To: Cc: Guyton, Steve; Revels, Ricky; Averitte, Ken; Turlington, Chad; 'sam.warren@nc.usda.gov;; Edwards, Danny Subject: Tyndall Hog farm ditch stabilization/sediment collection MVC-122S.JPG; MVC-123S.JPG Attachments: Jason Tyndall; After checking with folks here in the Fayetteville Regional office concerning the surface water ditch at the site, the following recommendations and information is being provided: 1. Approval from Land Quality is not necessary for any stabilization activities performed on the ditch; 2. As long as sediment from the eroding ditch bank doesn't reach or discharge into defined wetlands, then things are fine. Sediment needs to be contained on-site (i.e. in the ditch feature or constructed sediment basin within the ditch feature) and not migrate into the woods line; 3. Contact Sam Warren, District Conservationist at 910-592-7963 ext.3, for assistance in designing measures to mitigate erosion from entering the woods line and/or wetland features of the Great Coharie Creek. Measures could include a small basin with rock dam, lining the ditch with erosion control matting, laying the banks of the ditch back and seeding or a combination thereof; 4. The small amount ofsediment that has reached the woods line should be stabilized, if possible, by seeding to minimize further migration into wetland areas (or as recommended by Sam Warren). If removal is recommended, please contact Ken Averitte at 910-433-3303 or Chad Turlington at 910-433-3320 prior to removing any sediment to determine if any wetland disturbance or impacts will result from the removal activity; If you have any questions or need additional assistance, don't hesitate to call Steve Guyton at 910-433-3330, Ricky Revels at 910-433-3334, Danny Edwards at 910-433-3394 or myself at 910-433-3340. Thanks for your cooperation and meeting with Steve, Danny and myself at your farm Tuesday morning. Jim Barber 1 • , . .. ···-··---·~ ~5. .. ~/vWJJ. .... '7'1 A .J i.5.4' : L t? 'r . Y .. -......... ;., .. ~ .l. Rr't~oy. ~A-riiJQQ~ _ . -yq,l\ ' \,~' ~ '.}-j--o? ~C-17fC- [~v--f ~b,;\v.-!_ __ e!~f>:~o/.,_.,.t.f. ..... ________ ....... _7/t!. _ ~J'p__ -~JIY d-1~-c:-.. b!J:;Lcf@_ ~C:.5f.! .. e.._<i_~ r.~.e -:J""1z-7/'.-.j _r•~vho..r~fuol e.j'fe5·~~(.'.v .... s.~~--. . ...... 910 -~96-_5@..1~-. ~~. i~ i\ c;2__. r .. c.n~ ~I .~t d"'i~'N\Of\J@ h<><j.S lt.ti-. (.ow-.._ .S C. S; tfD ,'""' /-,-.s-k. ~ e,;-/- ot~o -3J.."t -qq:z.~ 9tc."J -iflo-<Y/'lo 1 C,to-,S7o-4t3 7 CJ/o-.s-1~-27tJJ Oov~ Ni~~o~ Grd r~IU~ /{~-~-~-~--~~~~-;j ___ ... . .. _/e_v,'"""!~sf~ ,..~rpJ1/;rtwrt!lc.,(;f)~ .tf!o ~ Z'/5.-f'J'-_$. ~,y tAl iuj\AM_S*'- . : G~e:~N. s~.:~~-i~>.J ... -·-· ---L I -Jo..llt~.::..S.. ..... Qm.t>----·· .. Kll>J w~.st~~~4=c Sz.~ -~r+eVl I~D+ fib ..... Ho.~~~'~(Q __ ... ~-· . ( .. ; :J (. tf .. Clfi ~~ ... ' . . . -. . . . ~ ~. ~ ; da~_\.U\\\1 ~~ M."-'/~k\lc.coA. q Jf{). --~ 3~5""-.0 tK.~-- ~Ie'!r;c@pre.s-i~rr-.""'c; .eo--. . . . . ...... 9 \o-S'9.'-:-:-s7<1-<3 .. J lamb @pr.~+a.je..fa r..JY.IS .• C.DI'Y\.... .. . . . .. ..... . . .. -~1.0 ::.S -~b .. -:. S8Pi . t<~51-A-~~cV-b~~-u"rP-~~-u-~·-(:(5>?\_ .9(_6_~_cr_3. __ ?_3?_~. ~-uJo...t:.t--~I)Q-t')C.,us&.~o\1'. qJc)· S1?-,.-t9.b.~ .X.~ l~~@ .e£L.Y+k\ ~ N~. \1\e-+-. . q ~p-:-4-~3.-.2-~12-c . .. h tJ.~l=_Pr~~-eQ 6.eJkot<.~H_. __ f\lt;T... .. 9LP.-: .. ~l(J_-.9 fllj~_ ..... '( oc..kfto.IYI-JqrM~. @_ ·Lnfv-.f-:kr.l\t.-.-f: q r P -. J.f~~-:-{.,Lf 5'~. , t:t,t(-~'f._~ls:--·'-4,,_ -"' 1'~-WJ-~"-~ .... -.. q'!'CJ ~p-~-3 7_,S. . I ~ _·: .~-~-~, ..... --.':~ ~' ~ WASTE UTILIZATION PLAN ., ----------------------·" Producef~---;;~illy Tyndall Name o::f.~:,_F&rm::..: Tyndal i & Son Locatiori~~---:~431 US421 N County:Sampson . .,:.: : Clinton NC 28328 Phone--------:•:_,910-,596-0334 Type Opera~,.:fon·-------------:Feed-Fin Number of Animal---------~-: 5880 Storage Structure----------:Anaerobic Lagoon Method of application------:Irrigation .· Amount of waste produced per year---------------: 11172 tons/year Amount of plant available N <PAN> produced/year-: ~3524 lbs./year The waate.from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater~ The pl~ht nutrients in the animal waste should be use 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 ~an be balanced for realistic yields of the crop to be grown. Several factors are important ~~ 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. Alw~ys apply waste based on the needs of the crop to b~ grown and.the nutrient content of the waste. Do not apply more ni~iogen than the crop ~an utilize. 2. Soil types are impor.t~·nt. as they have different infiltration rates, leaching poie~tials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall not be applied to land eroding at ·m~re tb~rr 5 tons per acr~·per ye~r. Waste may be applied to-lend er~ding at.5 or more tons pe~ acre annually, but lees than f0 tons per acre per year providing that adequate fiiter strips are established. 4. Do not apply waste on saturated soils, when it is rainin~, or when the surface is frozen. Either of these conditions may in runoff to the surface waters which is not allowed under DWO regulations. Wind conditions should also be considered to avoild'drift and downwin~ odor problems. To ma~intize t.he value !of the nut:r·ients for crop pro_~-uction and to red~ce the potentiq~. £or pollution, the waste should be applied to a growing ~rap or applied not more than ~0 days prior . to planting a c_rop or forages breaking dorma~-~y. ~rijecting the waste or disking will conserve nutri~~ta and . ~educe ·ador problems. This plan i.s. based on the waste application method .,shown abov'e. I£ you choose to change methods in the future, you need ~a · revise ' this plan. Nutrient levels for ~iiferent application meth~ds are not the same. ~ The esti mat.ed 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~ In some cases you may want to have ... ~. ,:,;. \ \ ! ·:·'rynda 11 & Son Pag e 2 pl a nt analysis made, wh i c h could a llow additional wa s te to b e applied. Provisions shall be made for the area receiving wast e to be £le xible so as to a ccommodate c hanging waste analysis conte nt and the crop type. Lim e must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, me e ts the requirements for compli a nce with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tr·act No. ====== 10816 10817 10816 10817 10818 10818 10818 10818 10818 10818 10818 10818 ALL Field Soil Cr·op Yield Lbs. N Acres Lbs. N Montta to No. Type Code /Acre /Unit Used Apply :::::::::: ---------------:;.:=::;:= ==:::== .:::::::.== ======= --------------- 1 WaB c 5.5 50.00 5.14 1414 MAR -OCT 2 WaB c 5.5 50.00 4.48 1232 MAR -OCT 3 WaB c 5.5 50.00 4.48 1232 MAR -OCT 4 WsB c 5.5 50.00 3.40 935 MAR -OCT 5 BoB c 4.5 50.00 3.38 761 MAR -OCT 6 MaC c 6.0 50.00 3.56 1068 MAR-OCT 7 MaC c 6.0 50.00 1.96 588 MAR-OCT 8AS.B MaC c 6.0 50.00 2.28 684 MAR-OCT 9 .MaC c 6.0 50.00 4.12 1236 MAR-OCT 10 MaC c 6.0 50.00 2.11 633 MAR-OCT 11 MaC c 6.0 50.00 4.22 1266 MAR-OCT 12 MaC c 6.0 50.00 2.20 660 MAR -OCT 1-12 MaC,WaB K N/A 50.00 •41.3 3 2067 SEP-MAY Total 41.33 13775 Available Nitrogen <includes commercial) Surplus Or Deficit 13524 -251 Crop codes: Crop -unit A=Barley -bu. B =Bermudagrass(graze)-tons C=Berm udagrass<hay>-tons D =Co rn<grain)-bu. E =Corn(sllage)-tons F=Cotton -lbs . lint G ~FescueCgraze)-tone H=Fes c ue<hay>-tons I=Oate-bu. J=Rye-bu. K=Small grain<graze)-acre L=Small grain<hay>-acre M=Sorghum<grain)-cwt. W=Wheat -bu. Y=Fescue(pasture)-tons Z=SBDC Soybeans DC-bu. Applying the above amount of waste is a big job. You should plan time and h a v e appropriate equipment to apply th e waste in a timely manner. '"'J··-----..... __,.._...~ 1 ~· The appl icator· is c:.auLioned that P and K may be over applied while meetiDg the N requirements . In the £uture:, regulations may require farffie:re 1n some parts o£ North Caraljna to have a nutrient ~anagement plan that addressee all nutrients. This plan only addresses nitrogen. In interplanted £ields <i.e. small grain, etc, interseeded in bermudagrass), £orage 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 £our inches. In £ields where small grain etc, is to be r·emoved £or· hay or· silage, care should be exercised not to to let small grain to reach maturity, especially late in the season (i.e. April or May>. Shading may result if small grain gets too high and this will definitely interfere with stand o£ bermudagrass. This lose of stand will result in reduced yields and lese nitrogen being utilized. Rather tt1an cutting small grain for hay or silage just be£ore 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 time small grain is planted in the £all . The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best results. Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning may occur in livestock. Sampling forage or hay for nitrate levels is recommended. Acree shown in the tables are considered to be the usable acres excluding required bu££ers , filter stripe 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 field . 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. SLUDGE APPLICATION: The waste utilization plan must contain provision for periodic land application of sludge at agronomic rates. The sludge will be nutrient rlch and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2117 lbs. of plant available nitrogen per year in the sludge. If you remove sludge every 5 years, you will have approximately 10584 lba. of PAN to utilize. assuming you apply this PAN to hyb r id bermudagrass hayland at the rate of 300 lbs. of nitrogen per acre, you will need 35 acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre, you will need 85 acres of lend. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25~ depending on your sludge waste analysis, soil types, realistic yields, and application methods. Tyndall & S(:.n Pag e 4 APPLICATION OF WASTE BY IRR I GATION The irrigation application rate should not exceed the intak e ra te o£ the soil at the time o£ irrigation such that runo££ or pending occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity o£ the soil at the time o£ irrigation nor should the plant available nitrogen applied exceed the nitrogen needs o£ the crop. I£ surface irrigation is the method o£ land application for this plan, it is the responsibility o£ the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in tables. Failure to apply the recommended rates and amounts of nitrogen shown in the table may make thi s plan invalid. The following table is provided as a guide £or establishing application rates and alltOUnts. Tract Field Soil Crop Applic Applic IRR -2 No. No. Type Rate Amount PAN (in/hr> <in<s» LBS/AC ======= ------====== ====::::::;. -------==~==== ------------------------- 10816 1 WaB c 0.6 1.0 275 10817 2 WaB c 0.6 1.0 275 10816 3 WaB c 0.6 1.0 2 75 10817 4 WaB c 0.6 1.0 275 10818 5 BoB c 0.6 1.0 2 25 10818 6 MaC c 0 .6 1.0 300 10818 7 MaC c 0.6 1.0 300 10818 8 MaC c 0.6 1.0 300 10818 9 MaC c 0.6 1.0 3 00 10818 10 Ma C c 0.6 1.0 300 10818 11 MaC c 0.6 1.0 300 10818 12 MaC c 0.6 1.0 300 ALL 1 -12 MaC,WaB K 0.6 1.0 ~ s-O Thie ie the maximum a ppli c ation a mou nt all o wed f o r the s o il a s suming t he amount o£ nitrogen allowed for the crop is not o v e r a pplied. In many situ a ti o ns the appli c ation amount shown cannot b e applied be c ause a £ t h e nitro gen limitation. The maximum applic a tion amount sh o wn can be applied under o ptimum soil conditione. !;) 1\:t:: il-.).'1~ .· D Tyndall & Son Page 5 Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instances should the volume o£ the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour sto:t-·n•. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION !lAR.. lyAIO,Ot..&.. P£-~NS 70 {f;£AZ&Z CoVV'S e,J 7HE Ol/Eit..SEE.ID€'D ef{E --~--W.W#NIA16-1--'J---0c..To/.kfi:--.. JQ.f'tl} g.~(;fO·V-.-tJt:. (Hif'i'-1--By MAe,cH--3-1-----··-·- I.?P ~CP Yt~~. Page 6 WASTE UTILIZATION PLAN AGREEMENT Name of Farm: Tyndall & Son Owner/Manager Agreement I <we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I <we> know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to he submitted to the North Carolina Division of Water Quality <NCDWO> before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to the surface waters o£ the state from a storm event lees severe than the 25-year, 24- hour storm. The approved plan will be filed on-site at the farm office and at the office o£ the local Soil and Water Conservation District and will be available for review by NCDWO upon request. Name o£ Facility Owner: <Please print> Billy Tyndall Name of Manager(!£ different from owner): Name o£ Person Preparing Plan: <Please print:> G. Glenn Clifton Affiliation: Addr-ese: Prestage Farms, Inc. P 0 Box 438 Clinton NC 28329 Signature: ,J{. J.kcft6 {:..., Phone: 910-592-4776 Ext. 249 Date: ___ 2~J_l_t~~~0 -~ ____ __ Wettable Acres Determination Certification Name of Facility: "'"'Do.'"'~ c; S. ...t Owner(s) Name : B 1'-'--Y Ty'IIOA&..L Mailing Address: 6431 US 4-2. \ N FaCility· Number:· g-z ··.: '=-' S Phone No~t0-59(..-0334 ~l•ti.J7o.., N<:., 2.8~1.8 By signing this form, the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Determination. All necessary Wetta ble Acre Determination Field Data Sheets and calculations we re completed to conduct a Wettable Acre Determination . The facility's Waste Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Determination documents, along with the applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation . If any modifications to the existing irrig ation system or any new irrigation equipment was requi red to adequately address the waste management needs of this facility , an Irrigation Specialist or Professional Engineer has certified the design and installation below. Owner Name: ~I{ .,!-~:q;.:~t::f!n./. fi Owner Signature: ----jbev _ _L ~ Date: ....? ~II -o,< Technical Specialist Name : (;. GL€NrJ CLt r:=-r~~ Technical Specialist Signature: J4. ~ ~ t-Date: _____ _ If assisted by an Irrigation Specialist or Professional Engineer please read and sign below: Animal w aste application equipment ha~ been designe d or modified to apply waste as necessary to accommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been in s ta lled according to NRCS Standards and is ready for use . r .. / Irrigation Specialist/PE Name : ____________ __,..-------:'"':!:""7___,-:----~ I!Pgatio~:~~~~~~t{f.p ~~~~.Ufe ;-'· '-----..,...._;;..;._ _ __,......_-,---,-__ ~~:-,..-. -,..,..,, _,.,.,...,__,.,.....,...,........,~ ·:~-~-;~ :, tC.. •. . . ,. .... :·. ,., · ... ,-; ···. ···:-· .. '• _ .. !*' '• WN>~-1(~9. ~ ' · .... ~ . . . . !'{.-. ·-· .. -.- ~ .. <"~_:_; • • .. ·. ·.. . ·' .. ,-" .. · ~<? ........ ---· -···-·········--. ·-· ... --·--------- 1 t @ ;-~---···-----····--------·-·----···-···------··--····--------·--~ 1'. I ~·~ .. . •).' • e , . CA ·,;::.~ v..· :::...b): A=: Hard Hose Traveling Gun System FIELD DA.TA SHEET* 1. Make and model number AMMJOA~ I,.JDLI~TtlES flea.fll't~ I:Jic30f>T 2. Hose length W5 [feet] and hose inside diameter (ID) 3 [inch] 3. Gun make and model number -------------------------------------------- 4 . Gun nozzle size /.18 [inch], _____ ring orifice, _____ taper bore orifi ce. 5. Gun arc angle /lib [degrees] 6. lh5 1 Travel lane spacing -"C9t..=D~'--[feet). Indicate whether X uniform, _____ random. q . Number of interior hydrants -~3~-, Number of e>:terior hydrants 7. Gun wetted diameter .2So [feet]. >< measured, __ based on gun chart. 8. Gun pressure bO [psi]. ___ observe_d at working gauge, x determined from gun charts, ___ calculated (show calculations) """9. Operating pressure at hose reel psi]. __ observed at working gauge, __ provided by owner. "'* 10. Supply line size [inch] (from pump to last hydrant). "'"II. Supply line length feet (maximum pumping distance). "'"12. Supply line type PVC, aluminum. "'"13. Pump make and model number **14. Pump capacity, [gprn]. ** 15. Engine make and model number. ____________________________ __, or *'"J 6. Electric mot or horsepower a.t!d rpm ___ __._[hp] _____ ,[rpm] Note: It is strongly recommended that operating pressure at the reel and gun wetted rii2.1Ileter be :field determined. Locate each hydrant on a copy of the map . Indicate the s t a.-t and stop ofthe sprinkler cart for each travel Ia.1e and show distance traveled. Show the lo cation of the supply line. L-rigated acres will be determined by travel lane Optional da:c, fu rnish w here possible. "'**Information furnished by and/or Signarure of Own~ or ra:ility ~presentative Sig:narure ofTe= · Sp-...cialist G. GLEflrJ CLtF7oN Frint~ Nam~ of OI>."Der or .ra.."iliry R:pr-..sentative Printed name ofTe=hni=al Sp-~alist Dare ·----------------------------Date 2Ju/ o ,_ , **'" On1yihe person or persons collecting the data shouid sign the data sheet. Hard Hose Traveling Gun System Land owner: Billy Tyndall (Tyndall & Son) Facility Number: 82-615 Irrigation System Designation: X Existing Irrigation System New/Expanding ----Irrigation System Wetted Diameter: 250 feet 250 feet 76% 66% Spacing: 190 feet 165 feet Hydrant Layout: X Multiple Hydrants Single Hydrant ---- Pull Lane Pull Location Start Stop Total Number Spacing Length Ext/lnt Middle End End Acres 1 190 915 Ext 4.62 0.52 5.14 2 190 915 I lnt 4.00 0.48 4.48 3 190 915 lnt 4.00 0.48 4.48 4 190 570 lnt 2.88 0.52 3.40 5 Single 565 Single 2.92 0.46 3.38 6 Single 600 Single 3.10 0.46 3.56 7 Single 290 Single 1.50 0.46 1.96 8A 165 340 lnt 1.29 0.22 1.51 88 165 405 Ext 0 .77 0.77 9 165 760 Ext 3.62 0.50 4.12 10 165 1000 Ext 1.89 0.22 2.11 11 165 1000 lnt 3.79 0.43 4.22 12 165 310 Ext 1.48 0.50 0.22 2.20 Total 41.33 Computed By: G. Glenn Clifton .,If .cN6.--~ l...::. IRRIGATION SYSTEM PARAMETERS Land Owner: Address : Billy Tyndall (Tyndall & Son) Date: ~64~31~U~S4~2~1~N~------~------------2/6/02 Telephone : -::C-:-Ii7n-::to~n-:-N-::C-::-:::-28-:-3_2_8 ____________ Facility No. __ 8_2_-6_1_5_ 91 0-596-0334 County: Sampson TABLE 1 -Field Specifications Maximum Maximum Maximum Application Field No. Usable Application per Irrigation and/or Size of Slope Rate Cycle Pull No. Field Soil Type (%) Crop(s) (in/hr) (inches~ 1 5.14 WaB 0-6 CB-Hay, overseed 0.6 1 .0 2 4 .48 WaB 0-6 CB-Hay, overseed 0 .6 1 .0 3 4 .48 WaB 0-6 CB-Hay, overseed 0 .6 1.0 4 3 .40 WaB 0-6 CB-Hay, overseed ' 0.6 1.0 5 3 .38 BoB 0-6 CB-Hay, overseed 0.6 1.0 6 3 .56 WaB 0-6 CB-Hay, overseed 0.6 1.0 7 1.96 MaC 0-6 CB-Hay, overseed 0.6 1.0 8A 1.51 MaC 0-6 CB-Hay, overseed 0 .6 0.6 88 0 .77 MaC 0-6 CB-Hay, overseed 0.6 0 .6 9 4.12 MaC 0-6 CB-Hay, overseed 0 .6 1.0 10 2.11 MaC 0-6 CB-Hay, overseed 0 .6 1.0 11 4.22 MaC 0-6 CB-Hay, overseed 0.6 1.0 12 2.20 MaC 0-6 CB-Hay, overseed 0.6 1.0 41 .33 Computed By: G . Glenn Clifton Michael F. Easley, Govanor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources December I, 2006 CERTIFIED MAIL RETURN RECEIPT REQUESTED Alan W. Klimek. P .E. Directo r Division of Water Quality RECEIVED DECO& Dl Billy Tyndall Tyndall and Son 6431 NUS 421 Hwy Clinton, NC 28328 DENR-FA'trnEWlf REG!OlW. QlflCE Subject: Application for Renewal of Coverage for Expiring NPDES General Permit Dear Permittee: Your facility is currently approved for operation under one of the Animal Waste Operation NPDES Gen eral Permits, which expire on July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES•·general permits and the State Non-Discharge General Permits are available at http://h2o.enr.state.nc.us/aps/afou/downloads.htm or by writing or calling: NCDENR-DWQ Animal Feeding Operations Unit 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 733-3221 In orde r to assure your continued coverage under one of these two types of general permits. you must submit an application for oermit coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an Expiring NPDES General Permit.' The application form must be completed and returned by Januarv 2, 2007. Pleao;e note. you must include two (2) copies of your most recent Waste Utilization Plan with the application form. Failure to request renewa l 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 ofNCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day. If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-3221. Sincerely, ~----. '6 ·£./L~:;_;.;p) Enclosures cc (w/o enclosures): Ted L. Bush, Jr., Chief Aquifer Protection Section Sampson County Soil and Water Conservation District Fayetteville Regional Office, Aquifer Protection Section AFO Unit Central Files-820615 Prestage Farms In c Aquifer Protection Section lntanet: www.ncwaternualitv.org 1636 Mail Serv ice C enter Location: 2728 Capital Boulevard Raleigh, NC 27699-1636 Raleigh, NC 27604 An Eq ual Opportunity/Affirmative Action Employer-SO"k Recycledl10% Post Consumer Paper Telephone: Fax 1: Fax 2: Customer Service: rfo'<rthCarolina <9 19) !Y_n!!!!.nllg (919) 7 15-0588 (919) 7 15-6048 (877) 623-6748 ANIMAL FACILITY ANNUAL CERTIFICATION FORI\1 Certificate of Coverage or Permit Number ;t/CA :21 J.6/S · County &~,JSCI\. I Yenr 20o.5 Facility ~arne (as shown on Certific~~e of Coverage or Pe.~it) . . ,.7f1Jed/ J-.. <:",h_ 'bp~;~t9r)n _Charg~ for thi~ Facilit; .··, :~~·p_n ... L . 7}:JJctJ ·. : <;~~.~~~~tion~ i7-IJ.3 Land ~plication of animal waste as allowed by .the above penriit'occurred d{mng the' past c~lendar year (1 . · · _..:..,/_.YES NO. IfNO, skip Part I and Part II and proceed to the certification. Also, if animal waste was generated but not land applied, please attach an explanation on how the animal waste was handled. Part I : Facility Information: I. Total number of application Fields or Pulls (please check the appropriate box) in the Certified Animal Waste Management Plan (CA WMP): /2 Total Useable Acres approved in the CAWMP lf/.11 2. Total number of Fields or Pulls (please check the appropriate box) on which land application occurred during the year: 6 Total Acres on which waste was applied 'J). O(, 3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites: L3i.Sb ' 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and the permit: j 3 _ ZZf I 5. Estimated amount oftotal manure, litter and process wastewater sold or given to ·other persons and·taken off site during the year n ou e tons or gallons (please check the appropriate box) 6 . Annual average number of animals by type at th is facility during the previous year: .5!72 7. Largest and smallest number of animals by type at this facility at any one time during the previous year: Largest_-+~~---------------------------------­ Smallest --~~~~------------------------------------ (These numbers are for informational purposes only since the only permit limit on the number of animals at the facility is the annual average numbers} 8. Facility's Integrator if applicable: ----~-A~aw.,.~~IL!frc~~~..!..p;_-""""41-'_J,;m[l...s~---------------- Part II: Facility Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE . I . Only animal waste generated at this facility was applied to the per ~itted B~\{fO ~ No the past calendar year. FEB 2 2 2035 AFACF 3-14-03 1 DENA-FAYETTEVILLE REGIONAL OffiCE 2. The facility was operated in such a way that there was no direct runoff of waste from the facility (including the houses, lagoons/storage ponds and the application sites) during the past calendar year. 3 . There was no discharge of waste to surface water from this facility during the past calendar year. 4. There was no freeboard violation in any lagoons or.storagc ponds at this facility during the past calendar year. · ~-~-.,. : ' · ""··. ·_-_--. . c ••• ,. .• ":"' • 5. There was no PAN application to any fields or crops at this facility greater than the levels specified in this facility's CA \VMP during the p~t calendar year. 6. All land application equipment was calibrated at least once during the past calendar year. 7 . Sludge accumulation in all lagoons did not exceed the volume for which the lagoon was designed or reduce the lagoon's minimum treatment volume to less than the volume for which the lagoon was designed. 8 . A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. 9 . Annual soils analysis were performed on each field receiving animal waste during the past calendar year. · 10. Soil pH was maintained as specified in the permit during the past calendar Year? II. All required monitoring and reporting was performed in accordance with the facility's permit during the past calendar year. 12. All operations and maintenance requirements in the permit were complied with during the past calendar year or, in the case of a deviation, prior authorization was received from the Division of Water Quality. 13 . Crops as specified in theCA WMP were maintained during the past calendar year on all sites receiving animal waste and the crops grown were removed in accordance with the facility's pennit. 14. All buffer requirements as specified on the permit and theCA WMP for this facility were maintained during each application of animal waste during the past calendar year. No No No No No No No No No No No No No "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the infonnation submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility offines and imprisonment for knowing violations." Permittee Naffte and Title (type or print) }Signature of~rmittee Signature of Operator in Charge (if different from Permittee) AFACF 3-14-03 2 ., Date .. .,. ._, .. !"'' (',: Date • • ~·;·•" ,to·· , ' !f • Lagoon Sludge Survey Fonn A. Farm Permit or DWQ Identification Number ______ ~=.;{._--'b=:...:../ 5"'--------- B. Lagoon Identification Tv ala II sf: s(JO ( 1-f) I C. Person(s) taking Measurements ::Ja 1'Ylf i f-Bur/dy D. Date of Measurements ____ __..b~·-_9......._--'u:...:~s"--------------- E. Methods/Devices Used for Measurement of: a. Distance from the lagoon liquid surface to the top of the sludge layer: b. Distance from the lagoon liquid surface to the bottom (soil) oflagoon: Ia-:: f-Ii{·n cs c . Thickness of e sludge layer tf making a dtrect measurement wtth "core sampler'': F . Lagoon Surface Area (using dimensions at inside top of bank): 3 .'7 (acres) (Draw ~ketch ofhgMD on a :;ep!!rate ~heet :!!'ld !ist &mensions, a!'ld -.:::llculate !:1!Iface '!rea.) G . Estimate number of sampling points: H. I. J . K . L. M. N. 0. P. a. Less than 1.33 acre: Use 8 points b . If more than 1.33 acre, ......:L=L_ acres x 6 = ~ <3 , with maximum of 24. (Using sketch and dimensions, develop a uniform "grid" that has number of intenection points that match most closely with the estimated number of sampling points needed. Number the grid intelsection points on the lagoon grid to correspond with the data to be recorded for points of measurement.) Conduct sludge survey and record data on "Sludge Survey Data Sheet". At time of sludge survey, also measure the distance from the Maximum Liquid Level to the Present Liquid Level (measure at the lagoon gage pole): Determine distance from Maximum Liquid Level to Minimum Liquid Level: (Determine from Plan or other lagoon records) · Calculate distance from present liquid surface level to Minimum Liquid level : Item J -Item I , assuming present liquid level is below Max. Liq. Level: Record from sludge survey data sheet the dis tance from the present liquid surface level to the lagoon bottom (average for all the measurement points): Record from sludge survey data sheet the distanc e from the present liquid surface level to the top of the sludge layer (average for all the measurement points): Record from sludge survey data sheet the average thickness of the sludge layer: Calculate the thickness of the existing Liquid Treatment Zone (Item M -Item K): (Note: If hem 0 is less than 4 ft ., a sludge removal and utilization plan may be required by N . C. DWQ. See your specific permit or contact DWQ for more informat ion.) .I ).,0 /.3 Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope. Completed by· , fO m e• ~ La M b Print Name .•" ..tJ I '---aav,="-""-...._...t.....,.(l""---l(,..:..i-."".2""'LuM~)'-----Date: 6 -q-0 S: ~~ Signature @ flkMf11 ~ :: /IiJ -./ White ~ Office Yellow ~ Producer RECDVF.O FEB 22 2C~S OENR-FAmTE\1llf REGIONAL OffiCE • • ' • Sludge Survey Data Sheet Sludge Survey Data Sheet Completed by: , J;, me s Lo m 6 Print Name (A) (B) Grid Point No. Distance from liquid surface to top of sludge Lagoon Identification: . ( _ ) Tvrv/q /{ ..t: S:: •O I f <:aawc! <~ia-vh 1 Date: b-'LoS Sigri~ture (C) (C)-(B) Distance from liquid surface Thickness of sludge to lagoon bottom {soil) laver Ft. & inches Feet (tenths) Ft. & inches Feet (tenths) Ft. & inches Feet (tenths) 1 1. ' ~---- 2 g,l../ 3 {!.5 . 4 g,6 5 ?.a, 6 '6.'-1 7 $?.5 8 F. G. 9 r!? 10 q.:l 11 q '1 12 (,. .:::. 13 ~.1 14 q,o 15 C( . J,... 16 ~. ~ 17 R.9 18 ~.0 19 S.1 20 f.>.'l ------ 21 22 '7.8 23 24 Average F.'ti I;;;. . 3 ~.5 *All Grid Points and corresponding sludge layer thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. See Appendix 6 for conversion from inches to tenths of feet. .1 White -Office Yellow-Producer r RECEI\IFD FEB 2 2 2CGS ., j DENR-FA!'ETm7uE Jl~n. ••. ~ ... ~ OfflCE 1 - ANIMAL FACILITY ANNUAL CERTIFICATION FORM Certificate of Coverage or Permit Number ~CA-2.WOOO County ~ "'f5on Year 2005 Facility Name (as shown on Certificate of Coverage or Pe~it) Tyt,Ja lj J.. :{0 '\.. Operator in Charge for this Facility Ja.50ft L, Tvi\Ja 1/ Certification# /9/..23 I Land )lPplication of animal waste as _allowed by the above permit occurred du~g th~ past cale~dar year V YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, tf animal waste was generated but not land applied, please attach an explanation on how the animal waste was handled. Part I : Facility Information: / 1. Total number of application Fields rn'or Pulls 0 (please check the appropriate box) in the Certified Animal Waste Management Plan (CA WMP): /2. To.tal Useable Acres approved in the CA~P--~~=---~- 2. Total number of Fields · or Pulls 0 (please check the appropriate box) on which land application occurred during the year: 'j Total Acres on which waste was applied . 3 ;2 • .59 3 . Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites: . /{1/ 4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CA WMP and the permit: _ _LI.;.....o1r...:...5~2.:....!Lf-_· ____ _ 5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken off site during the year tons 0 or gallons 0 (please check the appropriate box) 6. Annual average number of animals by type at this facility during the previous year: .5~07 7. Largest and sm allest number of animals by type at this facility at any one time during the previous year: Largest b 7 f" if- Smallest ;).J/4.2. (These numbers are for informational purpo s es only since the only permit limit on the number of animals at the facility is the annual average numbers) 8 . Facility's Integrator if applicable: _ ____._P_..c .... c"""s--'· -h ..... a-7!i"""e"-'f:._-...... a=r..a.'ttf. ..... i.._· __________________________ _ Part II: Facility Status: IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THEDA TES OF ANY NON COMPLIANCE, AND EXPLAIN CORRECTIVE ACT ION TAKEN OR PROPOSED TO BE TAKEN TO BRING THIS FACILITY BACK INTO COMPLIANCE . 1. Only animal waste generated at this facility was applied to the p the past calendar year. AFACF 3-14-03 1 FEB 2 5 2005 DENR-FAYETTE\1LLE REGIONAL OffiCE 2. The facility was operated in such a way that there was no direct runoff of waste from ITv es 0 No the facility (including the houses, lagoons/storage ponds and the application sites) during the past c alendar year. 3. There was no discharge of waste to surface water from this facility during the past clfves 0 No calendar year. 4 . There was no freeboard violation in any lagoons or storage ponds at this facility during fi'ves 0 No the past calendar year. 5 . There was no PAN application to any fields or crops at this facility greater than the ~es 0 No levels specified in this facility's CA WMP during the past calendar year. 6 . All land application equipment was calibrated at least once during the past calendar year. 0"'ves 0 No 7 . Sludge accumulation in all lagoon s did not exceed the volume for which the lagoon ctY es 0 No ~ was designed or reduce the lagoon 's minimum treatment volume to less than the volume for which the lagoon was designed. 8. A copy of the Annua l Sludge Survey Form for this facility is attached to this Certification. ~es 0 No 9. Annual soils analys is were performed on each field receiving animal waste during the ~Yes 0 No past calendar year. 10. Soil pH was maintained as specified in the permit during the past calendar Year? 11 . All required monitoring and reporting was performed in accordance with the facility's permit during the past calendar year. 12. All operations and maintenance requirements in the permit were complied with during the past calendar year or, in the case of a deviation, prior authorization was received from the Div ision of Water Quality. 13 . Crops as specified in the CA WMP were maintained during the past calendar year on all sites receiving animal waste and the crops grown were removed in accordance with the facility's permit. 14 . All buffer requirements as specified on the permit and theCA WMP for this fac ility were maintained during each application of animal waste during the past calendar year. ~Yes 0No fifves 0 No ct'ves 0 No ~es 0 No ifves 0 No "I certify under penalty of law that this document and all attachments were prepared under my direction o r supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and b elief, true, accurate, and complete. I am aware that there are signi fie ant penalties fo r submitting false information, including the possibility of fines and imprisonment for knowing violations ." Permittee Na e anditle (type or print) k.ruCofP!t!f! Signature of Operator in Charge (if different from Permittee) AFACF 3-14-03 1-Lif-0..5 Date Date 2 ·..,... .. . La'tigon Sludge Survey Form A~ Farm Permit or DWQ ldenlilicalion Number KJ-biS C. Person(s} taking Measurements j '1 ~J a. II ,. <Zos~ s 4t'\ 6-~) d-;J"e~e., B . Lagoon Identification D . Date of Measurements E . Methods/Devices Used for Measuement of: · ~-·! I . '. a . Distance from the lagoon liquid sur1ace to the top of the sludge layer: b . Distance from the lagoon liquid surface to the bottom (soil) or lagoon: Q¢}"'. •.Jf '"'·'2.2"'oJU,t•'H c.+-.· c . Thickness of the sludge layer· it making a direct measurement with "core sampler" F. Lagoon Surface Area (using dimensions at the inside top of bank): __ '!>~-·-~----(acres) (Draw sketch of lagoon on a ·separate sheet and list dimensions. and calculate surface area .} G. Estimate number of sampling points: a . Less than 1.33 acres: Use B points b. II more than 1.33 acres. 3 .j acres x 6"' it 0 , with maximum or 24 . (using sketch and dimensions. develop a uniform "grid" that has number of intersection poi nts that match most dosely with the estimated number of sampling points neeoed. Number the grid intersection points on the lagoon grid to correspond with the data to be recorded lor points of measurement.) H. Conduct sludge survey and record data on "Sludge Survey Data Sheet". I. At the time of sludge sul'ley, also measure the distance from the Maximum Liquid Level to the Present liquid Level (measure at the lagoon gage pole): J . Determine distance from Maximum liquid limit to Minimum Liquid Level: (Determine from Plan or other lagoon records) K . Calculate distance from present liquid sur1ace level to Minimum Liquid Level: ltemJ • Item I. assuming· present liquid level is below Max. Liq. Level: L. Record from sludge Sul'ley data sheet the distance from the present liquid surface level to the lagoon bottom (average for all the measuement points): M. Record from the sludge survey data sheet the distance from the present liquid surface level to the lop or the sludge layer (average for all the measurement points): N. Record from the sludge survey data sheet the average thiCkness of the sludge layer: · 0. Calculate the thickness of the existing Liquid Treatment Zone (Item M ·Item K): (Note: If item 0 is less than 4 ft .. a sludge removal and utilization plan may be required by N.C. DWQ .. See your specific permit or contact OWQ for more inlormaUon .( l.k> f. I P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped lagoon with uniform side slope . Completed by: Da te : Print Name Signature • I • f Sludge Survey Data Sheet Lagoon Identification: Compte teo By :--'.:T.~. _..La...._L-'rv~"'-1>~-­ ·Print Nama / S ignature · (A) Grid Point No. 2 3 4 5 6 (8} (C) (0) Distance from liquid suriace Distance !rem liquid surtace Tt)ickr.~ss of sludge .. l CJ top of slud~e to lagoon bottom (soil) layer Ft. & onches F ae t {temhs) Ft. & inches Feet (tenths) Ft. & incr.:s Feet (te-nths) 10 . I 13 . ~ J. t15 IJ..l ?:>,) 7 9 '1 l~.h 5 -·~~9~~------~-~~o~·~'~-4--------+-~'~~~.q~--r-------~1-~~)r,~~~~ .• ,..,, 13 10 lD 1.J 1.3 I _d,- 11 to.s 13.1 ~~-~ 12 1 D.~ l ~ .. h I _2, '-1 't . ,,, 'I ,": 1--__::13~-----+--·-:!---91.!-~f-----+-~~~~io.:..··..:;::J,_:.__--li-----r--:~J..L ,c;~"'-----1 '. ' . <l''l--1;....:.4-+..:.-----+--Lq'=--'-1.1.-..._;,1 ___ -+--..!..' .:..:.1·-=.fa_-+----+--'d~·.,., (~i---i . ...; ·-· ·: ~--·__::15~~------+---a....!!:x.lo~_....._ ___ +-l..&...lu.•-!LJ'--___,i-----·~' ...... :J~· """'~ c){.._--i 1 6 q _ o I :1 S ?, c; 20 q . 'l I :l . b -~ 'I 2 1 22 23 24 • All Grid Points and corresponding sludge layer thickness must be shown on a sketch attached to this Sludge Survey Data Sheet. Ccnve•sion Table =r'm Inc hes to :enths of ;c:e• - ln::oes Tenth ~ :i feet t ~cl'l es T :nth s of lee! l 0 . ~ 7 •. 0 .5 2 0 .2 8 0.7 3 c ·2 9 0 .7 . c:! 10 0 .8 5 0 . .! 11 0 .9 5 C·" p l .O , .. ':"·. -; tl 5 'I , .. I . . . : : , ' ~ : ' ; ! : : : : : i ~ 1 ; : : : >H ~-l:i' ; f.l Ji i i l :! H i H H l;Ut}: .:l.i~ f.;-;; t!t.f~·ki : ; ' t l + H+f ; li-l ! H : i H ;! : : . -' .. : ., ·! , .. ,.., ·' ,., •• 1 , ··' •··-r ··+•:-~--! • ·,·• ;--r -,_ ... , .. 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I.. • l , · .. • 1 -. ., .... ; .. , r·-· ··+ ., ....... r··,·-~-+...:. .. ,.. i--1 .;-., ... r-;-.[. ~ · ! .. !-i--; ... f-.. 1--t-r "l"·t ··~-+-t~--i -t -,·--i-...:....:... t·-l--\--1·· ~+ -1-~-~o .:..-<-..+--\-.;.-.. ~·-'· .t.\. ~ --+~-4--~·-+-•-: ... , •.• 1.. _ •• l .. ; ...... _ '. -'-·' . .l-.1-.. TVNDALL FARMS 910 564 2840 081 051 09 09: 42em P • 002 -~ DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS The State of North Carolina has issued NPDES General Pennits for animal facilities to operate in Notth Carolina. These Pennits meet both State and EPA requirements and provide coverage for the following types of facilities. NCA200000 (Swine Facilities) NCA300000 (Cattle Facilities) NCA400000 (Poultry Facilities with a wet waste management system) You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General Permits. Condition II. 16. of each of these Permits reads as follows: Within one hundred and twenty (120) days ofthe effective dat e of a COC issued under this permit . the permittee shall install, operate and maintain dev ices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other equipment pulled by manned vehicles. The permittee will not be required to install. operate and maintain the devices if the permittee commits to provide for the presence of the OIC or the designated backup OIC at all times during the land application of waste. 1bis commi tment must be submitted in writing to the Division prior to the 120tll day following the effective date of the COC on a form supplied b y, or approved by, the Division- Please check the box below that indicates yow-commitment to do one of the following. ' ~Within one hundred and twenty (120) ~ys of the effective date of a COC issued under this permit, I · shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation activities dwing precipitation. This condition docs not apply to manure spreaders or other equipment pulled by manned vehicles. 0 1 will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC at all times during the land application of waste. "I certify under penalty of law that this document was prepared under m y direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the sy~ or those persons directly responsibl~ for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate. and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Facility Name 7joi.J/ d: ..5"": FacilitY Number 8' -2 -6/5 Permit Number --4/6zt ;KetibX' .A iAiGa'bi#)d?i !l/(;lf ;1..6 2 61._5 · la <QI4 L. J v1t~ owaer----'--' A « Permittee Name ~ 1 (type or print) DTASIE 3·14-03· 1 RECEiVED NOV 1 4 2000 North Carolina Department ofEnvironment and Natural Resourses Division of Water Quality Fayetteville Regional Office Subject: Response to Notice of Deficiency Administrative Code 15A NCAC 2H .0217 Tyndall & Son Farm Facility No. 82-615 Sampson County To Whom It May Concern: November I 0, 2000 On November 1 0, 2000 I received a certified letter stating there was a deficiency found upon inspection on September 18, 2000 at my farm . The letter stated the inspection revealed an over application of nitrogen to the wheat crop on tract 10816 field #2 by 21 pounds. According to my records there is only an 8.4 pound over application. The deficiency you have was a result of an oversight of the waste analysis report. I apologize for the inconvenience this may have caused you and will make every effort for this not to happen again. Sincerely, Jason Tyndall \ Information con~i ned in this database is from non agency sources and is considered unconfirmed. , ~.... ...._, ~' . Animal Operation Telephone Log DWQ Facility Number ~ -~ Farm NameiT ~,...y-nd_a_ll_a_n_d_S_o_n _____ __, Date j11/24/2004 Time j2.__: O_O __ ___,J Control Number L..j4_67_3 __ ___J Region L..lF_R_o __ --J Caller's Name L..lB_ill..:..y_T..:..y_nd_a_II ______ ,...___J lO Reporting 0 Complaint Caller's Phone # Access to farm Farm Accessible from main road jOYes ONo Animal Population Confined IOYes ONo De pop IOYes ONo Feed Available IOYes ONo Mortality IOYes ONo S pra\' Availability Pumping r:=-:-:-----::,--,-,.---. Equipment IO Yes 0 No Available ,...,,....,...,....---=,.....,.....----, Fields IO Yes 0 No Lagoon Ques tions Breached IOYes ONo Inundated IOYes ONo Overtopped IOYes ONo Water on IOYes Outside Wall ONo Dike Cond itions IOYes 0No Freeboard Lenl Freeboard Plan Due Date Date Plan Date Freeboard Inches (? equals blank) Received Level OK Lagoon1 8 111/25/2000f Lagoon2 LI? __ --J Lagoon3 .________, r Lagoon4 .______. Lagoons ,______. LagoonS .________, 1 ......................................................................................................................... -............................................................................................... -............................................................ ~ ....................................................................................................................................................................... -....................................................................................................... ~ ~ ......................................................................................................................................................................................................................................................................................... 1 ~ ....................................................................................................................................................................................................................................................................................... l .............................................................................................................................................................................................................................................................................. l ......................................................................................................................................................................................................................................................................................... ~ Comments2 ~· State of North Carolina ' . .,·Department of Environment -·{ and. Natural Resources , ... , Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director October 12, 1998 Billy Tyndall Tyndall and Son 6431 US 421 N Clinton NC 28328 RECEUV~ri" -=LIJ Dear Billy Tyndall: OCi 1 9 1998 FA YEirEViLLE REG. OFFiCE gA 15 1E a -... N ... -.R .. RECEIVED OCT 1 3 f998 Subject: Certificate of Coverage No. A WS820615 Tyndall and Son · · Swine Waste Collection, Treatment, Storage and Application System Sampson County In accordance with your application received on August 14, 1997, we are forwarding this Certificate of Coverage (COC) issued to Billy Tyndall, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit A WG 100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the Tyndall and Son Farm, located in. Sampson County, with an animal capacity of no greater than 5880 Feeder to Finish and the application to land as specified in the Certified Animal Waste Management Plan (CA WMP). The COC shall be effective from the date of issuance until April30, 2003. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions· and limitatipp.s as specified in the General Permit, the facility's CA WMP, 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 CA WMP and this COC and shall .be completed prior to actual increase in either wastewater flow or nwnber of animals. In accordance with General Statue 143-215.10C, Animal Waste Management Plans shall include the following components: -A checklist of odor sources and best management practices to minimize these sources. - A checklist of insect sources and best management practices to minimize these somces. -Provisions set forth for acceptable methods of disposing of mortalities. -Provisions regarding emergency action plans. Your existing Certified Animal Waste Management Plan must include the above elements, by December 31, 1998. Docwnentation of the certification must be available to inspectors onsite . Submittal of the amended certification statement shall be required upon renewal of your permit coverage · in 2001. P.O. Box 29535, Raleigh, North Carolina 27626-0535 An Equal Opportunity Affirmative Action Employer Telephone 919-733-7015 FAX 919-733-2496 50% recyded/1 0% post-consumer paper Certificate of Coverage A WS820615 Tyndall and Son Page2 Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CA WMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A tluough 143-215.6C including civil penalties, criminal penalties, and injunctive relief .. Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request shall be made within 30 days of notification by the Division. 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 suc h 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 JR Joshi at (919) 733-5083 ext. 363. -· cc: Sincerely, (C .. ertificate of Cove9l!e o~y for all cc's) , ~ S.~pso~·Goun~·_!jealth~Department . . . ~-, \::fuiyette_y!!le_R_egiOna_l ·Office;-Water~uahty_ Sectt_on : ) Sampson County·Smi· and·Water·conservat:Ion Dtstnct· Permit File ., .. '~ ..... . . . :·· t . .. ._ ~· I. ' . State of North Carolina Department of Environment, Health and Natural Division of Water Quality Non-Discharge Permit Application Form I Survey (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINA L) Ff-~..U Resources ~ General Permit -Liquid Animal Waste Operations The following questions have been completed utilizing information on file with the Division. Please review the information for completeness and make any corrections which are appropriate. If a question bas not been completed by the Division, pl~e complete as best as possible. Do not leave any question unanswered. -...J :p> ,...- ~ Application Date: _ __.,~'f~--'1'-"J..-If_rL...,_Z ____ _ '1 I ... ; . ·-·-·· REQUIRED ITEMS CHECKLIST 5: ~S}~j Please indicate that you have included the following required items by signing your initials in the_ space provided next tQ:each :~ ~': <--.· item. •· c:c Appl icants Irhf.ats ~~ 1 . One completed and signed original and one copy of the application for General Pennit -Animal Waste Operations; 2. Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is disposed ; 3. Two copies of the Certified Animal Waste Management Plan (CA WMP). If the facility does not have a CA WMP, one must be completed prior to submittal of a general permit application for animal waste operations. ---r--\,)1 '-Tr --"' II. GENERAL INFORMATION: I . Farm's name: ..-IL.Jywn~daw.l.wl and!!!.D.!w.S.u.own _____________________________ _ 2. Print Land Owner's name : :tB~!!~e~h::t:: ::J'fl)y~nildali.W..l _.f,.j3::l..L.,i}CL . .)!.V~--------------------- 3. Land Owner's Mailing address: ..J64D...!.3~1 ....loU'-"SL..:t42 .. I!......I..:!N!_ ______________________ _ City: Clinton NC Telephone Number: ..29~1!.!Q-:..!5~64::!:-:.:~4:.12.87.L.l0L-___________________________ _ 4 . County where farm is located: ....,SU!alllm.~~op~so!ollnl.l__ _________________________ _ 5. Farm 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): -"5c-=t~"'!.!ltcf' _______ -:---------- 6 . Print Farm Manager's name (if different from Land Owner): , h.!G?rt. L . ~~~/a(/ 7 . Lessee's .<:J'iitegrator's n:§W(if applicable; please circle which type is li sted): ...!Pr:.J.Eesuta!!.i~IOloewFuarrni!ll.LI.il.s ________ _ 82-615 FORM: A WO-G-E 2/26/97 Page 1 of 3 • ' Ill. OPERATION INFORMATION: l. Farm No.: .]2-Q12 2 . Operation Description: Swine operation Feeder to Finish 5880 -Certified Design Capacity Is the above information correct? ~s; Ono. If no, correct below using the design capacity of the facility Type of Swine No. of Animals 0 Wean to Feeder 0 Feeder to Finish 0 Farrow to Wean (#sow) 0 Farrow to Feeder(# sow) 0 Farrow to Finish(# sow) Tyoe of Poultry No . of Animals OLayer ONon-Layer OTurk.ey Type of Cattle No. of Anima}s 0 Dairy OBeef Other Type of Livestock on the farm : No. of Animals: --------- &'fJ sl.o 3. Acreage cleared and available for application :~ Required Acreage (as listed in the CA WMP): _.ii::¥.-_.Sc...ZL:.:....:l:....~~---- 4. Number of Lagoons :~; Total Capacity: l I (,7 311-Cubic Feet (ft3) Number of Storage Ponds: __ ; Total Capacity:--------Cubic Feet (ft3) 5. Is animal waste being applied on any field which has subsurface drains? YES or@ (please circle one) 6 . Are subsurface drains present in the vicinity of or under the lagoon? YES or@){please circle one) IV. APPLICAN~ CIRTIFICATION: I , {31 //11 I 7/ltr~A_/( (Land Owner's name listed in question ll.2), attest that this application fo: I -(Farm name listed in question 11.1) has been reviewed by me and is curate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if al1 required supporting information and attachments are not included. this application package ::::":1~4?;~ Date --~~;.....::~~_,L..t.~::::..-/-+--r</2~----- V. MANAGER'S CERTIFICATION: (complete only if different from the Land owner) I, __ ....;..,__:::.---..al~f\.2~~0~ktt:.~-_-£J~,:...-.....,t...?)-fLY-"It~kLM.-+6.L/ __________ (Manager's name listed in question 11.6), attest that this application for (Farm name listed in question ll.l) has been reviewed by 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 supJ>9 · g information and attachments are not included, this application package will be returned as · ncomplete. TilE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO TilE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION FORM: A WO-G-E 2/26/97 PERMITS AND ENGINEERING UNIT POST OFFICE BOX 29535 RALEIGH. NORTH CAROLINA 27626-0535 TELEPHONE NUMBER: (919) 733-5083 Page 2 of 3 0 I , 'l Q 0 "' '-' ·~ ~ i ). ~ ~ . '" ~ "1 r N \!" ~ d f) 0 ") / 0 /' <;' ~ • • I I " l )- I • -· .. ~· ; --- ANIMAL WASTE UTILIZATION PLAN Producer: BILLY TYNDALL Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: RT. 3 BOX 347B CLINTON NC 28328 Existing Feeder to Finish Swine 5880.00 hogs Anaerobic Waste Treatment Lagoon Irrigation -.... The waste from your animal facility must be land applied at a specified 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 or when the surface is frozen. may result in runoff to surface under DWQ regulations. soils, when it is raining, Either of these conditions waters which is not allowed Page: 1 ( . ~ "'-~ : :~·~/;:.~ ANIMAL WASTE UTILIZATION PLAN 5. Wind conditions should also be considered to a v oid drift and downwind odor problems. 6: To maximize the value of the nutrients for crop productio n and to reduce the potential for pollution, the waste should be applied to a growing crop or applied no t more than 30 days prior to planting a crop or f o rages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. 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. Acreage requirements should be based on the waste analysis report from your waste management 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, mee t s the requirements for compliance with 15A NCAC 2H .0217 adopted by t he Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5880 hogs x 1.9 tons waste/hogs/year= 11172 t o ns AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5880 hogs x 2.3 lbs PAN/hogs/year = 13524 lbs. 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 surface application. Page: 2 • ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED -----or ------- APPLY RESID. APPLIC METH N TIME 10818 1 BoB BC 3.8 190 0 26.04 4947.6 I MAR-OCT 10818 ,-1 ~~G 11 1100 I 126.0412604 SEP-MAY 10818 12 [BoB ~~c 13.8 1190 10 ,4.0 1760 MAR-OCT 10818 ~-2 I~G 11 1100 10 ,4.0 1400· SEP-MAY 10816 12 !NoB li/SB 1100 1105 10 ,4.75 1498.75 MAR-JUN 10816 ,-2 'NoB I~ 155 1132 10 ,4.75 1627 SEP-APR 10816 12 'NoB liBDC 128.0 1112 10 ,4.75 1532 JUN-AUG 10816 r-2 fiG 11 1100 10 14.75 1475 SEP-MAY 10816 11 IWaB li/SB 175 173.5 10 ,1.85 1135.975 MAR-JUN 10816 r-1 IWaB I~ 140 196 10 ,1.85 1177.6 SEP-APR 10816 11 IWaB liBDC 118.0 172 10 ,1.85 1133.2 JUN-AUG 10816 1-1 liG 11 1100 10 ,1.85 1185 SEP-MAY 10817 11 IWaB li/SB 175 173.5 10 ,7.0 1514.5 MAR-JUN 10817 l-1 IWaB jw j40 j96 jo j7.0 j672 Page: 3 10817 10817 NOTE: ANIMAL WASTE UTILIZATION PLAN II I I ISEP-APR IWaB liBDC 118.0 172 10 ,7.0 1504 JUN-AUG liG 11 1100 10 ,7 .0 1700 SEP-MAY II I I TOTALI13866.6 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. 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. Page: 4 TRACT ANIMAL WASTE UTILIZATION PLAN TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached .) (Required only if operator does not own adequate land. See required specification 2.) FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** DETERMINING PHASE CODE AW N PER ACRES PER AC AC -----or APPLY RESID. METH N END * LBS AWN USED ------- APPLIC TIME TOTAL 0 Indicates that this field is being overseeded (i .e . interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be remo ved through grazing, hay and/or silage. Where grazing, plant s 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 smal l grain to reach maturity, especially lat e in the season (i .e. April or May) . Shading may result if small grain gets too high and this will definitely 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 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 mowed to a height of about two inches before drilling for best results. Page: 5 .- ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields 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 UNITS PER UNIT BC HYBRID BERMUDAGRASS -CONTROLLED GRAZED TONS C/SB CORN AFTER SOYBEANS BUSHELS SBDC SOYBEANS DC BUSHELS SG SMALL GRAIN OVERSEEDED AC w WHEAT BUSHELS TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TAB LE 1 57.24 13866.62 TABLE 2 0 0 TOTAL 57.24 1 3866.62 ** * BALANCE -342 .6 25 *** This number mu st be less than or equal to 0 in order to fully utilize the animal waste N produced. 50 0 .98 4 100 2.4 Page: 6 ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. Acres shown in each of the preceding 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. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to ·prevent over application of nutrients or other elements. Your production facility will produce approximately 2175.6 pounds of plant available nitrogen per year in the sludge. If y o u remove the sludge every 5 years, you will have approximately 10878 pounds of PAN to utilize. Assuming you apply this PAN to hybrid b ermudagra ss hayland at the rate of 300 pounds of _nitrogen per acre, you will need 36.26 acres of land. If you apply the s ludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 87.024 acres of land. Please be aware that these are only estimates of the PAN and land needed. Act ual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods . 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 initia l soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available wat e r holding capacity of the soil at the time of irrigation nor should t he plant availabl e nitrogen applied exceed the nit roge n needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility 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 Page: 7 ANIMAL WASTE UTILIZATION PLAN amounts of nitrogen shown in the tables may make this pl a n invalid . The followlng table is provided as a guide for establishing application rates and amounts. !Application RateiApplic. Amount Tra ct Field Soil Type Crop (in/hr) (inches) 1 0816 I 1 WaB C/SB 0 .50 *1 .75 I 10816 I 1 WaB SBDC 0.50 I *1 .2 0 I I 10816 I 2 NoB C/SB 0.40 1. *2.35 I 10816 I 2 NoB SBDC 0.40 *1.70 10816 -1 SG * 10816 -1 WaB w 0.50 *1.20 10816 -2 SG * 10816 -2 NoB w 0.40 *1.70 10817 I 1 WaB C/SB 0.5 0 *1 .75 I ______ -------------------------------------------------------- 108 1 7 1 1 WaB SBDC 0.50 *1 .20 Page: 8 ----------·--. -·· -- 10817 10817 10818 10818 10818 10818 ANIMAL WASTE UTILIZATION PLAN -1 SG * -1 WaB w *1.20 1 BoB BC 0.75 *0 .65 2 BoB BC 0.75 *0.65 -1 SG * -2 SG * * 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 of the nitrogen limitation_ The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months . In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated.properly to apply the correct rates to 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. Page: 9 ANIMAL WASTE UTILIZATION PLAN Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION -/l.cre{ ~ ~co/ /:JJ( ~ ~ ia,f ~ ~;c-e ~ ~ j'rz>s~ ~ OJ-£..~ --~ r~ tW...h..s./ /lof .;_ )"""" /bt-4.5. Page: 10 ' WASTE UTILIZATION PLAN REQUIRED 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. 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 waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the 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, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 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 conventi o nally tilled cropland. Wh e n applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidanc e.) 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor or flies. 8. Animal waste shall n ot be a pplied to saturated soils, during rainfall events, or when the s urface is frozen . 9. Animal wast e shall be applied on actively gro wing 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. Page: 11 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than 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 landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 12 -. WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a 11 Closure plan 11 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 ·preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of u t ilization 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 and maintained. Soi l and waste analysis records shall be kept for five years. Poultry dry waste application records shall be maint ained 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 1n a manner that meets North Carolina regulations. Page: 13 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Farm: TYNDALL & SON OWner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon reques t . Name of Facility Owner: BILLY TYNDALL (Please print) Date: owner): Signature: ~'~ Name of Manager{If differ~am Signature: ~-i ~ ------------------------------ Date: I Name of Person Preparing Plan: (Please print)Randall N. Barefoot Affiliation:Prestage Farms Inc. Phone No. Address (Agency) : P .O. Box 438 Clinton NC 28329 Signature: tJ.If_ JL ~ Date: Page: 14 Producer: Location: Telephone: Type Operation : Number of Animals: (Design capacity) STORAGE STRUCTURE: APPLICATION METHOD: ANIMAL WASTE UTILIZATION PLAN BILLY TYNDALL 231 NEW BETHEL ROAD CLINTON NC 28328 910-564-6447 RECEIVED WATER c:J/~!TY ~t:C riON 'JUL 2 7 1998 Ncn·Dischargc Permitting Existing Feeder to Finish Swine 5880.00 hogs Anaerobic Waste Treatment Lagoon Irrigation The waste from your animal facility must be land applied at a specified 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 th~n 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 DWQ regulations . Page: 1 ANIMAL WASTE UTILIZATION PLAN 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. This plan is based on the waste application m~thod 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 . Acreage requirements should be based on the waste analysis report from your waste management 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 wi th 15A NCAC 2H .0217 adopted by the Environmental Management Commission . AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) 5880 hogs x 1.9 tons waste/hogs/year= 11172 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5880 hogs x 2.3 lbs PAN/hogs/year= 13524 lbs . 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 surface application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AW N PER ACRES AW N PER AC AC USED -----or ------- APPLY RESID. APPLIC METH , N TIME 10818 1 BoB BH 4.5 225 0 26.04 5859 I MAR-OCT 10818 j-1 I~G 11 1100 10 126.04,2604 SEP-MAY 10818 12 'BoB li/SB 160 155 .2 10 12 1110.4 MAR-JUN 10818 ]-2 ]BoB I~ 140 196 10 12 1192 SEP-APR 10818 12 I BoB I~BDC 118.0 172 10 12 .. 1144 JUN-AUG 10816 12 'NoB li/SB 1100 1105 10 ,4 .75 1498.75 MAR-JUN 10816 J-2 I NoB I~ 155 1132 10 14 .75 1627 SEP-APR 10816 12 I NoB I~BDC 128.0 1112 10 ,4.75 1532 JUN-AUG 10186 1-2 ~~A 11 1100 10 ,4.75 1475 .SEP-APR 10816 11 IWaB li/SB 175 173 .5 10 ,1 .85 1135.975 MAR-JUN . ~ ... 10816 ]-1 JWaB I~ 140 196 10 11.85 1177.6 SEP-APR 10816 11 IWaB I~BDC 118.0 172 10 ,1.85 1133.2 JUN-AUG 108 16 ,-1 ~~A 11 11 00 10 ,1 .85 1185 SEP-APR 10817 11 IWaB IC/SB 175 173.5 lo 17 1514.5 Page : 3 10817 10817 10817 10818 NOTE: ANIMAL WASTE UTILIZATION PLAN II I I IMAR-JUN ,-1 I~ 140 196 10 17 1672 SEP-APR 11 ~~BDC 118.0 172 10 17 1504 JUN-AUG 1-1 ~~A 11 , 1100 10 17 1700 SEP-APR ,-2 ~~A 11 1100 10 12 1200 SEP-APR I II I I I TOTALI14264.4 -Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. 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. Page: 4 TRACT ANIMAL WASTE UTILIZATION PLAN TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** DETERMINING PHASE CODE AWN PER ACRES "' PER AC AC -----or APPLY RESID. METH N END * LBS AWN USED ------- APPLIC TIME TOTAL 0 Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), 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 to reach maturity, especially late in the season (i.e. April or May) . Shading may result if small grain gets too high and this will definitely 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 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 mowed to a height of about two inches before drilling for best results. Page: 5 ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage 1n fields 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 " UNITS BH HYBRID BERMUDAGRASS-HAY TONS C/SB CORN AFTER SOYBEANS BUSHELS SBDC SOYBEANS DC BUSHELS SG SMALL GRAIN OVERSEEDED AC w WHEAT BUSHELS WA WINTER ANNUALS (I.E. Small Grains, etc.) AC TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 1 57.24 14264.42 TABLE 2 0 0 TOTAL 57.24 14264.42 ** * BALANCE -740.425 *** This number must be less than o r equal to 0 in order to fully utilize the animal waste N produced. PER UNIT 50 0.98 4 100 2.4 100 Page: 6 *** ANIMAL WASTE UTILIZATION PLAN This number must be less than or equal to 0 in order to fully utilize the animal waste N produced . Acres shown in each of the preceding 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 t a bles. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce. approximately 2175.6 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 10878 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 36.26 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 87.024 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods . APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate of the soil at the time of irriga tion such that runoff or pending occurs . -.This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the avail a ble 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. If surface irrigation i s the method of land application for this plan, it is the responsibility 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 a pply the recommended rates and Page: 7 ANIMAL WASTE UTILIZATION PLAN 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 RateiApplic . Amount Tract Field Soil Type Crop (in/hr} (inches} 10186 -2 WA * I . 10816 I 1 WaB I C/SB 0 .50 ~ I I v 10816 I 1 WaB SBDC 0.50 ~ I , D I 10816 I 2 NoB C/SB 0.40 ....;.1.:.2. 35 l L 1) I 10816 I 2 NoB SBDC 0.40 ~ \ , D I 10816 -1 WA * 10816 -1 WaB w 0.50 ...u......:ur-\, .D 10816 "*"I. to -2 NoB w 0.40 \, D I 10817 I C/SB '*"!. 75 1 WaB 0.50 \·0 I 10817 I 1 WaB SBDC 0.50 ,!1. 20-\. u Page: 8 10817 10817 10818 10818 10818 10818 10818 10818 * ANIMAL WASTE UTILIZATION PLAN -1 WA * -1 WaB w 0.50 1 BoB BH 0.75 *0.65 2 BoB C/SB 0.75 2 BoB SBDC 0.75 *0 .95 -1 SG * -2 WA * -2 BoB w 0.75 *0.95 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 appli cation amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months. In n o instance should the volume of the waste be stored in your structure be within t h e 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. Page: 9 ANIMAL WASTE UTILIZATION PLAN It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to 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. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. NARRATIVE OF OPERATION Page: 10 WASTE UTILIZATION PLAN REQUIRED 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. 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 waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the 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 availabl·e 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, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4 . Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per year providing grass filter strips are installed where runoff leaves the field. {See FOTG Standard 393 -Filter Strip) 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 11 Weather and Climate in North Carolina 11 for guidance.) 7. Liquid waste shall be applied at rates not to exceed the so il infiltration rate such that runoff does not occur offsite or ~o surface waters and in a method which does not cause drift from the site during application. No pending should occur in order to control odor or flies. 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 no t covered with waste to a depth that would inhibit growth . The potential for salt damage from animal waste should also be considered. Page: 11 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or aft·er 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 landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of -ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. 16 . Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the anima l wast e management system. 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion , leakage or discharge. Page: 12 WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a 11 closure plan 11 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 preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons . Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22 . Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining 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 and maintained. Soil and waste analysis records shall be kept for five 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 regulations. Page: 13 ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Far.m:BILLY TYNDALL & SON OWner/Manager Agreement I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to·be submitted to the North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request . Name of Facility OWner: BILLY TYNDALL (Please pdntJ ~ ¥)1_ Signature: d_ _ --+.~~~~~~--~-----------Date: Name of Manager(If different from owner): ------------------------------ Signature: Date: Name of Person Preparing Plan: (Please printJRandall N. Barefoot Affiliation:Prestage Farms Inc. Phone No. Address (Agency): P.O. Box 438 Clinton NC 28329 Signature: /tUil tfl Date: Page: 14 Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: ANIMAL WASTE UTILIZATION PLAN BILLY TYNDALL 2 31. NEW BETHEL ROAD CLINTON NC 28328 91.0-564-6447 Existing Feeder to Finish Swine 5880.00 hogs JUL ~ / 1998 Anaerobic Waste Treatment Lagoon Irrigation The waste from your animal facility must be land applied at a specified 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 1.0 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated or when the surface is frozen. may result in runoff to surface under DWQ regulations. soils, when it is raining, Either of these conditions waters which is not allowed Page: 1 --- · ANIMAL WASTE UTILIZATION PLAN 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. 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 . Acreage requirements should be based on the waste analysis report from your waste management 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, ft3, tons. etc.) 5880 hogs x 1.9 tons waste/hogs/year ; 11172 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 5880 hogs x 2 .3 lbs PAN/hogs/year= 13524 lbs. 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 surface-application. Page: 2 ANIMAL WASTE UTILIZATION PLAN TABLE 1: ACRES OWNED BY PRODUCER TRACT FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** * LBS DETERMINING PHASE CODE AWN PER ACRES AWN PER AC AC USED -----or ------- APPLY RESID. APPLIC METH .. N TIME 10818 1 BoB .. BH 4.5 225 0 26.04 5859 I MAR-OCT 10818 1-1 liG 11 1100 I 0 126.04,2604 SEP-MAY 10818 12 I BoB li/SB 160 155 .2 10 12 1110.4 MAR-JUN 10818 ,-2 !BoB I~ 140 196 I 0 12 1192 . SEP-APR 10818 12 'BoB liBDC 118.0 172 10 12 .. 1144 JUN-AUG 10816 12 'NoB li7ss 1100 1105 10 14.75 1498.75 . MAR-JUN 10816 1-2 I NoB I~ 155 1132 10 ,4.75 1627 SEP-APR 10816 12 'NoB liBDC . 128.0 1112 10 ,4 .75 1532 JUN-AUG 10186 j-2 ~~A 11 1100 10 ,4.75 1475 .SEP-APR 10816 11 IWaB li7sB 175 173.5 10 ,1.85 ]135.975 MAR-JUN ··. 10816 1-1 IWaB I~ 140 196 10 ,1.85 1177.6 SEP-APR 10816 11 IWaB liBDC 118.0 172 10 ,1 .85 1133.2 JUN-AUG 10816 1-1 ~~A 11 1100 10 11.85 1185 SEP-APR 10817 ll jwaB jC/SB j75 j73 .5 Ia 17 1514.5 Page: 3 ---·---- 10817 10817 10817 10818 NOTE: ANIMAL WASTE UTILIZATION PLAN II IWaB I~ IWaB , 1100 IMAR-JUN 1672 SEP-APR 1504 JON-AUG 1700 SEP-APR 1200 SEP-APR TOTALI14264.4 -Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. 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. Page: 4 TRACT ANIMAL WASTE UTILIZATION PLAN TABLE 2 : ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE (Agreement with adjacent landowners must be attached.) (Required only if operator does not own adequate land. See required specification 2.) FIELD SOIL TYPE & CLASS-CROP YIELD LBS COMM N ** DETERMINING PHASE CODE AWN PER ACRES "' PER AC AC -----or APPLY RESID. METH N END * LBS AWN USED ------- APPLIC TIME TOTALjO Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. In interplanted fields (i.e. small grain, etc, interseeded in bermudagrass), forage must be removed through grazing, hay and/or silage. Where grazing, pl~ts should be grazed when they reach a height of six to n1ne 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 to reach maturity, especially late in the season (i.e. April or May) . Shading may result if small grain gets too high and this will definitely 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 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 mowed to a height of about two inches before drilling for best results. Page: 5 -· ---~/·-· -~-·-~----·-----·--. ANIMAL WASTE UTILIZATION PLAN ** Acreage figures may exceed total acreage in fields 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 " UNITS BH HYBRID BERMUDAGRASS-HAY TONS C/SB CORN AFTER SOYBEANS BUSHELS SBDC SOYBEANS DC BUSHELS SG SMALL GRAIN OVERSEEDED AC w WHEAT BUSHELS WA WINTER ANNUALS (I. E. Small Grains, etc.) AC TOTALS FROM TABLES 1 AND 2 ACRES LBS AW N USED TABLE 1 57.24 14264.42 TABLE 2 0 0 TOTAL 57.24 14264.42 ** * BALANCE -740.425 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. PER UNIT so 0.98 4 100 2.4 100 Page: 6 ---~ .~ ····-·~-----·-··"---·-•....-.-~----------------·---·- ANIMAL WASTE UTILIZATION PLAN *** This number must be less than or equal to o in order to fully utilize the animal waste N produced. Acres shown in each of the preceding 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. See attached map showing the fields to be used for the utilization of animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 2175.6 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have app~oximately 10878 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 36.26 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 87.024 acres of land. Please be aware that these are only estimates of the PAN and land needed . Actual requirements could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and application methods. APPLICATION OF WASTE BY IRRIGATION The irrigation application rate should not exceed the intake rate o~ the soil at the time of irrigation such that runoff or pending occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility 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 Page: 7 ---·----·-.. ANIMAL WASTE UTILIZATION PLAN 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 RatejApplic. Amount Tract Field Soil Type Crop {in/hr) (inches) 10186 -2 WA * 10816 I 1 WaB C/SB 0.50 ~ I I v 10816 I 1 WaB SBDC 0.50 -"'1:.20 I \ u I 10816 I 2 NoB C/SB 0.40 ..;l-2. 3-5 l L 1) I 10816 I 2 NoB SBDC 0.40 ~ ' . () 10816 -1 WA * 10816 -1 WaB w Q.50 ~ \, D 10816 -2 NoB w 0.40 *"!. to \ ~ 0 10817 I C/SB ~-75 1 WaB 0.50 \·0 I 10817 I 1 WaB SBDC 0.50 ~ \ 'u Page: 8 10817 10817 10818 10818 10818 10818 10818 10818 * ANIMAL WASTE UTILIZATION PLAN ------------------------------~=~~-------------------------------- -1 WA 1 * -1 WaB w 0.50 1 BoB BH 0.75 *0.65 2 I BoB C/SB 0.75 ~ l·D I 2 ·I BoB SBDC 0.75 *0.95 I -1 SG * -2 WA * -2 BoB w 0.75 *0.95 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 of the nitrogen limitation . The maximum application amount shown can be applied under optimum soil conditions. Your facility is designed for 180.00 days of temporary storage and the temporary storage must be removed on the average of once every 6.00 months . In no instance should the volume of the waste be stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. Page : 9 .• ......... ~·~-'-'"··"--""": ......... -~_ .. , ... ___ .. , ________ , ___ ~---·-·--· . -------·-~·--· ···-·-·· ANIMAL WASTE UTILIZATION PLAN It is the responsibility of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to 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. Call your technical specialist after you receive the waste analysis report for assistance in determining the amount of waste per acre and the proper application rate prior to applying the waste. " NARRATIVE OF OPERATION .Page: 10 -----~ ·-.~. . . .._ . · ... ..:. ... ~. ~·~·-· ......... .:. _ ... _ ... ___ ....... -----~---------·-------·----___ _.. __ _...._. ___ ..... _______ ,. _____ . .· WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS l. 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 waste, he/she shall provide a copy of an agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the 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 availabl·e 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, climatic conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding at 5 or more tons, but less than lO tons per acre per year providing grass filter strips are installed where runoff leaves the field. (See FOTG Standard 393 -Filter Strip) 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 .. for guidance.) 7. Liquid waste shall be applied at rates not to exceed the soil infilt ration rate such that runoff does not occur offsite or t·o surface waters and in a method which does not cause drift from the site during application. No pending should occur in order t o cont rol odor or flies. 8. Animal waste shall not be applied to sat urated soils, during rainfall events, or when the surface is frozen. 9. Animal was t e shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that wo uld inhibit growth. The potential for salt damage from animal wast e sho uld also b e cons i d e red . Page: 11 . . . WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 planti ng of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential. property boundary and from any perennial stream or river (other than an irrigation ditch or canal. Animal waste other than swine waste from facilities sited on or aft·er 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 landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over-spraying. Animal waste may be applied to prior converted cropland provided they have been approved as a land application site by a "technical specialistn. Animal waste shall not be applied on grassed waterways that discharges directly into water courses, and on other grassed waterways, waste shall be applie~ at agronomic rates in a manner that causes no runoff or drift from the site . 16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system . 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc .). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible . Berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. Page: 12 ' .. ·-. --·-··~ ...... ______ .... -·--··-----·~ ............ --·------.. ~---·---~·-.. ----------------·---·--. WASTE UTILIZATION PLAN REQUIRED SPECIFICATIONS 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 preplant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the. top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -· determining 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 and maintained. Soil and waste analysis records shall be kept for five 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 regulations. Page: 13 • • I ANIMAL WASTE UTILIZATION PLAN WASTE UTILIZATION PLAN AGREEMENT Name of Par.m:BILLY TYNDALL & SON Owner/Manager Agreemene I (we) understand and will follow and implement the specifications and the operation and maintenance procedures established in the approved animal waste utilization plan for the farm named above. I (we) know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to-be submitted to the North Carolina Division of Water Quality (NCDWQ) 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 from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm office and at the office of the local Soil and Water Conservation District and will be available for review by NCDWQ upon request. Name of Facility OWner: BILLY TYNDALL (Pl-ae pdn<} _M ~~~~ Signature: --~~~~~~~~~~~~--------------­Date: Name of Manager(If different from owner)=-------------------------- Signature: Date: Name of Person Preparing Plan: (Please print }Randall . N. Barefoot Affiliation:Prestage Farms Inc. Phone No. Address (Agency): P.O. Box 438 Clinton NC 28329 Signature: Page: 14 I . ~ ~·~.:----;,..--- .. . . ... I • ""' ! .•. ,_. . .... - . ... ; :·.··..,. ·l ··''· . , ~ . I _j ~ ·····!: ;• . '. ·. · . ----- f I • . I I 'J~ . # ..... NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES FAYElTEVILLE REGIONAL OFFICE DMSION" OF WATER QUALITY August 16, 1999 . CERTIFIED MAIL RETURN RECEIPT REQUESTED MI. Billy Tyndall 6431 US Hwy 421 North Clinton, NC 28328 · Dear Mr. Tyndall : SUBJECT: NOTICE OF DEFICIENCY Tyndall & Sons Swine Facility Registration No. 82-615 Sampson County On August 10, 1999, staff from the Fayetteville Regional Office of the Division of Water Quality inspected the Tyndall & Sons swine filcility. It was obseJVed that several of the CA WMP components were not available for inspection and waste samples were not collected within 60 days of waste application as required by Genera) Pennit condition (section Ill, item 4). In addition, the new bermuda waste application fields had a poor to non- existent stand as required by General Permit condition (section ll, item 2) and a suitable grass cover was needed on the inside slope of the lagoon dikes as required by General Pennit condition (section IL item 10). In regard to the deficiencies noted during the inspection, the following actions are requested : 1. Consult with a technical specialist for assistance in regard to the possible options available to improve the bermuda crop and control competition of other grasses and weeds. 2 . Collect waste samples every 120 days or within 60 days of waste application for accurate plant available nitrogen (PAN) applications. 3. Continue to work to establish a suitable cover grass on the inside slope of the lagoon dikes in the bare areas to prevent clay liner damage. 4 . Contact a technical specialist for the missing components of your CA WMP to include the odor and insect checklist and the mortality plan. 2.25 GRI!I!N STREET, SUIT!! 714, FAYE TTEVILLE, NORTH CAROLINA 28301·5043 PHONit: 9 10·488·1 5 41 FAX 810-488·0707 AN £QUAL O,.POATUNITY I AI"I"IRMAT IVE ACTION EM,.LOYI!R -50% AECYCLI!D/1 O% ..CST-CONSUMER """ItA Mr. Billy Tyndall Page2 August I 6~ I 999 Please notifY this office on or before September 17, I999 at the address below as to the actions taken or proposed to be taken to resolve this deficiency. Nothing in this letter should be taken as absolving this facility of the responsibility and liability of any violations that have or may result from these deficiencies. Ifyou have any questions concerning this matter, please call Robert Heath, at (910) 486- 1541. cc: Operations Branch Central Files Audrey Oxendine-FRO DSW Wilson Spencer -Sampson Co. NRCS Randy Barefoot -Prestage Farms Sincerely, ;;~.j(~ Robert F . Heath Environmental Specialist ., .. • -.·.-.· ,1 <i j0:~1~~--,,. ~· :~~l~~i; r ,·:J~~1 .. --.. w~~·· ·.: . .',<~~;~~ }~~Cl>E~R r ,•,•''~i:~-\- ~~li!J;~~\:;;.;~ .. . ~f.{\£ · ;·;BILL HOt..MAN ··~~;: il~~{'~~~,1:! .;;.:.·,K_EftR· T.·'.STE:VEN!I ·,·;c-;,: -.~ .; . ,. -;.l ;~ -~ ~ ;;-~ .f> ~ ~ ... • -~~ ..... .J "', i. 11 -~if ........... ~ -1 .. -.~.> ~ . ' ~ ~~~ ~-"! -;· :~ "'!• • ... ;-.' • ;;~ :::-: ."t -,-. ·-~ :::);:·~i¥~~L.~~~~~~l.:.· __ ;~J NORTH CAROLINA DEPARTM E NT OF \ ENVIRONMENT AND NATURAL R.E:SOURCES . DIVISION OF WATER QU.AL.ITY FAYETTEVIL.L.E RE-:;IONAL. OFF l-:s; October 30, 2000 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Billy Tyndall 6431 US 421 N . Clinton, NC 28328 Subject: Notice of Deficiency Administrative Code 15A NCAC 2H .0217 Tyndall & Son Farm Facility No. 82-615 Sampson County Dear Mr. Tyndall: On September 18 , 2000, staff from the Fayetteville Regional Office of the Division of Soil and Water performed an annual review ofthe Tyndall & Son Farm in Sampson County. The review revealed that there was over application of nitrogen to the wheat crop on field # 2 by twenty-one pounds. This deficiency was referred to the Division of Water Quality, as required, by The Division of Soil and Water. In regard to the deficiencies noted during the inspection, the following actions are requested: 1. A void over application of nitrogen in the future. Please provide this office with a written response, by November 14, 2000, as to the actions taken, or proposed to be taken, to resolve the deficiencies noted. Nothing in this letter should be taken as absolving this facility of the responsibility and liability of any violations that have resulted or may result from these deficiencies. UJiD ...... ,. 225 G,.EIEN STREET, SUITE 714 I 5YS1'EL BL O. FA'I'ETT~V Il.LE , N ORTH CAR O LINA :!8301-5043 PHON I! 5110-486·1541 F AX 9 1 0 ·4EJ6 -0 707 AN EQUAL OPPOitTUNI TY I A F ,-IIUoii ATIVIt A C TION E MPLOYI!R ·5 0 % Rt:C Y Cl.£0110% POST·CO N S U .. E .R I'_.P E R Mr. Tyndall 10-30-00 Page2 If you have any questions regarding this matter, please do not hesitate to contact myself or Mr. John Hasty, Environmental Specialist, at (91 0) 486-1541. Sincerely, ~-------·-·) •. •· .. _7 \, ;f;! /' cc: Sonya Avant-Compliance Group Wilson Spencer -Sampson Co. NRCS Trent Allen-DSWC Fayetteville Office Central Files -Raleigh .... 1/ ,· ;\ I . · f"tt~ -~-;---t -~ } ----. ---·-~ ' _.,., Pa·ut E. Rawls Water Quality Regional Supervisor .. ,, • , )Facility Number] &J":H _b/ S:JI · a"Divi!!ion of Water Quality · 0 Division of Soil and Water Conservation 0 Other Agency Type of Visit (/((;~}.ePee ln~p~tion 0 Operation Review 0 Structure Evaluation 0 Technical Assistance Reason for Visit ~ine ~om plaint 0 Follow up 0 Referral 0 Emergency 0 Other 0 Denied Access DateofVisit: I(}-J/:o2i Arriva1Time:I5J/~DepartureTime: I ZJj'iO I County:,)~ Region: FJ?V Farm Name: 7Y ndo II Oc:k) ..5 ~J Owner Email: ------------- Owner Name: ,23 11/ Y' TUn d~ Phone: I I Mailing Address: ------------------------------------____ _ Physical Address:----------------------------------------- Facility Contact: wfrh< r;r l'l ela t I Title: -----------PhoneNo: _____________ __ Onsite Representative: __.. . .f.~q........o:::..::'""""-«-==--------------Integrator:---------------- Certified Operator: -..... ,~..f...;..~..;....:=-a.-----------------Operator Certification Number: -------- Back-up Operator: --------------------Back-up Certification Number: Location of Farm: Latitude: D OD'D" Longitude: D OD'D " ID Wean to Finish I -~, Design Current S\\i ne _;{:::'. 'Capacity . Population ·Design Current Capacity Populatio n ~;.-=, ~;;:·:t.-'~: ~~i£:~1 :~7i~:$1~~ Wet Poultry Cattle ~~s~~;tY -~~~~~~1~ F-IB:=-;;;~;.;;:.._~e;;..;;_~-a-ye-r-+----+-----11 B ~:!~ ~:; ~ :o:~o:a:izy:=H:e:ifi=e=~=========:========~ D Dzy Cow t~ Dry Poultry r.;D:::;-;;;....;;..o......;;;..;'-'---+----+------1 ~~ D Laye rs =o=-=-N.;..:o..:..:.n--=D;..;;a..:..:.iry"---+----+------t f~ l:::::f.=~:..::.....----+-------1--------1. Bee f Stocker ~·"'.· D Non-Lay ers 0 Beef Feeder · D Pullets 0 D Turk eys '=="""B'-'e...;.e"""f B~ro"""o..;;;.d....;;C;.;;.o..,....._w ...,.,...___,....,....,:!::-:,......,..=~J~ · F.B;:;-~"-~;;.;;~.;.;.~:.;..!Y:....;....Po_u_lt_s +-------tl-------+ NURiber of Structures' LL j ; !,J!l D Wean to Fe eder D Feeder to Fini sh 0 Farrow to We an 0 Farrow to Feeder 0 Farrow to Finish D G ilts D Boars Other ID Other Discharges & Stream Impacts 1. Is any di scharge obs erv ed from any part of the operati on? D Yes tl-No DNA ONE Di sc harge ori gi na ted at: D Stru cture D Applic ation Fi eld D Othe r a . Was th e convey an ce man -ma de? b. Did th e disc ha rge reac h waters of the State? (If ye s, noti fy DWQ ) c. Wh at is th e estim ated vo lume th at reached wa ters of th e S tate (gallon s )? d. Does di scha rge bypass th e was te ma nagement sy stem? (I f ye s, not ify DWQ) 2. I s there ev id ence of a pa s t di sc harge fro m a ny p art of th e operati on? 3. Were there any adverse impacts or pote ntia l ad ve rse im pac ts to the Waters of th e State oth er th an from a d ischarge? DYes 0No DNA ONE DYes 0No DNA ONE D Yes 0 No D NA O NE D Yes l8J No D N A O NE D Yes [5J No D NA O NE 12128/04 Continued '·• jFacility Number:~-b JiJ Date of Inspection I.J-/Eiflj Waste Collection & Treatment 4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate? a. If yes, is waste level into the structural freeboard? Structure I Structure 2 Structure3 Structure 4 DYes fjlNo DNA 0 NE DYes ~o DNA ONE StructureS Structure 6 Identifier:------------------------------------------ Spillway?: Designed Freeboard (in): /'t Observed Freeboard (in): :;:> 5. Are there any immediate threats to the integrity of any of the structures observed? (ie/large trees, severe erosion, seepage, etc.) DYes !:if.. No DNA ONE 6. Are there structures on-site which are not properl y addressed and/or managed DYes ~No DNA ONE through a waste management or closure plan? If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ 7 . Do any of the structures need maintenance or improvement? 8. Do any of the stuctures lack adequate markers as required by the permit? (Not applicable to roofed pits, dry stacks and/or wet stacks) 9. Does any part of the waste management system other than the waste. structures require maintenance or improvemen t? Waste Application 10 . Are there any required buffers, setbacks, or compliance alternatives that need maintenance/improvement? DYes f.&lNo DNA ONE DYes lXI No DNA ONE DYes 18No DNA ONE DYes 0No DNA ~NE 11. Is th ere evidence of incorrect application? If yes, check the appropriate box below. DYes D No DNA [2NE D Excessive Ponding D Hydraulic Overload D Frozen Ground D Heavy Metals (Cu, Zn, etc.) 0 PAN D PAN> 10% or I 0 lbs 0 Total Phosphorus D Failure to Incorporate Manure/Sludge into Bare Soil 0 Outside of Acceptable Crop Window 0 Evidence of Wind Drift D Application Outside of Area 12 . ·crop type(s) -------------------------------------- 13 . Soil type(s) 14. Do the receiving crops differ from those designated in theCA WMP? DYes 0No DNA ~NE 15. Does the receiving crop and/or land application site need improvement? DYes 0No DNA ~NE 16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determinat io n?D Yes DNo DNA ~NE 17. Does the facility lack adequate acreage for land application? DYes 0No DNA ~NE 18 . Is there a lack of properly operating waste application equipment? DYes DNo DNA 6i.NE Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments. Use drawings of facility to better explain situations. (use additional pages as necessary): r"'.yvnJ; {}-TO "-~{LiaJ.J-«);,.;)-,._ ):-;t-J_ oltM if.;....,. cL~-«-'lD Jl,. "' TOe ... r- rllTfJ~~ W<OOJ~. ?v.7.;>r k .f~rf(l~ frfrhA ·~cf'D""'' ~rvaf,r--~J-Fit-~ wah.J- _rowr} t! wa.s c.Le~.r ;rv~ ())~.r. ~A~ 5D~L ht:L.!J et r--~ L'Dok 1o, 'T. 1-:n~d~J~~-... Reviewer/Inspector Name cf'!Uc G-'d_r;"'L .. 9-Jo-~3-3JD7> Pbone: Reviewer/Inspector Signature: ,.,._, ~ //{~ /~. Date: 0-,s --t:?Doi 12128/04 Continued .. I Facility Number: ~ -1o16t Reouired Records & Documents Date of Inspection 10 =ts-lft 19. Did the facility fail to have Certificate of Coverage & Permit readily avai lable? 20. Does the facility fai l to have all components of theCA WMP readily available? If yes, check the appropirate box. D WUP D C hecklists D Design 0 Maps · D Other DYes 18-No DNA O NE I D Yes D No DNA IB_NE 21. Does record keeping need improvement? If yes, c heck the appropriate box below . 0 Yes D No D NA £B.NE 0 Waste Application D Weekly Freeboard 0 Waste Analysis 0 Soil Analysis 0 Waste Transfers D Annual Certification 0 Rainfall D Stocking D Crop Yield D 120 Minute Inspections D Monthly and l" Rain Inspections 0 Weather Code 22. Did the facility fail to install and maintain a rain gauge? DYes DNo DNA ti:J.NE ' 23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? DYes 0 No DNA ~NE ·-I 24. Did the facility fai l to ca librate waste application equipment as required by the permit? D Yes D No DNA ~NE 25. Did the facility fail to conduct a sludge su rvey as required by the pennit? DYes 0No D ~A DQ-NE 26. Did the facility fail to have an actively certified operator in charge? D Yes 0No D NA lkf..NE 27. D id th e facility fail to secure a phosphorus loss assessment (PLAT) certification? DYes 0 No DNA ~NE Other Issues 28. Were any additional problems noted which cause non-compliance of the permit orCA WMP? DYes D No DNA ~NE 29. Did the facility fa il to properly dispose of dead animals within 24 hours a nd/or document D Yes DNo DNA r>a,NE and report the mortality rates that were higher than normal? 30. At the time of the inspection did the faci li ty pose an odor or air quality concern? D Yes D No DNA ~E If yes, contact a regional Air Quality representative immediately 31. Did the faci lity fail to notifY the regional office of emergency situations as required by DYes DNo DNA fiaN E General Permit? (ie/ discharge, freeboard problems, over appli cation) 32. Did Reviewer/Inspector fail to discuss review/inspection with an on-site representative? DYes lXI No D NA O NE 33. Does fa c ility require a follow-up visit by same agency? DYes ~No D NA O NE .,._, .... # • -~}. ~ _- ~~) 70 /f/r. rynM ~,;!-~·cn-nJ;-o/ ~r;ru~~-e_ ~ TV Irion ;-hr-lf..-e ~ ·, +k ~ tt-r-e;'(.L,r ; , +,,., ~~'~ L .. Page3 of 3 12/28104 CAFO TELEPHONE LOG Fayetteville Regional Office ·~PLAINT _REQUEST FOR INFORMA110N _OTHER . '5 -fo-'1 <6 I 16W 1100~ DWQ CONTACT. :SOh"'" ~ DATEI11ME PERSON CONTAC11NG THE F.R.O. 't)(;~l Gco..ba~ RETURN TELEPHONE NO. L....J~--- ADDRESS -=?Jt wlu·J.e fJ/GJ.·~5 (~. {!..J. FARM NAME: &~es+ Fo.rli'V\.- FARM owNEr<: 3. B, ±>~,est couNTY B loJeCL NARRA11VE: FACILITY NO. CJt(-3'$ 5pr~'\ -b elo5e 1,_ ~~->!'fell,.~ lerr)b/e . ' ---------J I I 1!/rl . 6~ ~ f/.4 ..flu: ~c:e ~ Aer ,{.,~ Jz; }ie_ ~'cttJib~ ~a._ ;~ ~ Z_t/0 ~ .J-r;, "J 20' lJVd ~~ ~ h:lrCf._ crl-kr io.. ~r ~~ ~Dei.Cek m-. I Michael F . Easley Governor William G . Ross Jr., Secretary Department of Environment and Nat ural Resources Mr. Billy Tyndall 6431 US.421 N Clinton, NC 28328 May 7 , 2003 SUBJECT: Retraction of Notice of Violation Tyndall and Son·Fann Farm# 82-615 Sampson County Dear Mr. Tyndall : Alan W . Klimek, P.E. Di rector Division of Water Quality On April 17, 2003, you were sent a Notice of Violation for having high freeboard in your lagoon. Because you did not have high freeboard in your lagoo n and your fann number w as entered in our records in error, this Notice of Violation is hereby retracte d and has been removed from your file. We apologize for any inconve nie nce this has caused y ou. If yo u have any ques tions, please call Steve Lewis at 733-5083, ext . 539. Sincerely, cc: Facility File -Non -Di scharge Compliance/Enforcement Unit (l:ayetteyil1~g!ona1 O f fice Customer Servi ce: 1-a n ·623·67 4 8 Mailing Address: 16 17 Mail Service Cen ter Ral eigh. North Carolina 27699 ·1 6 17 Telephone (919) 733·5083 Fax (919) 733·0059 State Couri er #5 2·01·01 An £qual Opportunity 1 Affirma tive A c tion Employer 5 0% recycled I 10% post-<:on s umer paper h ttp://h2o. enr.s tate.n c. us Location: 512 N. Sa lisb ury St. Ral eig h , NC 27699·1617 -:{.-"", -~ - \__ ': ~ .'i . : . ::~~~~:.· . . .... ,.;1;:'"' ., -.. ~~,~-··: .. ~ .. -.. --. ..,,, ... "" "" ~-: .. :.-:-.. :.::.·""'· .... "!" .... ~".· J",j'f'-.. ' ..... . · .... . :· : .. , .. . 'I~: :· ,· ... , ·, • ·' t ... ,; . .. ·,~· ... , .. .. ., : :1;:\ . . . ··~ ·"' .. ·:• . ~~.' "\•, .. tt.; . .. . -.... ,,, "-' ·.' -'' .. ,. ·.~ ..:.~-...~.h..'-,, . •. ......": y.,-r:~~\· ... . . ' :. :...,., ..... • : .• a . :'·t '• • :~·· ...... ~ .... .,.,. 't'•· : .• . .. ~. ~ . ~~ ... ~~-. ·J ~..... . 1'.:~'; ~A ~ . l . ... ... ' .. map RECEI\fEO ~~~~~~~~~~~~~02 .. Date: June 26, 2009 0 Landon Davidson, ARO-APS [8] Art Barnhardt, FRO-APS 0 Andrew Pitner, MRO-APS 0 Jay Zimme an, RRO-APS ~,.~~~ ~kr- . . .E. , AFO Unit 0 David May, WaRO-APS 0 Charlie Stehman, WiRO-APS 0 Sherri Knight, WSRO-APS Telephone: {91~, 'i'l5e616Q. C\ \<{ l f'SlD~1 Fax: (919) 715-6048 E-Mail: bennie !jQU\~8@Rtlrnajl Ret ~.,-j~ ~ ,blctn..fo ... (9 d!t-r do il' A. Permit Number: AWI820615 B. Owner: William and Becky Tvndall C. Facilitv/Operation: Tyndall Hog & Chicken Farm, Inc 0 Proposed [8] Existing [8] Facility 0 Operation D.. Application: 1. Permit Type: [81 Animal D Surface Irrigation D Reuse 0 -H-R infiltration .-;. D Recycle 0 liE Lagoon D OW Remediation (ND) D UIC-(5A7) open loop geothermal __ For Residuals: 0 Land App. 0 D&M 0 503 0 503 Exempt D Surface Disposal D Animal 2. Project Type: 0 New -D Major Mod. D Minor Mod. D Renewal D Renewal w / Mod. E. Comments/Other Information: ~ This application is to add a Super Soils treatment system to the facility under the Lagoon Conversion Program. This would add an individual permit for the new system, but maintain a general permit as well. Please let me know of any site/compliance issues regarding this facility. Attached, you will find all infonnation submitted in support of the above-referenced application for your review , comment, and/or action. Within 15 calendar days, please take the following actions: [8] Return a Completed APSARR Form. 0 Attach Well Construction Data Sheet. 0 Attach Attachment B for Certification by the LAPCU. D Issue an Attachment B Certification from the RO. * * Remember that you will be responsible for coordinating site visits and reviews , as well as additional information requests with other RO-APS representatives in order to prepare a complete Attachment B for certification. Refer to the RPP SOP f~r additional detail. When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and return it to the appropriate Central Office-Aquifer Protection Section contact person Listedabove. <i) _ J-''fl cl ~':1~:...._ -:b~.,........-?r-7-t/1 [' '(. \lc '(\}.) e}-._ t--'5-r: . D . " RO-APS Reviewer: Date: _____ _ FO~: APSARR 07/06 Page 1 of 1 r· I 1- -NAME: BILLY & BECKY TYNDAL~ RECEiVED I OENR I DWQ AQUIFI=R.PROTFr.Ttnt.J ~FCT!ON COUNTY: SAMPSON TYPE OPERATION: 5BBO FEED-FINISH MAY 15 Z009 RECE\VED JUl. 0 2 2118 T C AL. F<EQU I RED VOLUME 1149468 CIJ FT --------- "(0 AL DESIGN VOLUME AVAILABLE ~-fAmtf&fK:-GlONAl.OffiGE 1167312 ______ ....._ __ cu FT ESTIMATED: &a VOLUME OF LAGOON EXCAVATION 30480 cu YDS ---------- VOLUME OF EXCAVATION FOR PAD 9612 cu YDS -·-----··--- -TOTAL EXCAVATION 40092 CU YDS VOLUME OF PAD FILL 7527 CU YDS VOLUME OF DAM 31893 CU YDS TOTAL FILL 39420 CU YDS CUT -FILL RATIO 1. 02 : 1 BORROW MATERIAL MAY BE NEEDED ADJACENT TO LAGOON SITE TO COMPLETE THE JOB. ( * WHERE SM (SANDY) MATERIAL IS ENCOUNTERED JVEREXCAVATE 2.0 FEET AND BACKFILL WITH COMPACTED SC {SANDY CLAY) ~ATEFn t='~L. TUP OF DAi"1 CREST OF {~::NERGENCY :;r;:}.LLWAY F' I F'E I N\IEFT HllTTCt1 BEG-IN t:.·A[' f~ND F'AD ~LEVATION 42.5 ELE'IAT!DN 41. ~. 28. ~~ ELEVATION 44.5 E::LEVATION 44 '·-:r ''·· 0 •._/ "--' o-/ 1-~ e>-3 :J-IJ 1..1-.S :S-'-' ,_, -,-g )'-'1 9-k> to-II '-fl-l'l I J-13 "'-..., I "1· I &J TYPES OF MATERIAL ENCOUNTERED IN BORINGS (Use aae of systems below) UNIFIED CLASSIFICAnON --~· ··---USDA. CIASSIFICATDf --. GW ·Well palled pwela; pavel. saad ads &-pavel GP ·Poorly p.ded KJ&vela •-sud GII-Siltr gravels: pavel-saDII-sill lllD vfa·Yely n...- GC -Clayey &J~~Yels : cravel-saad-clay aaiJr sl-saAct, bUD SW-Well paded JUIDIIa; uad-tr,tljvel aaiJr fal. fiae ..... IDul SP-Poorly paded saDds 1-loem . Sll-Siltr sad &1-paftlly Jous SC-Clayey uads; aacklay llliztares si-silt IlL-Silts; silty. v. fiae SIIDds ; um1J or clayey silt sit· silt lCIUI CL-Clays of low to mecliaaa platicity el-clay 1oaaa CH • )Aorpajc claJs of hi&b plasticity sid ·silty clay Jous IIIII ~ EJutk: ai1bl act-s-a, dar Jous OL-Orpaic: silts ud siltJ c:lays. low p~ty sic-silty day OH -Orpny: claJs. mectilull to hip plastJPty I c-clay L Saitable mat.W for_....,",.,.._, b a~ g.¥• 0 No ~ ............ _ .... ...,. _ _ .... REMARKS· 6,.,d ;_,,1,,~-./r e,dc~ .. i~~J ~ ~ ~~~ r~.,k~ /;,N -. fC 4/I,_.~,:.J 1~ _.uc-e-Jpe/_ AJee:J TD _L,~, ~~b~ ~.lhJ~ ~~ p~ ~ 0 p h~tj'aq 1-(.l. AocJtN/~&,. . ..f~~e S4' .J~Ys.-.r · e.u,/J 6* ~;'<JR""~ ,;,.; ~~4 s-,:.Jt-r/yr~' -~'~~~·:·~. ~f!-.,~u•' ·~.-' ~~~~~w,iJ.~. ~p~rcc.W c I.,; .. --~~t::4 ,, r-v ~~ f Gll,.,fdCJ.,Nfr-""c-,~--~ I. •;!!pi·~· II •IN-•IIIabial IJIIBd s~lblia dhlp...:J,l 1 !!!f11 ~/I I J~ ,.~t!! J li'~ '~\ c-0-"fl~'~~ HtJ.J. 0 - GBNERAL REMABBS: .. jti.O (Jfi.S Z,")..D 2& 2S ·ar 1'7 28 29 30 31 ~ -M~~nMD~GGQ~~~~-G~~ ~ ;;11 'Si ~( c. :m ~ ")(: r:;c_ .. _ .-. .. ~ Ioiii, :::.0. sc s vr 5c. ~ ~ 1:; ~ sc. ~ IK.J ~ ~ "'' f.£ ~ /(J ~ .. U. S. DEPARTlllNT OF AGAICUL TUM SOIL CONSPVATION ~RVICI: SOIL INVESTIGATION TO DETERMINE SUITABIUlY OF PROPOSED POND SITE F ARMEitS NAME lj'JJ ,~ 7 ... ,l,. II nrsnucr . ~ . OOONrY S, A 4 ,fOD DATE ,3 .. ~-t • , S. C. S. PHaro SIIEET NO. WORK UNl'l' WATI.&SIIDi AHA II!ASIIUJIIl'fJ CROPLAND--ACRES PASnJJtE __ ACRES .AWL r-~ s-JHO!~~r- WOODLAND-ACRES TOI'AL ACRES ....pQNBCLASS WORK UNIT COMSBRVATIO.-.-IST SKETCH OF PROPOSED POND SHOWING WHEBB BORINGS WERE MADE CAPproL waJ.l"•-leett ,__ ...,.._,.,.,-_..... ... ,., .. .-4 ~-..... - A .l·~ I' .. ~ ~ ~ /" k .,... " v --, f-./ ......... ......... '--""'" ........... ....._ r---.......... -"'-"\_.t\. . H.~ J L I~ ,s I 1.3\1 ~0-' ! . l 1 ~~ ( i I i ~ ~ . l I I t; ~ ~ ~ t [,..o_ J· ,._ I '-tl ,:;) .,_ 4) t i ,..) j ltii. "I ( . .. ~~ 'II:~ ..,, p ~Cf.) 1"1 I SHOW ~~~ BOlliNG NUMBEil AND PBOFILB DEPnl Mtllije llw41:N .__, -.4 _...., ......._. .., . ._ ~-.-4 ...._ .......... _... _,. --.1 rWIII ._ fSCALE "lf-n-..1 .. h --.., sao.-..... .. .....,.,. ........ ... .... r-.,. 2 3 ... 5 I l I I 10 'jl 12 13 lC 15 II 17 ~ Ul 2D 21 22 Z3 0-/ Sbt ~1Jl ~ s-. }"'.d Slll. )1'1) S'ftl ,.. 1-3 sc 5c. ~ ~ 3-" [c ~ ~ ,., ~ ·.5 sc. [5c.. ~ ~ r:sP :s .'" sc. ~ ~· n--5c ,,, (.\.-sc sc. 511! rr 5C. -; vr 7-J 5<:. •)n ~ , 5<:. s rnJ. ~~ sc. lr-cr Sc.. ,.a ~ '{c. .I~ ill_ a. .._, s~ sc:. sl. Je ~ '\· Jv t.L 5~ . ~" ~ s ~ J• ,.,. I,_ Jl ~-~ l/CJ k. JJ · icl ~ C.L · SC.. S(. BORINGS MAD£ BY-:. r .. ,o~~~ C.. z;. ... •·• • ¥GNAnJRE & 'ITI1.E h~ ----.::J"...-. -• /"'-. t:'« ~-13 I 1-~-PI- 5C/C.L <6oc lt'-t~' .... ~) sc. .. sc. ~ -· INSTRUCTIONS All darns built with. technical assistance· from the Soil Conservation Service must have -a hazard classification assigned by the person responsible for approving the design. Most farm ponds, except · in borderline cases, can be classified after a · complete field· investigation without assuming failure and making breach studies. This data sheet is to be used for recording the information obtained through field studies and for documenting the hazard classification. Where there ·is a possibility for loss of life or major property damage from a dam failure, an approved breach routing procedure is to be used. (Consult with the area engineer.) · · Hazard class if1cat1ons of dams are made by evaluating the possib11 fty for loss of life and the extent of damage &hat would result if the dam ·. · should suddenly breach--that is--a· section of the dam be suddenly and completely washed out •. It is to be assumed that a wall of water will be released equal to the height of the dam. This flood wave will be reduced in height as it moves down the flood plain . The wave height (depth of flooding) should be evaluated for a sufficient distance downstream until the estimated flood level wi 11 not cause significant damage to .. 1mprovements---------· such as homes, buildings,-roadr.-util ities, reservoirs;· etc~--The-breach ------··· flood level will be reduced depending on the valley storage, slope, and openess of the flood plain; however, in a narrow steep valley· slopes . . ---------·--· steeper than lOS should be gfven special consideration. One method of evaluation ·is to ·compare available valley storage (under fl~od conditions) to impoundment storage ·{figured to the top of the dam) for each reach evaluated -with a judgment estimate made of the flood wave height at all critical points downstream. Should _there be any questions about the hazard cl~sification for a dam, the area enginee r should be consulted before mak1ng design commitments. .~ U. S. Department of Agriculture Soil Conservation Service NC-ENG-34 September 1980 f i1 e Code : 210 .. HAZARD CLASSIFICATION DATA SHEET FOR DAMS Landowner 'Ha.ll1 · l'yu J ~ (' J County ~ ;.....f s·a N Conmunity or Group No. Conservation Plan No. ---- Estimated Depth of Water to Top of Dam llf Ft. Length of Flood Pool I Y 0 Ft. Date of Field Hazard Investigation S-llf -c;s= . Evaluation by reach of flood plain downstre~ to the point of estimated minor effect from sudden dam failure. • ~ . . . . . . . . Reach: length: Width: Slope: land Use Kind of Improvements . . ~ ~ _ ~ ~ (J>oo6s AloN~ 2 :I '·~oo : \~oo : ·• ~ : ....,.-:: : .. ~ L t : I : : : \./ C-:t: LV l ~-_1 5 • • • • 0 . . . 3 : Est. Elev. :Est. Elevation :Improvements: of Breach : Above -:Floodwater Above : Flood Plain: Flood Plain : Ft. Ft • . . . . . G~e.·e f<. . : : . . . . ¥1A>1 . L.f-:1, . . 0 . . Describe potential for loss of life and damage to existing or probable future downstream improvements from a ·sudden breach A sudden failure of structure wjll not endanger 1i fe or damage public transportation. VCrj~AI' '-(, 'tt> sf,. Cq."" vi... a_,,; t~rtJ "'-' tn I ,. tlf.oo f-f ·aNd {:l...e4, /~,oao ±b· ~ CA..s-'f.?../, Hazard ·classification of Dam {a, .b. c) (see NEM-Part 520.2_~)-..;::;CL~----- Dam Classification (I. II , I II, IV, V) _ _..VT;"""*==~'~~=::::=:~o:..:::d.;a,A,_t --l(~h'-s~s-~--=J:!:C~---/ ~ ¥--~-f5 NOTE: 1. Instructfo on reverse side. 2. Attach additional sheets as needed. ~.I :~ i r-, I I ) ·~ •• •• I c.: -~ • ~v (") \ .. ' . ... ' ... "" '• : I .. -_, \: '"I"\ H-•.:' ~ -•• -..., "" \' \.i• I . I I I I I . . :,-... \~,r \ .. .· \ . -. . ' . .. ·\. ' \ I \; , . / ~ . ·• . I J \· .... ..... ~ . .. . I . " \~ !:·4 ·. / , ... 1 • • ·. lit. ,f ... , I .. ~.· / 4 1perator:BILLY TYNDALL County: SAMPSON Date: 03/14/95 ·~~· Distance to nearest residence (other than owner): 1~'.00. 0 feet L AVERAGE ~-I VE WEIGHT ( r~LW) 0 sows (far-row to finish) :·~ 1417 lbs. = 0 lbs (l sows (farrow to feeder) . '" 1"•. 522 lbs. = 0 lbs 5880 head (finishing only) ~-~ 135 lbs. = 793800 lbs 0 sows (farrow to wean) >~ 433 lbs. = 0 lbs (l head (wean to feeder) ,., 30 lbs. = 0 J.bs Describe other : ··---------4------0 Total Averaqe ;_ive Wf?.ight = 793800 lbs ~ MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 793800 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 793800 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED AT OWNERS REQUEST. REMOVE SLUDGE AS NEEDED. 4. TOTAL DESIGNED VOLUME Inside top 1 eng th (feet j ----o------------------ Inside top width (feetJ---------------------- Top of dike elevation (feet)----------------- Bottom of lagoon elevation (feet)------------ Freeboard (feet)----------------------------- Side 3lopes (inside lagoon)------------------ Total design volume using prismoidal formula SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2 3~: €) AREA OF TOP LENGTH * WIDTH = LENGTH 718.(' 730.0 190. (l . 42. ~~ 28.5· 2. () 3. () .. 1 ~JIDTH 178.0 718.0 178.0 127804 (AREA OF TOP) ARF.14 OF BDTTOI''· ~.ENGTH * WIDTH - 646.0 AREA OF MIDS~CTION L .. t=J~GTH ~ WIDTH * 4 68476 (AREA OF BOTTOM) DEPTH 12.0 142=0 387376 (AREA OF MIDSECTION * 4) . .._, CU. FT. = [AREA TOP -~ !4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6 1 :;:; 7:304 • (l 587376.0 Total Design0d Volume Av~ilable = .11(:.7312 cu. ' I J='T '' ·-._...- TEMPORARY STORAGE REQUIRED DRAINAGE AREA: Lagoon (top of dike) Length * Width ~ 730.0 190.0 138700 .0 square fe et ~ Buildings (roof and lot water) 0 . 0 sqLtare feet TOTAL DA 138700.0 square feet Design temporary storage period to be Describe this area. 160 days. 5A. Volume of wa~te produced <:.......-·B. Feces & urine productiori in gal./da y per 135 lb . ALW Volume = 793800 lbs. ALW/135 lbs. ALW * ·1.37 gal/day Volume= '1450008 gals. or 193851.3 cubic feet Uolum~'> .-.f •·•a c:.h •·J;>t-r..::.·-. . -..... .... -•. =· ····o 1.37 .1.80 day s This is the amount of fresh water used for washing floor s or volume of fresh water used for a flu~h system. Flush systems that recirculat the lagoon water are accounted for in 5A. \lo lume = Vo lume = 0.0 gallons/day * 0 .0 cu.bic fe et 189 days storage/7.48 g a llon s per CF SC. Volume o f rainfall in e xcess of evaporation Us e period of time when ra i nfall e xceeds e v aporat i on by l arges t amount 1 50 d~ys excess rainfall ::;: 7 .0 inc:i,es Volume = 7.0 in * DA I 1 2 inches per foot Volume = 80908.3 c ubi c f2et "-"' ·-::OD. Volume of 25 year·-24 hour storm Volume -7.0 inches I 12 inches per foot * DA Volume -80903.3 cubic feet TOTAL REQUIRED TEMPORARY STORAGE ~5A. 193851 cubic ·J'e:?et :'•B • (l cubic feet 5C. 80908 cubic feet 5D. 80908 cubic ~eet TOTAL 3~~=·668 cubic feet 6. SUMMARY 7. Temporary storagE period====================> Ra i nfall in excess of evaporation===========> 25 year -24 hour rainfall==================> Freeboard===================================> Side slopes===~=============================> In s ide top length===========================> Inside top width ==~=========================> Tup ~f dike elev at i on=======================> Bottom o f l agoon eleva tion ==================> Total required volume============~==========> Actual design volume=========~===~==========> Seasonal high watertab le elevation (SHWT)===> S top pumping elev.===============::==========> Must be > or = to the SHWT elev.====~=====> 180 7.0 7.0 2.0 3.0 7 30 .0 .190.0 42.5 28.5 11:49468 1167312 3 5.1 37 .4 35.1 days inches inches feet : 1 feet feet feet feet cu. ft. cu. ft. feet feet feet Must be > or= to mi n. req. tre~tment el .=> 34.5 feet Required minimum treatment volume===========> 79 3 800 cu. ft. Volume a t stop pumping elevation============> 796594 cu . ft. "' "' * f. Start pumping elev.=========================> 39.8 feet * Mu s t be at bottom of f r eeboard & 2 5 yr. rainfall Ac tual v olume l ess 2 5 y r.-24 hr .. rainfall==> 1 086404 cu. ft. Volume at sta rt pumping elevation===========> 1079162 cu. ft. Required vo lume to be pumped================> 274760 cu. ft. * Actual volume planned to be pumped==========> 282568 cu. ft . * Min. thickness o f soil liner when required==> 2.0 feet DESIGNE:C. BY:~-Jlt.--~ti-APPROVED "BY:da-.. ~.J Ck J.//tCS PIUJ)-b &--~, J-c._. DATE~ 31 ~o /9S DATE: /!-"-1> NOTE: SEE ~TTACHED WAS TE UTIL I ZA~ION ?LAN C:OMr1ENT S ~ -------------------- ··--------·--·--···--- OH-Ver-1 .4~ CROSS-SECTION DATA QUANTITY CALCULATIONS p repared for US Deoartmen t of Agriculture S oil Conser vatio n Se r~ic~ J3 ILL........ TVND?,LL in SAMPSON CoLmty ~ North Caro 1 in;;,:~_ Designer GLENN CLIFTON Date 03/22/95 .Job Number 708 d :::h ec ker Da.te ***~*****~***********************~**********~**********************~**********• L AG OON EXCAVATIO N TEt·!PLATE DATA: Beginning Elevation = 28.5 Beginning Station = !16+.8 116+.8 to 790+.6 S ECTION NUMBER 1 Centerline Station 116+.8 m\IG INAh-DATA: 50 .1) ; 22.1 150.0 I 3J..O· S ECTION NUMBER 2 Centerline Station 2+00 ORIGINAL Di~TA: ~10. 0 / 20.0 .:. 50 . 0 / 30 ' 1 S ECTION NUhB ER . .:;. C en t~rline Station 3+00 O::UG INf L DATP.: :=.o . o 1 .t ~:r , o l 5(l . (l l 3 <)" 2 :-=;::=:i:=T I ON NIJMBER 4 ·=.eroter-l j .ne St.at .to r ~ 4~·00 O F:IC1INAL DP:TA : :':C. 0 / ',20 '3 C\3CL106/3 2 00.0 / 3:'·.0 200.0 .. -:r't;:;: -. ·~· ,_t ~.: 2()() "() / 34 II () :2(i~)"' l) / 3~ .l 0 .00000 ft/ft 0 300.0 I 3 9.0 Ll-00. 0 I 38 • 300 .0 I 4(i.4 4 00 .0 I ~-1 ' 300.0 / 40.7 .:.oo. (l / ~~ )_ • !:i 4·00. 0 / 4 ~ . . ~-· .. LAGOON EXCAVATION (continued) 03 /22/95 ......_... • S ECTION NUMBER 5 Centerline Station 5+00 ORIGINAL DATA: 50.0 I 15.2 150.0 I 26.9 SECTION NUMBER 6 Centerline Station 6+00 ORIGINAL DAT~~: !:e(l • i) / 22 • 3 150.0 I 27.0 SECTION NUMBER 7 Centerline Station 7+00 ORIGINAL DATA: 50.0 / 18.9 150.0 I 24.8 SECTION NUMBER 8 Centerline Station 790+.6 OF:IGINAL DATA: =·0. 0 I 20.6 150.0 I 2 6.9 " 200.0 I 35.5 200.0 / 35.2 2t)(> . (> I 32 . 2 2 ()() .. (J / 30.6 300.0 I 41.4 3 0 0.0 ! 41 .1 Q 3(H) • 0 I 39 • 9 3 :)0. 0 / 37.0 ·o p ~.ge 2 400.0 I 4 6 . 400. 0 I 4 . .:-., 400.0 / 46 . 400.0 I 44. ..._..· OH-YPr-1 .44 PLANNED QUANTITY CALCULATIONS prep,;:tr e d fCl r i n US Department o f Agricult u r ~ S i:-.•.i 1 C o ns e r v .:.~t i .:m S erv j, r.:e SAMPSON County , North C a rol i na De signer : GLENN CLIFTON Da te 03/22/9 5 J"=>b Number 7 0 8 Ch e ck e r Date **********~*******************************£*****'****~*'*********************'~ LAGOON EXCAVATION ** E XC ?NATION ** ** FILL ** Bot Left Right Off-CL CL Dist Area ~i ol ume Area Volume l.tJidth ss ,...r" ;::);::) (ft) Sta (ft) ( SqFt) .:cu.Yds) (SqFt) (Cu.Yds : 106 3 :1 3:1 197 .0 116+.8 1111.6 o.o 8 3 3641 .. 2 (J J : _./ 1 06 3:1 3~ 1 197.0 2 +0 0 12::-1 •. :S 0.0 ...£,. .!.0 0 0 8 225.1 0.0 106 3:1 3:1 197 .0 3+0 0 1223. -·, I t). (; 100 12915.2 0 .0 1 0 6 3 :1 3:1 197.0 4-:..oo 1 3 08.9 0.0 100 I 1792 4.8 0" ;~·: 106 3 :1 .. 3:1 197.0 5+0 0 1:::::96 .3 0 .0 100 2301~·. 5 0.0 106 ~. 1 ._, • ..L. 3 ~ 1 1 9 7.0 t:.+(l(l 1 2:52.7 0 .0 100 27~9 6.2 . ~) .. ·:: 106 3:1 3:1 j_97.0 7 +00 1.066.9 0 .0 91 I :3 (.4 7'~. 9 0.0 .. 106 3 :1 3:1 1 9 7 .0 79 ()-+·. 6 -/)_1 .5 i).(l OH-Ver-1.4L CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for- US DeDartment of Agriculb.t re S oil Conservation Service BTLLV ~-YNDALL_ i n SAMPSON County~ North Carolina ~ Designer : GLENN CLIFTON She~ker Date : 03/27/95 Date Job Number 710 ******~*****t *********~*******~=******~*******~******~*****~*****~***********~* .... TEMPLATE DATA: Beginning Beginning 0+00 to 9+90 to Elevation = 42.5 Station = 0+00 9+90 12+58 DAM FILL D /3.5CL12 \3 D/3CL1 2\3 . ::. c.ooooo 0 .00 000 ft/ft ft/7 t -SECT I ON NUMBER 1. Centerline Station 0+00 OF:IGINAL DATA: -300. 0 / 42. 4 SECTiON NUMBER 2 400 .0 / 42 .4 · Centerline Station +20 ORIGINAL DATA: 3 0 0.0 I 3 8.6 400.0 I 38.(: E ~CTION NUMBER 3 Cent~rline S tat lon +36 ORI GINAL DA TA: 50 .0 I ~5 .7 '!:.E.L'."1" l ON NU~'IBER 4 j _(l(·. <) / 38 r, 3 Sente r line S t a ticG •8 7 OF\IG lf\iAL DA T t''l: .:. ' :5 o. o / 3-~· z 5 .100.0 / :::::s •. ::.. ~- 3ECT I ON WJr-lB ER <.: ~· C e~ter ]i n e Station 1.+87 0 200. :) I 4 '). 4 t DAM FI LL (continued} 03/27/95 OfUGINAL DATA: 50.0 I 33.5 SECTION NUMBER 6 100. cr 1 34.9 Centerline Station 2+38 OF:IG it.JAL DATA: 50.0 I 22.6 SECTION NUMBER 7 15()a() / 3 1.2 Centerline St~tion 2+64 ORIGINAL DATA: 50 .0 I 22 .6 SECTION NUMBER 8 150.0 / 3 1.2 Centerline Station 3 +64 ORiGINAL DATA: 50.0 I 20.0 SECTION NUMBER 9 150.0 I 30.1 Centerl.irie Station 4+64 ORIGINAL DATA: ~·0 . 0 I 19.0 150.0 I 30 .2 SECTION NUMBER 10 Centerline Station 5+64 DRI GINAL DATA: 5 t). 0 / 20. 3 1 ~.o • o 1 2 9 . s SECTION NUMBER 11 Centerline Station 6+64 · Cli-1' IG I NAL. DATA: 50.0 / 1.5.2 1 50 .0 I 2 6 .7 SECTIO N NU MB ER 1 2 Sen terlin 8 S tati8n 7+64 OP IG I f\J;~L DATA : ::;(\. 0 / ~?:2 " 3 -::JECT I ON NUt-1DER .13 Centerlin e Station 8-64 200 .0 / 35.2 200 .0 / 34.9 300.0 / 38.6 200.0 I 34 .9 2(H):(' / 35.2 300.0 ! 4 0 .4 0 200 .0 I 34.0 300 . •) I 4 0 . 7 200.0 i 34.1 ::::-O <Y. 0 I 41. ~. 200.0, 35 ,5 300J; I 4 1..4 ::oo .. (i DAM ~ILL (continued) 0 3/21 /95 OF: I G I Nf-)L DATA: ~·0 • 0 I . 1. 8 • 9 150 .0 I 2 4.8 SECTION NUMBER 14 Ce nterl in~ St~tion 9+64 ORIGINAL DATA: ;::.o. o 1 20 •. ::, 1 5 0.0 I 26 .9 S ECTION NUMBER 15 . ~en t erl ine St~tio~ 9+90 ORIGINAL DATA: 50.0 i 21.1 SECTION NUMBE R 16 Centerline Station 10+41 OfUGINAL DATA: 7 00.0 I 32.2 800 .0 I 3 0.6 SECTION NUMBE R 1 7 Cen te rline Station 11+41 ORIG INAL DATA: 0 700.0 I 39.9 800 .0 I 37.0 S EC TION NUMBE R 1 8 Center li ne Station 11+92 iJR IGINAL DATA~ 7 00 .0 / 4 3 .4 o;;:IGINI~L DATA: :::oo . 0 / .38 . 2 800 .0 I 40.6 400 .0 I 45.3 page .::.. 200.0 I ~,.., ..., ·-•.L. ..... 3 00.0 I 3 9.9 200 .0 / :)0 .6 300.0 / 37.0 2(l(l , 0 / 29 • 8 ·:to o. o 1 27. a 875.0 I 34.8 850 .0 / 3 8.8 Top l-llidth 12 -" 1 " .:... 12 1.2 1 2 j'") -~- ' ~. 1.L 1 ~2 1.2 .!.2 2 • ·' -.) .!. .•. :: . ""' '";> / 1 -:.• ~- ! ..., .... OH-Ver-1.4'. Q Designer D~te PLANNED QUANTITY CALCULATIONS prepar·e c~ for US Department of Agriculture St~i J. Co r1ser v~.t io n S~r vi~:e J.:3I LLV TYNDALL in S AMPSON County, North Carolin a GLENN CLIFTON 03 /27 /95 Checker :>ate .J ob Nt_tmber 71 0 DAM FI ~-L ** E XC AVATION ** ** FILL ** Left Right Off-CL CL Di s t Area ')olume Area Volume ss ss ( ft) Sta ( f t ) (SqFt ) ( CLt. Yds ) (SqFt) (Cu .Yds) ' ·-'. 5 : 1 3: 1 3 60.0 0+00 0.0 1 "') •4- 2(i o.c 40 .4 ...,.. .,_, . 5: 1 3 : 1 345 .o 0+20 o .o 107 .8 0 16 0 (l ' 116 ,6 . ' ·-·. 5 : 1 .,::. : 1 7 8.0 0+36 0.0 149-. 4 51 (I .o 378. 1 ..,.. ·-' . 5 : 1 3 : 1 7 8.0 0+87 o .o 127 . 5 11)0 o . 0 . 1194 .6 ' ·-·. ~·: 1 3 : 1 78.0 1 +87 (l 0 3 13.4 0:< ...... ..._ 0 .0 2093.2 .. .) . ~f: 1 . .,::. : 1 143 .o 2+38 0.0 638 . 1 2 6 0 .0 2707 .6 ' 5 : 1 3: 1 143 .o 2+64 0. 0 6 3 8 1 ·-·. . .10C 0 . () 5 3 28. o:; "::-5~ 1 --~' : 1 143 • Ci 3+6 .:J '). 0 7 7 7 4 • _,l • .J •• . 1 00 0 .. -" • ' •• J 8279 . ., ._, ' ...... ~-) = l -~) : .1. 1.43 . 0 4+64 (1 1 (i 8 1 5 .7 100 (1 .0 11312.6 ,:: .. =· : 1 .:.;. : 1 143. 0 s +t-A (l, 0 8'?'? -~ . ~· .1.00 0 .. C> .15058 .4 . _: .... ~I: .t · .. ·-·· . ] . 143. . ~) 6 +6£1. 0 .0 1.2 00. ::::; 1.00 (; . ci .1 899/-;,. 9 .) ::i ~ ., • _:. j! 1 .t .t-3 (i· 7+64. ;) • t) 926 . 6 . .!. . 1 00 f).<) 22998.6 . .:.) ' ~::, : 1 . .:: . 1 1.43 . () :·3+t A (l . ~ ) ' 1 ::-2 ?.'+ . . ·-· 1<X ' ,., n (.! :~72:2('1 . ~. ·.• .::. t:: .1. 3 ~: 1 1·'+.:: • 0 ·~_;· ...... ::;;. i i. .. -., ') 1 0 5 0 ..2 . ·-': '·-· . ?t.. :) . 0 2825t) .. G 3 . :! ; J. ._:.: 1 1 4 3 0 9+=?0 ·) .o 1071 c . > ...... ~H 0 .. C• ':"?9.1 0 .-. ..:. 7.: ! .... =, : . .s :·(;. () .1.0+4~ . o.o l>~35 3 . ·-. l (li) (l . () 3 -:.56 :~. 8 n AM Fll.L (continued) 03 /27/95 Top Left Right Off-CL CL --Width ss ss (ft) S.ta 12 3:1. 3.5:1 820.0 I . 11+41 . t :~ 3;1 3 015:1 ~3 20. 0 1.1+92 12 3:1 . .:: .. 5:1 360 .0 12+58 0 Dist (ft) C:1 ~· ... 66 ** EXCAVATION ** A r-ea (SqFt) 0 .0 () .. (~ Volume (Cu.Yds) :) • (l t) .o ** F I LL ** Area (SqFt) 207.1 62.0 0 .0 Volume (Cu.Yds) 318 J.6. 9 31892.7 - ._/ i.itl• ~ C'f ..... .,~ US Department of Agriculture Soil Conservation Service CROSS-SECTION DATA QUANTITY CALCULATIONS prepared for E-t ILL.. V .TVt'.Jl.::>ALL in SAMPSON County, N~rth Carolina Des igner : GLENN CLIFTON Checker Date 03/31/95 Date Jab NLtmber 709 *****************~*•***********************;******~~***************~*********** TEt·1PL.:, TE Df,TA: Beginning Elevaotion = 44.5 Beginning Stat .i on = 3+45 3+4~· to 3+4~· 3+45 to 4+00 4+(H) to 5.+-00 ~ • ..;...()(! to ::.+50 0 5+~:,() to 6+00 SEC TION NUMBER 1 Centerline Station 3+45 :JRTGIN~lL DATA ~ 50 .0 I 35.6 10<).0 : 38 .2 500.0 I 44.4 600 .0 / 4'+. -~· S ECT I ON r-~U r-1B E F--: ..::.. C ~nterli ne Station 4+00 CRlGI NA L JP:T ;;; ::,(} r (1 / 3~t" 1:) 500.0 I 46 .7 100 .0 / 38.0 60(:-.0 / 46.9 SEC TION NU MB E R 3 C enterli~e S t ation ~-~oo :-='r:· .,_ C-:5 I t·I A L !)f.~ T.; ; .:·.() ~ (i ~:.t) .. 8 ~-~)( "'~) I ~;ECT l CiN N !.lMDER <.: -:• -: .. ,, . _: .. ; .. ·~) PAD FILL D l 4CL6·1-0\4 D/4CL640/4 D/4CL640/4 D/4CL640/4 D/4CU:A0/4 2(i (j. t) / 700.0 l 40.9 ·44 .1 :::~)(). \) I C.· .1. • ~I 700 .0 / 47.3 :.r)i) ~ i) 300.0 I 800.0 I 0.00000 o.ooooo 0.00250 0.00250 0.00000 42.7 41.3 300 . C• I 44 • 1 800 . ;) I 44 . 7 300 . :) / 44 . b ~3(!0 . •) / 4~:., • 8 ft/ft ft/ft ft /ft ft/tt fi:/ft lJ.OO . 0 I 8 60.0 / 4(i() .. !) I 43 •. 71""'\ • · .. :•., .. 4.:-., . FAD FJLL. ,· cor:tinL!ed) 03131 ./95 P<=\ge 2 DPI GJN AL DATPt: 60.0 / 31 ,4 100.0 I 34.2 200.0 I 42.0 300 . !) I 4~:0 .1 400 .0 I 47.: -500 .0 / 47.9 600.0 I 48.9 700.0 I 48.9 800.0 I ··l7. 4 :3:=:CT ION NUMBEF: 5 f::E·n ter-l. ine Stat. ion 6+00 OFd GI NAL DATA: .;S(l. (l I 32 .(> 100.0 I 3 ·'+. 5 200.0 I 42.0 :300 .0 I 4~:.. 5 400.0 I 47 . 5 t)(). <) / 48.1 t>C O .O I 49 .0 700.0 I 49.1 800.0 I 4·8 .0 -- - OH-Yer-1.4~ PLANNED QUANTITY CALCU~ATIONS prepa r ed for US Deoartment of Ag r i cultu r~ So il Con servation Servir? B I '·-L "Y' TYNDALL in SAM PSON County, North Carolina Designer : GLENN CL IFTON Checker Date 03/31/95 Date .J ob Number 709 ***~********~*****************~*************~*****************************3 **=~ PAD FILL ... I ** E XCAVA T I ON ** ** FILL ** Top Left Right Off-CL CL Dist I Areca. Volume Area V ol LiffiE' I Width ss ss (ft) S ta ( ft ) I (SqFt) (Cu.Yd s ) (SqFt) (Cu .Yds ) 640 4:1 4:1 120.0 3+45 o .o 1023.4 55 0.0 1660.2 640 4:1 4:1 120 .. 0 4+00 0 .0 606.6 .100 0 .0 4397 .:::: 640 4:1 4:1 120.0 _5+00 0.0 871 .6 ·50 0 .0 5992 .·1 6 40 4:1 4:1 120.0 5+50 0 .0 850.3 50 0 .0 7527 .: 640 4:1 4:1 120 .0 6+00 o.o 807.6 - -· ·- iJH-Ver-1.44 CRO SS -SECTION DAT A QUA NTITY CALCULATIO NS prepared f 0r US Depa r t me n t of Agr i cultur~ Sa i l Con3er v ati~n S e r v~cE E t I LL V ~~ V NDAL L_ i n S A~P SON Ccunt y, North Caro l ina De sig n er : GLE NN CLIFTON Date 03/31 /95 .J ab Nu mb er 7 1 3 T EMP LA TE DAT A: Begi nni n g Ele v ati o n = 44.5 Begi n ni n g S t a tion -3 +70 3 +7 0 to 3+7(; 3 +7 0 t o 4 +00 4+00 t o 5+00 5 +00 t o 5+50 ::.+~·0 to 6+00 SECT IO N NUM BER 1 Cente r line Station 3+70 OR IG I NAL. DATA: ~\0 . 0 I 35 .6 1 00.0 I 5 0 0.0 / 4 4 .4 6 00. 0 . !_ 4 4 • 8 3ECT IO N NUMBER 2 Centsrline S tati o n 4+00 Qf:,O:(G rNA L DAiA ~ ::.o . (l / 3 5. 0 =·{)f) • (; / 46 . 7 m:; I GINA!.. Dt~TA: ~: <)-(: / 1. 0 0 • 0 I 38 • (• 60G .O / 46 .9 :~ •=:t ·-··-·. '-~· ~)i)(; • c~ l 48 . 7· Center-~-ir!e Sta. tior . ~+5 0 :th.·1RT t JAL U ATA : PAD CUT C /4 CL 6 40/4 C/4C L 64014 CI,;1-CL 6 40 14 C/4CL64014 C /4CL640/4 20:). n I 700 . () / 40. 9 44 .8 ::-_ (i() • 0 I 4" 5 ' . .L . 7 00.0 I 4 7 --::-. --· :~(~() ; -i 1~' 1 . ..... :. . ... 700 . i_) / 4 8 . 7 30(:·. 800 . 300 . aoo . 3 0(. 8 !)(: . Check e t-· --------- Da t e 0 / 0 I 0 / i) I ::l I i) / 0 .00000 ft/ft 0 .00000 ft/f t 0.002 5 0 ftl ft 0.(H)2 5 0 ft l f t 0 • 0000 0 f f: / f ·': 0 42. 7 4 0 0.0 I 4 '-l ·:::> o \.J 44 . 1 4 :-i(l. i) ' / 44 . ( 44 . 6 4 0 (;-. 0 I ~+6 .. 8 lJ3 i~ := L!~ PA D CU T ( continL1ed ) 03/31/9 5 page 2 60 .0 I 3 1.4 1 0 0 .0 I 34.2 200 .0 / , 42 .0 300 .0 / 45 .1 400.0 I i.l.""' , . '::o (H) • 0 I 4 7. 0 , 6 0 0.0 I 4 8 .9 700 .0 I 48.9 8 00.0 I 47 .4 - ~3EC T I ON NUM BE R 5 Ce n te rl i ne S ta tion 6 +00 Ur; I G INA:.... DA T A~ 60 .0 / 32 .0 1 00 . ()" I 34.5 200 .0 / 42.0 .3 00 . 1) / 4 5 .5 4 0 0 .0 I 4 7 . 500.0 I 4 8 .1 600 .0 I 49.0 700 .. 0 I 49 .1 800 .0 / 48 .(1 I I ' 0 '. - - .· PLANNED QUANTITY CALCULATIONS prepared for in US Department of Agriculture So i l Conservation S ervi ce SAMPSON County, North Carolin~ Designer : GLENN CLIFTON Date 03/31 /95 Job Number 713 "Gheck.e r Date ********~***E**~~~••*********************~*************************'*********** PAD CUT ** EXCAVATION ** ** FILL. ** Bot Left Right Off-CL CL Dist Area Volume Are.:o. Volume l.&.Jidth . ss ss (ft) Sta (ft) (SqFtj (Cu.Yds) (SqFt) (Cu.Yds) 640 4:1 4:1 1 2 0.0 3+7(1 59.4 0 .0 30 482 .8 0.:: 640 4:1 4:1 120.0 4+00 8 09.7 o .o 100 4 113 2 .. 2 . 0 , ( 64 0 4:1 4:1 1 20.(> 5+00 i~.!-23 . (; 0 0 .(1 50 f-:.938 .4 0 .( 640 4:1 4:1 120.0 5+50 1383.7 c .o 50 ·~61 1. 0 (:. ( ·~40 " 4:1 4:1 120.0 6 +00 1503.6 0.0 _,· -.; -' U. S. IIIPMnBf liP AGIIlaA.lWI soU c:a... ...clan S.Vice PLAN OF EXCAVATED WASTE STORAGE PIT IIC·OG·40 .... 1191 NAME: (3r&.&.y £ BEGley fynOAL..I-Date: ~~ •·s )~5 county: SAM P~oo .. _.:. Address: CJ.m 'T'an, 0 C.. I r \ ~!!!· 7J!•' \ . \ I \ 1 ,, / / / / ...... ~"' l \ \ \ 4-2. 5 . &YC. -ILU. / /.ro~ ~.-... ·.r:, • •" •em• /~ _, ~~~-~--~~~~~ ., . /1 (S. -* for 'lOla.. c:ah:ulad-) . ~ Use o~ ~acility: An."",." WA:tt& /&fATI'ilU\7 L.A~eaor"\ capacity: 87 3 1 12 ~ aiiioaa 1 'Gp 73 1 2. Pt3 SOU~:~ 8eDdl llancm OA•'-•'? SieM sr._,,...,. +psaTQ? 1oo' £14sr o,:: !STA."r. .,,.. E 4 G-OO iu'fl'MX Bat1:am n..,. za.s J1anULl Liquid x..v.l BleY. ~:2·21 Starac)e far DOCI&l. Precip. (+) ft. 'Ia xi JP11II Li.qgid t.vel Bl.eY. ~:2 ·a 25 yr • staDl stOrat)8 (+) .7 Ft. crest BSW u ... xax. nov Depth (+) -ft. ~ (+) li:·Q Ft. Top of Dul tifrl. 4Z.S 'Btt.t.'( t 6£c"y h,nOA.L.t.. SAMPSon ~. TYPICAL VIEW OF A ONE-STAG! LAGOON SYSTEH 42.5 NOTE: RIP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE HATERIAL YILL BE PLACED AT PIPE OUTLETS TO PREVEN T EROSION OF CLAY LINER THE CUT OFF TRENCH IS TO tE INSTALLEI UNDER THE CENTER LINE OF THE DA" AHO EXCAVATED INTO ISC,Cl 1CH) "ATERIAL WITH A 10-12 FOOT BOTTO" AND 3:1 SlD£ SLOFES. IT IS TO BE BACKFILlED NITH (SC,Cl 1Cl) "ATERIAL IN 6 ~ LIFTS AHD NOT PLACED lN STAND1N8 WATER, COKPACTJON SHAll BE PERfOR"EO BY A SHEEPS-fOOT ROLLER DURIN6 PLACEKENT. NATURAL RESOURCES CONSERYATIO M SERVICE PERSONN£L MILL NEED TO INSPECT THE CUT OFF TRENCH BEFORE BACK- fill IS STARTED. ., ' \ . ~ '"'"';' __. :iHE:.t:T 1 OF 2 OPERATION AND MAINTENANCE PLAN This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary ~torage. The time required for t~e planned fluid level (permanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount· of fresh water added to the s y stem. The dEsigned temporary storage consists ci 180 days storage for: (1) waste from animals and (2~ excess rainfall after evaporation. Also ir,cluded is storage for the 25 year -24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and f rom year to year, but ex~ess rainfall will vary~fro~ year to year. The 25 year rainfall will not be a factor to conside~ in an annual pumping cycle, but this storage volume must always be available. A maximum elevation is determined in each design to begin p~mping and this is usually the otttlet i nvert o~ pipe(s) from building(s). If the outlet pipe is not installed at the elev ation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating con v enience as site conditions permit~ such as weather, soils, crop~ and equipment in order to apply waste without runoff or leaching. Land application of method of disposal. center pivot, guns, taken when applying waste water is recognized as an acceptable Metaods of application include solid se~, and traveling gun irrigation. Care should waste to prevent damage tc crops. The following items are to be carpied 0 ut: be 1. It is strongly recommended that the treatment lagoon be pre- charged to 1/2 its capacity to prev ent e xcessive odors during start-up. Pre-char~ing reduces tt1e concentration of the initial waste entering the lagoon thereby reducing odors. Solids should be ~cvered ~ith ef~luent at all times. w~en precharging is complete~ flush ~~ildings with recycled lagoon l iquid. F r esh water should not be used for flushing after initial filling. 2. The ~ttached wast e utilization plan shall be followed. This plan recommends sampling a~d testing of waste (see attachment) before l and app li cation. 3 . Begin temporary storage pump-out of t~e lagoo~ when flu id level r~aches the el~v atian 39.8 as m ~rk Pd by per ~a nent marker. Stop ~ump­ out ~h2n t he ~l uid le v~l reache s ~le v ation 37.4 . This temporary s~orage, less 2 5 yr-2c hr storm, ccnta~ns 274760 cubjc +eet c~ ~055202 g~llons. -- "\,../ . ........,. SHEET 2 OF 2 4. The recommended max1mum amount tc apply per irrigation is one (1) inch and the recommend~d maximum application rate is 0.3 inch per hour. Refer to the 1-1aste ut.ilization plan f -or further details. 5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to f!lc•.int<:<i n a v i gorous stand. 6. Repair any eroded area s or areas damaged by rodents and es ta blish in ve getation. 7. All s urf a ce runoff is to be di v erted f rom the lagoon to stable - o1xt lets . ~ 8. Keep a minimum of 25 feet of grass vegetated buffer waste utilization fields adjacent to peren n ial streams. not be app l ied in open ditches. Do ~ot pump within 2 0 0 residenc~ or within 100 f e et of a well. Waste ~hall be around Waste will feet of a appl.i.ed in a tl~2.nn e •-r :c -t to t-2 c?.ct-! •:ttf-•2r :-··r·o p er~:y ::3 f \d p t.;b l ic r·i z;t!-•t-o ·f-wa)'S. 9. The Cl e an Water Act of 1977 prohibits the discharge of poJlutants into waters of the United States. The Department of Environment~ Health~ and Natural Resources ~ Division of Environ- ment~! Management~ has the respons ibility for enforc~ng this law. 0 ·- 3HEET 1 OF -:> SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS 4-----------------------------------------------~---------- FOUNDATION PREPARATION: The foundation area of the lagoon embankm~nt and building pad sh~ll be cleared of trees~ logs, stumps, roots~ brush~ boulders,sad and rubbish . Satisfactory disposition will be made of all debris . The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, ~he foundation _area of the lagoon embankment and building pad shall be thoroughly loosened prior t o placing the first lift of fill material t o get a good bond. EXSAVATION AND EARTHFILL PLACEMENT: The completed excavation and earthfill shall conform to the lines, gr ade s, ~nj elevations shown on the plans. Earthfill material shall be free o f material such as sod, roots, frozen soil, stones over 6 inches in diameter, and o ther objectionable material. To the eKtent they are suitable, e x cavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer will be compacted by complete coverage with the hauling and spreading eq!Jipmen t . or standard tamping ro 11 et-or other equi valent method. Compaction will be considered adeq ua te when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER , SECTION OF¢THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the reQuired excavations. Construction of fill heights shall include ·5 percent for settlement. Dikes over 15 feet in -height and with an impoundment capacity of 10 acre-feet or more f a ll under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the ·dike. Precaut i ons shall be taken during construction to prevent e x cessi v e erosion and sedimentation. ~lNER~ THE MINIMUM REQUIRED THICKNESS SHALL BE 2.0 ·ft. NOTE : LINERS (PARTIAL OR ~ULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT S ~ INDICATE S OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECT ION OF THE LINER IS INC LUD ED IN THE DESIGN WHEN LINERS ARE REQUIR~D BY THE SOILS REPORT. When areas of unsuitable material are e~countered ~ they will be over- excava ted below finish grade to the specified d e pth as measured pP.rper •o:-ii.culc;~.r t G t i""H? fir,i sr' ::Jr-,:..de. The "foLmdat :i.on sha .:.J. b r~ ba~kf i l .\.ed as s pe cifi ed to G~~d ~ with ~ 3CS a p proved materi ~l (ie-CL~SC~CH). ~~FFR TO TH E SOILS JNVESTIGA TTO N INFORMATION IN THE PLA NS FOR SPECIAL :::.... CONS 1 D t~_P .. C; \I GN.S • -::" <' ·-- - SHEET 2 OF 2 Soil liner material shall come ~rom an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisture content when the soil is kneaded in the hand it will form a ball which does not readily separate. Water shall be added to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner materiai shall not be l ess than optimum water content during placement. The makimum water content relates to the soil material being too wet far efficient use of hauling equipment and proper compaction. P roper ~ompaction of the liner includes placament in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM 0698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and moistened as needed before placement of the next li f t . The single most important factor affecting the overall compacted perme- ability of a clay liner~ other than the type of clay used for the l iner~ is the efficient construction processing of the compacted lin er . T he sequence of equipment use and the routing of equipment in an estab- lished pattern helps assure uniformity in the whol~ placement and compaction process. For most clay soils, a tamping or sheepsfoot roller is the pref~r~ble t ype of ~o mpaction equipment. The soil liner shall be prote c ted from the discharge of wa s te outlet pipes. This can be done by using some t y pe of energy dissipator(rocks) o r using fle x ible outlets on waste pipes. Alternatives to so i l liners a re s ynt hetic liners and bentonite sealant. Wh e n these a re s pecified~ additional construction specific ation s are in ~uded with this Construction S pe ci fication. CU TOFF TRENCH: A cutoff trench shall b e con struc t ed under the ··embankment a rea when s hown on a typi c al cross s e ction in the plans.· The final d e pth of the ~uto tf trench shall be dete rm in ed by observation of the foundation mate r ials. 1/EGETA T I ON: Al l ~x oos e d embankment and other bare constructed a r ~as sha ll be seeded to the p l a nn e d type o f vegeta tion as soon as possible afte r con struc- tion ~cco rdirg to the see ding spe c if ica t ions. Topso il s hould be placed o n a r~a s of th& ·dike and pa~ to b e s eeded . Tempo ra ry seeding or mulch s hal l b e u s ed if t he r e c omm en ded berma n e nt veg e tat i o n ~s out o f s eason date5 for seedin g . Permanent vegetation should be e sta b li s hed as soon d S pcs ~;i bl8 during the ne x t p e r 1 o d o f app rov ed s eeding dates . REMOVAL OF E XI S TING TI ~E DRA :NS :,.Jhen ·:::.i.Lt::-.j r c;:.ins are encoLmi:.e t-ed ~ t .h e ti le w.:..ll be f·em \::J ve:d to a minimu:n o ·f J .. !) ?e.•e t bt7y<:;-,n d t h e o utsi d8 toe of s l ope .:rf t.he dike. The t.ile t :r-e;·1,.::h ~::;r-,;.:..1 ~. toe back.f .i lle-j a.n d c;:,mpacted w].th g ..-:.toc:t rr..=\te r··i ,;d such as 3 C , C:L~ or CH - 1 ' ' I '\ •• -r:. } c>~oo A L3 c.. D £ F' G H :r .J z.o.o I C), o z o.~ 's~~ z. ~.} 18,"i 1o.~ z.z . ., /100 "" 3D, I 30.:. z .~ z".~ ~~: 2. 7.o z 4-.'i Tb/1 EL$f, ~z.s Jo.s(A~,o~~~-·~------------------------------------~~ I + .5SJ ___________ z_,_::t~ ('r.+20) z.s.i I f"'JS ~5.'-'$o -34.1 ~S.'J as."' ~~.~- ~,.r S'. ,.1 l!OT'7'0M zs.s 34oo -40' Stoo f-Tf .. ~. i' ! 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RECEI\IEO Location~---~:6431 US421 N Clinton NC 28328 Phone--------·:.910-596-0334 Type Oper·at,.i 'on-------------: Feed-Fin Number o£ Animal---------~-: 5880 Storage Structure----------:Anaerobic Lagoon Method o£ application------:Irrigation JUL 02 mt Amount o£ waste produced per year--------~------: 11172 tons/year Amount o£ plant available N <PAN> produced/year-: 13524 lbs./year The waste £rom your animal facility must be land applied at a specified rate to prevent pollution o£ surface water and/or groundwater. The plant nutrients in the aniaal waste should be use to reduce the amount of commercial fertilizer required £or the crops in the .£ields 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 o£ the crop to be grown. Several £actors are iaportant in i~plementing 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. Alw~ys apply waste based on the needs o£ the crop to be grown and ,the nutrient content o£ the waste. Do not apply more ni.trogen than the crop can utilize. 2. Soil types are important as they have .'di:f£erent in:filtration rates. leaching potentials. cation exchange capacities, and available water holding capacities. 3. Normally waste shall not be .applied to land eroding at·more than 5 tons per· acre' per year. Waste ~ay 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 o:f these conditions may in r·uno:f£ to tbe surface waters which is not allowed under owe regulations. 5. Wind c6ndltions should also be considered to avoild dr~:ft and dawnwin·d odor problE!!as. 6. To ~a~imize the value ·a£ the nutrients for crop production and to reduce the potenti~l .. £or pollution, the waste should be applied to a growing ·crop or applied not more than 30 days prior .. to planting a c .rop or £orages breaking doraancy. ~njecting the waste 6r disking will conserve nutri~~ts and . reduce 'odctr pr·oblems. This plan is based on the waste application method .. shown abov·e .• I£ you choose to change Jllethoda in the future, you need .to revise · this plan. Nutrient levels for di££erent application methods are not the saJae. The esti•ated acres needed to apply the animal waste is ·based on typical nutrient content :for this type o£ £acility. Acreage requirements should be based on the waste analysis report £rom your waste manageMent £ac~~ity. In some cases you may want to have .. .... ~ . . ' . ....... . ... ' .· .. , .. . Tyndall S. Son Page 2 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 the crop type. Lime must b~ applied to maintain pH in the optimum range for specific crop production. This waste utilization plan. if carried out, meets the requirements £or compliance with 15A NCAC 2H .0217 adopted by the Env ironm·ental Management Commission. YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING: Tract Field Soil Type Cr·op Code Yield Lbs. N /Acre /Unit Acres Lbs. N Month to Used Apply No. No. ===== 10816 10817 10816 10817 10818 10818 10818 10818 10818 10818 10818 10818 ALL ----------====== 1 WaB 2 WaB 3 WaB 4 WaB 5 BoB G MaC 7 MaC 8A&B MaC 9 MaC 10 MaC 11 MaC 12 MaC 1 -12 MaC,WaB ---------- c c c c c c c c c c c c K ===== N/A 5.5 5.5 C' c J • ..J 5.5 4.5 6.0 6.0 6.0 6.0 6.0 6.0 6.0 ----------- 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 Total ---------- 5.14 4.48 4.48 3.40 3.38 3.56 1.96 2.28 4.12 2.11 4.22 2.20 "Jt41.33 ===== ------------ 1414 MAR-OCT 1232 MAR-OCT 1232 MAR -OCT 935 MAR -OCT 761 MAR-OCT 1068 MAR-OCT 588 MAR -OCT 684 MAR-OCT 1236 MAR -OCT 633 MAR-OCT 1266 MAR-OCT 660 MAR-OCT 2067 SEP-MAY 41.33 13775 Available Nitrogen <includes commercial) 13524 Surplus Or Deficit -251 Crop codes: Crop-unit :::================== A=Barley-bu . B =Bermudagrass<graze>-tons C=Ber~udagrass<hay)-tons D=Corn<grain>-bu. E=Corn<silage>-tons F =Cotton-lbs. lint G=Fescue<graze>-tons H=Fescue<hay)-tons I =Oats -bu. J ==Rye-bu. K=Small grain<graze)-acre L =Small grain<hay>-acre M=Sorghum<grain)-cwt. W=Wheat-bu. Y=Fescue(pasture>-tons Z==SBDC Soybeans DC -bu. Applying the above amount o£ waste is a big job. You should plan ti~e a n d h a ve appropriate equipment to apply the waste in a timely rAanne r . TyndaLL & :;)on .. The applicator is cautioned that P and K may be over applied while meeting the N requir·ements. In the :future, regulations may require :farmers in some parts o£ North Caroline to have a nutrient 111enagement plan that addresses all nutrients. This plan only addresses nitrogen. In interplanted :fields (i.e. small grain, etc, interseeded in bermudagrass>, :forage must be removed through grazing, hay and/or silage. Where grazing, plants should be grazed when they reach a height o:f six to nine inches. Cattle should be removed when plants ar·e grazed to a height o£ £our inches. In fields wher·e saall grain etc, is to be r ·eaoved :for hay or silage, care should be exercised not to to let small grain to reach 111aturity, especially late in the season (i.e. April or May>. Shading may result i£ small grain gets too high and this will de:finitely interfere with stand o:f bermudagrass. This loss o:f stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain :for hay or silage just be:fore heading as is the normal situation, you are encouraged to cut the small grain earlier. Vou .may want to consider harvesting hay or silage two to three times during the season, depending on time small grain is planted in the £all. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagr·ass should be gr·azed or mowed to a height o:f about two inches before drilling :for beet results. Caution must be exercised in grazing or haying summer annuals under stressed conditione. Nitrate poisoning may occur in livestock. Sampling £orage or hay :for nitrate levels is recqwuaended. Acres shown in the tables are considered to be the usable acres excluding required bu££ers , :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 field listed aay, and 'moat likely will be, more than the acres shown in the tables. See attached ~ap showing the :fields to be used £or the utilization o:f animal waste. SLUDGE APPLICATION: The waste utilization plan must contain provision £or periodic land application o£ sludge at agronomic rates. The sludge will be nutr i ent rich and will require precautionary measures to prevent over application o:f nutrients or other elements. Your production f a cility will produce approximately 2117 lbs. o£ plant available nitro gen per year in the sludge. If you re~ove sludge every 5 years, you will have approximately 10584 lbe. of PAN to utilize. assuming you apply this PAN to hybrid ber111udagraas hayland at the rate o£ 300 lba. of nitrogen per acre, you will need 35 acres o:f land. I£ you apply the s ludg e to c orn at the rate o:f 125 lbs. o:f nitrogen per acre, you will need 85 a cres o:f land. Please be aware that these are only estimates o:f the PAN and land needed. Actual requirements could vary by 25~ depe nding on your sludge waste analysi s, soil types , reali s ti c yi e lds, and a ppl i cation me t h o ds. .. ~ Tyndall & Son Page 4 APPLICAT-ION OF WASTE BV IRRIGATION The irrigation application rat~ should not e~ceed the intake rate o£ the soil at the time of irrigation such that runo££ or pending occurs. This rate is li~ited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not ex~eed the available water holding capacity o£ the soil at the time o£ irrigation nor should the plant available nitrogen applied exceed the nitrogen needs o£ the crop. I£ surface irrigation is the method o£ land application for this plan, it is the responsibility o£ the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in tables. Failure to apply the reco~mended rates and amounts o£ nitrogen shown in the table may make ·this plan invalid. The following table is provided as a guide for establishing application rates and amounts. Tract Field Soil Crop Applic Applic IRR-2 No. No. Type Rate Amount PAN <in/hr> <in<s>> LBS/AC ------------------------====== ====== ------------------ ------ ------------ 10816 1 WaB c 0.6 1.0 275 10817 2 WaB c 0.6 1.0 275 10816 3 WaB c 0.6 1.0 275 10817 4 WaB c 0.6 1.0 275 10818 5 BoB c 0.6 1.0 225 10818 6 MaC c 0.6 1.0 300 10818 7 MaC c 0.6 1.0 300 10818 8 MaC c 0.6 1.0 300 10818 .. 9 MaC c 0.6 1.0 300 10818 .10 MaC c 0.6 1.0 300 10818 li MaC c 0.6 1.0 300 10818 12 MaC c 0.6 1.0 300 ALL 1-12 MaC,WaB K 0.6 1.0 ~ s-o Thie is the aaximum application amount allowed £or the soil assu•ing the amount of nitrogen allowed £or the crop is not over applied. In many situations the application aaount shown cannot be applied because o£ the nitrogen li~itation. The ~axi~u~ application amount shown can be applied under opti~um soil conditions . 1';)/i,;: I I -:-.J. .f'-o'-j Tyndall & Son Page 5 Your £acility is designed £or 180 days o£ temporary storage and the temporary storage must be removed on the average o£ once every 6 months. In no instances should the volume o£ the waste be stored in your structure be within the 25 year 24 hour storm storage or one £oot o£ £reeboard except in the event o£ the 25 year 24 hour ator·m. It is ~he responsibility o£ the producer and waste applicator to ensure that the spreader· equip111ent is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts o£ nitrogen shown in the ~ables ~ay make this plan invalid. Call your technical specialist a£ter you receive the waste analysis report £or assistance in determining the amount o£ waste per acre and the proper application rate prior to applying the waate. NARRATIVE OF OPERATION f1A_ R., lyN'Of'-'-PLANS 7P £,e;:az.e Cov-'S eAI 7HE otiE~SEEA?"D eyE ~E~o1NIAI6 11./ l:t:To&rlt AI\~ 1-XtHDtul~ (J.IE/fl! 8y IHJ4e_cu 3 I .. ~ Page 6 WASTE UTILIZATION PLAN AGREEMENT Name o£ Farm: Tyndall & Son Owner/Manager Agreement I <we> underetand and will £allow and implement the speci£ications and the operation and maintenance procedures established ~n the approved animal waste utilization plan £or the £ara named above. I <we> know that any expansion to the existing design capacity o£ the waste treatment and storage system or construction o£ new facilities will require a new certification to be submitted to the North Carolina Division o£ Water Quality <NCDWC> be£ore the new animals are stocked. I <we) also understand that there must be no discharge o£ animal waste £rom this system to the surface waters o£ the state £roa a atorm eve nt less severe than the 25-yearr 24- hour storm. The approved plan will be filed on -site at the £arm o££ice and at the o££ice o£ the local Soil and Water Conservation District and will be available £or review by NCDWC upon request. Name o£ Facility Owner: (Please print) Billy Tyndall Signature: ~J..Q ff.cl!!f J;t:)..c//IJL Name o£ Manager(!£ different £rom owner>: Signa lure: --~fk,_'?Qra,..·...,.""'L........._~4~L,....,..JJa..._=-------'Date: z;,1~ 11-tJ?, Na~e o£ Person Preparing Plan: <Please print:> A££iliation: Prestage Farms, Inc. Address: P 0 Box 438 Clinton NC 28329 Signature: J.J.b.~ [:._ G. Glenn Cli£ton Phone: 910-592-4776 Ext. 2 49 Date: ___ 2~~-~-'~l_o_~ ____ __ ~ . ·- Wettable Acres Determination Certification Name of Facility: flfll D•'-'-; S. J Owner(s) Name: BILLy Ty.JOA&..L Mailing Address:· (tl-31 lJ S 42. \ N FaeilicyNumber.· g-r-;; '-'S Phone No~O -59§,.-0 331- e(.aJ~J'To., H(. 2.8 ')1.8 By signing this form. the facility owner and Technical Specialist acknowledge the completion of the Wettable Acres Detennination. All necessary Wettable Acre Determination Field Data Sheets and calculations were complered to conduct a Wettable Acre Determination. The facility's Waste Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets, calculations, and other Wettable Acres Detennination documents, along with the applicable Waste Utilization Plan and Wettable Acre Determination Certification will be flied with the local Soil and Water Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. If any modifications to rhe existing irrigation system or any new irrigation equipment was required to adequately address the waste management needs of this facility, an Irrigation Specialist or. Professional Engineer has certified the design and installation below. Technical Specialist Name: '· GL£~1J Ct..t ~-~~~ Technical Specialist Signature: ¢\. ~ % r:-._ Date: · ..£-/1-0& Date: _____ _ If as.mted by au Irrigation Spedalist or Professional Engineer please read and sign below: Animal waste application equipment has been designed or modified to apply waste as necessary to aCcommodate the waste management plan and according to NRCS Standards. Animal waste application equipment has been installed according to NRCS Standards and is ready for use . .. / hrigation Specialist/PE Name: ___________________ ,....-__ _ ~gatiQ~:~~;~:~~~ ~~~:--'----~------....,.--,.---~0:-__,.,---__.,... . -·-. ·--::r --•J:- 0 • • .J,,o •• ,.. -· •• .:_-_ -. * .. .. ~ ···-. -.. Submit this rorm tel: ·A~:·.-sdnya·-4~, · N.P~~~~i!f.o~liaqc~Up~t '' Pl~.1on o~aterQu&W~::!:r · i6.17.Mail Service Conter. · ~~i8b~· N-c 'i7699~t6 ~~ . '; ~. . . . ' ~-·-.t · ... : e ~ .. -..... -..•..... i I 1.-.(@.·-···-·--· .............. . .,. ····~· .................. . \. . . . . ... . ._• .:: - Hard Hose Traveling Gun System FIELD DATA SHEET* 1. Make and model number AMAAIOA$ ~U!FS fle:ex./?!IIH Alt>'M:!PT 2. Hose length 9'85 [feet) and hose inside diameter (ID) .:3 ·[inch) 3. Gun make a.~d model number ____________________ _ 4. Gun nozzle size /.18 [mch], -----'ring orifice, _____ taper bore orifice. 5 . Gun arc angle lib [degrees] ·· 6. 7. .8. **9. **10. •*11. •*12. "'*13. **14. "'*15. "'*16. I•S' Travel lane spacing t9P' [feet]. Indicate whether X uniform, random. Number of exterior hydrants q . Number of interior hydrants ----'3 __ I Gun wetted di2.Illeter .2SD [feet]. __l!;_ measured, based on gun chart. Gun pressure bO [psi]. observed at working gauge, x determined from gun charts. calculated (show calculations) Operating pressure at hose reel psi]. observed at working gauge, --'-_provided by owner. · Supply line size [mch] (from pump to last hydrant). Supply line l~,gth feet (maximum pumping distance). Supply line type PVC. aluminum. Pump make md model number Pump capa.ci!J. [gpm]. Engmernmkeandmodelnwmher __________________________ ~ or Electric motor horsepower and rpm ___ _.[hp] ____ · ..L[.rpm] Note: It is strongly recommended that operating pressure at the reel and gun wetted diameter be iield determined. Locate each hyd.-ant on 2. copy of the map. Indicate the ~"1 and stop of the sprinkler cart for each travel lane and show distance traveled. Show the location of the supply line .· Irrigated acres will be determined by travel lane Optional da!z, furnish where possible. ••• Information furnished by and/or Signa~ of Own:; or Facility lL-pres=ntative PriDt=d name ofTe:-bni::al Spe=ialist Date ~------------------------Date 2-JJt/ o~ , ••• I .. --- . . ........ . ·- land owner: Irrigation System Designation: Wetted Diameter: Spacing: Hydrant Layout: Pull Lane Number s~··H 1 190 2 190 3 190 4 190 5 Single 6 Single 7 s~ 8A 165 88 165 9 165 10 165 11 165 12 165 Hard Hose Traveling Gun System Billy Tyndall (Tyndall & Son) Facility Number: 82-615 X 250 190 X Pull Length 915 915 915 570 565 600 290 340 405 760 1000 1000 310 Existing Irrigation System feet 250 76% feet 165 feet feet ____ New/Expanding Irrigation System 66% Multiple Hydrants ____ Single Hydrant location Start Stop Total Extllnt Middle End End Acres Ext 4.62 0.52 5.14 lnt 4.00 0.48 4.48 lnt 4.00 0.48 4.48 lnt 2.88 0.52 3.40 Single 2.92 0.46 3.38 Single 3.10 0.46 3.56 Single 1.50 0.46 1.96 lnt 1.29 0.22 1.51 Ext 0.77 0.77 Ext 3.62 0.50 4.12 Ext 1.89 0.22 2.11 lnt 3.79 0.43 4.22 Ext 1.48 0.50 0.22 220 Total 41.33 Computed By: G. Glenn Clifton Jl~ .. ~w. -,• I • ,.,;i .... ., • IRRIGATION SYSTEM PARAMETERS land Owner: Address: Billy Tyndall (Tyndall & Son) Date: 2/6/02 ~~~1~U~S4~2~1~N~~~~------------- Telephone: Clinton NC 28328 Facility No. 82-615 ~9~1~~59~~~3~34~~----------------- County: Sampson TABLE 1 -Field Specifications Maximum Maximum Maximum Application Field No. Usable Application per Irrigation and/or Size of Slope Rate Cycle Pull No. Field SoU Type (%} Crop(s) (inlhr} (inches) 1 5.14 WaS ~ CB-Hay, overseed 0.6 1.0 2 4.48 WaB ~ CB-Hay, overseed 0.6 1.0 3 4.48 WaB ~ CB-Hay, overseed 0.6 1.0 4 3 .40 WaS 0-6 CB-Hay, overseed 0.6 1.0 5 3.38 BoB ~ CB-Hay, overseed 0.6 1.0 6 3.56 WaB ~ CB-Hay, overseed 0.6 1.0 7 1.96 MaC 0-6 CB-Hay, overseed 0.6 1.0 8A 1.51 MaC 0-6 CB-Hay, overseed 0.6 0 .6 88 0.77 MaC 0-6 CB-Hay, overseed 0.6 0.6 9 4.12 MaC 0-6 CB-Hay, overseed 0.6 1.0 10 2.11 MaC 0-6 CB-_~. overseed 0 .6 1.0 11 4.22 MaC ~ CIHiaY. overseed 0 .6 1.0 12 220 MaC ~ CB-Hay, overseed 0.6 1.0 41.33 Computed By: G. Glenn Clifton 1/'-. "\.:y. , ., State of North Carolina Department of Environment and Natural Resources Division of Water Quality Animal Feeding Operations Permit Application Form (l'HIS FORM MAY BE PHOTOCO L) Innovative Animal Waste Permit 1. GENERAL INFORMATION: 1.1 Facility name: Tyndall Hog & Chicken Farm, Inc. DEMI-FA'1ETTEW.LE f(1llONAJ.. omCE .__.;.;._------.,~cEIVED I OENR I DWQ AOUIFF.RPRnTFr.TION SECTION 1.2 Print Land Owner's name: William and Becky Tyndall 1.3 Mailing address : 333 Cedar Lake Lane City, State: Clinton, NC Telephone number (include area code): ( 910 )990 -4504 1.4 Physical address: Renfrow Road City, State: Clinton. NC Telephone nmnber (include area code): ( 9 I 0 ) 564 -4870 1.5 County where facility is located: Sampson MAY 15 Z009 Zip: 28328 ~. " .. · .. -... -· ..... ~-.. , .... ~ Zip: 28328 1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): Travel south on US421 N from Hickory Grove Road to Church Road Turn left on Church Rd. and travel approx. 2 miles. Turn right on Keener Road. Bear left on Bass Town Road. Tum right on Renfrow Road and continue straight into fium. I . 7 Farm Manager's name (if different from Land Owner): Jason Lee Tyndall 1.8 Lessee's I Integrator's name (if applicable; circle which type is listed): Prestage Fanns 1.9 Facility's original start-up date: 1992 Date(s) of facility expansion(s) (if applicable): N/A 2. OPERATION INFORMATION: 2.1 Facility number: 82-t>lS 2.2 Operation Description: Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste management structures were designed. Tvoe of Swine 0 Wean to Feeder r8l Feeder to finish 0 Farrow to Wean (# sow) No. of Animals Type of Poultry No. of Animals 0 Layer 5880 0 Non-Layer 0Turkey 0 Farrow to Feeder (# sow) __ 0 Turkey Poults 0 Farrow to Finish (# sow) __ 0 Wean to Finish (#sow) 0 Gilts 0 Boar/Stud Type of Cattle No. of Animals 0 Beef Brood Cow 0 Beef Feeder 0 Beef Stocker Calf 0 Dairy Calf 0 Dairy Heifer 0DryCow 0Milk:Cow D Other Type of L ivestock on the fimn: __ No. of Animals: FORM: AWO.IAWMS 10127/06 Page 1 ofS '~ \ 2.3 Acreage cleared and available for appJicatjon (excluding aU required buffers and areas not covered by the application system): 41.33 Required Acreage (as listed in tbe CA WMP): 41.33 2.4 Number of lagoons: I Total~ (cubic feet): 1,167,312 Required Capacity (cubic feet): __ Nmnber of Storage Ponds: __ Total Capacity (cubic feet): __ Required Capacity (cubic feet): __ 2 .5 Are subsurfate drains pn:sent within 100' of any ofdac appliadioo fields? YES or tfi9> (circle one) 2.6 Are subsurface draios present in the vicinity or under1he waste nmnaganellt sys«m? YES or~ (circle one) 2.7 Does this facility meet aU apptable sitiDg requircmculs? @ or NO. (cin:le one) 3. REQUIRED ITEMS CHECKLIST: Please indicate tbat you bave 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 two copies of the appUcation for bmovative Animal Waste Management System Application Form 3.2 Three copies of 8 general location map indicating the location of the animal waste facilities and field locations wbete anima) waste is land applied and a county roed map with the location of the facility indicated; 3.3 Three copies of the c:utire Certified Aoimal W-.e Management Plan {CA WMP). If the filcility does not bave 8 CA WMP, it must be completed prior to submittal of a permit applic::atioo for animal waste operatious. 3.4 Three copies of a detailed D8JJ'IItive of tbe lnoovative Animal Waste Mamtgc:meot System 3.5 Thft,e copies or an eoginCeriog documems. including. but not limimd to, adcuJatioos. equipment specifications. plan and profile drawings to scale. consb'uc:tioo materials. supporting equations or justifications Almlic:ants Initials /war /W[lr' ~ wt1f v wA:( The CA WMP mast inc: tude the following components. Some of these componmb may not have bun required at ~time the facility war cet1ifte(J but should be added to the CAWMP for permitting J1f111J0$es: 3.3.1 The Watc Utilizatioo Plan {WUP) most include the 81110U11t ofPimt Available Nitrogen {PAN) produced and utilized by tbe 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 Expc;datioo {RYE) fur CM:1Y aop shown in tbe WUP 3.3.7 1be PAN applied to every land appliadion field 3 .3 .8 The waste lq)plication wiDdows for every crop utilized in the WUP . 3 .3 .9 The required NRCS Standard specifications 3.3.10 A site schematic 3.3 .11 Emergency Ac:tion Plan 3.3.12 Insect Control Cbecldist with daoseo best management practices noted 3 .3. J3 Odor Control Cbecklist with cbosen best managbnem practices noted 3.3.14 Mortality Control Checklist with the selected method noted 3 .3 .15 Lagoon/storage pond capacity documemation ( desigo. calculations, etc.); please be sure to include any site evaluations, wetland determioations, or hazard classifications that may be applicable to your facility 3 .3 .16 Operation and Maintenance Plan FORM: AWO-IA WMS 5/12106 Page2 of5 ·') . . .. s. RECEIVED I DENR f DWQ AOUIFI=R'PRI)TFr.Tf()N ~F.CTION MAY 15 Z009 If your CA WMP includes any compoueuts not shown on this list, please include the additional components with your submittal (Couaposting, w&* ~etc.) A TION: (c:ompldc oa1y if diffcft:at tnm die 1.-d Owocr> 1HE COMPLETED APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS? SHOULD BE SENT TO TilE FOLWWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY AQUHERPRO~ONS~ON ANIMAL FEEDING OPERA DONS UNIT 1636 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-1636 TELEPHONE NUMBER: (919) 733--3221 FAX NUMBER: (919) 715-6048 FORM: AWO-IA WMS Slt2106 Page3of5 ')pr ?.8 09 08 :08a Dr C Ra~ Campbell 6. SURFACE WATER CLASSIFICATION: 919 851 5751 RECEIVED 1 DENR I D AOUI~J::R ·PRm~r.rtrw .~F.~~ON MAY 15 2009. .. ,.-.:;~ p.2 This form must be completed by the appropriate DWQ regional office and included as a part of the project submittal information. INSTRUCTIONS TO NC PROFESSIONALS: The classification of the downslope sUI"fuce waters (the surface waters mat any overflow from tile facility would flow toward) in which this animal waste management system will be operated must be determined by the appropriate DWQ regional office. Therefore. you are required, prior to submittal of lhe application package, to submit this form, with items 1 through 6 completed, to the appropriate Division of Water Qua1ity Regional Aquifer Protection Supervisor (see page 6 of 1 0). At a minimum, you must include an 8.5" by 11• copy of the portion of a 7.5 minute USGS Topographic Map which shows the location of this animal waste application system and tht: do"nslope surface water.; in which they will be located. Identify the closest downslope surface waters on the attached map copy. Once tbe regional office bas completed the classificatioo, reincorporate this completed page and the topognpbic map ioto the complete application form aod submit the application package. 6 .1 Farm Name: Tyndall Hog & Chicken Fann, Inc. 6.2 Name & complete address of engineering f1nt1: __ Telephone number. ( __ ) __ -__ ./"") \ ,...._ ~ 6.3 Name of closest downslope surface waters :___&,-~~ 6 .4 Counry(ies) where the animal waste management system and surface waters arc located Sampson 6.5 Map name and date: __ 6 .6 NC Professional's Seal (If appropriate), Signature, and Date: TO: REGIONAL AQUIFER PROTECTION SUPERVISOR Please provide me with the classification of the watershed where this animal waste management facility will be or has been constructed or field located, as ide~~~0 Name of surface waters~-~~:£11F'\C. --------- Classification (as established by the Env ironmental Management Commission}:__,C"'-· ... --=-"S ..... ..,,.s ________ _ ~oposed classi~cation. if applica:qble: t ~ rt-/ Signature of regtonal office perso ~ ~~-\tt_ Date: ~ 4J e. (All attachments must be signed) FORM: AWO-IAWMS 5/12/06 Page 4 of5 DMSION OF WATER QUALITY REGIONAL OFFICES (18186) Asheville Regional APS Supervisor 2090 U.S. Highway 70 Swannanoa. NC 28778 (828) 296-4500 Fax (828) 299-7043 Avery Buncombe Burke Caldwell Olerokce Clay Graham Haywood Henderson Jaason Macon Madison McDowell MitcbeU Polk Rutherford Swain Transylvania Yancey Fayetteville Regional APS Supervisor 22S Green Street. Suite 714 Faye.uevillc. NC 28301-5094 (910) 43J.3300 Fax (910) 486-0707 Anson Bladen Cumberland Harnett Hoke Montgomery Moore Richmond Robeson Sampson Sootbmd Winston-Salem Regional APS Supervisor 585 Waugbtown Street Winston-Salem, NC 27107 (336) 77 I -5000 Fax (336) 771-4631 Alamance Alleghany Ashe CasweU Davidson Davie FOB)'th Guilford Rockingham Randolph Stokes Surry Watauga Wilkes Yadkin FORM: AWO-IA WMS 5/12/86 Wasbingroo Regional APS Supervisor 943 Washington Square Mall · WasbiDgton, NC 27889 (252) 946-6481 fax (252) 975-3716 Beaufort Bertie Camden Oaowan C111VCD CUrrituck Dare Gates Greene Hertford Hyde Iones Lenoir Martin Pamlioo Pasquotank Perquimans Pitt Tyrell Washington Wayne Mooresville Regional APS Supervisor 610 East Center Avenue Mooresville, NC 28115 (704) 663-1699 Fax (704) 663--6040 Alexander Cabarrus Catawba Cleveland Gaston Iredell Lincoln Mecklenburg Rowan Stanly Union Raleigh .RcgionaJ APS Supervisor 1628 Mail Service Center Raleigh, NC 27699-1628 (919) 791-4200 Fax (919) 571-4718 Chatham Nash Durham Northamptoo Edgecombe Orange Franklin Person Granville Vance Halifax Wake Johnston Warren Lee Wilson Wilmington Region APS Supervisor 127 Cardinal Drive Extension Wilmington, NC 28405-3845 (910) 796-7215 Fax {910) JS0-2004 Bnmswic:k New Hanover Carteret Onslow Cohonbus Pender Duplin Page 5 of5 Narrative of Innovative Swine Waste Treat r:e:':n:;:"jtr1ft;:t;Eii:i'Ei\l TyndaU Hog & Chicken Farm, In The Super Soil innovative waste treatment technology will be instal'f'H:m! Chicken Farm, Inc. Major components of the system were tested in ~~,iri;~~mr-Fi'Piiir-­ Foods Project and follow-up Second Generation Project and include solids removal, nitrogen removal, and phosphorus removal. Solids will be removed to a regional composting facility at 484 Hickory Grove Road, Clinton, NC 28328. Super Soil Systems USA, Inc. will take responsibility for the solids and their proper disposal. The existing lagoon will serve as a reservoir for treated water storage and will be cleaned up over time. Treated water will be used to refill the waste collection pits. Water in excess of this requirement will be applied as irrigation water containing low amounts of nutrients not to exceed crop requirement. Nitrogen and phosphorus loadings for the farm are expected to be reduced by more than 90 %. Copper and zinc loadings for the farm are expected to be reduced by more than 95%. Waste Removal System The existing waste removal system will be modified to collect wastewater directly from the collection pits and divert it to the EST treatment system. A lift station will be installed to lift the wastewater from the collection pit to the homogenization tank. All treatment components will have emergency overflows to the existing lagoon. Solids Removal Technology The solids removal system will be installed along with other components of the treatment system in front of the production complex . Solids removal will consist of a Homogenization Tank, a Solids Removal Bldg. and equipment, and a Separated Water Storage Tank. The solids removal system will operate approximately 20 hours daily. Separated water will be stored for soluble nitrogen, and subsequently, soluble phosphorus removal . Both the homogenization and separated water storage tanks will have overflows to the existing lagoon. Nitrogen Removal Technology The nitrogen removal system will be installed along with other components of the treatment system in front of the production complex. Nitrogen removal will consist of a de- nitrification tank with mixer, a nitrification tank with an aeration system, a recycling pump for controlling residence time in the nitrogen removal system, and a settling tank for collection, recirculation, and removal of excess sludge to the homogenization tank. Pbospboms Removal Technology The phosphorus removal system will be installed along with other components of the treatment system in front of the production complex. Phosphorus Removal will consist of an injecting/mixing tank for lime, and a settling tank for collecting and removing the phosphorus sludge. The P-sludge will be dewatered for direct removal or returned to the homogenization tank where it will be removed with the solids and transferred to the solids processing facility for conversion to value-added products. 1 I I ~ Clean· Water Storage A clean-water storage tank will be used to temporarily store water for cleaning production houses and refilling waste collection pits. Excess water will be treated to remove phosphorus and sterilized before it drains to the existing lagoon for storage and subsequent crop irrigation. Treatment Sequence Waste collection pits for each of the 8 production barns will be emptied weekly. Waste water from the barns will be pumped to the homogenization tank where it will be stored and mixed thoroughly. The homogenization tank will be designed to hold wastewater expected from 4-6 barns. The solids removal unit will be designed to run unattended for 20 hrs per day. After completing this cycle, the unit will be cleaned and serviced by a technician as required to ensure good i>erformance. Processed wastewater will be placed in the separated water holding tank where it is pumped at a continuous rate to the de-nitrification tank. Nitrate nitrogen in the wastewater will be quickly converted to N2 gas and released to the atmosphere. The water then flows by gravity to the oxygen rich nitrification tank where ammonium in the water is converted by aerobic bacteria to nitrate-nitrogen. The wastewater is cycled several times between the de-nitrification and nitrification tanks until remaining nitrogen is at the desired level. At that point, the water flows by gravity to the settling tank where sludge settles to the bottom of the cone-bottom tank. A portion of the sludge is returned to the de-nitrification tank as an energy source for continued conversion of nitrate to N2 gas by anaerobic bacteria. Excess sludge is pumped to the homogenization tank and removed from the farm with the solids. After nitrogen removal, the e:ftluent travels by gravity to the clean-water holding tank where it is stored until needed to refill wastewater collection pits. Excess water is processed through the P-removal unit to remove phosphorus and sterilize the water before release to the lagoon. Water is pumped from the clean-water storage tank at a set rate while calcium hydroxide is metered at just the right volume to cause an increase in pH to 9.5 . After mixing, soluble phosphorus precipitates to the bottom of the cone-bottom tank as calcium phosphate sludge. The P sludge collected in the P-settling tank is dewatered or pumped to the homogenization tank where it is removed with solids from the farm. Controls for the treatment system include manual settings for pump flow rates and direction. Floats with redundant backups will be used to activate pumps where needed. After the system is calibrated and settings are identified to achieve desired results, changes will only be made in response to conditions in the treatment system. 2 . . Nutrient Removal Estimates On-Farm Treatment System Approximately 50% of the nitrogen, 75% of the phosphate, and 98% of the copper and zinc generated in animal production are removed from the farm with the solids. An additional42% of the nitrogen and 19% ofthe phosphate are removed during further treatment of the remaining eftluent. In summary, the removal efficiencies below are achieved with the treatment system. Parameter Total Suspended Solids Volatile Suspended Solids COD BOD TKN Ammonia-N Total Nitrogen Total Phosphorus Copper Zinc Odor Pathogens Removal Efficiency 97.7% 92 .1 97.0 99.6 96.1 97.3 91.9 94.0 99.3 99 .2 99 .9 99.9 3 .('. \ ........ l Design Documentation RECEIVEO /DENR /DWO Super Soil EnvironmentaUy Superior TechnoiOJWFFR 'PR<m=r.TJnN sF.CTION Tyndall Hog & ft ~ nc MAY 15 2009 Pit Drain JUL 0 2 B8 CON·~r .. ,'~.~~~·,ITJAL • 6,000 -15,000 gallons per bouselw __ • 48,000-120,000 gallons total/week IBR-FAmTB1UEIC-GDW.OfflCE • 2-5 hrs/week or 0 .4-1.0 hrs /day required to lift water to Homogenization Tank • Homogenization Tank will bold a minimum of67,000 gallons or wastewater from a minimum of 4.5 houses. Solids Removal • Can operate from 10-45 gallons per minute (generally operate at 20-30 gallons per minute) • Average Operation-1,200 gallons per hour or 24,000 per day (20hrs/day) • Total waste to process is approx 48,000-120,000 gallons/week • Approx 5 days of processing time required weekly including cleaning. • Separated effluent is lifted to Separated Water Storage Tank (67,000 gallons) for further processing. • Solids are transferred to Central Processing Facility (approximately 137 cu ftlday 5 days per week or 3.15 tons/week (Wet). Solids are approximately 25-30% dry matter. Nitrogen Removal • The nitrogen removal unit is fed at an average of 10 gallons per minute; initially to the De-nitrification Tank (67,000 gallons). • Water flows by gravity to the Nitrification Tank (67,000 gallons). • There is a 35-40 gallon per minute re-circulation from the Nitrification Tank to the De-Nitrification Tank. • Water flows by gravity to the Clarifying Tank. • Sludge collected in the Clarifying Tank is returned to the De-nitrification Tank at approximately 5 gallons per minute. • Excess sludge is returned to the Homogenization Tank as needed. • From the Clarifying Tank, the water flows by gravity to the Clean Water Storage Tank (30,000 gallons). Pit Recharge • Pits are refilled with water stored in the Clean Water Storage Tank. A full tank is maintained except when aiJ houses are filled in a short period of time. P-Removal • Excess water flows by gravity to the P-Removal mixing tank and then to the P- Clarifying Tank. • Calcium Phosphate is precipitated to the bottom while excess clean water flows by gravity to the lagoon (approximately 40,000 gallons per week. • Calcium phosphate sludge is removed and dewatered or pumped to the Homogenization Tank as needed where it is removed with the solids. . ' EST Requirements The Super Soil treatment system meets or exceeds all EST requirements of the Smithfield Agreement and the new rules effective January 1, 2009. 1. Eliminate the discharge of animal waste to surface waters and groundwater through dirut elimination of seepage. A. Lagoon structure built to NRCS specifications is grandfathered under pre 2009 rules. B. Solids storage structures meet applicable engineering practices and NRCS standards. C. The existing Waste Utilization Plan under the current permit meets NRCS standards and will be maintained so that the farm can revert back to the current system if the EST Technology fails. N, P, Cu, and Zn application requirements will be reduced by 90%,94%,98%, and 98%, respectively under the new EST technology. As a result, the nitrogen application requirement will be reduced to less than 1,500 lbs per year. This nitrogen will be applied at very low concentrations in crop irrigation water. D. All storage vessels and/or pump stations will have emergency overflows to the existing lagoon. Pump stations will be equipped with automatic float devices to activate pumps on demand. E. Wastewater will be treated after no more than four days of storage. 2. Substantially eliminate atmospheric emission of ammonia. A. Ammonia N is reduced by 97%. After one year, emissions from the existing lagoon are reduced by 90%. Ammonia emissions from production house exhaust fans are reduced by approximately 75% (from an average of 12 (before) to 2.5 ppm (after) in Second Generation Project). B. Since less than 1,500 lbs ofN will be applied to land through irrigation water, emissions will be less than 750 lb N (341 kg N) equivalent per year based on a 50% N loss during irrigation. This is equivalent to less than 0.008 kg NH3-N/wk/1 000 lb sslw. C. Based on 151 & 2nd Generation evaluations, farm ammonia emissions are less than 0.9 kg Nl-1)-N/wk/1 000 kg of sslw. 3. Substantially eliminate the emission of odor. A. The Super Soil technology has been demonstrated in first and second generation evaluations to substantially reduce odor detected at or beyond the property line of the parcel or tract of land on which the swine farm is located from 10 to 2 on a scale of 1-10 (10 =pre-implementation of treatment system). 4. Substantially eliminate the release of disease-transmitting vectors and airborne pathogens. A. The vector attraction reduction requirements were met in First Generation Evaluations. B. Class A bio-solids are produced from solids removed from the farm . C. The treated water is sterile when it leaves the treatment system. 5. Substantially eliminate nutrient and heavy metal contamination of soil and groundwater. A. Current NRCS requirements for a comprehensive Nutrient Management Plan are met. Nutrient removal rates using the Super Soil EST technology have been demonstrated in First and Second Generation Evaluations to be as follows : Nitrogen = 90% Removal Phosphorus = 94% Removal 2 Copper = 98% Removal Zinc = 98% Removal B. No untreated waste will be land-applied on the farm. Solids will be removed to a central facility where they will be composted and further processed to manufacture value-added products. A small amount of nitrogen will be applied in irrigation water used for crop production. 3 RECEIVED Water Volume Requirements DH _ft _fl _~ Super Soil Systems USA, Inc.-Swine Waste Treabnent Sy! tem ~~t u' IM1tl Tyndall Hog & Chicken Farm, Inc. ~-fAVETm1U£JC-GIONAL <JRI E Second Generation Project Results (5, 145 hd) Calculated Requirements for 5,880 hd Waste-Water R8CY.Cied Effluent 180 Day Equlv. Waste-Water Recycled! Effluent 180 Day Equlv. gal/day gal gal/day gal 7,356 2,002 5,466 983,880 8,407 2,288 6,247 1,124,460 Note: Volume is based on average data from verification study reported in Table 2 of Final Report of principal investigators. CEt\lfO 2 2118 RECEt\/EO 1111 " " 'tMil PAN Calculations Before and After Expansion ,....,._Vii._..., Super Soil Systems USA, Inc. -Swine Waste Treatmen~ ~JC.WW.Il --· Tyndall Hog & Chicken Fann, Inc. -----· -~- --------- -----Second Generation Project Results (5, 145 hd) -- Pre-treatment Post-Treatment -J~tal._f![-=!KN NH4 N03 Org. N PAN Total N TKN NH4 N03 Org.N PAN1 lbslyr lbslyr -~~.36~-43,338 26,838 24 16,500 21,693 3 ,451 1,684 706 1,767 978 966 ---r----~~-:=.L ·--·-···-- ----·-·--.. · .!o~_!_~L. TKN NH4 Predicted Results for LCP Project (5,880 hd) N03 Org.N PAN TotaiN TKN NH4 I N03 ~.N : PAN1 lbslyr lbslyr r ! --,-I 49)57 I 49,529 30,672 27 18,857 24,792 3 ,944 1,925 807 2,019 1,11 8 : 1,104 l I ; 1 PAN is calculated using TKN and N03 data from results ofverification Study (Table 4) as reported by Vanotti and Szogi in Final Report using the fonnula PAN= 0.5TKN + 0.07N03 • The 0.5TKN is based on standards for predicting availability of organic and N~ nitrogen for first c rop (2009 NC Agricultural Chemicals Manual, page 72). The 93% reduction in N03 availability is based o n Verification Study results indicating a 93% reduction in N03 deposited in the lagoon due to de-nitrification. ~ Addendum to Waste Utilization Plan RECEI\IEO JUL02mJ TyndaU Hog and Chicken Farm, Inc. DmR-fA'tETltW.1fl(iDWOffiCf August 30, 2008 Under the LCP Program, the existing Lagoon & Spray-field Permit can be retained as a back-up in case of failure of the "Environmentally Superior Technology". The new environmentally superior technology permit only requires a fraction of the acreage requirement of the existing permit. Based on the Second Generation Verification for the EST technology, nitrogen, phosphorus, copper and zinc application requirements were reduced by 92 %, 94%, 990/o, and 99%, respectively. As a result, the required acreage in the modified plan based on nitrogen application will be a maximum of I, I 04 lbs PAN per year. This small amount ofN will be applied as irrigation water to crops grown on the spray-field acreage. In order to improve fann income, the farm may elect to grow more valuable crops on the acreage included in the existing Waste Utilization Plan. Under these conditions, the farm will still maintain records of nitrogen application through crop irrigation and commercial fertilizer application. The farm will remain ready to convert back to the existing Waste Utilization Plan in the event of failure of the innovative technology. Based on results of the second generation technology evaluation, the volume of effluent available for irrigation is expected to be 1,124,460 gals for a 180 day period. During months when evapo-transpiration is high (April-October), 2-6 inches of water is required just to meet average irrigation requirement for grasses (See Water Requirements ofNorth Carolina Turfgrasses, N C Cooperative Extension Service, NC State University, Raleigh, NC). In the wetter months of January-March and November-December, normal irrigation requirements are met with rainfall. Calculations of expected 180 day storage volume indicates that an average of 2-acre inches of water/month will need to be applied each six-month period. A 2 acre-inch requirement per month is well within acceptable ranges for moderate to well-drained Coastal Plain soils of North Carolina. The irrigation water containing small amounts of nitrogen will be applied on crop acreage based on crop requirement for both nitrogen and water. Maximwn utilization will be during months of high evapo-transpiration loss. \ .. '· Source Pann1tead. · Anlmal body surfaces .Floor surfaces Muuro col~ectlon pits Vendlatlon eXhaust fans Indoor aurfacu FJush tanks ··- ·.~l u~h alleys. . . . ~ :; Ph rccharac points. . . · ·' Lin s&adons Outsldo ·drain. collect ion or j\lnctlon lloxes . \. \. Swine Farm Waste Management Odor Control Checklist Cause • Sw nc production • Dlr1y manuro·covcrcd an~•ala • Wei manure-covered .noon • Urlno; • Pa~lal microbial decomposition • VolatUo gases; Dust • Dust • Ashallon of recycled laaoon · liquid whllo .lanb aro Oiling ~ : .. A_ahotlon durlnc was tewater conveyance • Aallatfon of rc,yclcd Jagoon Uqul~.whlloplls aro filling • Aahaaion du~lnusump lank filllna and drlwdown • Ag\latlon durlna wastewater conveyuco ·.DMPs to ·Minlmno Odor D ~&ClaliVO or WOOded buffers; Ia"' _Jcc:ommcn~cd besl manas~~nl practlccsj . · 8 Oood judamcnt. and common senso 0 Dryfloora . < a' _!!gued noon; . ~ Wat~ralocaced over •lpUod 'ooorsj 0 Feeders II hlah end of solid · Roora; ~crapo manu~ buildup rrom Roorsj 0 Underfloor vcntlla&lon Cor drylna iii' Frcqucnl manure ·removal by Rush, pi I rcchllrtc. or scrapa; 0 Undarnoor vontllallon · .if Fan analnlcnAnco• Ill'" Bfficlcnl air movement fi"' Wuhdown between aroups of animals: D _!;ed addlllvcs ; S'""""'Pccdct ~vera;. · Ja"'fecd dollvory downspout oxlcnd~slo (ceder co vera · fJ Flush lank eovers· • a-Bxtend lillllncslo n~ar bollom o(tanks wllh anll·alphon ven11 ' 9"""Undcr0oor ~ush with undcrftoor ventilation g-sxacnd recharao lfi1es to ncar.bouom of pits with anU·slphon vimls 0 SU&JIP tank covtri · CJ Box coven . . Sffe S cciOc: rractlcc:s i I~ '-:0 c: ·. r-':!! -~-Q.·.r:n 1"1.) -~ ~ -·-~ ti a ~ ~ .. -~--'-........,._• ~ -< .... c:n ..-....> c::> C::l ......... ...... • ~ .. -. \ ·. .. ( • ( ( Source Causo DMPa Co Mlalmlze Odor SUo SpcciOc ProeCicu · End of dnLlpJpes II • Ashaclon durL1s wastewater 0 Bxlcnd dlscharao point of plpos underneath 1-aoon conveyance laaooa llquld·lcvcl ...::::: Loaoon ·surf~ccs • Volatile au c~IS.IonJj B"' Proper t~aoon liquid capacity; • Dloloalcal mlxlna; norroct laaoon ··~~p pr~ccdurcs; • Agitation Ct""'Minlmum surfaeo n..(o-volumo radoj c7"'Mtnlm~m aal&atlol,\ wben.pumplna; · : 0 Mccbanlcalaora~ton: 0 P ven bloloalcal additives '· lnigallon sprinkler • H gh pressure aa tatlon: lrrfaato on day day• with Jhtlo or no wind; nou!cs • WlnddrJO er'Minwum recamm~cd opcrallna pressure;: GI""Pump hJllko ~oar laaoon liquid aurfaco; ·. 0 Pump l'rom aecond-l&a&o lagoon · Storaao tank or basin • Partial microbial decomposition; c Bouom or mldlavalloadlnai surfaeo . • Mlxlna whllo nlllna; c Tank co~cra; ·. • Acltatlon when cmp~Ylna 0 Duln surfaco mall of aoUds; c Provon bloloalot!laddltlvu or. oxidants ·scnlll\a bull\ aurfaco • Panlal microbial dCc~posltlon; c Bxtend drainpipe outlc&s underneath liquid • Mlxlns wbllo nlllns~ love I~ • Aal&adon whon empi)'Jna c Romovo settled solld1 ..Oaululy Manuro, sluny or sludao • Aahadon when spreadlnai 0 Solllnjcctlon or atu~/sludgcs; spreader out leu • Volatile au emissions 0 Wash.rcsldual manuro from sprca~er aRcr usc; c Proven bloloa~cal addiiJvu or oxidants Uncovered manure, • Volatile gas emissions while 0 Solllnjccllon or slurry/sludges . sluny or sludge on field dryfna 0 Soli Incorporation within 48 hn.i ·surfaces ·c Spread In l~ln uniform. layers for rapid drylna; 0 Provca blologlcai a4dltlves or oxidants ~ . . Dead animals • Carcau dccompoJirJon li!f' l1ropcr disposition O( CllrCIISIUJ Dead anJ~Iil disposal • Carcass dcc~posltlon 0 Complcto covcrl•iu of carcasses In burhal pllll! plls c Proper locallonl~nstructlon of disposal phs ·lnclnc·rators • Incomplete combustion · 0 Sccundary stack burncn · . . .. AMOC. November 11. 1996, Paso~ Source Standin& water around facJIIries Manuro 111c:kad onto public: roads &om rw:m access . Addldonallnfonnacion : Cause • lmpropor dtalnasc; • Microbial decomposldon of organic manor • Poorly malnlafncd accoas roads Swine Manure Managcmenl ; 0200 RulcJBMP Packet DMPa to Mlaladze. Odor Grado and landscape such &hat water drains away &om fac;Ultfes L . if PDnn access toad maintenance Swine Production Fann Potential Odor Sources and Remedies ; EBA£ Fact Sheet . Swlllo Production Foclllly Monuro Muoaomonc: Pit Jloc~qo • Laaoon Troatmont.; EBAB 128·88 Swine Produclion Facillly Manuro Managcmoat: Undornoor .flush ·Lagoon Treatment; BBAB l29·88 Laaoo(l Des ian and Management for UvOI&Oek Minuro Treatment aod Storaao ; . BBAB 103·83 Calibration of Manure and Wutcwacor Application Bqulpmonc i £DAB Paca Sheet Concrolllna Odor• ftom Swlno Bulldlnaa•· PIH·ll . Environmental Aasuranco Program : NPPC Manual Options for Manaslna Odor : a report from tho Swlno Odor Tuk Force · Nullanco Concerns In Animal Manuro Manaacmcnl: Odors and Plies i PROI07, 1995 Conference: Procccdlnss AMOC • November 11. 1996, Paae S ( Site S cctnc Practices Available From: NCSU, Counry Extension Ccnler NCSU·BAE NCSU • DAE NCSU • DAE NCSU ·DAE NCSU ·BAE NCSU • Swlno Extension ·• NC Pork Producers Auoc NCSU Agrl Communications l~lurh.lu Coopct1ltlvc Uxccn~icm ·-·.). ' '· Insect Control Checklist for Anianal Operations Stiiii'CC Cnusc • t\c~:umulatiun of solids La~uuni amll•its • Ctuslcll Sulill~ li:u:cuivc Vq~c:lnliv~: • IJccnyint; ''cgclnliun Uruwlh Feeders • • 'AMIC ·November II, 1996, l'llgc I er Flush system is desltnc:c.luud O(ICruted sufficiently to rcmuvc nccumulutcd sulill'l lhm' ~lc:rs as designed. Q""""Rcmovc bridging or n~c:umulntcd sulic.ls Dl '1dmr u Muinh~l!t .luguuns, scullng basins nud pit~ whr.ro pest bt·ccdlng Is Plll'Rrcnllo minimb.c the crusting of sulic.ls to n c.letJlh of no more thun 6 • 8 Inches over more thnn 30% of suafnco. Mulnlnlu vcgctnllvc cunlrululuns hunks ur lar,ouns nnd other hnt)uundments In prevent m:cumulnllun or decnylna vtr,olnllvc molter nloug wntcr's cdac on hntiOIIndmcmt's ll<!rhnctcr. Uesi;u, openatc nnd mulutnln feed systems (e .g., bunkers nmltruuahs) to minimize the ~umulutioll or decaying \YGSlngc. Q""" Ch:nu \Ill ~~~illnge on a roullnc bosis (e.g., 7 • 10 dny lntcl'\'ol during summer; lS-30 dny Interval durlnu wh1lcr). a llcducc moisture accumulruion within and nround hmuc:diatc llClimclcr of feed slomgc nrcns by ln~urlns cJrninngc nwny Jrom site and/or 11rovldiug ndcqunlc contnlnnumt (e.g .• covered bin fut· brewer's trnln and shullnr htuh ..)Mdfsture grulntlroducts). . fiJ" luspccl for and rcinovo or brenk up accumulntcd solids In filter slrips around feel.! slornuo ns needed . ( -·· SUe St•ctlnc t•rntllccs ; -. ~ ... . : - a Mortality Management Methods . (check which method(s) are being implemented) Burial three feet -beneath the surface of ~ ·ground within 24 hoUB after knowledge of the death. 1'he burial must be at least 300 feet from any flowing stream or public body of warer. · · Rendering at a renderiug plant licc:ased under G.S. 1~ 168.7 0 Complete incineration a In the case of dead poultry only. placing in a disposal pit of a size and design . approved by dJc Dcpaumeut of Agriculture . Q . Any method which in dJe pmfessicmal opinion of the State Veteriuria would make possible the salvage ~part of a dead animars Value without end.augaiDg bonum or aimal health. (WriUen approval of the S~ V ercrioariaD must be · attached) . . . -. . . December 1 8, 1996 .· . ' , ;~----' RECEiVED 1 DENR I OWO AOUIFJ=R "PROTFr.TinN ~F.CTIOK -· _.. SAMPSON COUNTY EMERGENCY ACTI~bk~~~~~~~_, DIVISION OF WATER QUALITY CDWQ> EMERGENCY .MANAGEMENT SERVICES <EMS) SOIL & WATER CONSERVATION DISTRICT CSWC IUl 0· 2 'JMft NATURAL RESOURCES CONSERVATION SERVICE < RCS1 . ~ COOPERATIVE EXTENSION SERVICE <CES> l:llm-FA~llf R:.{;X)Nru JffiCf 910-486-1541 910-592-8996 910-592-7963 910-592-7963 910-592-7161 ~~--~-----~ This plan will be implemented in the event that wastes froaa yo1.1r _operation are leaking, overflowing, or running off the 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 relea~e of wastes. Depending on the situation, this may or may not be possible. Suggested responses to problems are listed below: A. Lagoon overflow-possible solutions are: a. Add soil to berm to increase elevation of dam, any permanent alteration of the dam should be ·approved by a qualified technical specialist. b. Pump ·wastes to field at an acceptable rate. c. Stop all additional flow to the lagoon-hold waste in the house if possible. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field-action include: a. Immediately stop waste appl"ication. b. Create a temporary diversion or berm to contain the · waste. c. Incorporate waste t~ reduce further runoff. d. Evaluate and eliminate the reason<s> that caused 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 <flushing system> pump. b. Stop irrigation pump. · c. Close valves to eliminate further di~~harge. e. Repair all leaks prior ·to restarting pumps. D. Leakage from ¥lush sy~tem, houses, solids separators-actions include: a. Stop recycle (flushing system> pump. b. Stop irrigat i'bn . puiap. c. Make sure no siphon effect has been created. d. Stop all flows in the ho•Jse, fl1..1Sh systems, or solid separators. e. Repair all leaks pt'i or to t'estart ing pumps. / ' E. Lea~age from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-possible action: l a. Dig a small s•.tmp or ditch to catch all seepage,. put in a submersible pump, and pump back into 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 any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, s•.&ch as empl eye e injury, fish k i 11 s, 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 of the property>? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours, call your DWQ <Division of Water Quality> regional office, at 910-486-1541, after hours, emergency numbel~:919-733-3942. Your phone call should include: YOUR NAME, FACILITY, TELEPHONE NUMBER, THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER TAKEN, RND THE SERIOUSNESS OF THE SITUATION. b. I¥ spill leaves property or enters surface waters, call loeal CEMS> Emergency Management Services at 910-592-8996. c. Instruct EMS to contact local Health Department. d. Contact local Soil and Water Conservation District <SWCD>, Nat•.wal Reso1.trces Conservation Service CNRCS> office at 910-592-7963 and Cooperative Extension Service CCES> at 910-592-7161 for advice/technical assistance. 4~. If none of the above works call 911 or the sherif¥s Department and explain your prob\em to them and ask that person to contact the proper agencies for you. ,'' " 1:' • ~ .. 5. Contact the contractor of your choice to begin repair of the problem to minimize off-site damage. a. Contractors Name: b . Contractors Address: c. Contractors Phone: &. Contact the technical speci~list who certified the lagoon <NRCS, Consultir.g Engineer, etc.> a. Name: b. Phone: 7. Implement proc~dures as advi5ed by OWQ and technical assistance agencies to recti~y the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. 8. If you are a contract swine grower &ssociated with a swine company integrator, contact the company representative at 1-910-592-5771 ' ....-· .. RECEIVED I OENR I DWQ AQUIFf:R 'PR()TFr.TUIN ~CTION MAY 15 2009 Phosphorus Loss Assessment Tool Completion Name of Facility: __ T-=-y...,n=d=a=ll-=an=d-=S=o=n __________ Facility Number:82-615 Owner(s) Name: Jason I Billy Tyndall Phone No:91 0-564-4870 Mailing Address:. __ 64~3..._1...:::U:..:::S:.....4:.:2:..:..l~N~,-=C::..:.;Ii~n~to....,n"-. N~C~2~8~32=.!:8'--------------- Cheek the appropriate bo:s below, aad sign at tbe bottom: }iNo fields received a high or very high rating. 0 Yes, the fields listed below received a high or very high rating: Field Number Size (Acres) RECEJ\/FO t JUl 02 2009 1 I&R-FA'fmEW.l£1{~ ·.lFACl l Ratiog (High or Very High) Please use as many additional attachment forms (PLAT -A-1 0-31-03) as needed for additional fields. By completing the above section and any additional attachments and by signing this form, the facility owner and Technical Specialist acknowledge all application fields were evaluated using the Phosphorus Loss Assessment Tool. All necessary calculations were completed to conduct the Assessment. A copy will be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be approved by a technical specialist and filed with the Soil and Water Conservation District prior to implementation. Waste plans with fields having a · high or very high rating will have to be modified to address phosphorus loss by the next permit cycle beginning July, 2007. OwnerName: __ ,.._....;:::J17T=",.:....;ffi:r•=·U}'J#~~-;,r.J71/J=•:..::-~-:---------------- ownersignature: _ __,_pr.~.c-,-~----lj~fiii'/~-JJ.fliL).. ___________ Da.te: p-Jt-Clf Technical Specialist Name: Ed ~ollan~ Technical Specialist Signa~.:::=--=~......,,.,...==-~..w-....;;;::..===-~~----'Date: 12113/05 Affiliation: NC Division of Soil and Water Conservation Phone No:910-592-7963 ext.) PLAT-12-11-03 Submit this form to: Attn: Keith Larick Non-Discharge Compliance and Enforcement Unit NC Division of Water Quality 16 J 7 Mail Service Center Raleigh, NC 27699-1617 NCANAT Versi~n: 1 .89 PLAT Results For: Sampson 12/13/2005 12:46:36 PM Calendar Year: County : Producer Identifier: Tract Number: Field Number: Soil Series: Crop: BMPs: Fertilizers: applications Soil Loss: Receiving Slope Distan9e Soil Test Q» -4" WV_Factor (DATABASE) Soil Test 28" -32» ~V_Factor (DATABASE) Hydrologic Condition : _. PARTICULATE p = SOLUBLE P :s LEACHATE p = SOURCE P = TOTAL P RATING == 0 1 0 1 2 (LOW) INPUTS 2005 Sampson Jason Tyndall 82-615 T-10816 1 WaB: Wagram loamy sand, 0 to Hybrid Bermudagrass (Hay) : Vegetative Buffer Width = Tree/Shrub Buffer Width = Swine-Lagoon liquid Yearly Applied Amount : Lb P205: Application Method: .15 t/ac/yr 0-9 ft 147 1.4 0 1.4 GOOD OUTPUTS 6 percent slopes 25 ft. 100 ft. 6 ac in 53.4 lb All other surface NCANAT _Version: 1. 89 PLAT Results For: Sampson Calendar Year: County : Producer Identifier: Tract Number: Field Number : Soil Series: Crop: BMPs: - Fertilizers: applications Soil Loss : Receiving Slope Distance Soil Test 0" -4" WV Factor (DATABASE) Soil Test 28" -32" WV Factor (DATABASE) Hydrologic Condition: ---PARTICULATE P SOLUBLE P LEACHATE P SOURCE P 0 1 0 1 12/13/2005 INPUTS 2005 Sampson 12:47:54 PM Jason Tyndall 82-615 T-10817 2 WaB: Wagram loamy sand, 0 to Hybrid Bermudagrass (Hay) : Vegetative Buffer Width = Tree/Shrub Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method : .15 t/ac/yr 0-9 ft 165 1.4 0 1.4 GOOD OUTPUTS TOTAL PRATING . 2 (LOW) 6 percent slopes 25 ft. 100 ft. 6 ac in 53.4 lb All other surface ': NCANAT Versi-.:m: 1. 89 . PLAT Results For: Sampson 12/13/2005 12 : 4 7 : 2 4 ·PM Calendar Year: County: Producer Identifier : Tract Number: Field Number: Soil Series: Crop : BMPs : Fertilizers: applications Soil Loss : Receiving Slope Distance Soil Test 0" -4" WV Factor {DATABASE) Soil Test 28" -32" WV Factor (DATABASE) Hydrologic Condition: -·PARTICULATE p = 0 SOLPBLE P = 1 LEACHATE p 0 .. SOURCE P 1 TOTAL P RATING 2 -· (LOW) INPUTS 2005 Sampson Jason Tyndall 82-615 T-10816 3 WaB : Wagram loamy sand , 0 to Hybrid Berrnudagrass (Hay) : Vegetative Buffer Width = Tree/Shrub Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method : .15 t/ac/yr 0-9 ft 147 1.4 0 1.4 GOOD OUTPUTS 6 percent slopes 25 ft. 100 ft. 6 ac in 53.4 lb All other surface . .. NCANAT Versi~n: 1.89 PLAT Results For: Sampson 12/13/2005 · 1:04:11 PM Calendar Year: County: Producer Identifier: Tract Number: Field Number: Soil Series : Crop: BMPs: Fertilizers: applications Soil Loss: Receiving Slope Distance Soil Test 0" -4" WV Factor (DATABASE) Soil Test 28" -32" WV Factor (DATABASE) Hydrologic Condition: _.PARTICULATE p = SOLUBLE P = LEACHATE p = SOURCE P = TOTAL P RATING = 0 1 0 1 2 (LOW) INPUTS 2005 Sampson Jason Tyndall 62-615 T-10817 4 WaB: Wagram loamy sand, 0 to Hybrid Bermudagrass (Hay) : Vegetative Buffer Width = Tree/Shrub Buffer Width = Swine-Lagoo~ liquid Yearly Applied Amount: Lb P205 : Application Method: .15 t/ac/yr 0-9 ft 164 1.4 0 1.4 GOOD OUTPUTS 6 percent slopes 25 ft. 20 ft. 6 ac in 53 .4 lb All other surface NCANAT .Versiun: 1 .89 PLAT Results For: Sampson Calendar Year: County: Producer Identifier: Tract Number: Field Number: Soil Series: Crop: BMPs: Fertilizers : applications Soil Loss: Receiving Slope Distance Soil Test 0" -4" WV_Factor (DATABASE) Soil Test 28" -32" WV Factor (DATABASE) Artificial Drainage System : Hydrologic Condition: PARTICULATE P 0 SOLUBLE P 1 LEACHATE P = 0 SOURCE P = 1 12/13/2005 INPUTS 2005 Sampson 12 :50 :58 PM Jason Tyndall 8 2-615 T-1 0 818 5 BoB: Blanton sand, 0 to 6 percent slopes Hybrid Bermudagrass (Hay) : Vegetative Buffer Width = 5 ft . Tree/Shrub Buffer Width 20 ft . Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method: .10 t/ac/yr 0-9 ·ft 170 1.4 0 1.4 NO GOOD OUTPUTS 5.1 ac in 53.4 lb All othe r sur f ace TOTAL P RATING 2 (LOW ) --NGANAT Versi-on : L 89 PLAT Results For:· Sampson Calendar Year: County: Producer Identifier: Tract Number: Field Number: Soil Series: Crop: BMPs: Fertilizers: applications Soil Loss: Receiving Slope Distance Soil Test 0" -4n WV_Factor (DATABASE) Hydrologic Condition: PARTICULATE P = 0 -SOLUBLE P = 5 LEACHATE P = 0 SOURCE P 7 12/13/2005 INPUTS 2005 Sampson 12:54:25 PM Jason Tyndall 82~615 T-10818 6 MaC: Marvyn loamy sand, 6 to Hybrid Bermudagrass (Hay) : Vegetative Buffer Width Tree/Shrub Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method: .34 t/ac/yr 0-9 ft 166 1.3 GOOD OUTPUTS TOTAL P RATING = 12 (LOW) 12 percent slopes 25 ft. 20 ft. 6.5 ac in 53.4 lb All other surface NCANAT :Versi-on: 1. 8 9 PLAT Re-sults For: Sampson Calendar Year: County: Producer Identifier : Tract Number: Field Number: Soil Series : Crop: BMPs : Fertilizers: applications Soil Loss : Receiving. Slope Distance Soil Test 0" -4" WV Factor (DATABASE) Hydrologic Condition : PARTICULATE P = 0 _... SOLUBLE P = 5 LEACHATE P 0 SOURCE P 7 12/13 I 2 0 0 5 ·1 : 0 0 : 4 5 PM INPUTS 2005 Sampson Jason Tyndall 82-615 T-10818 7 MaC : Marvyh loamy sand, 6 to Hybrid Bermudagrass (Hay) : .. Vegetative Buffer Width = Tree/Shrub Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method : .34 t/ac/yr 0-9 ft 165 1.3 GOOD OUTPUTS TOTAL P RATING 12 (LOW) 12 percent slopes 5 ft. 25 ft. 6.5 ac in 53.4 lb All other surface : NCANA'T Versivn: 1. 89 , PLAT Results For: Sampson _.;'. Calendar Year: County: Producer Identifier: Tract Number: Field Number: Soil Series: Crop: BMPs : Fertilizers : applications Soil Loss: Receiving Slope Distance Soil Test 0" -4" WV Factor (DATABASE) Hydrologic Condition: PARTICULATE P = 0 _, SOLUBLE P = 5 LEACHATE P 0 SOURCE P = 7 12/13/2005 INPUTS 2005 Sampson 1:01:14 PM Jason Tyndall 82-615 T-10818 8 MaC : Marvyn loamy sand, 6 to Hybrid Berrnudagrass (Hay) : Tree/Shrub Buffer Width Vegetative Buffer Width Swine-Lagoon liquid Yearly Applied Amount: Lb P205 : Application Method: .34 t/ac/yr 0-9 ft 160 1.3 GOOD OUTPUTS TOTAL P RATING = 12 (LOW) 12 percent slopes 25 ft .. 10 ft ·. 6.5 ac in 53.4 lb All other surface NCANAT Versi~n: 1 .89 PLAT Results For : Sampson Calendar Year : County: Producer Identifier : Tract Number : Field Number : Soil Series: crop: BMPs: Fertilizers: applications Soil Loss: Receiving Slope Distance Soil Test 0" -4" WV_Factor (DATABASE) Hydrologic Condition: PARTICULATE P = 0 -" SOLUBLE P = 5 LEACHATE P 0 SOURCE P == 7 12/13/2005 INPUTS 2005 Sampson 1 :01 :46 PM Jason Tyndall 82-615 T-10818 9 MaC: Marvyn loamy sand, 6 to Hybrid Berrnudagrass (Hay) : Tree/Shrub Buffer Width = Vegetative Buffer Width Swine-Lagoon liquid Yearly Applied Amount : Lb P205: Application Method: .34 t/ac/yr 0 -9 ft 174 1.3 GOOD OUTPUTS TOTAL P RATING == 12 (LOW) , 12 percent slopes 25 ft. 10 ft. 6 .5 ac in 53.4 lb All other surface NCANAT Vers1on: 1.89 PLAT Results For: Sampson Calendar Year: County: Producer Identifie~: Tract Number : Field Number: Soil Series: Crop: BMPs: Fertilizers : applications · Soil Loss: Receiving Slope Distance Soil Test 0" -4" WV_Factor (DATABASE} Hydrologic Condition: PARTICULATE P = 0 ~·soLUBLE P = 5 LEACHATE P = 0 SOURCE P 7 12/13/2005 INPUTS 2005 Sampson 1:02:01 PM Jason Tyndall 82-615 T-10818 10 MaC: Marvyn loamy sand, 6 to Hybrid Bermudagrass (Hay) : Tree/Shrub Buffer Width = Vegetative Buffer Width Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method: .34 t/ac/yr 0-9 ft 161 1.3 GOOD OUTPUTS TOTAL P RATING = 12 (LOW) 12 percent slopes 25 ft. 10 ft . 6.5 ac in 53.4 lb All other surface ~NCANAT Version: 1.89 PLAT Results For : Sampson ..___... Calendar Year : County: Producer Identifier: Tract Number : Field Nwnber: Soil Series: Crop: BMPs : Fertilizers: applications Soil Loss : Receiving Slope Distance Soil Test 0"·-4" WV Factor (DATABASE) Hydrologic Condition: PARTICULATE P : 0 -SOLUBLE P = 4 LEACHATE P 0 SOURCE P 7 12 /13/2005 INPUTS 2005 Sampson 1 :02 :18 PM Jason Tyndall 82-615 T-10818 11 MaC : Marvyn loamy sand, 6 to Hybrid Bermudagrass (Hay) : T·ree/Shrub Buffer Width = Vegetative Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205 : Application Method : .34 t /ac/yr 0-9 ft 148 1.3 GOOD OUTPUTS TOTAL P RATING 11 (LOW) 12 percent slopes 25 ft. 10 ft. 6.5 ac in 53 .4 l b All other surface : NCANAT Versi-on: 1. 8 9 PLAT Results For: Sampson Calendar Year: County : Producer Identifier : Tract Number: Field Number: Soil Series: Crop: BMPs : Fertilizers: applications Soil Loss : Receiving Slope Distance Soil Test 0" -4" WV_Factor (DATABASE) Hydrologic Condition: PARTICULATE P = 0 _,-SOLUBLE P = 5 LEACHATE P = 0 SOURCE P = 7 12/13/2005 INPUTS 2005 Sampson 1:02:34 PM Jason Tyndall 82-615 T-10818 12 MaC: Marvyn loamy sand, 6 to Hybrid Bermudagrass (Hay) : Tree/Shrub Buffer Width = Vegetative Buffer Width = Swine-Lagoon liquid Yearly Applied Amount: Lb P205: Application Method : .34 t/ac/yr 0-9 ft 181 1.3 GOOD OUTPUTS TOTAL P RATING .12 (LOW) 12 percent slopes 25 ft . 10 ft. 6.5 ac in 53.4 lb All other surface RECENEO /OENR/OWQ AOUIF~R -PR()TFt.TrON ~CTION Tyndall Hog & Chicken Farm, Inc. MAY 15 2009 Equipment RfCff\11=:0 JUL 02 2009 Lift Station Duplex Pumps & Controls Homogenization T~ Separated-Water Tank, De-Nitrification Tank, Nitrificat ion Tank, Clean-Water Tank Activated-Sludge Settling Tank & Phosphorus Settling Tank Homogenization Tank Mixer Separator & Controls Lift Station & Separated-Water Pump (To Separated Water Tank) De-Nitrification Tank Mixer Blower and Aeration Package Nitrification Recycle Pump (To De-Nitrification) Activated-Sludge Pump & Phosphorus-Sludge Pump Nitrification De-Foamer & Phosphorus Removal Metering Pump ! •. RECENED/DENR/OWQ AOUIFJ:R 'PROTFr.TrON ~CTION MAY 15 2009 RECEI\/ED JUl. 82mB Lift Station Duplex Pumps & Controls ·-· ......_; :_... I • @ .¢1"61 w~~ r;;lf" ., .. "" . ~ .:c . I --. . -~ , ---_:_:_~....:....'-_~ --.~-~. - DAlE: 451 M:bb Road FEB . 15, 1999 Dunn. North Carolina 28335 DRAWING No: t.AH-BWW (910) 892-6411 FAX (910) 892-4894 Web Site: www.cc.-olinaprecost.com ,1)1£ (J ~ ///,//lEI' cPpiJ tJ! r11f ,~ ,IJ1f. , ·; ~ W.J O:.J n..w a:~ ~~ ~ Co 1. . IIIANHOLE DESIGN SPEaFlCATIONS CONfORM TO LATEST ASN C47B SPECIFICAnONS FOR •PRECAST REINf'ORCED CONCRETE MANHOLE S£C110NS" AND NCOOT.· :z. COHCiC£1E COMPR£SSrYE Sl'REMGTH 4.000 PSI~ 3. STm. REINFORCING DESIGNED TO CONFORW TO THE REQUIREYENTS Of ASTY C478 AND SHAll. UT1UZE GRADE &0 RE-BARS CONFORif- ING TO THE REQUIRDIENTS OF ASnl A615 OR WWF CONfORMING TO 1M£ REOUJRDIEHTS OF ASnl A 185 OR DRAWN WIRE CONFORMING TO THE REQUIROIENTS Of' A82 OR A COMBINA110N lHEREOF. 4. AD01110NAL RllNF'ORaMG AT OPENINGS.. 5. DESIGNED F'OR H-20 LOADING. 6. STEPS SHAU. BE STEEL REINF'ORCED COPOL.'NIR POt.YPROP"ii.£ME AND MEET THE REOUIRDI£NTS Of' ASn.t C478. SEE 1YPICAL STEP DETAil.. TOTAL HEIGHT PER JOB SPECifiCATIONS. PfPE PENE1'RA110N TD BE AS PER JOB R£QUIRDIENTS. PIPE TD BE INSTAU.£D BY CONl1tACTOR. SEE TYPtCAL MANHOLE PfPE CONNECTION DETAil. 9. CAST IN HATat TO BE AS PER SP£Cif'ICAnOHS. SUPPLIED BY OTHER C.P .C. OR -CUSTOMER. 10. JOOfTS TO BE SEALED WITH PREf'ORYED BU1YL RUBBER CONf'ORYlNG TO REOtJJRE:WENTS Of ASTW CHO. SEE l'iPicAL. MANHOLE SECTION JOINT DETAIL ~tiott I& trTAa.S PIIOiiiiED BY -CIJISU.-.c ~ P.A.. ,..--~--. · Apr 01.()9 08:16a I --" ~ ' . .. Chip Fontaine Visit our websi1e: www.bjmpumps.com TECHNICAL DATA MODELSK37C BJM SHREDDER PUMP.CA$T IRON GENERAL DATA MAX. R.OW: GPM (Umin) 330 GPM (1249 Umin) MAX. HEAD: ft (m) 69' (21m) P·' 1/2112008 0813 Supersedes 0812 MAX. SUBMERSION DEPTH: ft (m) 200' (61 m) or l imited to length of power cord PUMP TYPE NON CLOG SHREDDER MINIMUM SUBMERSION DEPTH: illtmm) 15"_{381 mm) SOLID SIZE: in (mm) 3" (75 mm) IMPELLER DIAMETER: in {mm) 5.51" (140 mm) DISCHARGE SIZE 3" FLANGE W/4" NPT-FEMALE DiSCHARGE (3" NPT-MALE OPTIONAL} SLIDE RAIL DISCHARGE SIZE 3" PUMP WEIGHT, without cable: lbs (kg) 114 bs {51.8 kg) SHIPPING WEIGHT: lbs (kg) 130 lbs {59 kg} CONSTRUCTIONIMA TERIAL DATA MECHANICAL SEAL-UPPER CARBON/CERAMIC MECHANICAL SEAL-LOWER SILICON CARBIDEJSILICON GARSIDE MOTOR HOUSING 304SS PUMP VOLUTE CAST IRON IMPB..LER SINGLE VANE , HIGH-CHROME IMPa.LER SHREDDER BLADE TUNGSTEN CARBIDE STAND CAST IRON SUCTION COVER HIGH-CHROME UPSEAL & 0-RJNGS BUNA-N ROTOR SHAFT 304SS EXTERNAL HARDWARE 304 ss QTY. OIL IN SEAL CHAMBER 8.6 U.S . FL. OZ. (260 C.C.) BALL BEARING: PERM . LUBE . UPPER 6304 BAll BEARING: PERM. LUBE. LOWER 6305 ELECTRICAL /MOTOR DATA MOTOR: TYPE. RATING HP I SUBMERSIBLE 5 (CONTINUOUS DUTY1 MOTOR RPM 3450 MOTOR INSULATION CLASS F L40TOR SERVICE FACTOR 1.1 VOLTAGE -3 PH, 60Hz 208V option 230V 460V 575\/ QQ_tion CURRENT F.LA. 14.7 14 7 5.5 LOCKED ROTOR CURRENT (LRA) 86.5 85 43 38 MOTOR PROTECTION lliERMAl & AMP. OVERLOAD PO\NER CORD: GAGE; lENGTH A.W.G. 1214; 33' {10m_), STOW MAXIMUM LIQUID TEMPERATURE 104•F (4lrC) SEAL LEAK DETECTOR~ Seal Mindern.o; MOISTURE SENSING PROBE 1-Available m other voltages (and In 50 Hz). 2-Requires a seal fail circuit in control panel forwamlng signal. 3 -Continuous duty motor-see minimum submersion depth at General Data tallle above. ®2004-2008 BJU Pumps. LLC. All rights reserved. 123 Spencer Plain Road Old Saybrook, CT. 06475, USA -(860)399-5937 -(877) BJM-PUMP_-Fax: (860)39~ 7784 REFER TO REVERSE SIDE FOR PUMP PERFORMANCE CURVES SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOllCE Ill ffi ti lU ::E H! MODEL: SK37C 24 80 I I I MOTOR:6HP 21 70 18 eo c < w %15 50 ! ~ 12 40 c ~ Og 30 t- 6 20 3 10 0 0 SPEED: 3460 RPM " VOLTAGE : 230/460 VOLT, 60Hz, 3 PH opllon 57,V, 80Hz. 3 PH -s!._EAD IMPEllER: 5.61• OIA. DISCHARGE SIZE: 3" FLANGE W/ 4 • NPT FEMALE ~ DISCHARGE "'-PUMP EFF. v "' ~ B.H.P. - ~ ___. """' /-~ ~ ~ "" L--J v ~\ r\ I ' ~\ v '\ U.S. GALLONS O 50 100 150 200 250 300 350 LITERS I I 0 150 I 300 I I 600 750 i 900 I 1200 I 1350 I 1050 I 450 ~ ~ ~ :i ~ f--~ 70 -~ 60 50 40 30 20 10 0 400 I 1500 n: :z: IIi 5 4 -3 2 0 2117/2006 supersedes priors FLOW BATE PER MINUTE SPECIFICATIONS SUBJECT TO CI~ANGE WITHOUT NOTICE ® 2004 • 2006 BJM Pumps, LLC. All rights reserved . ~~. • 0 ··~ ·· .. ~ -~ . ~ 0 ::r '6' .,. 0 ~ ~ ' . . Controls/Alarm Systems 3 P .HASE SIM·PLEX ALARM SYSTEM & PUMP CONTROL General Description Applications • Lift pump chambers • Sump pmnp basins • Holding tanks • Sewage and water removal systems Features • Conlrols the pump and wams of high liquid levels • Easy to install • 1bemtoplastic endostR • HOA switch allows for "1--Jamf' {manual), "'ff" or "Automatic" operntion : ·.n • Alarm ON/OFF switch cxmtrols poWCI' to the float circuitry; this and the pump HOA switch provide an additional safety feature when seJVicing • Entire unit UL listed and tested by UL to CSA standards Specifications • NEMA 4X indoor/outdoor waterproof thermoplastic enclosure · • NoiK:OITOSive p~ floats for use in liquids up to l.WO F • Sensor float cables-18 gauge, 2 conductor {UL, CSA) SJOW, WATER RESIST ANT (CPE) The Simplex Alarm System/Pump Control provides residential and commercial custom en; with a reliable means of controlling a simplex (one pump) system in a water or sewage installation. The system consists ofa single control panel and three easily installed sensor floats. Control Panel Exterior The non-corrosive, indoor and /or outdoor enclosure comes pre-assembled. The panel exterior features a large red alarm beacon and 83 to 85 dB audible alarm hom. Exterior alarm Test/Normal/Silence Switch allows hom and light to be tested or hom to be silenced in an alarm condition. Hom automatically resets once alarm condition is cleared. · Control Panel Interior The panel interior consists of a heavy-duty motorcontactor and printed circuit board contro Her. Handy HOA switch allows for either "Hand" (manual), "Off" or" Automatic" pump operation. A control switch turns off power to the float circuitry. The control switch and the HOAswitch may be tmned off to provide an additional safety feature when servicing. These switches are loCated inside the panel to protect against activation by unauthorized personnel. A multi-tap transfonner provides 120V control voltage. Motor protective switch provide adjustable overload protection, short circuit protection and pump disconnecL Green "Pump Run" indicator light, alarm fuses, a control fuse and alarm and control power indicators.all mounted on circuit board. Easy-to-follow wiring diagram and terminal strip provide for simple installation. · ·. . \ 3 PHASE SIMPLEX ALARM SYSTEM Sr PUMP CONTROL Engineering Data Snocifinations 20 FT —CJIa{ 4.55 MO aKE C Rom F.L AWS OOI30M va39m ) 3121W151R17A 513M 204210!1® Be 3 79-18 1591a11Aa7SW 21 3121WIBIM7A 5192& 2042®'® 60 3 55-a0 159fa11.4a7.3W 21 3121nP21m7A 513286 �820Y160 W 3 718-i6D 155Ra11.4a73W 21 General Installation Instructions WAMSW.: Tan on porrersauce blue lig or adjlts5 gtlis dwice. Falusmhandriloswcm/damn senna: mtatit eI -- stack I. Determine the mounting location for control panel. Liquid tight connectors should be used on all cables entering panel. Conduit connectors, ifused, must bescaled. 2. Check local codes and the schematic for power circuit requirements. On the control panel, determine the `power in" location (from the building power supply CAUTION: BE. SURE THE POWER SUPPLY VOLTAGE AND PHASE ARE THE SAME As THE PUMP MOTORS BEING INC'I'&LLED. 3. Determine the location on the control panel for the pump power cables and float switch cables. Drill holes to fit the type of cable fittings to be used. 4. Attach floats as shown in Typical Installation drawing. 5. Following step-by-step instructions and wiring diagram included with panel, complete connections ofall cables. 6. Follow "Manual Testing' procedure ininstruction manual . NOTE Ldit GWd Pump Culgatry cervrd be mpulsdle tar damages Causedbytadtrmnegfn hsMaerldthis eon- I WerecamraW that you etlgage the services M a anpde¢ plmdcr, d ecti a n, or g1aHed service person to install Om product in accmdaae Will; ratsmalandlocalaI I I codes. ACCESSORIES — Sinn "istallation; may repine a rmshorhee junction hmr to house dechicd Carslertius. Model EM Junclul Brous are recortunalded These are valabie wdh !quid -IgM connechers.The fpdd-hghlcahac, areaLsem2dableseireaft y. www.LittleGiantPump.com Typical Installation C Lc . C r suasw molal: N E _ xuty imuv x�.c cedl; � . smiw a�vw �m slstmirl7 nor rears vac wlw�ylss rr3r'1� i71 1 LTJ i 4,tld: =.F -----------I wJwlr nna �rsr• uvlar.1 nra� Little Giant Pump Co. PO Bos 12010.Oklahoma City, OK 73157 Phone 4OS9471MI • F=: 405 77LI550 E-mai4• castamerxrvir<QBtmegientrnm 0 Form No. 995220 - 03/03 RECEIVED I DENR I DWQ AQUII=FR 'PROTFr.TI()N SF.CTION MAY 15 2009 RECEIVED JUl022009 Homogenization Tank, Separated-Water Tank, De-nitrification Tank, Nitrification Tank, Clean- Water Tank .. BY: DWM CHK'O BY: DESIGN CALCULATIONS TANK : UQUIO STORAGE STORAGE TANK 30.81' DIA.. X 15.68' SH HEICTH TO HWL : 15.68' LOCATlON : CUNTON, NC DESIGN STANDARDS: AWWA 0103-97 ACI318-02 INSTRUCTIONS DESIGN LOADING: STEEL WATER SEISMIC WIND : DESIGN & DETAIL TANK FOUNDATlON : 490 I I CUBIC FT : 62.4 I I CUBIC FT : ZONE 1 SPECIFIC GRAVITY : 100 MPH : 1.0 DATE :10105 119 , ___, ...... DESIGN CALCULATIONS FOR GROUND STORAGE TANKS SAVED AS: BOLTCLC3.MCD Revtsed: 10/18101 JWB , 5122102JWB, 6/21/05 JWB LOADINGS: WATER@ STEEL@ SNOWO W:= 62.4 ST:= 490 RFL := 25 WIND@ V s 100 MPH FlAT,. 30 ·1.0.( 1~ r FLAT=30 PSF VARIABLE DEFINmONS: DIA = DIAMETER OF TANK lA1 SHH = SHELL HEIGHT (fT) OFL = OVERFLOW ELEVATION (fT) G = SPECIFIC GRAVITY CYlNO := 30-o.&D{ 1~ r CYLND = 18 PSF OTM.Wind =OVER TURNING MOMENT SF = SAFTEY FACTOR FOR WIND LOADING OTM.eQ = OVER TURNING MOMENT DUE TO SEISMIC LOADING ...................................................................... M = OVERTURNING MOMENT AT BOTTOM OF SHELL (FT·lBS) Z = ZONE COEFICIENT ; FIGURE 5 AND TABLE 3 R.w • FORCE REDUCTION COEFFICIENT, TABLE 4 I = USE FACTOR, TABLE 6 ...................................................................... ORW =OUTSIDE RADIUS OF WALL fFT> IRW = INSIDE RADIUS OF WALL CFn ORF = ourstoE RADIUS OF FOOllNG (Ff) IRF = INSIDE RADIUS OF FOOTING CAl lH.FTG ='THICKNESS OF FOOTING (Fl) HT.WALL = HEJCHT OF FON WALL (fT)) OALL =ALLOWABLE BEARING PRESSURE fPSA NUM.bar =TOTAL NUMBER OF BARS PROVIDING HORIZONTAL REINFORCEMENT IN WALL AND FOOTING (USE SAME SIZE BAR IN WALL AND FOOnNG A.bar = CROSS SECTIONAL AREA OF ONE OF 'THE SIZE OF REBAR BEING USED ...................................................................... SPHER := 30-0.50-(y_ l 2 100) SPHER = 15 PSF 2 '• INPUTS: DIA e30.B1 (FT) OFL::15.68 (fT) on so (FT) z .a.075 (PSI) Iii 1 .25 ORW= DIA + 4 + 6.14 2 12 IRW = DIA _ 4 + 1.86 2 12 OR DIA 4+ 6.14 F !!!i --+---2 . 12 IRF 3!! DIA _ 4 + 1.86 2 12 NUMbar=7 ORF=16.25 IRF=14.917 0RW=16.25 IRW=14.917 SHH e15.68 (Ff) 0 := 1.0 S a 1 .5 Rw =4.5 Cuv=.S TliFf(i = 0 HTWALL 5 2 Abar= .31 12·10RW -IRW> = 16 12 -(0Rf -IRf) = 16 .................................................................... * 3 ****,..... CHECK CAPACfTY ..,..,.,....,. DIA2 VOL:= x·-·7.48·t0Fl-OTU 4 ,.,..,.,.,..,. WEIGHT OF THE SHELL *'******* WTSH := n ·DIA ·SHH -6.5 USE: TOlWTsH := WTSH ****** WEIGHT OF ROOF **"*** 1t 2 WTRF := -·DIA ·4 ·0 4 USE: WR := WTRF ****** SNOWLOAD ..,.**** DIA2 Sl:= Jt·--RFl·O 4 .......... WIND DESIGN ,..,..,...,.,.. fsh := DIA -SHH -CYLND SHH MOMsh := -·fsh 2 OTMwtnd := MOMsh + MOMrf FIND RESISTING MOMENT OF THE SHELL DIA RM := -·· ·(TOTWTsH + WR) 2 RM SF :=--- OTMwind USE: OTMwiND := OTMwind SF=2.229 4 VOL = 87442.1n WTsH = 9865.089 WTRF=O SL=O Fsh = 8695.814 Frf=O MOMsfl = 68175.185 MOMrf=O OTMwtnd = 68175.185 RM = 151971 .688 "' -- ******SEISMIC DESIGN******* ct := Tw<4.5,-,-i 1 .751 6·Tw yy/) . 2 62.4 Wf:= 1t·DIA ·OFL·4·C 'W2. := .46---tanh 1.84 ·-I.Wr R ( OFL \ 9FL R ) X2 = OFL-[1 -oosn( 1.84·T) -1 )I . OR ( Oft\ 1.84·T·slnh 1.84-T)) VAcr := 1 S·Z ·I {.14·{T01WfsH + WR + W1) + S·W:2 ·C1] Rw USE: OTMEQ := M ******CHECK SUDING*..-* 3 18 -Z·I av := -·.14--- 4 Rw VaiJow := tan(.5236) · ( TOlWTsH + WR + wt + W2} ·( 1 -OA·av) VACT = 0.074 (MUST BE LESS THAN 1.0) Vauow 5 Tw=3.289 c, =0.0S1 Wr = 729464.105 R = 15.405 ~ = 314454.751 X1 = 5.88 VACT = 30538.86 M = 213378 .413 Vanow = 412212.185 .· ******FOUNDATION DESIGN******* 'YCONC s150 'YSOIL 51 100 PROJ •O.S tc =4000 CLW:= DIA 2 IRFI := IRF -9·3125 12 HTFDN ;::;: THFTG + HTWALL <UNIT WEICHT OF CONCRETE (PCAl (UNIT WEICHT OF SOIL (PCF)) (PROJ. OF FDN ABOVE FINISH GRADE (EXTJ (Ff)) (COMPRESSIVE STRENGTH OF CONCRETE (PSI)) CCENTERUNE RADIUS OF WAU (Ff)) IRFI = 14.141 (fEET} HTFDN = 2 (FEET> WTcoNc== {om:2 -11~~>·2t ·THrn; _ ·'JCONC 6 + {cwi-awr) ·a·HTWALL- +K·.wr . .! WI'CONC = 82854.325 (lBS) 12 WI" SOIL:= [ a-(OR~-ORYi) ·(HTWALL-PROJ)·lSOIL] -· + ( Jt ·{fRVP-IW) ·HTWAU:lSOIL] WTWATER := [x.(CLW2 -IR~) ·OFL ·W ·C] RMwJND := ( TOlWTsH + WR + WT CONC + WT SOIL) ·ORF WTson. = 0 (lBS) WTWATER = 45514.519 CLSSl RMwJND = 1506690.466 (Ff -#) RMEQ := (TOlWTsH + WR + WTcoNC + WTsotL + WTwATER) ·ORF RMea = 2246301.404 (FT·#) AREA := n:·OR~ AREA = 829.577 CFT"2) j.:= [[ (0RF ·2l 4 -URF1 ·2)4 J].o (0RF·2) .0982 S= 1438.063 [ 101WTSH + WR + [(cLw2).0fL.W·G·n]] OTMwiNo . OB~ND== +--------~~ s . OBRwiND = 938.62 (PSf ) .. RMwiND SfWIND := OTMw!NO SJ=wiNO = 22.1 [ lOIWTSH +((a.w")~OFL ·W·G·a)] 1JJ11Ea CBREQ := (AREA) + S OBREQ = 1039.59CPSA RMEQ Sfec:= OTM~ SFEQ = 10.527 [ T01WT511 + ( ( a.w") ·OA.·W·G·a) + SL] QBRLONGJERM := (AREA) 08Rt.oNGrERM = 891.212 CALLWJND := 0ALL CALLEQ := 1.335·CALL 0AULONGTERM := CALL .lCONC I (McoNC) VOLcoNC := XI ) CHECK PUNCHING SHEAR: 3 D := THFTG -12 FsH:=[ ( D) ] 2 -K· ORW+ 2 JTHFTC·12·12 p fALLOW := 2 ·JfC FAUOW = 126.491 F.SH MUST BE lESS THAN F.AlLOW CALLWIND = 2000 CALLEQ = 2666 CALUONGTERM ::; 2000 VOLcoNc = 20.458 0-12 =-3 UNCHES) p = 25427.266 (lBS) FsH = • tPSU 7 CPSF) (Y[)A3) •• &, ************ WAll DESIGN ************* ••••-• FIND MINIMUM WALL THICKNESS ............ Tmln := (62.4·SHH)-(BO ·HTFDN) TOTWTsH+WR 24 ·----- 1t·CLW ·2 WDTWALL := ORW -IRW WIDTH OF WAll MUST BE GREATER THAN T.mln WDTwAu=1.333 (FT) Tmln =2.989 UN) **-HORIZONTAL PRESSURE AND RING REINFORCEMENT **** ( HTFDN I Ph:= 62.4-SHH + 100· 2 JHTfDN·.3 RRAD := lf{CLW < 6·HTfDN ,ClW ,6·HTFDN) TEN Areq:=-24000 Aprov := NUMbar·Abar Ph =647.059 RRAo=12 . TEN=n64.71 Areq =0.324 Aprov=2.17 IF A.prov IS lESS THAN A.req THEN MORE BARS OR A lARGER BAR WlU BE REQUIRED . 8 •. . .. .... •• • RESULTS: ...................................................................... 0ALLWIND = 2000 <PSF> OBRwiND = 938.62 CPSF) SFwJNO = 22.1 CPSF> OALLEQ = 2666 <PSFl OBREQ = 1039.591 (PSFl SFea = 10.527 CPSA 0ALLLONCTERM = 2000 CPSF) OBRLONCTERM = 891.212 CPSF> VOLcONC = 20.458 (Y0A3) *** TANK FOUNDAnON *** USE A RINO WAll WJTH FOOllNO -USING 4000 psi CONCRETE REINFORCING IN RINOWAU • HORIZONTAL ••• USE C 4 ) #5 BARS ON OUTSIDE FACE OF WALL USE { 3 ) IS BARS ON INSIDE FACE OF WALl VERTJCAL •·• USE 14 BARS 0 16• C·C EACH FACE ...................... ************************************************ 9 .. · ENGINEERED STORAGE PRODUCTS COMPANY DEKALB, ILLINOIS 60115 PROJECT NAME: SUPER SOILS SYSTEM USA, INC. PROJECT LOCATION: BEAUTANCUS, NC PROJECT NUMBER: 5015074 20 15 FLG MT SLURRYSTORE RELEASE No.: 1 RELEASE DATE: 10-8-2001 SUBMITTED BY : DATE: DATE: EXPIRES: -~ -~ TANK PROJECT DRAWING INDEX DOCUMENT NUMBER DOCUMENT TITLE 5015074 -001 TANK DRAWING 5015074 -010 TANK CALCULATIONS 5015074 -011 TANK GENERAL NOTES 5015074 -012 TANK FASTENER SCHEDULE 5015074 -013 TANK SCHEMATIC 5015074 -014 TANK PARTS LIST FLG MT FOUNDATION PROJECT DRAWING INDEX DOCUMENT NUMBER DOCUMENT. TITLE 5015074 5015074 5015074 5015074 5015074 5015074 ~002 -020 -021 -022 -023 -024 FLG MT FOUNDATION DRAWING FOUNDATION CALCULATIONS FOUNDATION GENERAL NOTES FOUNDATION CONSTRUCTION MATERIAL FOUNDATION PARTS LIST FOUNDATION FASTENER SCHEDULE NOTES: 1 . THIS DRAWING IS NOT TO SCALE. 2 . REFER TO TANK SCHEMATIC DOCUMENT -013 FOR NUMBER OF RINGS IN TANK ANO RESPECTIVE SHEET THICKNESSES. 3 . THIS TANK IS NOT DESIGNED FOR ANY EXTERNAL HYDROSTATIC LOADING: 20' 6095 mm I TANK DESIGN FREEBOARD NOM. 0~. ----------~ 12 in 304 mm REI.. DESCRIPTION 1/\ REI.. PER lotlP S01!!074 1/1' 10/0V/01 •. ~~--~----~----~----~--~~ LTOP OF SHELL SHEET GRADE LEVEL ..... ELEVATION SHELl. SHEET ( 7) PER RING ENGINEEREC B"1'"0F=tAGE PRCCUCTS CotvfPANV OOOUI, l.UNill$ Mil& CONFIDENTIAL 15'-4 1/ a· ~~~~~...: ~n mm ~.,.:,~ ~~ -=.:". rFLOOR LEVEL NOM. ~=-~' FILE: S0 15074A DRAWN BY TAl< DATE 10/09/01 2015 SLURRYSTORE sz 0 SUPER SOILS SYSTEM USA, INC. BEAUTANCUS, NC ~I 5o15o74-oo1 ' .. DOCUMENT NUMBER: 5015074 -010 TITLE: TANK CALCULATIONS REL.: 1 DATE: 10-8-2001 BY: SH SUMMARY OF INPUT DATA STRUCTURE MODEL ---------- FOUNDATION TYPE ---------- SPECIFIC GRAVITY --------- H/V PRESSURE RATIO ------- FREEBOARD ----------- ROOF TYPE ---------------- ROOF WEIGHT -------------- SC ROOF HEIGHT------------- DC ROOF PROJ AREA --------- DC ROOF CENTROID --------- TOTAL ROOF HEIGHT --------- SNOW (LIVE) LOAD --------- WIND DESIGN -------------- WIND SPEED -------------- WIND STIFFENER ANALYSIS --- SEISMIC DESIGN ----------- SEISMIC ZONE ------------- ALLOWABLES USED ---------- FLOOR O.D. ---------------- FLOOR I.D. ---------------- SLAB J.D. ---------------- . . 20 15 FLG MT 1.000 1.000 12.000 in NONE NA psf NA in NA sq ft NA in NA in NA psf ASCE 7-98 70.000 mph ASCE 7-98 NONE NA AISC . 21.000 ft 18.500 ft 16.500 ft SUMMARY OF INTERNALLY ASSIGNED PARAMETERS BOLT DIAMETER :_______________ .500 in HOLE DIAMETER ~---------------.5625 in TOP COURSE EDGE DIST ---------1.000 in CONCRETE IN FNDN -------------5.000 in DIST T/FTG TO B/FLR ----------4.000 in TOTAL FNDN THICKNESS ---------9.000 in SHEET DENSITY ----------------590.000 pcf STEEL ELASTIC MODULUS --------30000000. psi CONCRETE DENSITY -------------144. pcf NET SHEET WIDTH --------------105.462 in NET STANDARD SHEET HT. -------54.990 in STARTER PANEL HEIGHT ---------18.170 in INVENTORY FILE USED: ---------5015074.DF 304.800 nun NA kg/m2 NA mm NA sq m NA mm NA nun NA kPa 31.500 mfs 6400.800 nun 5638.800 nun 5029.200 nun 12.700 nun 14.287 nun 25.400 mm 127.000 mm 101.600 nun 228.600 mm 9451. kg/m3 206843. MPa 2307. kg/m3 2678.735 mm 1396.746 nun 461.518 mm Page 1 .. • .. . DOCUMENT NUMBER: 5015074 ~010 TITLE: TANK CALCULATIONS Page 2 20 15 SLURRYSTORE STRUCTURE DESIGN SUMMARY COURSE SHEET THICK THICK PLACE GEOM MAT LIMITING NUMBER in. mm CODE CODE CODE FACTOR(S) 1 I .080 2 .032 I 110I 1 0 2 1 .080 2 .032 1 1101 l 0 3 I .080 2 .032 I 110I 1 0 FDN 15 .I32 3.353 3 5300 2 0 WIND STIFFENERS REQUIRED: TOP STIFFENER SECT. MOD. = .I31 cu in 2142.811 nnn3 STRUCTURE DIAMETER = 19 .58 ft 5968 .68 rmn HEIGHT OF STRUCTURE TO EAVE = I5 .35 ft 4677.16 rmn VOLUME OF STRUCTURE TO EAVE = 4622 .. cu ft 131. m3 VOLUME "OF CONTENTS 4320. cu ft 122. m3 VOLUME OF CONTENTS = 32318. gal 122338 . L VOLUME OF CONCRETE FNO. = 180. cu ft 5. m3 WEIGHT OF EMPTY CYLINDER ABOVE FLOOR = 3931. lb 1783 . kg WEIGHT OF ROOF = 0. lb 0. kg SNOW (LIVE) LOAD e 0 . lb 0 . kg WEIGHT OF CONTENTS = 269588 ·. lb 122283. kg FOUNDATION WEIGHT = 25849. lb 11725 . kg TOTAL WEIGHT ON FOOTING = 299369. lb 135791. kg WINO SHEAR AT TOP OF FOOTING = 1202. lb 5347. N WIND MOMENT AT TOP OF FOOTING = I0124. ft -lb 14 . kN-m SEISMIC SHEAR AT TOP OF FOOTING = 0. lb 0. N SEISMIC MOMENT AT TOP OF FOOTING = o·. ft-lb 0. kN -m .. • DOCUMENT NUMBER: 5015074 -010 TITLE: TANK CALCULATIONS Page 3 HOOP STRESS ANALYSIS --------------------------STRESS -PSI ---------------------------COURSE DEPTH PRESS NET ALLOW HOLE ALLOW BOLT ALLOW FT PSI TENS TENS BEAR BEAR SHEAR SHEAR 1 3.7 1.6 3178. 18000. 9869. 40500. 2010. 18163. 2 8.2 3.6 7151. 18000. 22205. 40500. 4524. 18163. 3 12.8 5.6 11124. 18000. 34542. 40500. 7037. 18163. FND 14.3 6.2 6782. 30000. 9815 . 67500. 3299. 18163. AXIAL STRESS ANALYSIS ------------------STRESS -PSI ------------------- COURSE AXIAL ALLOW HOLE ALLOW BOLT ALLOW COMP COMP BEAR BEAR SHEAR SHEAR 1 19. 1331. 189. 40500. 38. 18163. 2 38. 1331. 377. 40500. 77. 18163. 3 56 . 1331. 566. 40500. 115. 18163. FNO 40. 2163. 405. 67500. 136. 18163. . : DOCUMENT NUMBER: 5015074 -010 TITLE: TANK CALCULATIONS Page 4 WIND STRESS ANAlYSIS --------------------------STRESS -PSI --------------------------- COURSE AXIAL WIND TOTAL ALLOW HOLE ALLOW BOLT ALLOW COMP BEND COMP COMP BEAR BEAR SHEAR SHEAR 1 19. 3. 22. 1774. 218 . 54000. 44. 24217. 2 38. 12. 49. 1774. 493. 54000. . 101. 24217. 3 56. 26. 82. 1774 . 826. 54000. 168. 24217. FND 40. 19. 60. 2884 . 599. 90000. 201. 24217. ... DOCUMENT NUMBER: 5015074 -011 REL.: 1 TITLE: TANK GENERAL NOTES TANK DESIGN SPECIFICATIONS This tank is designed in accordance with the 1989 AISC Specification for Structural Steel Buildings -Allowable Stress Design. COATINGS SPECIFICATIONS Coatings used on components of th1s tank are in compliance with the appropriate sections of AWWA Standard 0103. STRUCTURE BOLT SPECIFICATIONS . Structure bolts are as defined in . AWWA Standard 0103 Sect. 2.2.1. All bolts are 1/2"-13 UNC-2A thread, carbon steel, zinc plated, and have the following minimum tensile strengths. A. 1" long 74 KSI 510 MPa B. 1-.1/4" long and longer 150 KSI 1034 MPa APPURTENANCE AND PIPING ORIENTATION Orientat i on of all appurtenances and piping connections shall be established in the field. THROUGH-THE -SHEET PENETRATIONS All openings through the tank side wall greater than 4 inches (102mm) in diameter shall be reinforced in accordance with AWWA 0103, Section 3.11 . All openings through sheets having less than 24 inches (610 mm) between horizontal bolt lines , or having less than 24 inches (610 mm) of available sheet space from the floor surface up to the first horizontal bolt line shall not exceed a diameter of 4 inches (102 mm). These openings of 4 inches (102 mm) and less shall be reinforced in accordance with AWWA 0103, Section 3.11 . .. · DOCUMENT NUMBER: 5015074 -011 REL.: 1 TITLE: TANK GENERAL NOTES PAGE 2 CATHODIC PROTECTION SPECIFICATIONS This tank is equipped with a cathodic protection system. This system is designed to protect the items described :below. Entire submerged portion of tank sidewall and floor area including appurtenances supplied by the tank manufacturer. Submerged uncoated metal objects not supplied by the tank manufacturer totaling: 0.0 sq. ft. Submerged coated metal objects not supplied by the tank manufacturer totaling: 0.0 sq. ft. This system is suitable for use in liquid having a resistivity of 500 ohm-centimeters. Field verification of resistivity limits is required after the tank is placed into service. · The performance of the cathodic protection system may be adversely affected if the system is operated outside the resisitivity limits above. · The presence of submerged uncoated metallic items, for which cathodic protection has not been provided by the tank supplier, may also adversely affect the performance of the cathodic protection system. Electrical isolation and/or the determination of the cathodic protection requirements for such submerged items shall be the responsibility of the owner or the owner's designated agent .. Tank warranty issues may also be affected. For further information, refer to the instructions provided with the cathodic protection system. ... DOCUMENT NUMBER: 5015074 -011 REL.: 1 TITLE: TANK GENERAL NOTES PAGE 3 FLANGE MOUNT TANK INSTALLATION INSTRUCTIONS FOR SCAFFOLD BUILT STRUCTURES 1. Locate center of slab. 2. Scribe a circle with chalk to the diameter of the tank. 3. Check flatness of the slab every 5 feet along the ~cribed circle. Mark and number the locations checked with chalk. Record the rod rea~ing for each location. Study the readings and determine the difference between the highest reading and the lowest r eading. If the difference between the highest reading and the lowest reading exceeds 1/2", it will be neces s ary to grind the high spot(s) down to be no more than 1/2" greater than the lowest spot. 4. Attach flange mount angles to sheets using proper bolts, sealer, ect .. 5. Place a sheet assembly on the slab, starting at the highest spot on the perimeter. Bolt the second sheet assembly to the first sheet assembly ..•. (sealer, proper bolts, ect). · · 6. Using a joint expander, stretch the vertical seam to assure that all bolts are in bearing. Tighten the bolts securing the second sheet assembly to the first sheet assembly. 7. Continue to install sheet assemblies in the manner above. 8 . When the last sheet assembly is put in place, it must bolt to the first sheet assembly. If the space is too long or too short, adjust the ring of sheet assembl i es accordingly. 9. Level all sheet assemblies around with shims supplied. Lift the foundation sheet assembly slightly , clean concrete floor in the "sealing area" and apply primer to concrete. 10. Apply sealer to the "sealing area". 11. Lower sheet assembly until it is resting on shims or the concrete slab. 12. Drill 1/2" dia . holes for 1/2" dia . ·anchors · through sealer to a min. depth of 3.5" using the holes in the angle as template . (28 holes total). 13. Clean holes and place anchors. (follow mfg .. instructions) 14 . Secure with washers and nuts . 15 . Torque nuts to a maximum of 65 ft-lbs . 16. Install next course of sheets. 17 . Continue building until all sheets are in place . 18. Apply a fillet of sealer to the floor and wall of the tank (inside). Fillet should extend up the wall approx. 2", and inward on the floor a similar distance. DOCUMENT NUMBER : 5015074 -012 REL.: 1 TITLE: TANK FASTENER SCHEDULE STRUCTURE BOLT QUANTITIES AT (H)ORIZONTAL & (V)ERTICAL SEAMS THRU THE SHEET FASTENERS TRUSS FASTENERS BOLT LENGTHS: 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/4" 1 1/4" 2 1/4" 3" (mm) : 25.40 31.75 38 .10 44.45 50.80 57 .15 31 .75 57.15 76.20 c.s. c.s. c.s. SEAM Wide H 1 0 154 28 0 0 0 0 0 0 SEAM . v 1 175 0 0 0 0 0 0 0 0 SEAM Wide H 2 154 0 0 0 0 0 0 0 0 SEAM v 2 . 175 0 0 0 0 0 0 0 0 SEAM Wide H 3 140 14 0 0 0 0 0 0 0 SEAM v 3 175 0 0 0 0 0 0 0 0 SEAM Fnd . H 4 140 14 0 0 0 0 0 0 0 'TOTALS : I 959 182 28 0 0 0 0 0 0 DOCUMENT NUMBER: 5015074 -013 REL.: 1 TITLE: TANK SCHEMATIC NOTE: All BRACKETS LOCATED AT TOP OF SPECIFIED RING RING I SHEET THICK. BRKT. TYPE QTY. #####ll#l#ll#ll#l#l#####llllll##l#llll##l#ll#ll#ll##llll# Inside angle at top ring. Use tapered spacer at top horizontal seam RING#: 1.... .080 ............... NONE ....... 0 RING II: 2.... .080 ............... NONE ....... 0 RING#: 3.... .080 ............... NONE ........ 0 FNO. : .132 ............... NONE ....... 0 .I DOCUMENT NUMBER: 5015074 -014 REL.: I TITLE: TANK PARTS LIST PAGE I NOTE: Tank color -FOREST GREEN (Exterior only) 2015 FLANGE MOUNT SLURRYSTORE ITEM QTY. PART NO. DESCRIPTION 1 5015074-001 TANK ASSEMBLY 1 1 5015074-002 FOUNDATION ASSEMBLY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 7 258898 -020 STIFFENER ANGLE 28 7 258899 -002 SPLICE ANGLE 29 7 084373-000 TAPERED SPACER 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 959 262000 -001 STRUCTURE BOLT, 1", BLACK 46 182 262000-002 STRUCTURE BOLT, 1 1/4", BLACK 47 28 262000 -003 STRUCTURE BOLT, 1 1/2", BLACK 48 49 50 51 ./ DOCUMENT NUMBER: 5015074 -014 REL.: 1 DESCRIPTION TITLE: TANK PARTS LIST PAGE 2 ITEM QTY. 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 1169 1169 9 3 2 1 1 1 21 PART NO. 252275-000 WASHER, 1/2" 262416-001 HEX . NUT, 1/2" HDZ 254672-203 SEALER 79, 20 oz POUCHES 264913-000 BUSS BAR 265390-200 CATHODIC PROT. SYSTEM -ZINC 262547-000 DECAL KIT 262548-000 LITERATURE PACKAGE 261585-000 NAMEPLATE 256047KOOOO SHEll SHEET, .080" 21'-o· 6400 mm FOUNDATION NOM. OUTSIDE DIA. -1\.-19'- 7 3/16• ..:.T;..:'A:..:.NK:..:.....;N:.;.;O=.:M.:.:.:·:.....:D.:..IA::.:...· -----------1 5973 mm 2 1/ 2. 6J mm s· 126 mm • FOUNDATION SHEET (7) REQUIRED SEAL INSIDE OF TANK WITH SEALER I J" (76 mm) j+-----~~m;~ GRAVEL BACKFlLL FLOOR REINFORCING STEEL UNDISTURBED EARTH • FOUNDATION ANGLE ( 1) PER SHEET 1/2• ANCHOR BOLT (4) PER SHEET TIE BARS __ ___, ( 4) PER SHEET FOOTING CIRCUMFERENTIAL REBARS (4) RINGS b.• •.• 6 A • • • 6 NOTES: 1. THIS DRAWING IS NOT TO SCALE. 2 •. ITEMS INDICATED • TO BE SUPPLIED BY THE TANK MANUFACTURER . SEE • ESPC PARTS SPECIFICATIONS CHART ON THIS DRAWING. J. SEE ' DOCUMENT -022 FOR REINFORCEMENT STEEL SCHEDULE. 1• (25 mm) CHAMFER OR ROUND WITH EDGING TOOL FLOOR CIRCUMFERENTIAL REBAR (2) RINGS 4. 102 mm ---11--1--2-3/8. 60 mm 9 .. 229 mm 12. J05 mm 12 .. MIN . 305 mm 380 mm . SECTION THROUGH FOOTING REl. DESCRIP'TlON Rt:l PER WIP S01S074 1 10/09/01 FOUNDATION IN . 2-1/2 X J X 1/4 ANGUS ENGINEEFIEC B'T'OF=IAGE F'ROOUCTS CotvtF'ANY DO<.Ill!. ~ '"' •a CONF'IOENTlAL 1MI5 OM-15 '1'4[ l'l'('f'I!I[T'""' PtOOPti!TY OT ~ STM.oalt PIIOOUCT'S OOWIHT -~II[~~""~- 130'C OOO"tM»<T • :roo I oiU. IIIOim IIDUMD FIL£: 50150748 DRAWN 8Y TAl< ~TE 10/09/01 20' SLURRYSTORE sz 0 SUPER SOILS SYSTEM USA, INC. BEAUTANCUS, NC DRWO NO . 5015074-002 Tank Foundation Design TANK DESIGNATION: Tank Diameter(ft): Contents Height (ft): Slab Thickness (in): Slab O.D. (ft): Foundation Depth (in): Footer Depth (in): Footer Width (in): Allowable soil pressure (psf) Wind· Moment (ft-lb): Seismic Moment (ft-lb): Weight of Tank (lbs): Weight of Roof (lbs): Snow Load (pst): RESULTS: Soil pressure under dead and live load = Dead load plus wind moment = Dead load minus wind moment= Shear stress at inside of footer = F.S .Overturning -Seismic w/45° line: F.S. Overturning -Seismic (A WW A): F.S. Overturning-Wind: A, -foundation (both ways) layer at mid-height: As -Curb Steel: As -footer bottom layer: A 5 -hoop steel: A.-vertical tie bars ( 2 legs): Weight of steel in tie bars: Weight offoundation: Volume offoundation: Weight of footer: Volume of footer: 5015074 19.58 14.35 5 21.00 9 12 15 2000 10,124 0 3,931 0 0 867 psf 879 psf 889 psf 22 psi N/A N/A 42.54 0.11 0.40 0.40 0.07 0.27 129 25,920 <== <== <== >== sq.in./ft sq.in. sq.in. sq.in. sq.in./ft lbs lbs 180 cf 11,170 lbs 78 cf Engineer: SH Design per: Tank Type: Self or Center Supported Roof: Specific Gravity of Contents: Subgrade Modulus -ks (pci): Coeff. Active press ure -K.: Concrete strength -f c (psi): Yield strength of steel-fy (ksi): 2000 psf (Allowable) 2667 psf (4/3 • Allowable) No Uplift 93 psi Shear Strength 1.5 Required [# 3@ 12" o.c.] [2-# 4] [2-# 4] [2-# 4] [# 4@ 17.5" o.c.] Self I 0 /8/01 ACI318 Anchored 1.00 60 0.3 3000 60 .: DOCUMENT NUMBER:5015074 -021 REL.: 1 TITlE: FND. GENERAl NOTES PAGE 1 Minimum guidelines and specifications are given below. The owner or the owner's designated agent may amend or modify these guidelines and specifications, but in no case shall the requirements be less than those given below. SITEWORK 1. Clear the site of all vegetation, organic materials, rubbish, debris, and other foreign or objectionable materials above the ground surface. Remove all stumps, . large roots, buried logs, and other objectionable materials below the ground surface. 2. Soil beneath the. entire tank shall have a m1n1mum bearing capacity of 2000 PSF ( 95760 Pa) and shall be suitable in all respects to properly support the tank as determined by a qualified professional retained by the owner or the owner's designated agent. 3. Compact the subsoil to site specifications. 4. Orientation of connecting piping shall be established in the field. 5. Place all undergrqund piping. Backfill and compact to site s pecifications . Inlet/outlet piping may penetrate ring walls provided the hole size is less.than or equal to one half the wall height; all details of reinforcement cushioning needs, thrust blocks, and encasement shall be provi~ed by others. Otherwise, all piping must pass beneath the footing unless the footing/foundation system has been designed and fully detailed by others to accomodate both a pipe passing through it and the proper transfer of tank loads to the s upporting soil. 6. If conditions exist which r equire footing and/or floor design details differing from those shown on the drawings herein ,such new design and details shall be provided by the owner or the owners's designated agent. Engineered Storage Products Company can not show details on its drawings other than those derived as a result of the design efforts of its own Engineering Department. •I DOCUMENT NUMBER: 5015074 -021 REL.: 1 TITLE: FND. GENERAL NOTES PAGE 2 CONCRETE WORK Concrete work shall conform to the requirements of ACI 301 -99, Specifications for Structural Concrete, except as modified by the supplemental requirements noted below. 1 . Concrete shall attain an ultimate 28 day compressive strength of 3000 PSI ( 20684 KPa). 2. Reinforcing bars shall conform to ASTM A615, grad~ 60. Welding of bars is not permitted . Field bending of partially embedded reinforcing bars shall conform to Section 3.3.2.8 . 3. Cement ·sha 11 conform to ASTM C150, Type I or Type II with air entraining admixture per ASTM C260 added at the mi xer to achieve 4-6% by volume of entrained air at the point of concrete placement . 4. Maximum aggregate size shall be 1 1/2" (38 mm). Fine and coarse aggregate shall conform to ASTM C33 with the restrictions on reactive materials specified in paragraphs 7.3 and 11.2 applying. 5 . Ready mixed concrete shall conform to ASTM C94, Option A. The supplier .shall be responsible for determining the proportions used in the concrete mix. 6. Earth cuts may be used as formwork for footings only, prov i ded the footing depth does not exceed 48" (1219 mm). 7. Finished surfaces A. Rough form finish is acceptable for vertical surfaces . B. Floated finish is required for the floor surface. 8. The following sections of ACI 301-99 do not apply : 6 -Architectural Concrete 7-lightweight Concrete 8 -Mass Concrete 9 -Prestressed Concrete 10 -Shrinkage-compensa.ting Concrete DOCUMENT NUMBER: 5015074 -022 REL.: 1 TITLE: FND. CONST. MATERIAL SCHED. PAGE 1 THESE MATERIALS ARE TO BE FURNISHED BY THE BUILDER~ QUANTITIES ARE ESTIMATED. THE TOTAL REBAR REQUIREMENTS MUST BE CALCULATED AND WILL DEPEND UPON THE NUMBER OF SPLICES. CHANGING THE FLOOR OR FOOTING DESIGN, FROM WHAT IS CALLED OUT IN THIS SUBMITTAL, MAY AFFECT THE REBAR AND SPLICE REQUIREMENTS. FLOOR MATERIAL REQUIREMENTS CIRCUMFERENTIAL REBAR IN FLOOR- I. SIZE OF REBAR: 2. TOTAL REBAR QTY . WITHOUT SPLICE: 3. SPLICE LENGTH : FLOOR REBAR- I. SIZE OF REBAR: · 2. ON CENTER BOTH WAYS DIM.: 3. TOTAL REBAR QTY. WITHOUT SPLICE: 4. SPLICE LENGTH: CONCRETE IN FLOOR- I. PER 5. " DEPTH (127 .0 nun) # 4 { .668 lbs/ft) 123 ft. 22 in . # 3 { .376 lbs/ft) 12 .0 in. 602 ft. 16 in. 6.6 cu. yds. 3750I mm 559 nun . 304. 8 1IUII . 183580 nun 406 nun 5.1 m3 . .J • ; DOCUMENT NUMBER: 5015074 -022 REL.: 1 TITLE: FND. CONST . MATERIAL SCHED. PAGE 2 THESE MATERIALS ARE TO BE FURNISHED BY THE BUILDER. QUANTITIES ARE ESTIMATED. THE TOTAL REBAR REQUIREMENTS MUST BE CALCULATED AND WILL DEPEND UPON THE NUMBER OF SPLICES. CHANGING THE FLOOR OR FOOTING DESIGN, FROM WHAT IS CALLED OUT IN THIS SUBMITTAL, MAY AFFECT THE REBAR AND SPLICE REQUIREMENTS. FOOTING MATERIAL REQUIREMENTS CIRCUMFERENTIAL FOOTING REBAR- I. QTY. REBAR: 4 2. SIZE OF REBAR: # 4 ( .668 lbs/ft) 3. TOTAL REBAR QTY. WITHOUT SPLICE: 248 ft. 75647 mm 4. SPLICE LENGTH: 22 in. 559 mm FOOTING TIE BARS- I. QTY. OF REBARS (PER SHEET): 4 2. SIZE OF REBAR: # 4 ( .668 lbs/ft) 3. TOTAL REBAR QTY.: 145 ft. 44196 mm CONCRETE IN FOOTING- I. PER 1 " DEPTH (25.4 mm) .2 cu. yds. .2m3 GRAVEL- l . PER 3. " DEPTH ( 76.2 mm) 2.5 cu. yds. 1.9 m3 . •I DOCUMENT NUMBER : 5015074 -023 REl.: 1 TITLE: FOUNDATION PARTS LIST NOTE: Tan~ color -FOREST GREEN {Exterior only) 2015 FLA~GE MOUNT SLURRYSTORE ITEM QTY. PART NO. DESCRIPTION 1 5015074 002 FLG MT FOUNDATION ASSEMBLY 1 7 261712-1200 . i320" FNO. SHT . 2 7 264863-020 FOUNDATION ANGLE 3 7 264874 -002 SPliCE ANGLE 4 7 261067-000 TAPERED SPACER 5 6 7 264846-000 SEAL PLATE 7 8 9 10 11 12 13 14 15 16 17 18 44 254672-203 SEALER 79, 20 oz POUCHES 19 20 21 22 1 265607-000 SIKAFLEX PRIMER 23 24 28 257181-005 1/2" CONCRETE ANCHOR 25 26 84 017805-000 SHIM, 1/ 16" 27 56 017805-001 SHIM, 1/811 28 29 30 31 32 33 34 35 36 37 126 262000-001 STRUCTURE BOLT 1", BLACK 38 126 262000 -002 STRUCTURE BOLT 1 1/4", BLACK 39 28 262000 -003 STRUCTURE BOLT 1 1/2", BLACK 40 41 280 262416-001 HEX NUT, 1/2" HDZ 42 280 252275 WASHER, 1/2" .. . ~· DOCUMENT NUMBER: 5015074 -024 REL.: 1 TITLE: FND. BOLT FASTENER SCHED. FOUNDATION BOLTS FASTENER SCHEDULE . (in) 1 1 1/4 I I/2 I 3/4 ANCHOR RODS (mm) 25.40 31.75 38.10 44.45 VERTICAL 126 0 0 0 HORIZONTAL 0 126 28 0 ·--~ RECEI\If:=O JUL 02 2liB Activated Sludge Settling Tank & Phosphorus Settling Tank ··~· ' ·' ~ /J/;1, All. 8-$ .I Ill L fk:IJ F'Y.feJN' .:(~2~ 47~--tit.&./ 1' -@] '4 ... <1. i== ~= L .. ! -. c ·· . . [.~ . .-:.. .... C:> <._;) ~---------4.4'C.DI,......-------..... 2')C12'x1/2' CIS PLAT£ ----------13'-6'---------.....J ' SC H -40 '1,S9 I 4, Z'60 RECEIVED I DENR /DWQ AQUIFJ:R·PRI)TFr.TI()N SF:CTION MAY 15 2009 Homogenization Tank Mixer RECEI\IF.O JUL 02 2009 ~A P R. 8.2009 3:0l~~NI;.TJ&J WHUlt ~ALt r . I' Pump performance curves AFP 08411-60 ~z o~~ ···-.... 1 Ralaan£11 QIIW 1 MP08411-~---:~~=1-::--····-· -~---~~~---.. _~_ . 1B&S rpll'l 2008-01-_115 ___ -4 _ .. , ....... -i~~---'Hi>~ 5111 .7"' • 9.1ft ~::~~;~~---·=.~- :-~~ ···-·-Head .... Rata~~----- ' 301 UB g,p.m. , 25.2 ft 3.21 hp H llftl ..... .. ~ lrt~- . '"' .. ~ !"'... ~ .... ,............._ ..... "' ::::::.... I u .. .... M.~ ............. -~ ~"-...... 1 . .......... 1" ~ I .. • i ; lrwi IIPSH ·co: ~. 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J' abs EJ W-360HZ 200gprn @ 36' TOH • Hand Wri tt~ Spec r-·-· ::--·-··-·-----· --·------... -. ~-10-.~~--··-------l .... ·----: a "~ ..... ... "' "" ' "' ..... -..... "" ... ... ~ : -" ---I': -~ u ' --" --"' .... 1\. A -· .. ' ~ ' 1 '1;oiOX/1 ~ 1 1 I u= ,~: --. 0 50'. 100 180 . 2» u.; 'i ~ J50 coo .. ~ ai18e....-.J ··-..... _, ...... -··-·~ .... _ ... _ .. ·--· ·--····-· ·---- l .. _____ -------···--· ·-__ L --· ·--.... -..... ···----·· . ···-··· .. ··--· ··--···-' ~r lA PR. 8. 2009 3: 03PM'4Nr;T J&J W HULt~A lt r . 'i' -·----·· .. ·-·-·-·-~----~ .. -····· r;·· ·-···-------, ::....L..-:::: Pump performance curves ~'::.__ ___ . ci&D · EJ W-3 60HZ RefensncuJW • ---··• I ~::::.-.~ EJ W-3 j -···---· -·-_ ... -__ j __ . ____ .. ______ ~---y-~··---. ~ ·- 13" • .L ri:~~~~~:;;~~---T w~~;·.~tib.· ·--·----·----~=~---· ' ~~1-,;· ·--~--~ --i'"""-m-· --rRad~----·-·---r-~~ . 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' ·---·-··--.. --· ·--·· Pump performance curves ~IM'IIber __ __,I~~ -~-3 SOH~--­ ... ---~~ .. ~--·-.. _ .. _-~~---·· RGelf qll8l OlD ~ 1705 IJI"I . 200&-01-18 ---·;·~~----,;p&H·---------1 -'••-..; ... H .... -: .A r--.... -........ .... ... ~ .. ~ '""' -.......... -·-...... r--.. -· -........... ~ ! . ... . I ~ 82 ....... --~ .... -I ~ --. '~ -~ ' i ~ D ['.... ' ....... 1 --1- 1 1'" ,. . .. • w I 2 '"1 IU ·i .. ': 5.v .R . j 3.~~ -1 2."'-.. : ,, . 1 o~ ; j_ 6..UG "'"3 0 .. o ID 1ZD 1~ 200 240 zio 3211 SID 410 4-40 <180 Q (U& f.JI.IIL] , . . . . WITHOUT R..OW RING • 2" MAST \,~·· f6 1/4 15/16 ----23 1.5/16 ___ ... ----2t '/8--- ,_.........._ 25 3/4 ---. 20 J/8 M RW..._ (L88) 108 ,. c:t.n ..... lllldmuln UIIMIII•I811DCMewe wrtallrl ... .-.·.· ... -·'· 112 .. :.• ... ·· . ' •' ., ... RECEIVED I DENR I DWO AQUII=~R'PROTH~TI()N SF.CTION MAY 15 2009 Separator & Controls RECEI\/EO JUL 02 2009 I , • t ·o murnier yen . Lowodors Low speed, . Little main ·Low power Smaller v.,.._ ••• (l.~ t~.U4ti !X. PRINCIPLE OF OPERATION Sludge is fed at low pressure into a space between-two parallel filtering elements. The new CV-Optimumrrnpress The Foumier CV-Optimum Rotary Dewatering Press is the latest development in the 20-year historyof the technology. WJMer of the 2002 WEF Innovative Technology Award, this Canadian invention has UJ'ldergone several upgrcades over the years. From the first version. involving a large shaft- mounted gear unit. large support bearings and base, the unils are now manufadured with a 36. diameter dewatering channel that far outperforms earlier versions. A single-width channel has now proven able to dewater ALL varieties of sludge, allowing a single machine to be used anywhere, without physical modifications. As the free water comes away from the sludge, solids accumulate in the Wrth more than 140 units instaUed and running in channel until enough pressure is generated against the outlet gate. over a dozen countlres, the Fournier Rotary Press The filtering element's slow speed rotation generates enough back pressure todewaterthe remaining solids and extrude a dry cake. Low maintenance, low power consumption and reduced polymer useage translate into lower operating oosts . is the market leader in its category. A dedicated team of more than 130 employees approaches each new year as a challenge, charged with finding new ways to improve the current model without increasing costs. A large parts inventory is maintained for All previous models of Rotary Press. ensuring that customers who enjoy their own model year can rest assured they wiD always be able to obtain replacements parts. Retro-fit kits are available for those customers wishing to opgrada their unit io the newest technology available. Pair of 6-channel units, clw shaftless saew conveyors l SPECIFICATIONS IIODB.., IIODB. DEWAlBIIIIG ,. ...... , waarT .,... ... AJfEII; ~ HP(ICw) aw..L ~ .,..,,.,., A .. c MOanOCIDC¥ 1 l&flllll) 111,8(1.110) 7U(11115) 72./J(tGD) 4Q$(111:11) 4B(2Ql8) 5.0 Cl-7) ~1121111CV 2 311 (IIIII) 21.SC2.DO) 77,5 (11118) 72.0(1130) 8U(1&CI) llll7p8M) 7.5 cs,e) ._,. IC'f 3 a(IIIID) liU4lUII) 'l"'U»cman 72./J (1130) 8UcniD) ... ...,. 1DJ)(7,5) .aoa.MO IIDDB. DaiAlBIDIG ~) WEIIItfT IICmiR AREA Ull(llgt HP(Kir) CIIAIIIIB. ~) Pl"(m') A .. c UOG'Ja!ll CV .. 311(SICII) 4114.00) 111,3(23211) 7!5,4 (11115) 101,8 (25110) 12377 (SIII14) 15.0(11,1) 5«<IIISSIIIIICV 5 36(SIQO) S:U(S,DD) 112,8(2358) 75.4(11115) 123.0Pl241 14 581 (1&14) 2ll.ll (15.01 IICMOXCY II 31 (llQO) 114.6 (11,110) 82.11 (23511) 75,4 (1115) 144,4 p&li8) tami(JSM) 2D,O(U.D) 'V~BlE ACCORDING TO IHS11.UA TlONS ··l /22/.2004 U:%8 TLC 1 4115 4Z-' , .. ov ~ -SDEDul£ 80 P\C flit PU.NER -501Dl.£ 10 ss Rlf SUJDC( -DDniD U&IIIPIIESOO SLFflT .BY 01tOS. ·Drawing I · J)...C-23694 . (1st Part} · -tM£ sao aiMl!llNOT g.m. r--::--~ \ I \ I \ . ./ \..../ .IAUU~aA.a..,._ • -_. ... _ ---· I .. .J%{2~/2004 14: Z9 1l£ 1 41& 423 7l6ti ·,..---··· ---~-- PlC PMB. fll' a flllf J1: tr IIIlA 12 (Ra IIDIIRfD) O.caa~~tr ... ~-.. -·-..---mo == -- -.E ........ • • lc:a.tiMMIIJ+aD I .. • ~---I • _. ...... -• I _., • I -• I ..... • I • I fU!'Ia ... .10 HP I I I • I • "I • 2 HP I • I I • • I • • I I I • I I I I ... ----J .. I -I -' i • .... • ..._ • t .I • 10 HP I ..... • I I I • t 2 HP • • • I I t • I I -: ..-..a 0'1-.o ...•• r:r . 5-.-CBSD-. H H •....: AI. QII&E ltll£ ....... ,_ ISWIID 8r ,_ tbl&'r ... liE-.... c.!) Dravtag I ··B:...t-23695 (1st Part) I 1.5 ·-=m ,..... . .. . ..__ RW- • RECEIVED JUL02mJ Lift Station & Separated water Pump (To Separated Water Tank) -· 451 Webb Road Dunn. North Caror'II"'O 28335 {910) 892-6411 FAX (910) 892-4894 Web Site: www.c:arolinapn•ccm.com DAlE: FEB. 15. 1999 DRAWING No: MH-4STD ALTERNATE SLAB TOP GENERAL NOTES: . 1. MANHOl£ DEsiGN SPECIFICAnONS CONroaM TO UTEST ASTV C478 SPEaflCATJONS FOR •Pfn:CAST RDNFORCED CONCRETE WANHOLE SEcnQ~ AND HCDOT. 2. CONCRETE COWPRES'SIVE srRENGTM 4.000 PSI MIN. 3. STEEL REJHFORQNG . DESIGNED TO CONfORW TO THE REQUIREMENTS Of ASlW C4711 AND SHALL unUZE GRADE 60 R£-BARS CONFORMING 10 THE REQUIRDCENTS OF ASTW A61S OR WWF CONF'ORtoiiNG TO THE REOUIREWDn'S Of ASTW A185 OR DRAWN WIRE CONFORMING TO THE REQUIREY£NTS Of A82 OR A COWBINAllON THEREOf. 4:. ADDITIONAL REIMFORQNG AT OPDDIGS.. S. DESIGNED FCR H-20 LOADING. · 6. sn:PS SHAU. at STEEL REINFORCED COPOLYMER POLYPROP'tl.ENE AND III£ET lHE REQUIRDIENTS OF ASN cna. SEE 1YPICAL STEP DETAIL. 7. CONlltACTOR TO ADJUST TO GRADE AS REQUIRED . 4• GRADE RINGS TO BE SUPPU£D BY C.P.C. OR TO BE F1D.D ADJUSTED, USING APPROVED WETHODS, B'l CONTRACTOR. 8. PIPE PENETRAllON TO BE AS PER JOB REQUIRDIENTS. PIPE TO BE INSfAU..£1) BY CONlliACTOR. SEE TYPICAL MANHOLE PIPE CONNECTION DETAIL. 9. CAST IRON RING AND COVER TO BE "AS PER SPECIFICAllONS, SUPPUm B'l DTHER c_p.c . OR CUSTOIIIER. 10. JOINTS TO at SEALED WITH PR£F'ORWED BUTYL RUBBER JOINT SEAlANT W£ET1NG REQUIRDIENTS Of ASTM C990. SEE TYPICAL WAHHOU: SECTION .IOINT DETAIL ~, - LitueGIAN'r Magnum Series Sewage Ejector Pump 205 SERIES For residential, commercial, industrial and agricultural use . The Model 20S Series sewage ejector pumps handle liquids and sol ids up to 2" in diameter. Pumps feature 3" FNPT discharge with a maximum head of77', heavy-duty cast iron construction and stainless steel ·hardware. Features • Handles liquids and solid waste materials up. to 2" diameter. il Cast iron pump housing with protective epoxy coating for corrosion resistance II Oil-filled motor housing for lifetime lubrication and rapid heat dissipation B Stainless steel screws, bolts and seal assembly II Mechanical seal (stainless steel spring, nitrile parts, carbon and ceramic faces) for long life and reliability • 2 HP ball bearing motor a Exclusion seal • Thennal overload protection on single phase units II Capacitor and power cord isolated from oil-filled motor housing for ease of field maintenance · Bl Brass impeller Carbon and Ceramic Face Seal Dynamically Balanced Brass Impeller All Cast Iron Construction with Protective Baked-On Epoxy Colsting to Resist Corrosion Exclusi on Seal to Protect Mechanical Seal 206 SERIES ~---------1~--------~ 18.• 11.42 Specifications lllodel Disdl. sa MoCor Pertonnance (GPid@tteadl Slmlllll Coni Welgld lllmemlons Ro. l!mll!9; l.lsllnU[!} {f!l, jn.) HP . ~tl !!r. !'.!!. &!:!1!1 !!f!! II!: m: H: •• ~ §! R. t.h L.enatb (II,) l!!!s.l H1 ~~ !£1!!!.) 205-CIM S2010Jl UUCSA 3"FNPT 2 20812.~ 60 1 18.0 2900 205 158 140 115 90 70 77 33.3 20 96 19.1x13.0 18.42 205-CIM 520125 UlJCSA 3" FNPT 2 200.208 60 3" 14 .5 3100 205 168 140 115 90 70 77 33.3 20 96 19.1 X 13.0 X 8.42 20S-CIM 520150 UUCSA 3"FNPT 2 230 60 3* 12.6 3100 205 168 140 115 90 70 17 33.3 20 96 19.1x 13.0 18.42 205-CIM 520175 Ul.ICSA 3"FHPT 2 460 60 3* 6.1 3200 205 168 140 115 90 70 77 33.3 20 96 19.1 X 13.018.42 CoiUinuous Duly Rated-"IJI!e Giant wastewater 11J1111S are rated cortinuous duly as long as tlley m nr1 wthin the p!illislled l1lings tor ~e ~. • *3 phase P1J1T41S require control pall!l 80 70 60 20 10 0 --·- r-...... ........... ~ ... ......... .......... -\ " !'.. -........ ~ - I I 0 20 ~ 60 80 1~1201~160180~ FLOW • GALLONS/MINUTE PUMP PERFORMANCE CURVE 230V 60HZ www.LittleGiantPump.com Construction Cover Motor Housing Impeller Material Impeller Type Volute Power Cord Mechanical Shaft Seal Fasteners Shaft Bearings Epoxy-<:Oated cast iron Epa~ cast iron Red brass Non-clog Epoxy-coated cast iron 14/3,SOW Carbon/Ceramic Stainless steel Stainless steel Upper and lower ball bearings Little GIANT. PO Box 12010 • Oldahotn11 City, OK 73157 Phone: 800.701.7894 • Fax: 800.701.8046 E-mail: ciiStDmCfSCIVice@l inlcgiantcom Form 995212-07/2006 ...... - Controls/Alarm Systems 3 p ··HASE SIMPLEX ALARM SYSTEM & PUMP CONTROL General Description Applications • Lift pump chambers • Sump pmnp basins • Holding tanks • Sewage and wa1er removal systems Features • Controls the pump and wams of high liquid levels • Easy to install • 1bennoplastic endosme • HOA switch allows for "Hand"' (manual), "'fr' or "Automa1ic" operation ! ·.n • Alann ON/OFF swi1i:b OODtrols power to the float circuiby; this and the pump HOA switch provide an additional safety r~ wbc:oscrncing • Entire unit UL lisk:d and tested by UL to CSA stmdanls Specifif!:ations • NEMA 4X indoor/outdoor waterproof thermoplastic enclosure • Non-oorrosive plastic floaiS for use in liquids up to 140" F • Sensor float cables -18 gauge. 2 conductor (UL, CSA) SJOW, WATER RESISTANT (CPE) The Simplex A1ann System/Pump Control provides residential and commercial customers with a reliable means of controlling a s implex (one pump) system in a water or sewage installation. The system consists of a single control panel and three easily installed sensor floats. · Control Panel Exterior The non-corrosive, indoor and /or outdoor en c losure comes pre-assembled. The panel e x terior features a large red alarm beacon and 83 to 85 dB audible alarm hom. Exterior alarm Test/NormaVSilence Switch allows hom and light to be tested or hom to be s ilenced in an alarm condition. Horn automatically resets once alarm condit ion is cleared. Control Panel Interior The panel interior consists of a heavy-duty motorcontactor and printed circuit board controller. Handy HOA switch allows for either "Hand" (manual), "Off" or u. Automatic" pump opention. A control switch turns off power to the float circuitry. The control switch and the HOAswitcb may be turned off to provide an additional safety feature when servicing. These switches are loeated inside the panel to protect against activation by unauthorized personnel. A multi-tap transformer provides 120V control voltage. Motor protectiveswitch provide adjustable overload protection, short circuit protection and pump disconnect Green "Pump Run• indicator light, alann fuses, a control fuse and alarm and control power indicators.all mounted on circUit board. Easy-to-follow wiring diagram and terminal strip provide for simple installation. · .. \ .• 3 PHASE SIMPLEX ALARM SYSTEM & PUMP CONTROL Engineering Data 13.75 Specifications MIIRt«l. ITBim vtl.lS Hz 312tWI51H17A -. 5132112 2DIW4Q14111 110 312tW181 H17A 513284 ~ Ill 312tH221H17A 5132116 2DIW4Q14111 110 General Installation lnslnlctions I ~ TIID all poMII'SIIIICII bSe ~« ~tisdM:e. · Falin tu un on poillll" c:a*l nsa il Sl!iaDs « 1llllll!llldlk3 shoc:k . ~ . Detc:mUne tbe moUnting Jocatioo for amtm1 panel. Liquid tight cormectors should be used on aU cables eotcring paod. ConduircoDDCic:fljrs, if used, must be sealed. 2 . Check local codes and the scllc:matic for power circuit requirements. On the control pan~ dctcnnine the "powCI' in" location (from tbe building power supply). CAUDON: BE SURE THE POWER SUPPLY VOU'AGE AND PHASE ARE THE SAME AS THE PUMP MOTORS BEING INSTALLED. 3. Determine the location on the c::ontrol panel for tbe pump powCI' cables and float switclJ cables. Dnll holes to fit the type of cable fittings to be used. 4. Attach floats as shown in Typical Inslallation drawing. 5 . Following step-by-step instructions and wiring diagnmt included with panel, complete connections of all cables. 6. Follow "Manual Testing., proa:dun: in instruction rrumual. I«)TE; Lillie Gi;Jnt PIBnp Coqlany annat be I t::iiD1Sil* for damages caused byfdy ornegligllltinstdlllioo a1 tis~ We recomrneDCI flat ~ eng~ge lbe services ala tOCupellllll pbnber, eB:Iril:iln, or quafitied senice person to iriSildl 1his JrO(Iucl In IIXUdiiiiC8 will! national aoo kx:al eledJEal codes. ACCESSOfUES -Some bastlllidluus may reqaire a l1lDis1JI'e.frt jum:tion box 1D house elecbial anations. Model JB70 Junclion Boxes are 111C1l1Tlm111ded. These are available wilh ~qua-tight tOCa let1ui 5. The IIJ»fi!tll tu11eduis are alSO awailab6e sepamety. · www.LittleGiantPump.com f'tiASE 3 3 3 Typical Installation F.LMFS 2.8 -U 5.5-a.o 11.D -16JI I8IJISDCS 0;1.) WEIGHT Ill&.) 15.SH:r11.4l:r7..3W 15.5H.:11.4lx7.3W 15.5th, 1.41..17 .3W srRU. liE.. as ~~ 1'1111' Pll8f1l :x-.ac o\18/1.'1!: CCif'1!DI 2t 2t 2t .,.... I KP-Ii ... JliQ:' 'Vf . :!:-_ :-;i Little Giant Pump Co.·· PO Box 12010 • Ollbboma Oty, OK 73157 PboDe: .co5.9C7.2511 • Fu: ~1550 E-mail: wstomene"icc@Jittlegiaot.com 0 Fam No. 99 5220 • 03/03 r<tCEIVED I DENR I DWQ AOUIA:R'PROTFr.TION ~TION· MAY 15 2009 . RFCEIVED JUL 02 2Im DENA-FAVETTPJIU.F P.~-810NAl f'lFHCF De-Nitrification Tank Mixer APT lA PR. 8. 2009 3: OUt.fii'II;T J&J WHU lt:i Alt . . r. I ' •. ~~s-~....;.,rfonna_1_1 __ n:~;.. ------·-·· i;-· ~-~~-~:] . · __ ·-__ !_~~-----_-_ .. _-_-+---=~:.:-~-=------------' 1 ;._::::~--:;-1~-..,..,0·~. ~1~-~s ·---·. r ~-~~=~------j-._:-C. ---·-r l-·~" 0.00001. .... .-. •. , __ ............. ________ __ ____ . 1&8S flml _____ 2009-01-_1& ___ -4 :-~ ··---HMd ----Ral!d~ . ~~ NPSH hp I -.7 ""'-9.1 ft • 301 UB g.p.m. , 25.2 ft 3.21 ,.. ')I) , _.,.__ ____ , H Ifill -~ ~r-..,_ .-........: .. ~ .• ~ !'.... a a ~ ..... ~ .... -......... b:a.. I .. 24 fW·-.......... -r-..... ,. "' I ......... 1" ~ ·-I . I : ; ...... • :!..,-.: -~ •. L .... 1-~ v i -1 ........... . ----- i ·. :~ : G .... ' P2 ,._ -"·' 3.r. : 1 I :L:. _ .... - 1'1 I I' PA -I""'" --............ -~ -1 4"' :.." ~.....--""" 2..-~ .. - -~; , 1 i , ... 0 40 10 1 0 , () -3-D 2io S:c -.coo 41o 40. 5; !D llliO 600 OlUSfloPAI ~r ~A P R . 8. 2009 3: 02 P M~Nt T J&J W H Ult ~Al t r . L-.. Motor perforrnanc8l curve M28/4W60HZ F/'lqi.IIW:¥ 80Hz ----.. .. .... 1 i ! ... ------------.. --·-------------------~--.. -----·-· ------r=-~~~c ~~~~-~~-··------· .. · r-pcNoet hMcawaar -·· --.,-.. -,.j .,_.-----.-,;-~----.... R:IW--vo-lletle ___ _.!._DieD_ ! 3.76 tip 1885 rpm 4 zsov . : 200941-18 t.s --..... -.. -4----+--·-. ---1------- t.1 1 ·-...... a •"-·---5.8 o.s · ·-.. ·--·--·-···"··----- o.&+---- -----~--2.4 --· -------------......... -·. ...,. ---. 1.8 , Loadin; _______ --No!*·---·------25"------·-·r.·so,.· .. ------.. --75,.----· ---··poo~----· ---·· ·--,25"-------- 1 · P1 lllPl .. · · · 1 . ....-·-· .. · •· ·· · 2. 111 J.· >.~1 .. · ·--·-· • -. .... -· · ·· ··-·+._,. · · · · · -· · · ··' ·u·•-·--·..j ~Al~L ......... --~.035 ----------·--~~!-........ -';" ~:.~-·--·--· .... ~:rs:-.. -·· .... !-~:.:-~ ........ --I -~-.. .. .. elfl!'L_ ·--... . 0 44.31 I 02.15 68.45 ! 70.34 70.87 ~ ·o.ee"~s ·· ···--·. -·0.1278 .. --------T O.B212" -· .... ·a.SIS22 .... '·--;·O.f17ll4 ' ........ --,-0.0387 -·-----... n (I'Pm) 1787 1773 : 1753 1727 11885 i 1800 U[rbfttf ·---..... ·a·------· · · .... -·-·z.78 ----------·-:-·6.152e _______ ·a.a7 _________ i 11.7f--·--·-:-15.4:-:---- ~J~1 ... __ ---· -~-7203 : 1.474 -; 2.~------· .... __ T~._D8 ·IS-.403 111 .09 _ . l ; I • i'ataii'riCe-aaiiOnf'rig tO~E-05~()fi 1':tiW ·to;·n.ticf~·L·--................ J.., ... , ___ ·----- :fjj'~ ...... 1'=~~----------~or~~ .. -·T-----------·-·u·-r .................................. ·-----------i A!lfj;iir;DtNi 'llittiil._..,..._ •• iiii/iaiiii~pnor-~'*fiilniiiii__..IOiliilioarwe~idon·-~Nd ----loBSEL·PRd'~n·,am~?J 1ft lllllllllh8w. Af>r: CA PR. 8. 2009 3: 02 PM'4Ntr J&J WHOL !:.SA l t r. Y EJ W·36DHZ 200gpm @ 36' TDH • Hand Written Spec oo··-·--··-·------1 Tlllnlml tt,dlaJIIc: lnlitiA! ,---~--"--··---··-· -·-.. -·--··-· t'lll. "'"': -. ::: ! -y "'-"-......... .... ·-"" ' ~~ ..... ~ ----= ~ ... -~ : ..... -~ ... ~ ~ I' ... "' ~ ""' ~ ~ I _,. " 2"' ... r\. -" ..... -~ -" 1.: ··: ,-~ 1- 1 ' 12 '"' - -. ~ -j 0 50 100 1sa 2 )0 250 siC J50 400 • lo Q [Uag..~ l .. _____ ,. __ ··---···--· ·-__ L_ .. __ __ ···~·--~· . ·-········--····-.. _, . Afl! ~A P R. 8. 2009 3: 03 P ~Nt;T J&J WHUlt SA Ll r . 'i' 1111 _: _·; -- .............. ·-~ ., .. ~"': t'--.... to.... -.... ............ ""' "'-... ~ ........... -.........::: .......... ·-..... !'..... ....... """'" "' ........ t..... ""': 31 t'--.. ' ~ --r--.... .......... '"""" w """ == ...... r": !"-.... ......... -. ~ •a ......... """ ............. 2"' r-...,· ........... .......... "'0.... ........ ...... ..... ..... ""'-" 2&; ............. ""' ' ....,;;;: .............. r":. r--.... ~ ........... , ,,... ... -....... ......... " r--...... ........... ~ f'.: ' 1,.. ~ ...... ........... ""t:J~ ,_ t ' '-.. ~201 ·3 1 " ...... 1A .... " ' ,. ,.. [..,........, .. I'. I -""'--" .IMI.2 ... .. A ' -... ·~ .. e.s-... 5 .. ->4"' :! '3 : . . 2.'"' I 1.5 1 0 ... ~ OW.IE.i 1 eJ 0 .. oliO eO 120 160 ~ 240 zag 'sk>· aeo 400 ....0 .~· o'i\ls'a~ ~ 'APR. 8. 2009 3 :03PM'.,.,..~, J&J WHOlt SAU ' . aliS' Pump performanee curves ,......-_··--------··-· .. ,. _____ j~~ -~-3 60~~ ·-·---'"'---- r . J' ltldlnm:ie GIM EJW-3 3" CIId\qe Ft'*llaCW' Berkeley CfoAowr • 2'lDpm 0 M' 'TDH -6o.u2. .. 4l·,;lbltr-----·l -.o;.~69tPJ~• -----.. Hydra\llic-..-.-... _-lnatlt\lllt--.. --·--·----____ .. _______ .. _ .. _ 0 .. --------• RIUif speed I 0. ~ 1705 IJWII . 2009-01·1& .. ii;;··· 0 ·-----~---------.. ~-------·;·~~--~·-·__;.,; __ 223 US g.p.m. . 34.8 ft , ... ........ ... -0 H -: &ft ~ .. ......... ~ .... ........... 0 .... ............. ... !"'....... ....... ~ :--.... .:s: ' 12 . I I'.. .;., ........ -" ... -i ~ -... . ........ r... -! ............. --~ ' ........ 1: -- 1 1 1 .. , .. . . .:-. 2 ' . .,. 15 • . s.· •• ' 3 :"' . I 2.J 0 :! 1. : . 1 0 ' _l ~-W.3 0 40 ID 1ZO ,~g· 2011 240 21D 3211 ,. -41 )0 440 410 QlUig.p.IIL) ·i . ! . '. . . ' - WITHOUT R..OW RING • 2" MAST ".._. .. 16 1/4 15/16 -----23 1.5/,6 ___ _, 2 X 2 10 .__ __ 2' 1 /8 __ __, --25 3/4----. 20 J/8 .20" WINIMUt.4 SUBMERGENCE 108 ........................... Mlll;a•l81...._.ca ......... 112 . ·;!.· •' ':.· . '· . :·· .:· . . .. . •' •.· •' .. ·.• Blower and Aeration Package I ; f~.~.~~---------------------------------------- ;:,c c z cu ' ~ - A BLOWER, 8 YOTOR, X ~ C\.1 ...... --" N C MOTOR SUDE BASE D BASE. STEEL E V-BaT DRIVE BlOWER SHV: NOlOR SHV: I I ,.---.... \ I ....... _/ BEL.I: CO= Fear GUARD G INl£T AlJER. UNIVERSAL ctf -8 . H IHl.Er Sll£HCER, UN~ RISY-8 I DISCH SILENCER. UNIVERSAL SDY-6 J FlEXlBl£ PIPE a>NNECTOR K RElJEf VAJ..VE. IClJNK1..E m-• L CHEQ< VALVE. TECHNO 6' 5 1 18 • w ... ,. ____ ..::;;56~---.....1-J N ...... f 60 &4 112 A ---D SSi Stamford Scientific International, Inc. 4 Tucker Drive Poughkeepsie, NY 12603 USA l.l BlilTERflY VAl.VE. TECHNO 6 ' 61100 DAT SCALE 1 = 24 P PRES5UR£ GAG£. G-15 PSI DRA\IINt'i A24 10AF86 I ' WWE40-18-324T HP 40 ·RPM/POLES 1800/4 .VOLTAGE . PHASE l08-230J460V 3 FRAME 3l4T FREQUENCY 60HZ RATED SPEED 1T7SRPM FULL· LOAD AMPS 93.0 /46.5 A '· DUIYCYCLB CONTINUOUS . SER.VICEFACI'OR. us AMBIENT TEMP. we ... -----AL1TIUDE 3300Fl'. .DilSULATION CLASS )i' . TEMP. JQSE "@ FUU.. LOAD we DESIGN B R.AmD TORQUE 119LB. Fr • .. I...OCKED ROTOR TORQUE 190% BREAKDOWN TOllQUB 2W.4 I..OCKED ROTOR AMPS (STARTING) 580/l90A n.tiN 6.2 CODEG -INRUSH aJRRENT 1640/SZOA SLIP 1.3r.4 NO LOAD CUJtRENT lSA/17.7 A MAX. TIME J..OCKED ROTOR (HOT) 29SBCONDS DE BEARING S12 ODE BEARING 6311 REGREASING "JNT-DE 9308BOlJBS REGREASING 00-0DE 9500 HOURS HNa..ost.JRE TEFC(IP54) MOUNTING F-1 ROTATION CW/CCW MOMENT OF1NER11A 1.518 I.B. JIT. SQUARED CFLANGE W3lOTC DFLANGE W320TD CONNECTIQN DIAGRAM l30 /460 V -ll LEAD YJDELTA SHAFT MAnmiAL 1045 CARBON STEEL -APPROX. WEIGHT 98LBS. LOAD " POWER. FACTOR .EFFICIBNCY (%) 100% U6 93.0 15% U3 93A \ SO% 0.75 !n-7 '. • .. -· <I· c us 1809001 CE ·' CC006A REVISED Ol/15/0'Z Date: 31212007 PROJECT: SutorbiH . Application: Customer Name: Comments: Application Engineer: Sales Order Number : GAS MIXTURE: Air(100%) MACHINE SELECTION : 7M-LegendP SERVICE: Press u re CORRECTED VALUES QlUGJ:NAL 'ONITS I nlet s ·et u Barometer Inlet Pres. Inlet Temp. Inlet Flow Dis. Pres . Rel. Humi.d. Delta Pres sure MEASURED VALUES . Inlet Set tl Blqwer Speed % of Max. Speed Blower Power ** Efficiency Discharge Temp . Estimated Noise 14 .696 0.000 no·. oo 730.00 7.750 36 .0 7 .7 50 PSIA PSIG F SCFM PSIG % PSIG PLOT UNITS 1,347 RPM 65.7% 36.3 HP 64.2 % 214.5 F 87 .2 dBA ** Drive losses not included GAS PARAMETERS Inlet Set #1 Molecular We i ght R Value · Density Sp. Heat @ Canst. P Ratio of Sp . Heats Saturated Vapor Pres. Partial Pres. of Gas Partial Pres. o f Vapor · ENGLISH UNITS 28.75 lbm/lbmol 53.76 ft.lbf/lbm.R 0.069 lbm /ft"3 0 .244 BTU/lbm.R 1.40 1 5.4465 PSIA 14 .2373 PSIA 0.4587 PSIA Page 1 METRIC UNITS 28.75 kg/kgmol 0 .29 kJ/kg.K 1.102 kg/m"3 1.021 kJ/kg.K 1. 40 1.0650 Bars(A) 0.9816 Bars(A) 0.0316 Bars(A) Gardner Denver, Inc. GDSmartPik 1m· V 1.0 6.4 Date: 3/212007 PROJECT: L(fl SutorbiH} GAS MIXTURE: Air(lO O%) MACHINE SELECTION : 7M -LegendP ~ Ql rn iY ci. E Q) 1- ~ lL <..> C/) ~ 0 u:: Q. I -... Ql ~ 0 Q. • --=_ ~ ~--_,--.l -• I ! • ' ----------,_ --'---··:. __ _ ' ---· ... ~J -·- -.J ---· J ' --~---.-------~-·-'I' ----,--1-- 50 ' I -I ; -, • f" -; ·-. . . ! t . I I o~~~~~~~--~~~~~~~~~~--~~--~~~~~~~ ·o 500 1,000 1,500 2,000 2,500 --_(_ ...; -.; --'---!_ -..J --...! --.!,. - - ·--'--~~ __ _! __ I ' ' ---·--_J --'"' -~ -~-~ :~-=tL~--~~ ~ =1~ ~ ~=~-~ == 1,100 ~------7~-----~~~-----~~.----~;----~-----~~:-_-.--~;------~.------~~--+------~-=~:-=-~-=~.:-=-~--~T,-----+-=--=T·,~~------~T~-=----~--~---~--~~-·~~--=~---=-=~.:_---=-~~oll-=-=~~.--=--=~=.·-=--1= . --=----~--,--~ -----!----.---:----;-:.-- - --!-· -~-- ---... -·---!-•. -! -.... -1 •• ·-.... --.• --· --+-· -.• ' -----·-.. . ..... ~ ---.•. ... .... ..l--~ -:---; -•. ~ --. . . goo ~----_-'_ :--_-'-~ ~--.;_: _-'_ ;--+_ --= =+-:= ::~~-= :·-;-1 -_ --'-----'_1,_. -.. -_ ...,__ :.· =-= _t'--:;~ = ___,_:~ ~--~ :+,v--~~ :~·.·_:: -~-7------:----i'--___ -T __ ,=-= +~ =-= :+--: = -;= !-= ~ ---f --. • • • • !· --:t ' 700~~~~--~+-~~·~--~~--~~~~~~--~~~~--~~~.~~ : v:--~.: f -· ·- • •· _;_ •• _t ... -.,! -.!. ----4 -· •• _t ' --1 •• -----· -' -.J-I .•. .!. --!. -- • I 1 i I ~ ; ' 1 I I . -: •• • __ •• , •• "! • ~ • • ... --'""! ----:· ·-t ~ • I· ;; --I -... 500~~~~---+~--~~~·-?~--~~·--~·-+~·--·~~~-r-7~--~~ : .:._y:-·· .. , ·--· t .-1 • . ----· •• ! --.--~--;--~ ·. "j ·--·--·~- __ ; ___ ·-·--~------- ' I -- -!"' --· ----: ---:--• , ... • __ I ___ l .. _ ..! •• _ .L •• - _ 300~~~----~~~~----~~--~~~~------~--~----~~--~ 0 500 1,000 1,500 2,000 2,500 60~ __ -_-__ -_-__ -~------~---~~-----~--------------.. ~ ... ----------.,-----------~f ----~--~-,_-_-_~--~_.---. 50~--~,---,~-~--~~-~~~~-~--------~~--------~-r_· ~~~/~~--~v---~~--~~~ ------~-_:: :~: ·b{f •·· 40~------~--b-~~~----+-----------~~~--~--~~~~------~ ./i --!.... -·-·--_,._ - 30 --·---~·:··-_ .: . .Y,' ~-- ··/·t · 20L-----------L-----~----~----------~--~----~-L~--------~ 0 500 1,000 1,500 2 ,000 2,500 Speed (RPM) Page 2 Gard n er Denv er, Inc. GDSmartPik tm-V 1.06.4 -Setting The Industry Standard For Over 60 Years The Surorbi.lr'. I..cgcruF line: of ro~· positivl: displaa:mc::m 1o0c::· blowers and v.lCUum pumps IS tht: rcsu.lr of mo~ lh:tn siXty years ~icua in me clcsign . m;mu&aure and support of supc::ri~r indusaia.l ~uipmem. Badcai by one:: of the ~ distriburor nnv.-ork:s in the industry, every Sutmbih: l...cgend blowa-.lvacuum pump is built under rigid ISO 900 I quail~· standards and individU211) rc:sttd to maxt rigorous ~rmaric:e st2Ddards. Sutorbilt l..cgends m: spcci6al by leading Origiml E.qwpmcnc: Manufxnuus worldwide for ;a wide rmge of ;~ppliaDons. Mmy OEMs pttkr the Surorbilt Legend design bc::ausc ir can be:: easily OJStO~ m mar spccificarions while meeting Stria performance requin:mcna. We r:lke pride in the &a dl:ar :1. L:gmd is :n the bean of .1n c:vcr-apanding v:aric:ty of :Ur solutions '\\i-orlcing cvt:ry minurc of every cby :around the globe. With a variety of models ro choose fiom . 20 mcs c:K:h :tvailable in 4 diffm:nt configur.wons . r:bc Legend Series ddM::rs p~ m 15 psig. vacuwn ro 16 ·Hg and flows to 3,015 scfm . Sutorbilt . .. , '. • ... 0 e "'\• ~~clteis ·~ ribbed aDd macldaed fniD a siagle . 'Piel:e al cast nil -~ lalares Old~ doWel liDS lui' precise mouuting ·and alignlrieat al bad pllles. TheSe fea!UR:S ~ in l1lb:ed noise and more stilE.~ operation. Head plaleS. alldliaed lnln cast ~ are pmd ao Uze in1!riDr surface 10 . precise~ IOieBnces. Bealiag fils are awdiiiled iDID llf:ad 'plales Ill assure ·exad bearing posifioaing. Ttis ensures acaacde, fixed.cimension · dtdlances·ttirough all bbwef operaliii!J c;odliiiS arid IIIIi~ l3l1geS. A lmpdltn are~ boni c:a5t iron V' to an eud juulile aad are piermaaeDtly tasi£IICd ID steel sbA lbey.are ctynamically balanced for smooth operation in any assembled position. ThiS IJ1WideS extra sb'ength and rigidity to handle allliaJous maximum loads WdrlOIJl ~ or defEctiln. ·-·--..... Legendary Design ;Features A TDDIDg gem and gear end bearings ~ ~ splash lubricated utilizing an abuadaid ail iCSdloit. A grapllile gadded. oiJ.1igld tsOusmg endoses tbe liming gears. Drift end bearings are -grease Julaii&:ated llnuglf filliligs: l...iaHJpe seals preRRI oiJ and grease hOm enJeripg lbe lmpeUer Chambec. · SqJerior ~" bearing UJrica1i)n is assured at all opinting COidtioiiS wilh rnilimal maintenance. . . A Higb ~ met drile slid is eJII:IIded V for V-bill drift or dired CDIIIIedion. This lealure prcMdes greaiEr blower clr.dJily mS inslalalion ~ ·o ADfi..tridioD beariDgs are used exdusiveiJ; · Srader llllldels are filled wilb siagfiHow baD bearings iud q&idbical111br . bariDgs; large models bawe dauble-nrw ballll!lrillgs IIIII sptifkal roller bearings. OJ6nn beiDilg sdec:b proviJes IDr9J -bkJWer le iiiiJ added CMd1ung shaft load -~ e ::~.!;..:.: :::stJIDy~ pimsed ID 1be sflllls. 1Jis assures IIJO-Stip liiTq even under the most streRJous loading coadtiuns.. A High l!mptii!IWC Vilmt-ail seals. v-These l11iiXImiZe the sear 6fe 1n conli1uous. ~ an•:ali•IS to PQJ'Iide leak-free .,alin 0 Aex-Mounl,. design is adaptable to either vertical iJr horizontal instaDatinn. The feel are IJecisely rnachirelf and malch h ..... ofrn;qt · competitiwe uni!s . 1be l.egeod desigD ICQiilliumlales medAQical gas seals fur critical gas applications wilb prowea resulls based on a large installed base. · 1lis li!ld piMf1 seal design abws IJoubfe-lree (JJB31iJn in cri!ical gas ~- -5IIP RBI: 6 • -, l . . . .. State-Of~ The-Art • Quality . Sumabik ~-blowas and wa.uim_ pumps~~ and pi-oduccd ·e in Gardnci Denver's mte*lhc~an man~ &caity in Scdaf~a. MSowi . . . This 330,()90 sq. ft. plant is ISO 9002 ccrrified ~ procLaas_ bundn:ds 0~. . $dilkrcnr ~vcr and tompressor _modds. ·-. ' Prior m leaving the factory, C\UY ~is nm ~-apnst· rigid sandards using our 2dvanad c:ompua:r automated ~ng equipmcnL _ .. - .: ... r .. · .. -- RECEIVED I OENR I OWO AQU\FF:RPROTFt.TION ~I:CTION MAY 15 1.009 PFC:ff\ll=n JUL 02 2000 Nitrification Recycle Pump (TQ De-Nitrification) ·s.· -~ LittleGJAN'[ Magnum Series Sewage Ejector Pump 2DS SERIES For residentiaJ, commercial, industrial and agricultural use. The Model 20S Series sewage ejector pumps handle liquids and solids up to 2" in diameter. Pumps feature 3" FNPT discharge with a maximum bead ofTf, heavy-duty cast iron construction and stainless steel hardware. Features ID Handles liquids and solid waste materials up to 2" diameter. El Cast iron pump housing with protective epoxy coating for corrosion resistance • Oil-filled motor housing for lifetime lubrication and rapid heat dissipation • StainJess steel screws, bolts and seal assembly II Mechanical seal (stainless steel spring, nitrile parts, carbon and ceramic faces) for long life and reliability • 2 HP ball bearing motor • Exclusion seal · II Thermal overload protection on single phase units • Capacitor and power cord isolated from oit:..filled motor housing for ease of field maintenance Ill Brass impeller C.rbon and Ceramic Face Seat Dynamically Bal8nced BlasS ImpeDer Stainless Steel Uttlng Ring All Cast Iron Constnn:tlon with Protective Baked-On Epoxy Coating to Resist Corrosion OU..Rlled to DiSslpate Heat fw Extended PumpUfe Exttusion Seal to Protect Mechanh;al Seal 205 SERIES ~---------·~--------~ .... Specifications· Model IIISciL Size llolat l'ertlmnallal (GI'M@Had) SIWUIII Cent Weigh I DilllenllGIIs !!!!-l!m112. lbii!!!l[l) Ill!!, l!!.l ~re · !I!!!! Hz. f!!. 6!:!11!! R1'M 10' Z!!: 30' ..,.. ~ tO' R. e~J. l.l!nlrtb(!!J l!nl !ll Lx !!llm.l 20S-CIM 520100 IJI.JCSA 3' FHPT 2 2081230 00 1 18.0 2900 205 168 140 115 90 70 n 33.3 20 96 19.1113.0 x 8.42 20S.CIM 520125 Ul/CSA 3' FNPT 2 200.208 !il 3* 14.5 3100 205 168 140 115 90 70 TT 33.3 20 96 19.1 x 13.0 18.42 20$-CIM 520150 'UI..ICSA 3' fNI7T 2 230 00 3" 12.6 3100 205 168 140 115 90 70 TT 33.3 20 96 19.1 113.018.42 205-CIM 520175 I.II,A;SA 3' fNPT 2 460 00 3" 6.1 3200 205 168 140 115 90 70 TT 33.3 20 96 19.1 X 13.0 X 8.42 CorriooDus Ny R3leG-"UUIe ~ Wastnmer lllJI11I5 n rated cmilulus li4y as long as they are 111'1 Wilhin the l)ldslled raiJngs for tnese PlflllS . • "3 pNse IU11JS I!QI.ft COOI1Ill panel 80 7D 80 20 10 0 --.. . .. -, -........... ~ --.... '-.... -~ -~ -I'. -~ ' - I I I . I o 20 40 60 eo 100 uo 140 160 180 200 FLOW-GALLONS/MINUTE PUMP PERFORMANCE CURVE 230V60HZ www.LittleGiantPurnp.com Construction Coller Motor Housing Impeller Material Impeller Type Votute Power Cord Mechanical Shaft Seal Fasteners Shaft Bearings Epoxy--coated cast iron Epoxy--coated cast iron Red brass Non-dog Epoxy-alated cast iron 14/3. saw Carbon/Ceramic Stainless steel Stainless steel Upper and lower ball bearings LittteGIANT. POBox 12010·01clahomaCity,OK 73157 Phone : 800.701 .7894 ·Fax.: 800.701.8046 E-mail: CUSUIItlmelVicc@littlegianLcom FOim 995212 -07/2006 .. RECElVED·--- JUL 02 2Dm DENR-FA~ltFf:r:~:nNA! ,mr.r -·~·-·· Activated Sludge Pump & Phosphorus Sludge Pump lYPe "B" centrifugal pumps Motor drive Berkeley 7;pe "B" centrifugal pumps lllf1 back pull-out design. Removal of easily accessible bolts penn/Is access ID the impeller rtitlltiDt tlislll1blq the piplllg. 11lese mtJIDr driren pumps 111e Ideal fur most imlustda1 il11ll Bg1iaJtmal IIJ$la/latloallnlt 181plire bigb pet(Dif'llll!l", easy maill- teoam:e BJJtllllfllleelnlllaii:OSI. Sizes: Tapped Discharge -1/ndl through 3/n&httS NPT; Ranged 0/sdlarge -4 im:hes thmogb 10 inches. Capaci- ties to 50011 gallons per minutB; Heads tr15DO feet. · See Centrifugal Accessories lor additional oompoc~erns needed 10 make a complete installation. FEATURES 1 VOl.1JTE CASE-Precision machined grey cast iron , engineered to modem hydraulic standards. Discharge may be rotaled to any of four positions tor convenience in piping. 2 BRACKET -Heavy cast iron bracket maintains posi- tive shaft alignment between motor and impeller. 3 IMPELLER -Enclosed type impeller is balanced to provide smooth operation. lmpefler is keyed to shaft and locked with special cap screw and washer. 4 SHAFT SEAL-Extra deep stuffing box with adjustable gland is standard and provides extra protec- tion against leakage, prolongs shaft life. The shaft is proi8Cted through the stuffing box bv a stainless steet sleeve. Rotary mechanical seals are available. The mechanicaJ seaJ unit is identified by the letter "S" at the end of the model number. · 5 MOTOR-NEMA standard dose coupled pump molors available at 1180., 1760 and 3450 RPM. Entire rotating element of the pump is built directly on the motor shaft. miiliinizing shaft over-hang and assuring positive align- ment. Incorporation of slinger ring pnMdes extra pro- tection for motor bearings. Special motor constructions are available to meet specific requirements. ® MECHANICAL SEAL --.... .. . . -·-. . -., . MATERIALS OF CONSTRUCTION Iron Construction Bronze Fitted Construction Spec Number Split gland type bale with graphite impregnated tenon yam packing. HJdraulicaiiJ Balanced Impellers ~ 111gb ballllllltlels, bllfe /lyllnlldladly balanMI impe/IBIS ID tet/Dt:e tlliTISIIoads DD beariDI/S atld miDimbB Plesstn'B DD tile stllllillf baler. Jlds balauciUflls accam- p//shetllly eqoallzlng the pn;ssme fon:a tm btlth sides td the Impeller. -· BERKELEY PUMPS TYPE ."8" SINGLE STAGE CENTRIF.UGAL PUMPS MOTOR DRIVE DIMENSION 4075 ~ATE 7-30-84 PAGE SUPERSEDES . Dintension 4075 PoQe I Doted 1-4-82 Three ,hose NEMA "C" FACE TYPE MOTORS DRIP PROOF ClOSE COUPLED Single Phase RPM and'· er "-1200 "1800 3600 I 1:1 14JTCZ H 2 14STCZ 1 2 3 182TCZ H 3 5 184TCZ. 2 5 7! 213TCZ 3 7! & 10 10 215TCZ. All DIMENSIONS SHOWN IN INCHES ·Fwame Canst. A 02 E . F2 G · Size Type 143TCZ & JP 7 3-1/2 2-3/4 4 1/4 14STCZ & JP 7 J-112 2-3/4 !) 1/4 182JP 9 4-112 3-3/4 4-::1{2 7/1_! 182TCZ 9 4-1{2 ~-314 4-1/2 7/16 .. 1S.4JP 9 4-lf2 3-J/4 5-1/2 7/16 184TCZ C-1 9 4-1/2 J-3/4 5-1/2 7{16 213JP lo-1/2 .5-1/4 4-114 5-1/2 1E 213TCZ Jo-1/2 .5-1!4 4-1/4 5-1{2 1/2_ 215JP 10-1/2 5-1{4 4-1!4 7 1/2 21STCZ 1o-1/2 5-1/4 4-1/4 7 1/2 254TCZ & JP 12-3/8 6-114 s 8-1/4 3{4 256TCZ 12-3/8 6-1/4 s 10 3/4 284JP 13-7/8 7 5-1/2 9-1/2 ~4 284TCZ C-2 13-718 7 5-1/2 9-1/2 3/4 286JP 13-7/8 7 5-1/2 " 3/4 286TCZ 13-7/8 7 5-1/2 11 3/4 324TCZ & JP 15-7/8 8 6-1 /4 10-1/2 718 326TCZ & JP 15-7/8 8 6-1/4 12 7!8 364JP 17-3/4 9 7 11-1/4 1 364TY 17-3/4 9 7 11-1/4 1 365JP 17-3/4 9 7 12-1/4 1 365TY C-3 17-314 9 7 12-3/-4 1 404TY 19-3/4 10 8 12-1/4 1-1/8 405TY 19-3/4 10 8 13-3/4 1-1/8 444TY C....( 21-3/-4 11 9 14-l/2 1-3/8 445TY 2 1-3/4 H 9 16-lil 1-3/8 I'M and 12m . 11100 1 H 1 2 li · 3 2 s 3 !i s 10 7~ IS 10 ~ IS 25 20 30 2S .CO 30 so 40 60 50 75 100 12S 150 H M *F1 11/32 2-3/4 . 11/3Z 12-3/4 1-'!4 ~ 3-;u"tl tl ·~ 3~{_8 8 13/U 13-3/8 B 1~32 3-3/8 tl 13/32 14-114 13!_!2 4-114 8-7/8 ·~~2 4-1/4 13/~ 4-![4 ~ 17132 4-3/4 8-15/16 17132 4-3/4 8-15/16 I~ 4-~4 8-1~16 17@_ 4-~4 8-1~16 17/32 4-3/4 8-15/16 17/32 4-3/4 8-15/.16 21/32 5-l/4 9-7/16 21/32 5-1/4 9-7/16 21/32 5-?[! 2 1132 6-7/8 11-1/2 2~ 5-~ 21/32 6-7/8 11-1n 1~6 7~8 12-1~4 13/16 7-5/8 12-1 /4 13/16 7-112 13/16 7-112 NOTE: Frome sizes 143TC & l45TC, 254TC & 256TC, 324TC & 326TC are interchangeoble with JP fromes. All other frome si zes or e NOT interchangeabl e . •f 1 i s only appli cable to those pumps ho ving D 1 listed . (See chart on page.2.) J600 "- H IOTCZ 2 145TCZ 3 145TCZ s IBZTCZ 71 114TCZ 10 21JTCZ IS 215TCZ 20 2S4TCZ 25 2S6TCZ 30 284TCZ co 286TCZ so 324TCZ 60 l26TCZ 75 364rY 100 l6STY 125 «MTY 1.50 C05TY "'TY DIMENSION 4075 BERKELEY PUMPS TYPE "B" SINGLE STAGE CENTRIFUGAL PUMPS MOTOR DRIVE DATE 7-30-84 PAGE SUJIEISEDB Dimel'6ion -4075 Pooe ·-· ruvwr 1 ~~N -1-r.r -H:r W>\ IC_, -~ -u- -& :;;.... c~ y ... " l to· 1J IJ 11 D l:tiW I-I....,.. 1....,.. 16oln .wn. , ..... ., , .... ,. 17..W ,,_,. ~--~ ~ 1•-1••-( ... n I"-" (.-o I~"' 1>-u'wl...-l.....,..(o-vt 1-17-M ,_ 1•-1• I)-o n ,..-I"""'• ~ , .... ,.... 7 ,,_II. .. Is-M s lwt• t-~ • .... ,.... 7 ,.__ ~ l ..... ~ 1•-l>wt 1>-w ~ ... ~~ ,._,.,.1•·•"' 1 , .. ,'!. 1~"' t--~ .... ... ~ I•,.. I•,.. 1..-,.,..,. .,...,. 7-71>6 1..._,.,.., .. ,. iwn ,_.,~ I•-,,.. , .. .,. I....,. ._,,. ... ,., j4-•n 7~,.. ,..,.. .. .,. I..,,_... .... "' I• .., . > 17-11> I..-.._,. s->n• • ' ~ >-In l•>n• 7-M .,._,, .. I•. • • . • • ,,...,. .... ,.. ... u. 1...,,,.. 7-U/>0 ,_,,. • 1"4flo ~ .... '•' ' ,, __ WIIO I _ ~-._.,, ..!_ .._ r I • • • I• • • • I Mill • ;:~ • ...... o-at/16 • tu-•n • r-iii f lhtolht lu 1$-t/4 ·~ -E~I,..•n ... ...,,. """' u 1u (>-M r-~ ....,_ , ..... 1•·• , .. , .... ,. ....... """S:'li" ,, liS ,,_.,. ~m. -.... hto lo-o n ::o-tYI4 ....,.. ...,,. ~.,.. ._,IJlll Wl\o o-on I"·'"W ~"' ~~. ... .. ~· ...,.. , .... , .... ,.....,.. . ...,,. -i I .... I• ,...,.. •. ,,. ' .... , .. ...,.. >-; j ;;:·o·l ~!-D. ,...,,. 16-1" 7._ llllOt< !:T i ~·U !.!;""" , ... of> l~~ J-M ... _ .. ,.. .... o:r •. ••ll•. II I" ,...... ....,. ........ -;-•·Ul '•" 1"-ll"l.,_,,. >~ ~ '• .. _ ... , .... ,,....,161 ,...~ .. ii-i IOotollol>l lu..o/4 ,.._ ~: tHil6 11l -~ ! ,. , ,. •. ·~ """"' 1:.-1n >-ll• ~ ,._,,. I""""' 1-.-...,..~~i-1 l•2o .. [ ... ,. lu-"n I....,. &-117 WJI ,_" "·""' I•• PVW ,t.ND "0101 CONSTIUC110N l'l"n ('DtltlJMN(DIVAII!OfOl ,..,._ froAJh&BJ M..l'\1' Mot.l04. 01-..HSfOHS All FOil (S1""""1'1NG fUIPOUl ONLY . cnnAID Ot~ DU'III1NGS AV&ILUU ON IIOUIST, otMfHSt()t.l 'T• IS MINIMJM, AU.OW 117'" Q.[A&AHC( ,C»: oaAIN PlUG. II OIAIII(Jr6f()tol 'T' 101. QOUfiiD DISQ4AIGf POSI1tOH lS 1..A&Ga 1MAMI "0' MOtOI KISlll !UVAftD fOI. VOW1( CA$l a.f.QAHQ.. Doted 1-4-82 2 2 BERKELEY PUMPS CURVE 4075 DATE 1-2-86 · TYPE "8" RATING CURVES PAGE 11 .02 SUPERSEDES MOTOR DRIVE All issued 4075CUrves c.o: -. C-1. -.. H-17SO --H-1750 --: -c.L -.-. .111-4349 --MOTl20 (IS UP) M01721 (20 ""' Malt. wq. Pn:sS. 65 PSI MOT7'n 1: !S HP1 Based .., Frail W•aer 81 tiO" f'. 5 .. !: c:APAan. u.s.~-_.... C-!1027 --T-Zl07 & T~ ~ C...-2'7 . -2-lt-«i -11-1&-as __ ,_ 0 200 c.J. c.l. T-1651 T-330ll C-50%6 -.. · T-n:n --HIJOII7a --1..02416 600 1000 1200 CIIPACITT • U.S.. GALLOIIS Pel .-nE -C -S02S -11-5-73 _,,_.~ lllllll B6ZPH liDO 1400 1600 IIDD£L86JPBL I • RECENED I DENR I OWQ AQUIFFR ·PROTFr.TION ~ECTION MAY 15 2009 htUI~f.D JUt e 2 2'.'09 Nitrification De-Foamer & Phosphorus Removal Metering Pump \ I -~ --;-~---... -. . ~·. . . ---. --. .... ~ --. -.:.::-----. . -.... - Key Features • Aubnalk: Confn)l. 4-20mA and 20-4mA amant signals can be ratioed from 1 OOO.k to 2% of incoming signaL • llanuBJ Control allows for a combined 1000:1 turndown resulting in accurate metering for critical applications. • Relay Output for computer interface or AC power aDows for external control. • Sir-buiiDn Touch p.J Control with intemationally recognized symbols for simplified programming. • Simple Prompts in pSain language allow for easy-ID- understand instructions for programming. Available In thn!e languages;. . • Alalm SlgnsJs for signal toss, full count. circuit failure, pulSe overftow and pulse rate high. Uquid low level indicator capabi&ty is standard. . • T1med Sequences can b9 set for selected intervals and rate for repetitive mete1 iiiQ-· • Pulse Signals can be rnuJiiP6ed or divided by 1 to 999 allowing for pumps tO tiandle' peak r8qujiements. • LCD. 16 character dot matrix bacldit mufti-lingual display allows for easy reading anc1 user.frierldly programming. • &ta,_ 7WD Yar Wanantyon electJcuicdrcuit board for trouble free service. Complete Economical Si!lection Nineteen~ models are availabfe, having pressure capa- bilities to 300 PSIG @ 3 GPO, and flow c:apacities to 504 GPO @ 20 PSIG, With a turndowil ratio of 1000:1. Metering · perfonnalace is reprodudbJe to within ± 2% of maximum ~- Please refer to lbe ~side~ Series MP_ svx i&! a•i•K Operating Benefits Reliable melerillg perfailii1811C8. Our guided~ valves. wilh 1heir slate-ol-1he-er seat and baD designs, pn:Mde precise seating, and excellent priming and suction lift dwaderistics. Our timing circuit is highly reliable and, by design, virtually W\affected by temperature, EMJ and olher eledrical dislurbaiiCeS. Rated~ for continuous duty. Series MP pumps continue to meet their specificalions for pressure and capacity even during extended use. Thafs because of our high quality solenoid and special enclosure that effectively dissipates heat. High vtscosity capability. A straight flow path and BrnJ*l clearance between the diaphragm and head enable standard PULSAiron pumps to handle viscous chemicals up to a viscosity of 3000 CPS. For higher vicosity apptications, larger, sp~oaded connections are available. For addilimcll iDf.......aioo llbouii'ULSAirun"• ~ Saics E 1'W1 n:fa-co Ta:ilai<al SbrdNo. EMNl21.-lk: ........ SomsE. Saio::s 0 .t Series A JUJS rdirD 1ildlaic;d Sbrd No. EMP~ EMNJ23 lr. EMP-OZS. For iabmDIII..,_ liE alllllllllicaJ Saios C fWS lr. Series C. rdir 1D Tcdlbicll Shod No. EMP-0:!6 &. BIP-«! •. Leak-free, sealless, ~ enc1 Our diaphragms are of superior CIDflSlndon-PTF.faced, bonded IDa· composite of HypaJm and fabric layers, and reinforced with a me1a1 insert for optimu7n fiexibilily and dwabifrty. : · ~Compatibility . A wide variety of chemicals can be pumped. lJquid em maiBiaJs indlde glass-filed polypropylene (GFPPL), PVC, styrene-aayloni (SAN), PolyYinyfidene Fluoride (PVDF), PTFE, HypaJon, Vrton, ceramic, aDoys and · 31655. . Immediate b•natm and stan-up. lndudBd as slandard accesso.1es with aD models are an injection/back pressure valve assembly and a foot va1veJ sbainer ass&i iUy*. inctiding cisdlaJye and. suction tubing rnot avat wi1h high viscosity connections for >3000 CPS). Sale and easy pdrnblg and valve ..... lleii&IICe.. lncJuded as a standaJd acmssory is a bleed valve assembly,lndudng l9tUm tutirig (available only on those modelswilhtuting ~====!~~ connections and ~ S240GPD). Quick and eCIOIIUiidtal Dquldend mahllei18111Cle- AVaia!Efcr ervety~is aunique · KOPkitG&. a convenient. 9COi 10111ically pJEed, padGlge containing newcartmge check valves amolher ~ spare parts. ' J . --.. ' ,. . ~ ~ PULSAtron Series MP Specifications Pressure and Row Rate Capacity .aDEL LllliK2 UIIB2 LIIU ~ a..D .....uu u.a &.-.. .....,. ~ &..-. ~ LE4 a.... ..... u.ta ~ ~ taal ~ GPH 0.13 0.21 Q.25 0..50 0..50 0..50 OJ!O us OJIO UJO 1.10 1.75 1.85 2,.50 3..15 5JIO 8JJO 10JJO 21.Jl0 nama:.. GPO 3 5 • 1:t u 12 14 2D Z2 M 41 Cl 44 60 18 120 1112 240 !iD4 ~ lPH 11.5 0.8 0.9 1..9 1.9 1..9 2.3' 3.2 3.A u 6.A IL6 7.0 Sl.S 11.9 18..9 '30.3 37.9 711.S IP--8 PSG 300 . 2511 15D 250 150 100 100 2511 150 1111 2S) 150 100 150 15D till 5D 35 211 ltn-J BAR 2t 17 10 11 10 7 7 ·17 10 7 17 10 7 10 10 7 3.3 2A 1.3 . .:;; Cuiwc:6DoB: T~ 1H"DX31J"OD 318"DX112"'0D 38" D X 112" 00 112" D x3N" 00 (1PHB ON..'t) 3118" D X Stl6" OD pqq tlrfN"T· VC"RPT . 1J2"APT at-c:apw.lr .. *'~ ~MaCPS Few....,.,.., t1> 311111 CPS, .-..:t caa•-*!1•--3.. 4 , B arC W1131SSS bill~ ~ ,_ .. ~ -aWiiuiilllllllla.... a.--.... 3111DCPS ....... .,..q..W~cMdl&. s..~a....b'prapow........._ Ccnnlb &allian ...... Slllillfl Sllllus~ 1~L.CO Dal ...... lladllgiS LED hllciiWI..igNs, "-'On ·~ ......... ~~ ~·-Riid p..fllbft ~~ ": 125 &llomal Slzalia F-.-., -. Cor*'>~~ .... miiDC. 21).4 mN)C &llmd ...... o..tpdfWit 24\IDC,101M (Sigral t..al ClplafO ·~,... ~Oplilq 250 VAC, 5QIIIO ~ !iA Shlla~ 1110:1 lUn.oo.. Rallo ~"-"' 1lt1 lUn.oo.. Rllio .-< ~-... 115 VACS«) Hll'l .... r-5 Dl VACS).«J Hll'l .... "' ~· ~ ...... c..rert 01-. ~~ 115 VAC: An.- 230VAC: ~ 1.0 o.s ,... -..."-'Willi 300 ~,....,._. .. in-SPII: Willis . 130 Sertes MP -19 model sdediDns.. '1and2 dass, 3pif . . For full modlll &etlcticln inluunaliuu rel8r liquid End Materials Series = Diaptngm aa.dr; Yai'RS Fillings Ba.dYaM! Injection~~ Tubing Balls Foot Ylhe liP GFPPL PTFE-bn:ed PTFE , Cef'amit:. ~ Same as fitting Same as~ Clear PVC PVC ~ Hypalon, PTFE. and c:f1eQ chaCit valve White PE SAN Viton 316SS. P\IIF watve selected, PVDf' 316 ss ~c ma:ept 316SS Dimensions -·-~ -SIJWioa -......... -" 8 11'1 c ~ D II! ....-. -" B 11'1 c c:'l D II! ..... lJIII2 5.A 10.3 1IU -7.5 u 1S u... ~ 10 .. -112 11.2 u 21 ~ 5_4 10.8 1IV -7..5 II.Z 13 u.e 6.2 IU liZ -11.2 u 21 1.1111112 5.C IU 1QJI 7.5 u 1S .... 112 11~ -112 -11.2 ... 21 lJe3 5.C 10.8 Ml.7 -75 1.2 13 IJIHr 11.1 11.7 -11.2 -1.2 1CU 21 .... SA 10.8 111.7 7.5 1.2 13 ....... 1.1 -IU -104 IZ -25 .. ...., u 10.6 -112 -115 12 15 u.a 5A 1D..3 UIJI 7.5 u \3 .....,. SA 10.11 t1Z -7.!11 1.2 15 l.MQ 5.4 10.6 -10.7 -7.5 12 13 UEC 5 4 10.8 112 75 1.2 15 lMt5 ,_ .. tOll IU 7.5 1..6 ,. LIIF4 5.4 10.1. -11.7 -15 12 Ill lM(7 11.1 1U tU 112 10.3 21 ....... 5 .4 10.& 11 .7 7.5 1.2 ,. NOTE: lndleoX2.54•tm -.. IJ'ttlis,.._, ...... _ ..... _ I MIX ID EX CORPOR"-TION --· o--• -- Aerial Map ,A ~ (})~ ~ ~ ~ 00 ., .-_,_. Pump House& 0 Overhead Power • Spray Field 1 ·;:, Existing Site Layout ··.._~ .,;,·~--- ... t.llL ... ~-- NTS NTS ., .. • " '• ' { I ., <# .r · ·~ I' • -·~ ' • ,\ I -lr ·-· i ... ( ~ \1 ,I . ..., ~ ) tl I I •• • .; ... ~-·· • .,.~~-o..--''· ; I • /· / -.. r I ' ./ I • • .. .--: ~· 7 , "' .. .. .. ~ .. ,-J __ ....... J . . _..-;-; ;,.,t: {. ,. I f, ' . -~ . -. ...,. r ~'l \, ., ' ' . ' -~ ~ ----.• ll ·; "-, .. · __,. - \ ' Topographic Map ,>. ~ ~ % ~t"" ~ ~ 9::> ~>· -""* Pump House & 0 Overhead Power • • ' .<-- ~~ '- ~--j • -~ _., _ _J- ,... ~- NTS -: ·; __ ::; ; Spray Field Proposed Site Layout NTS ~ '· " . <!ED CillD ltt•"t ,_, a.•u ' l " ,, ' e-o.J·r.., -:,,_, <fill) ~ -r ' ' <illD ~ ~ ···~::;~~ "' ~ <§) c ~··' < • • " (jill) ~ .. (. ,<. Vicinity Map NTS General Notes: 1. 2. 3. 4. Site layouts created from aerial photography and site dimensions provided by Super Soil Systems USA, Inc. Layouts are intended to show general locations and component positions. Drawings are not based on site survey . System setbacks have been previously verified by Super Soil Systems, USA, Inc. Topographic Map contour elevations are 5' interval. Agri-Waste Technology, Inc . 5400 Etta Burke Court Raleigh , North Carolina 27606 Ph o ne : (9 19) 859 -0669 Fa x: (9 19) 233-1970 www.a griwaste .com Super Soi l Systems USA , Inc . Jason Tyndall Form CONFIDEN TIAL PROFESS IONA L ENGINEER SEAL \\\\UII/!1 ~/; '\. ,, ,,~, ._.CAR"'. ,,, s' " "'{_t ,, ~ ~0 ~"~ss ,.o) ~ ... ~ §' ,-~"t"r.~SI()_:t:{ ':, ~ ~~ Y\ ·o ~ ~ SEA L = ;.,.t 024582 i:::E -::~~ ·o~ -;. ~~ :: ~ b&rMf;_~-~~f? l c . ,,,.._~OD G~_:?,~~_:._ ~~ r -~f,./ "' (7!2."' "'C oS/'7 PRELI MINARY DESIGN NO T RELEASED FOR CONS TRUCT ION REV. ISSUED DATE DESCR IPTIO N SHEE T TITL E Existing & Proposed Form DRAWN BY : K. Davidson REV ISED BY SHEET NAM E: CR CATCD ON: 5/08/09 REVISED ON: SD-1 i') S:;o ~m ·no ;;:: ::t? rn u-~ u ~ =-o ~ -t --~0 01 J m ='z ,...., ::>;o = "'-= n o <.a ~"" ~.0 ~ .. ~.:;:.,- ~~~-· "' "' , ~-r:;.-, a = J> ! I €)@ (::_; 0® c.::; :i' ~ / ~~~ B R (~, (.·:;;<' l @ n , I U'l \.._..) v o., ~-/ ~ ~,-:'/ 0:: ,1. 1~, .a"' ., •;t I " .~ • .,,;;;.-I I D . ' / ', '-" ,I ~y I I " L /. ll '-.~ r/? ----.· . .· .· 'c-~--t---·--·Service Road -~ il l! ,I I I I I : i i IJ ~ c L ro [0 N c L ro [0 r== «) E ro [0 ll '<t E ro [0 f! 1.0 E ro [0 6d I 'I' 2_ 'II ' cl L.,-~1, I II II I '! I I ---=:J L-.....l....... -----,------,-----![ l-i• ,. • ~· •,.;:&:.• ~~;--·I ~~ \\ co c L ro [0 T reatment Lagoon SYSTEM LAYOUT ,.._ c L ro [0 ··. -.J co c L ro [0 _, .. , ... 1::~~·:::-··· 11 I ll j I /l ji, /t iLJ lU~ II _ "j__ .G_ =--, L= ~T,.."~~ ''_c_--_o ; • .:;· ~ ---. . -\-. ,_,_,o;,SI-) 'Clmrn<SO'O.<.(IVO; ··.I "' '"I .. ... I "'"I '"I ""' ,,_,_,_,.,, \ ............ ' e.. ... ....,.,,..,. """.'"""'""'L"""'""" E .... eaa ..... ___ (tw>) -- Q"~~~avil y (;ollcc :ic1 ~ir>e')£_ __ _ ·-- I r:;:==:=l I I @@ 08 I i ~B~ ~g e~ I ' ~ I 1\.., "~·'"'~ ;; ., ., I/ -~-~ •/p ""'< '--...__ " 1 ~1 A "' "'"' <%'! ;;q_ .:f:? ~,§, Q. &;' ' ---' D ~-" ~Jjr 1 f]lf ~ ~ Service Road ! I I r-·'l I ---, l •l I 1''1 j I I• I I I I l l I / I I ' : I I Ll ~ c L ro [0 N c ~ ro [0 M c ~ ci'l '<t E ro [0 1.0 c ~ ro [0 co E ro [0 ,.._ E ro [0 co E ro [0 'ill,' I I I I I I I ~_I I ~2 I I l~i[ [I ILJ _.fL-=::JI I Jl : ~ 1=-:J ~ _, •-t7=:~ [::.";:,-· ;· Treatment Lagoon SYSTEM LAYOUT 'I I r ,~_L t LllJLA t JJLJ i I I l/ I J ~I "" ___ -~--. -~r ... ~:"'~"""'C"'"'""""" \ .. I '-,_ ,_, . '"·'"''"""'I • c ... "" 50',_,_ lo,.•' ... ~ ... ncr \_ ~.~~-t>~~> """ "' "' -;::: ...... ~/ I E..-.......,,...r =L .. -'-""'""""'""""'-£10\"08 a J ~~ily Cur :ed'ur· lL.,"'-------·----- r- I i ' :' / I ' I I u I I I / ... / I "'" 0 r.;;:-, ~ "' J> I I 1!.1 \.::./ " <%' .i' I \ __ tfl 8 "1 M A® ® :P_,~o ! 1\. ·-~-""?~~ \:._) -~ff0,. ' ' '.... .. ··~~:::?p Q ~0 .• 11" ·~" o '"" I I "'""" • ,, ... c u~/ ·-~~ . o :rt \ ..--~-"' ' ' i -, - 1 = Service Road - ( l, --c ]' Jl ! c L ro [0 N c L ro [0 «) E ro [0 '<t c L ro [0 1.0 c L ro [0 co E ro [0 ,.._ c ~ ro [0 <Xl c ~ ro [0 :§." I 1 I l J L Jd:l J _j •· L__j 11 Ln :::J LJ , • • 1 1t H ]L ~ -~ ' ~ ~ ' ' • JJ' ;' • ! ' -,, ,t ' ~ ! ' '.-::..:.·· r-. " ""::c = /I II ~'"',~ I I ~ -·~---·· T reatment Lagoon SYSTEM LAYOUT " I.;:~~.·~ Lj J ~~ I =.· I j ' i ll. I i I Jll jjj:·· I =i I I 'I I l l J l I I i o _ o o [5_ C?J_ o __ ""' \ !L----· . ---· --~ \--------------,-:. . ~""'"''"" // ••I _ --L\--_ __ ~'."'"'iMitC«IIOCib'lw• \ ~-""'".!''-----: _ \ ~ -"''""Sio"'' ,_ CloorootOO'oo.l.,.p) ''-~-\ "'""'"'-" ~-- '-..._lo_f_<i ~ft ~ -·· I ~Grcwi c y O:.:oll ec non I ire" ~ .,_,_ ---- ., .. ___ ~) """"""'·-- I :: I .. .. .. "' 1 ., .. 1 ., i :: General N otes 1. Elevatio ns of existing drain lines a re estimated 2. Existing drai n lin es to be intercepted an d connected to new gravity sewer l ine lea ding to li ft station . 3. Site Bench ma rk set at top of pull pl ug pit on Bam 1. Benchmark set to Elev. 100.0'. 4. Sewer line cleanouts to b€ placed 50 ' o.c. {nomin al). // ( i\,J ~ ~mrwrrrwrrt~ &t ::: w M&W*Rvmm @9,_',.enn Od Ued""""---- Gene ral N otes: 1 Elevations of existing d rain lines are estimated . 2 . Existing drain lin es to be intercepted and connected to new gravity sewer line leadi ng to li ft station. 3. Site Benchmark set at top of pull plug pit on Barn 1. Benchmark set to Ele v. 100.0'. 4. Sewer l ine cleanouts to be placed 50' o .c. (nomina l). '-. ------- 1 //u.,p @:':'"'' Oul r~r!G - Gene ral Notes: i 1. Elevations of existing drain lines are estimated . 2. Existing drain lines to be intercepted and connected to new gravity sewer li ne leading to lift station. 3. Site Benchmark set at top of pull plug pi t on Barn 1 Benchmark set to Elev . 100.0' 4 . Sewer line cleanouts to be placed 50' o.c (nominal)_ C1\r U"\Ci ec~ 0"1 Det a il ,.,..., A.Wf' Agfi-VI~~~.:=~~~-Ire __ .._,,_ ...... ~(1!0)050-­ r."''"'""'H'"' ~-·~-""' S ·ov· 'i<oi <:,1"·"' .. , Jil\ rc ~''" I)'Mol r<:<.-. CCNfD:ATIAl -~~-"':;-;:;;;-· ~ I . Ml S''"i;.-_,_ ·. f ·~ .. j ~· ;/~ I ~ ,,.¢: ' .f.l l lll loiiU!Ft l1 ;~J:!-~JC'NI ,_:1:,1_._!_~1\S[C lik "· -' -,,, OOL [') [At. l:'>.:"r:CN -l --j ~MT -IT-l Sy>l(!'1 lcyoul & (:,,,,;,./ ~"'l e d ·_, Li"~ [fWI• HY-.:•[J;JID 0~ ~-C.\iol%<1 I V~'iJ/:•J 1''--'">IJ: lff ~l',l \ll< (.~ :;-rtlr N;.~r SD-2 A.Wf' 1\gri WMie lecl1~<>«>gy , I11C. .............. c-............. c..,.,.,,..,. """"-'""' .... -""" , .. ,.,,,.,_,,., """'·"•"~'"'"'m ~uoer So'' S;•;ler·;• J:if,, 1->:· .w;, 1.-rlul-f., r r 00\"iJVHIAI. """-''-'""' ,.-;N(u; ~~ &_.,,,.., ~~~\ ',(' 1/il; "),; -~~ ""'" "' . P* M~./,,~ l '.UI '"' ~nr_;sH rm ~~~iTP-II:.r,o ·r ''"-I;,'£)~. ll<>:«'l•~ S-'[::1 Wl l S)·~l c m n<o.: & Gru,·it v Co l ~c li or · Li1c J'l/»t.'l\': '-J:.r;ic.cr·l f~Ff:'ID oli 'jH/~9 ~[V S [D 8'f 1-'[';(,r: C-1\ 'dJT IW!I SD-2 A.Wf' Agri·Wa>lll fecl'.nology.lm;, ...,. ........... """' "-"""'·""""~"'""' Pho,·('l'<)ISO-Oi6l '" (0•01 "'-'·'"'" """'"'""--"'~ S.per Soi ~yZk'lls ~Sr\ 1"<:. "''"" :r,.,,, """ CO,'If'DJ; T/AL 1'~1-f >S r:r~-"'·'"I ., '[\ ,,T ""'· "'"" ,.1[ "-"""'"'-" ~['II' I lo yo "l ~o l ~ci i·)l Lir e 'r~WrN 1-"f: K, Oo ,-<1-,-~o r,r-;"<F,-, HY SHO~ ·~~, CWN'~ 0'1 O-iC8iC9 r,-wa-co· SD-2 t-- ss SL ss SL Overall Treatment Sys t e m Schematic Electrical Roo111 "--/--------.............. "" //--------------....... ,,, I \ I \ /~"\ I \ I \ I \ ( Separated \_-=_) De-N1tnfncat1on ) I Treated )1---------~ ,--11--1· Liquid ) \ Tank 11 Liquid -~ I \ Tank 1 \ 1 ~~Tank ) '<. -, 'lymer') \Tan~ ,_ (~ym:\) ~-=-k./ \ / ' / " / -----~/'-'-..,,......._ ______ /// '',..._ -----/ ---~~,'</ '',<':~~ I Settling / ""\ I I ( Nllcogeo \I "· ~ \ Tank I (Phospho·'"' ) "' //~~ ••• , // ~,~,_/ ". s.;:::;o ' ~~ ~I \I \ 0..,/·, _ _/ il ~ -~ SS -i SL ( Homogenization ) ( Nitrification ) o"""'~:;:., o; .9 __ T ank Tank "" r:,oo" iii UJ I I I I .(;"'"',(,_~ o. ' j ' I #'.' /"' ~ ~ " ', / 0 .,__('"'/ '~"---__./ "'-......._ .---/ <?~G -\'0'0-/ / r-------......_ -----'() ~0 I ' I / Legend Solid Separator Separated Liquid Sump Flow Direction ' / ·S: / :f 2' . n .. 0 I / / . I , ,/ 1/ I Is If / ' / ~(b f2' 0 0 /~ t£ I ~ 'b' '" ..., I ~ n~/ ' 0 VJ / (j ~ I l.<.(j c?fl/ (.J ·S' / / ..s '-I l l ~Q.. § // ;L$lt ,~0 ~0 1/J.. € "' .:§ I I I / <o j General Notes: 1. Schematic indicates typical site layout and is based on inforrnalion provided by Super Soil Systems USA. Inc. AWT , Inc. has not reviewed or evaluated waste treatment system_ 2. Site Benchmark set at 100.0 '. Benchmark at top of pull plug pit on Bam 1 . Fin ished Grade e levation at treatment system 101.0'. T op of tank elevation -117 _Q' Design elevations provided by Super Soil Systems USA, Inc. 3 . Emergency overflow line frorn Phosphorus Settling Tank and Homogenization Tank returns to existing lagoon. Overall Treatment Sys tem Schematic Electrical Room / ... _/---------......--....,"' /-----~ ......... ~~ 0 -.,., a ?j ~~ ~ -· ;u ~~ "' r 3 :s· !"-ro I I \ I \ ( Separated ) Liquid I~ Tank // / ''\ //~~'.. 1 / De-N itrifrication \) ( Treated \~---------, Tank 1 L1qu1d --- \ 1 ':'.. Tank J // -...... . ., fPolymer) \ Tank \_/ (::ym:~) \ Tank 1 '~-----/ I '--.... __________ ,// -----------------------...... // '~ ~ 1 I I \ • • ~ . I (1 Homogenization 1 ) ~ ~ ---==-SS SL ! l Tank o;.s ~ h 1 ~ Ul \ I m 1 ~ -/ en .'"J-.__ ./ / ;-------_.... Legend Solid Separator Separated Liquid Sump Flow Direction / I ; I I ' I ; ]; I 1 0 ·{;; I ~ ~;:::..' ,([j~ -::: 0' ' I~ 0 0~/1 0o e ..[p' I -:?-, fbtij 00/, '8'1 i.i..~!/ 1 0""-; ;/ I ,, ~ /-~/·-/··~ --...._ __....-/ /_/ ''<./ I ( ""'"''" \ -, ~I s;:~~g ) \1Phosph aru:'J _/~ ---.., _/ Se ttlmg / ......_ ___... Tonk 1 I ,,_/ I \ ~ ( I Nitrification ) 0_,e~ / Tank c.-> fi,oo" \ I .,,<",<v~ \ / <(,.~/,('~/ '., / ,.:,.0 >(<"~/' .. ___________ ,/ ~} IS-O / I / / "" w 0 ' .,., ~ < go i 0. ;g ' ' (5 ' ;u :J " rn"' "' = 3 !:: "' :J -" '" AWT A9ri-W~•te T~cr rol og·r . Inc [4]0 """"' .. ''"'" •o~oh, ~o ... •Oo~l~' ,.,. P h••~ <tm)859-llffi0 ""'· i"'l"""'"' =w·"'"""•lc=n Sup ec So il Ci Jl err ' '.i'~A, I"' IO <m ··.,r ,i ol f ern CON, :ENTIIJ. PFnrF K ~~ rt£~J:P <L'L "'" ''-'~') PP[U .·I 'J..'RY r.o F"C.: ;'lOT q£11CCI:JB_C_Qin1UCll:f, ''''' ""w L'L .'b'"''""' <Wfl TT r 1·\'a,J ;c T c~atmcr il u,,;l ~C I H"l :J ii ( •>' "''.'•'if. ElY K t;o•,;;;.:-n R['.'I~H IN (•,1 SHfFT ~.'.1,1 [ SD-3 AWT AO~·IMISie Technolog y, Inc >4JIJ Ll!a,C>"IQ>C""o ··~-'· Nu<Lh """"' "~"" Fho-)010J•"-- Fo>e (,10)23:l-"T.l ••n"'!';""""'""' ~ "'"'"' S::i l 0 oyo lu •10 li S'. lr·c Jow· )"dd I .PCl CO,mlliiiJ. I'I<CtE;\Il•"ll"'llt'Ct'L ·:·· .. , .. , .. , P ·~L L '"'I •. !.W J[S!G rl rw r •. ,LlA'i ll> t :.li CU'I'''''J'.· ur·t e.\-''""''''C OC"-"''""" 1-------- l 'il-lll l l <Li - '.'i<::;l~ ~r c' l fi C 'il I.Jn il ~C h C"'T (i C V...::f /; f!J{i ; I .:;; ~ •: r., ~ 1 ... , ......... ~... 1 R<·-~~~_,, 1;_~~~~;~,·.·~ Q. 0 ' ' <:" ~' "" """"""'~" ~ '~"'"' ""'·' ~ .._o,S I l li} J!i · ~-~ ... ~.,.~ .. ~_, .............. "' .. k'"""'1"" s to existing lagoon. ""v 1 n, E'Y lrn ro :D o~. ~; ,(J~ ceum , ~ --I L_~<o ~================="' SD-3 !/ ss SL Overall Treatment Sys tem Schematic Electrica l Room (/~',,\ (/~~.,~\ /~-~"'\ "' 31 '(_ / (Polymer tank "~ ow UJ"' ~~ ]!.9 <UUJ 0. Q) Ul Leg e nd I I Separated ~ De-N itrifrication ) I Treated ,---+·--\· Liquid ) \ Tank \ Liquid -~ \ Tank 1 \ 1 ;,_. Tank / C>l \~/ t . ss I ! SL \~ / "\ /1 </ '---~/~. ... '-" "-' .. ·~----_/_/ '-....... .. _I __ / / ---... __ </ "'\ I ( Nitrogen ) 'v--....__ I Settling 1 / "-\ __ \ Ti:mk 1 (Phosphoru s) /,---"\ _..~....-....__.....__ ;;::/ '---.._ ___.../ SEtlli:1g / / '--... -\ Tank. / /"-.._ / I / \ -......._ _ ___... I \ I \ 0-.t\/ ( Homogenization ) I Nitrification \ ,..,~~ Tank Tank ! c.'> 0 ·.,o" ,---I I I qf'n~'$ L~--=----r-----"' / \ I ._,<$/~ ... :--: -\. / "..._ / ~~ "-~e/ j ';-....~, ____ ..... _.. '--.... _____ ___..-// ... <?~~0-<~0'()"/ ' "'" ~ I . ' / ' I I ' ,/ ., / / Solid Separator Separated Liquid Sump Flow Direction / I ' I ' ·"' / 's :1::0. If j General Notes: (l) f)C: I / .:::,.([) .~ CJ ~ I 0 & cs;;JI I 0 4;~1 · G-<5" ~() .:::; // / il .:::: Q.r-.1 '(~~/ ~ Cf I 0 ([)/ (o ~ / i i.J.;c: f .t ,/ I . 0 -~(.1 ;.;:. I~ IJ.. -.§ <o 1. Schernatic indicates typical site layout and is based on information provided by Super Soil Systems USA, Inc. AWT , In c. ha s not reviewed or evaluated waste treatment system . 2 . Site Benchmark set at 1 00.0'. Benchmark at top of pull plug pit on Barn 1 . Finished Grade elevation at treatment system 101 .0'. Top of tank elevation-117.0'. Design elevations provided by Super Soil Systems USA, Inc. 3 . Emergency overflow line from Phosphorus Settling Tank and Homogenization Tank r eturns to existing lagoon. ~w 0 .; .,., 0 < nO ~ !i ;g a· JJ ~~ "' r ~ -· :J " !"-co I \,-~, AWT Agr1 -1NaSI<> I "CMOI"Jll, Inc '""'"~"'-"'"" "'"""'· ""'" 0."'"" >ooo• """"'·'""""'"..., F•"(<10),t.1010 """·'~·l....,com >t;P"' Soil h er I_ •;.\ or ,-," COf.fl:EI/~.oij, '''-"r'"""' ov,·n• "" /~,,;"' y~ '·~ .o ·,,.H ._,.,,., /. l,fil 10 '1 "'-IW JLO :~1. o:ccon r S'•l I IIIII '-''"o le "lrP<Jl 'l er,l :Jri ' 'i c1 emolic ---- ) ~,._,_,..1 1<1 ;u J~ \ 1lidoor 1C'1 SlD d itt'-'''"-' or1 SHFFI N''Ji SD-3 T op of Lilt Sl<llio n Elev : 100.0' Fin ished Grade Ele\0 : 97 .0' 6" Overflow Invert Elev: 96.0.--- 8" Inflow Invert Etev : 93_.o_· _ Interior Floor Elc...: 88.0' ~~):;i;t S tat ~~· ll!JlG I Float 1: Float 2 : Fl oat 3 : Float4 To f-'. lagoon I · .'j I (f' !,-'--'- From lr Production I , E3arns I I I' U.-D FLOAT LEGEND Hig h Water Almm Elev: 96.0' Audible & VIsual 1 Lag Pump On I Etev : 94 .0' l ead Pump On Elev: 92.0' P ump Off l High Wate r Alarms Elev: 90.0' I . I ~~~~~ ~ I II ( 0 FU --'j--- 1 ~~ l -:"1 _ To I _ Unit "'-.. NEMA 4X Duplex Control Panel w/ Disconnecla Etectrir.al Conduit (sealed at both ends) 6" Force Main Etev: 95.0' I 11 . 11eatmenl lf I -~ ', 4 'x4 "Treated ( '-. '-P osts I r, 4" D ischarge · 1 .1 · wf Che. ck Valve /"__--wl Ra1l System DJl Submersible Pump ~-/ ~-' (design by others) ,Jll lll:l!lljl I~ • •· . ·: _ • • • '· B' Di;;ometer Precast b · · · ' · · · "-M;mhnle, 12' Depth :te> } 0 v ::> ~' C> J (( l" :> 0 (I D) fj"l')l)l) S".DEPTHGRAVELUNDERBASE 0 (> ..?8 --~(>v~>,>:> :::· 0 :>, 1/'C>I/-' General Notes: 1. Contractor to follow State , County and Local regulations and ordinances. 2. Contractor to follow OSHA safety standards for excavation and erection of lift station and installation of piping. 3. Uft station to be installed prior to intercepting existing waste lines . 4. Site Benchmark set at top of pull plug pit on Barn 1. Benchmark set to Elev. 100.0'. 5 . Top of lift station at 100.0'. 6 . Design elevations and manhole size provided by Super Soil Systems USA, Inc. Elevations have not been field verified by AWT, Inc. AWT. Inc. makes no warranties regarding the accuracy of the elevations provided or the adequacy of the manhole size with respect to system performance . 7. Duplex pumps are to be used and installed using rail system (by others). 8 . Pump selection and sizing by others. 9. Force main piping from irtt station to treatment system to be SCH 40 . Maximum allowable flowrate is 400 gpm . Maximum allowable pressure is 180 psi 10. Concrete Manhole Sections used for Lift Station to follow ASTM Standard C478-09 "Standard Specification for Precast Reinforced Concrete Manhole Sections" 11 All electrical work to be completed by Qualifie d Electrician 12. All electrical pipes to be sealed with Duct Seal. 13. Final site grading to shed surface water away from lift station. 14. Lift Station base to be set in native soil material on a 6" gravel base . 15. Backfill material to be compacted during placement. Backfill material shall be free or o rga nic material , rocks , roots, et c . 16. All gasketed pipe should be insta lled with thrust blocking . Final thrust block sizing will be determined by others. 17 Super Soil Systems USA, Inc. to be responsible for cover or safety railing for lift station . Tl :RUST ~ . II L.JNJ.l.'IUiin .. ' ., ..• ~~ I ,. 'L ~ /N'~ ~-"1 @ '-HUST El I H·;:l S , jli ~ LIJNOIS.lURR C.~ :;C il . / .,§¥4ii\!;g o= ~ 0~ T''h:lCSI . BLOCK - 1-;1 .Sl ur uc:>\ TilR._ST Bl CCK''-.'G 2/ .!l-BENDS I III <U ~i ' I OCK "J (J 4 -"W.AY .JUNCT'OIXS TI 'IU c: '3 LO::-< I c{.;U ~ 1· ~L U CK r·L"; 90. B EN DS T-1-.:UST EL:J ~:·<.....),. HF US'I 3 LCt CK 1\I :=: 4:/ JUNCTrO"<S TII RI IST l·liCo O ; 1111 .1~ IJ uJ(;'< r·JG TI::.E , ~,hCIONS I 1 "~l J: ,. -II Ol.k l r~C .,ED vCFRS AlJ 1\~ri ·Waste 1 ...., ... --"~:-;~~ ....... , $cp"r S:;l S·r; '""" r,l CC'"' ~~~.· '~ \~ .'{£ ./~~ ,; .. {. f'1i \WI~I.« f,OT olf.U I·~U f [• flLV. ""ll W: ~ l>IHI r:;,( Lift S.a :O::" &:. Rlc:dit'] ()~:<ri ~'~fl '" lt:J ~-Davie'<~~; ..?1 RI.Y:i[~l "! I \IM I N.\'; .w;• e~.,; , ''·' _j D ~·· I Top ot Lift Station Elev: 100_.0_' __ Finished Grade E!e....: 97 .0' 6" Overflow Invert E\ev : 96.0 ' 8" Inflow Invert Elev: 93.0' Interior F loor Elev: 88.0' -E- To Lagoon Float 1· Float 2 Float3: F KH:It4: U Coctcol Floats I . '. l ~i) n ~~, FLOAT LEGEND High W11!P.r Alann Elev : 96.0' Lag Pump On Elev: 94 .0' ll t.ead Pump on Elev : 92.0' Pump Off EJev : 90 .0' Audible & Visual ~ High Wa ter Alarms NEMA 4X Duplex Conlm l Panel ~ w/ Drscunnects I I ~ ....._ E lectrical Conduit (scaled at both ends) I ~ I Jl .------=-:.ED --·. --~~' 6" Force Ma in ( .;~-: . ·-~~-__ Elev: 95.0' Unit \ -·. I, 1 ~J fl''""""""' I ~-....., ~'-...._ 4"x4"Treated P"ts Fe= lr Production [ r ~- 1 ,.,, I I -........,_ 4' Drsdlarge I wf Check Val\le Barn s Submersi ble Pump I . ...--./----w/ Rail Syslt!m __--;·-' (design by others) .....:. .~ '" . . "', ' ,'.· .. ··" (> 1/9 (> L' • I> I) r:> 0 C' 1,) :>~ G'i !C•r,~ 6"0EPTHGRAVELUNOERBASE 1/ (> ,fr) C>r/IJ'C'V O C> 'J ~' C> I> C C>~ 8 ' Diameter Precast Manhole, 12' Depth (1.0 .) ."l•.l ill Sb.i U'l JJ.ec c· _ __ _ __ ---· ~~~ General Notes: 1. Contractor to follow State , County and L ocal regulations and ordinances . 2 . Contractor to follow OSHA safety standards for excavation and erection of lift station and installation of piping. 3. Lift station to be installed prior to intercepting existing waste lines 4 . Site Benchmark set at top of pull plug pit on Barn 1 . Benchmark set to Elev . 100.0'. 5 . Top of lift station at 1 00.0'. 6 . Design elevations and manhole size provided by Super Soil Systems USA, Inc. Elevations have not been field verified by AWT, Inc. AWT, Inc. makes no warranties regarding the accuracy of the elevations provided or t he adequacy of the manhole size with respect to system performance . 7 . Duplex pumps are to be used and installed using rail system (by others) 8 . Pump selection and sizing by others. 9 . Force main piping Trom iltt station to treatment system to be SCH 40 . Maximum allowable flowrate is 40'0 gpm. Maximum allowable pressure is 160 psi . 10. Concrete Manhole Sections used for Lift Station to follow ASTM Standard C478 -09 "Standard Specification for Precast Reinforced Concrete Manhole Sections". 11 . AU electrical work to be completed by Qualified Electrician . 12 A ll electrical pipes to be sealed with Duct Se31. 13. Final site grading to shed surface water away from lift station . 14 Lift Station base to be set in native soil material on a 6" gravel base. 15. Backfill material to be compacted during pla cement. BacJdill material shall be free or organic material, rocks , roots, etc . 16. All gasketed pipe should be installed with thrust blocking . Final thrust block sizing will be determined by others. 17 Super Soil Systems USA Inc. to be responsible for cover or safety railing for lift station. l t-'1-:USI EIO~:k -/ I I S('; I L ' r II t:v~2';~u~~~~ J IL '~'!CSc U im D -' -- I /-s'"',..._E .. I I I IIU':: ~ =:::J ZwamiK4 :; -. - =:::=J ,;·~ J:c= -I {LSr IJ LC>:-:K ' -1 '\~.ST E!L :JCk TIIR .jS I :::::c.OC>< T! .'~li ST r,, C~(;:(l \li~ 77 l lF\'8~! / 'IIRLoSI 81 CC;<tNC 4 '/'i,~.Y •1U NC ll ~)~b I HRUS-8LCCK. "C ~··:;· BE \ ;:-; ~;'(i,L,';: Skli " [>tail -"""'----~1 Top of Lift Statioo Elev: 100.0' Finished Grade Elev. 97.0' 6" Overflow Invert Elev: 96 o·-- 8" Inflow Invert Elev : 93 .11 Interior Floor Elev: 88.0' @! ... ~1 S:~ti""-Ll~toil Float 1 : Float 2; Float 3 : Float 4 : ] Cootcol FloMs -I ~~ ~-D LBg~on t· :'J ~- , 2 ) ' u 1---;_~ I I From rf1 ..!3_·1 Production I, 1 Barns FLOA T LEGEND Hlgt1 Water Alarm Elev: 96.0' Lag Pump On Elev: 94.0' Lead Pump On Elev: 92.0' Pump Off Elev: 90.0' ~ Audible & Visual High Water Alarms NEMA 4X D~lex Control Pan el wl Drsconne<:ts '[tj '·, 4'" Discharge -, -..__ wl Check Valve Submersible Pump __.....---wl Rai l System ldesign by others) l.rD ~I ~ i~ I -~ . : ' " ..... • -•· · • • • ' • · · ·-· · • . 8' Diameter P recast ~ ,;; rr tf . 0 . ·~ ·(,;; J · ·~i &1>--~~nhole .12' D epth ~· &8o',)f) 6"Dt:P rHGRAVELUNOE:R1Y1S E C>)lj 6 ( .. ) :> I) (' '.) 0 I) D D C> ~ (> li I H W 1 ~ I !:I U : . .><~ THRL'-;1 BLCCK'\G ·~~· ,.'~'JCTI J"I S General Notes: -HI,\JST I-l l OC f;___.:. J .. (U':iT LllOCKIN;.; ~~-:: ~'JN CT,U'-S OHR~:sr I"JLOCKrr\G 1-;:.·:ri .'CE R ' 1. Contractor to follow State. County and Local reg ulations and ordinances. 2. Contractor to follow OSHA safety standards for excavation and erection of lift station and installation of piping . 3. Lift station to be installed prior to intercepting existing waste lines. 4 . S ite Benchmark set at top of pull p lug pit on Bam 1 . Benchmark set to Elev. 100.0'. 5. Top of lift station at100.0'. 6. Design elevations and manhole size provided by Super Soil Systems USA, Inc. Elevations have not been fi eld verifi ed by AWT , Inc. AWT, Inc. makes no warrant ies regarding the accuracy of t he elevations provided or the adequacy of the manhole size with respect to system performance. 7. Duplex pumps are to be used and installed using rail system (by others). 8 . P ump selection an d sizing by ot hers. 9. Force ma in piping irom litt stat1on to treatment system to be SCH 40 . Maximum allowable flowrate is 400 gpm . Maximum allowable pressure is 160 psi. 10. Concrete Manhole Sections used for Lift Station to follow ASTM Standard C478-09 "Standard Spe cification for Precast Reinforced Concrete Manhole Sections~. 11. All electrical work to be completed by Qualified Electrician. 12. All electrical pipes to be sealed with Duct Se.:J I. 13. Final site grading to shed surface water away from lift station. 14. Lift Station base to be set in native soil materia l on a 6" gravel base. 15. Backfill material to be compacted during placement. Backfill material shall be free or organic material, rocks , roots, etc. 16 . All gasketed pipe should be installed with thrust blocking . Ftnal thrust block sizing will he determined by others . 17. Super Soil Systems USA, Inc. to be responsible for cover or safety railing for lffl station. IHRJST Sl CCK f I I I I 'ri~US T .-r.O:>< ., IL ~I ­=-"p U~J -1 1 :~-:-UI <Il rD __ ', // SOI L I ~ ' ~~ ICL)CT l~bf ~,:~ J ! 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