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HomeMy WebLinkAbout310180_HISTORICAL_20171231NO... AROLIN ".M Department of Environmental Qual W) ZPIA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director February 17, 2009 Sean J. Simpson n Paradise Farms #2 / Z 137 Dr Ngo Ln.�c/ Mount Olive, NC 28365 Dee Freeman Secretary Subject: Sludge Survey Testing Dates Certificate of Coverage No. AWS310180 Paradise Farms #2 Animal Waste Management System Duplin County Dear Sean J. Simpson: The Division of Water Quality (Division) received your sludge survey information on February. . 2; 2009.,, With the survey results; Agfiment.Services; Inc on your -behalf requested an extension.. of the sludge survey requirement for the lagoon at the Paradise Farms facility:. Due to the ;. . amounts of treatment volume available; the Division agrees thata sludge survey is not needed - until 2012. Thank.you:for your attention to this matter. 417 you.have any questions, ply cell p gt19u21 715-6937. cr.�%L+:d V ITI Sincere(lyy,,//% FEB 19 2009 Miressa D. Garoma Animal Feeding Operations Unit cc: Wilmington Regional Office, Aquifer Protection Section Agriment Services, Inc Central Files 1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh. North Carolina 276047�TOne Phone: 9IM07-6300 \ FAX: 91 M07-6492 ;. Customer Service:1-877-623-6748 1 y OI'thCarol in it Internet:w .ncwaterquality.org ��n���Nn//� An Equal Opportunity! AEimiam:e Actm Employer bi rallL/! Nutrient Management Plan For Animal Waste Utilization This plan has been prepared for: Paradise Farms Sean J Simpson 137 Dr. Ngo Lane Mount Olive, NC 28365 919-222-0169 07-09-2008 This plan has been developed by: Ronnie G. Kennedy Jr. Agriment Services, Inc. PO Box 1096 Beulaville, NC 28518 252-568-2 De eloper Signature Type of Plan: Nitrogen Only with Manure Only Owner/Manager/Producer Agreement I (we) understand and agree to the specifications and the operation and maintenance procedures established in this nutrient management plan which includes an animal waste utilization plan for the farm named above. I have read and understand the Required Specifications concerning animal waste management that are included with this plan. % Signature o er) ate Signature (manager or producer) Date This plan meets the minimum standards and specifications of the U.S. Department of Agriculture - Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water Conservation Commission. Plan Approved By: 7 � O echnical Specialist Signature Date JUL 1 s Zoos 721383 Database Version 3.1 Date Printed: 07-09-2M ------eover-Page I Nutrients applied in accordance with this plan will be supplied from the following source(s). Commercial Fertilizer is not included in this plan. S5 S\\me Nurser Lagoon Liquid \\ante generated 678.432 gals/year b\ a ?.»' animal S\\ine Nursen Lagoon Liquid operation. This production facilir`has \caste storage capacities of approximatcic 180 da\'s. Estimated Pounds of Plant Available Nitrogen Generated per Year I iroadcast 1563 lncurpurat l 2684 I,\iwcd 2955 Irrigated 1698 Mac .Avail. PAN (Ibs) * Actual PAN Applied (Ibst PAN Surplus/ Deficit (lbs) I Actual Volume Applied (Gallons) Volume Surplus! Deficit (Gallons) Year 1 1,698 5896 4:198 2.355.185 -L676J03 Year 2 I.698 6784 -5.086 2.709,727 -2.03 L295 Nota. in source II). S nte;ms standard sotuce. li mean., user delinad sour:o. Ma\ :\r;tiluhle PAN is calcu Ia.ed ,it die basis o(the actual application 111e111od131 i jetty i t icd in the pl;m for this >otu:c (o7917 Database Version 3.1 U:ue Printed. ul-1_'-2006 Source Pale Pa,;c I of I Narrative This'WLIP is written using mieated acres information pro%ided b} Howard Hobson of Nkirph. Bromi. ,snea% Database Version I.1 Data Primed 0I-I2-3000 Narrame llat,c Pa,c I of I The tame ,hok%ii [,chn% j,rox iocs a Summon* nIthc crop.,or rotations mcitidcd to tlus plan ior each field. kcali tic Yield cs1111111e:< :!,C als" provided ;ot c:1ch crop m. !)c plan. In addition- Oie Leachilig llidex i-oi each Bold :, slio-,Nn- kchQrc available Planned ( rUP.N 'W111111al-N 1 lact held Ac-es cre` Soil Scric, "oos,", —�7777711 Crop Sckluclicc —opl\ kYE 1('01 N A IN.,rtolk 60 I$O, lan.� NfantlTed. Full Seawn 42 bu 3716 1.60 N A IN.,r.i: kmi. 6want Ili hue Wheat. Grain 60 bu. Mwwd Full Scawn 42 b.. 492i I I 5A01 5.40 N A korlblk iconl- ('wain I i bit. IWh,:n, (4,,in 60 hue I%imored- Full Season 42 bLL 492i 11.'_tl 1. 20 SA korfolk Cont. Grain I 1 1i bit Iwheat. (;rain 60 bu. 11w,lvao,. Manured. F.11 sea,"'n 4' 'In, 6346 1 1 2.S(1 2.901 Norfolk Come Grain i 1 1 bu Whcm- (;rain 60 bu. Eft Full 6346 2 1 "(1 1160 N A N"doll, IC'.- o',n. I !15 bu W11-11. Grain 60 bu. So\ban,, Manured. Full Sea,,,n 4' bu 6346 3 1.101 1.10 \ A k"f'41, Gm,. (;rain 1! 5 h,:, wh',a (rt,%io 60 Fz: Mnured. Full Sarin 6346 4 (1.7(1 0.701 N A knrinik Gran. ki-lin Phan. Oraut.. vo b, MartUred- Full Season J: b" 6346 1 2.001 --.O()l N A korfi,ik IC"L Grain IN,,.\ hc:m,. ManurQd. Full Sa,oii 4- hU 6346 3.101 3. it) N A 1\J,nolk Lo 1 G'am Phut. oo MI =S o0'an'. Nlanu"'d. Full S.; ...... U, N x Noru,lk o.'. U:."n (,i7l)', 7 Dauha'r \ ;'wo I I Dal, P'nued I I , 'o0o IVS P N'O I I.: I'\ Inkil ` iiiealis user entered data. frau Fuld Total I Acres-\ t-seahlc t1 Lwching Lrde\ 13.1. - Soil times Cap Seyutucc 'IT heat, Grain 60 bu J\I129RC \lanured, Tall Se:,,n '13nnqW4ft nn.Gmi%heat. Grain 60 b. o\fi2aro'\lame edFadlSeavm == h+L om. Grain ll>bu. Wheat (imm' 60 hu. So\ivans.. ]lanured. Full Seaum 42 bc. 6347 1 3.60 3.601 \' \ Norfolk Cum Galin - l I bu. l6heat. Grain 60 bu. So\h2ans. \l:utured. Full Segura i2 hu. PLAN 10:1AI S 31.7(i 31.70 Ll Potenrial La lchin¢ Technical Guidance loav p lenual to contribute to oluhle \one i nutrient luachim, below the nxx zone. \Ind mate p\tauial n+ contribal, to soluble Nument \IanaeAnenl (i90) should be planned. >_ ? t nume+n Iwchin_s helnm the nra [one. <= }Leh potential to contribute it, ratable Nutrient Managanent (90) should he planned. Other con<:.•n'an;v; Practices that improve the soils nutrient Izachins_ below the are zoneavailable water holding capacam and improve nutrient use eflicim:., should he am,idcr d. Evtmpl2s > Ili are Cover Crops (340) to S-..\enRe nutrients. Sod -Based Rotancm, : -,'A ). Lune- f can So- rill l.. and edge -of -bold pmcnms w2h as Filler Ships (393) and Riparian.: Lest Buller. ( 91 n 6+ 11)l7 D:nahas2 \ tt'<io.. }.I Dale Printed 1 1 _2 '00,• NC3fh._ S\n)i\)I ' means user entered data 'I IIe Wuslc 11liliadi(nl I III, Iv A km it beta\\ ,ulIII nnri/cs the l\aslc Lai Iixilwon plml lilt- I111., upolItluu. Plus Idau procidc, au cslinutic of the I1011111e1III'aerrs of.:foplau,l heeded IU use Illc U Un'icnls but produced. 'I'I)c plan requires amsidcralion of the realistic \ields ofthc crop, to be gro\\n.. IheiI nun-icnl requircnlcnts. tend proper it Ill inp uful,p lied I, II; it minimize nutrienl uplukc Phis lible palcidcs ❑n c,limalc ul the alluaull of niu'ogcn regwrcd he the. crop hemp gro\\n and Lill csliurle ol'Ihe nitrageu an)uunl being sulrplial he nuaune a-•.Iher b\-Illoducu. Cuirllllereltll fertiliser uud residual 1i19n prc\'iuus craps, All :Anudc (0 he quanlilc ol'�:olid and liquid o'aslC thal \\ ill he applied on each field ill onlel' II r wppb. dlc nuhcaled gnanlih 411' nitingul I'r(ill CJCh 5o(11'CC Is elso included. A hal:mcc III (lie wild nr ilkiC pruduccd and the )idol ul:uua'e apl,licJ i, included in the lable to cusurc (hill the pinu ilde,pl;uel\ Ili )\ ides lilt the IIIiIi/align rlhlhc 111;1)1(nr gen(s'alcd b\- the opeiitIion. .lame. 71 17an lnuv.nuoo Pid(1 , 5rrunc IU .ti,ril laiee total :\n'.. I'sc :lerea (flip Itlll \pllic, 1'erunl 5;imlEen PA \'lllliel ll Ita(jA 1linun, Pert. Ialllie,l .\pplie(I IirS. (flu:\I :\p pll. :1lelhudt� \I�uullr I'.\ �•:Il llflll,\ PplicA 1 i,pli,l \hnwrc.\ hldi.d laele) 16 �h,1 9lannle q,lr i., u,:1e1 I „pliJ \I:nune \hhhe,l (fidd) - \uliJ \lanum . ppliCa (field) R ,\ Ilxnl y.d .\ Gnu•. luua p.d. loon (71b S} V,n 1,:IA 2.60 2.60 C-IaII-(II rill 115 bu. 2 15-6 111 0 I11 11 t I ?II ! Inln, I I 1 la, 1.! 0 uV 10 2% 0.00 171G S5 ;:\u, hulk 2.4,0 2.1,0 \5'hcal. (Ili.... (.(I hu, ') t.4 111 125 I) (1 Irl'lg. 75 29gp ().all 77,89 11.0(! .i71b 2 .;; .Y,di.11, lbn 2.60 ('1 (iIll itI I I 5 hu. 21'1-1,10 111 11 20 lu'iy. III .1.1. i.1 Linn IIL'_& hull y71ir 2 55 :Cul'lidk 2.60 2.00Wliatl. Uaiu Ml [,it. 91-4'1!I 125 0 0 filit;. 75 ?9.9(. 0.0l 77.$9 0.00 I925 ,.._I__ �sI` iN,,,);11A 5,40 5, 110('nrn. Grain 115bu. 215-(m30 111 (1 20 filig. III 4b1.11 0,00 2,19.43 0,00 .1925 1 S5 Xo191,1A 5.d0 iaUWhol. Gimin (.11hu. 9.1.430 125 0 0 brig. 75 29.9b 1)OC II.I.77 ().lilt .1925 L\ s5 \orli,lk 1,20 110 Co, it. ( il'aiu 115 bu. ? S-G 111 L11 11 211 hlig. III 11.3.1 oLiu 51.21 0.00 I925 IA Si X,I,IWI: LZn 1.20\\'he.n• (it ain 60 I'll. 9'1-130 125 0 0 Inie, 75 29NL I), I10 35.95 'O.0l) „.146 1 SS \,rl lhll; 2.80 2.h'll (,,I it. Until' I I A bu. 2 15-(. 30 131 II 21) 1 Ili it 111 1.1..14 0.00 124.15 U.(I(I DLIn $j. .No,hdl; 2.80 2,80 \\'heal. (ill)111 I;I)hu. 91-a ill 125 0 11 Ill it', 751 299l .1,119 83.88 0.00 f040 _ .S5 :Nwi; A I.b1I I 60 Coln. ( hull 115 hu. 2 15-6' 10 131 0 20 Ill'I& 111 4.1.;1�1 II1.10 7U 7.1 0.00 (04f, _ Ri .\Mild), I.to .60\\ holl.(T min ('01u. ')I-1 0 125 0 0 Ill'Ig. 75 2991. (),Ili -17.93 111)U 1. 1.ln 1 R5 (h ain 115 Ili. 215-I. ill 111 (1 20 Inig I11 41.31 qua -18.77 0)111 .\l.I lull. LIII I!I \\'h:at.(nliln 6(l Ili. 1)1-111) 125 11 (1 IniG 75 29,9h IL110 12,95 1111n r 616 I �� V� H - li 711 11.71I it '0 070 1 , ( Wl, I l u I' l LIII'll IJ , 1-1 11, i 125 U (r 211 (1 1n'u, In,l- III I I { 1 2D96 II bfl II IIU 1104 21197 ILIIII 7 I)(llllbasc Vclsioll 1.1 Ualc hinted: 1/12/2006 WO ' I';1gc Il;igc I ofd \Vaste Utilization 'I'ahic %1"..I r I illml I'idd 11) Soil Scrip. :1cros .\a;, ('rnp I<1'1. .\pplie. 1'ai...I ..\ib�rgcn I':\ Nlltlielll ncyil (Ill, A) Comm. Fen. Nuuicnl :\pplietl (lbs A) R". (II§:\) Al'I' a llelhl,d NLnnnv K\ Nuaienl.\ ppli'd Ilb, A) Liquid .N bill, c.'. pl,kd 10,11) 1.JId 1lauulr \pph"I a", j Liquid \Lams" giplicd IPlddl lulid Slmlulc .lpplicd II'Mill l N N ,C . 1(,lx. �,AA ,..,, - lull(, 'al.. am. 1046 5 SS N,aI ,4 10(1 Dili C"ul. Claill I I S hu, 2 154, 30 131 () 1 20 biig. I I I .1-1,3-1 U nP Woli (MA) o1d6 i Si Norloll, '.,OO 2.00 Mieal. Grain 60 Ill, 7 1-490 125 a 0 Ilrig 75 29.90 (I oo Sy! 2 IIl^' f1.41(, 1, Si A'infull, 1,IU 7, 10 C•anl, Grain 115hu. 215.630 131 h 20 Ill I I 1 .41.31 0 1 W 117,.15 0.00 (O-lf, o SS No, idl• 1.10 1, If) "heal. (imin 60 hu. 9 1 W 30 125 11 11 In'ig. 75 2996 11 ou 92,97 0.00 0346 7 55 Nlnihll, 2A)o 2,00 C•um. ( iraill 115 hu. 2 15.6 30 1.11 0 20 brig. I 11 dd. la 11 o 8A.68 0110 gidb ? Si N,),I; . 200 2,00 Wheal. Orlin 60 I'll. 91-4'.30 125 (/ 11 Irtig. 75 29.90 a,UU 59.92 0.0C 61.17 1 SS Not1'oll, I.SO 1, 50 Olm.(ilam IISbu. 215.6.30 131 0 20 ling, 111 .la. 4 u.uu o6.51 0,00 0347 1 .S5 Nodbll, 1.50 1.50lVIIeut. l iraill 60 hu. 91-4 30 125 0 11 Ittig. 75 29.96 II(if 1 441A4 0.00 o.1d7 2 %5 Nl,, Al, 1.50 1.50 Coln Clrlill IIS bu. 2,15.6r 111 111 0 2(l In'ig. III .143:1 u.UO id,.51 0.110 f..W7 2 S5 No, IN), I'mil 1.50 Wheal. Uraill 60 bu. 9'1-4 30 125 0 0 Ilrig. 75 29.96 0,00 1-1.9-1 (Mm L 1.17 i SS \..doll, 1,00 3,60 Loin Chain 115 bu. 1 15.6 :30 Of 0p2('0 Inig. I I 1 -1431 a ail 159.62 Will 1.1.17 t SS VUI IIA 1.611 3.60 Wheal. l iraill 611 bu. 91-I:111 125 IIIrtig. 7t 29.96 null 1117,%S 0.00 ` 1, n:d:\pplicd. Itit It. "AI'll, 2.31 5.17 -- ---_ 'l Taal l'rcduccd. lu(ul gallnnx 678.43 Ilal:ume. IIIIMI Qallunx -L(i76.75 I owl :\ppli,:d, lull\ I ou] Ill odl ccd, I'll)% U.�U 11.11illll' li lll, Nines: I. In the loci culllnul. - scrllbol nlcpus lulsed. ulhcl'11ix. omled. 2, ScnlhoI ' 1ne:ms user enIcrul dnl:l (?7`)17 I);tI:lb;lsc vosmil LI I)aIc Ill ullcd I/12/2006 WI)I'hil}c I';igc201'1 \\'il.lil !lull/:1111111 I it Ill' 1'u1a1 :hrcn 1+: n,rcr 1'c:v I,1111 2 P"iod \1111`L,II 1`A .\Illoi11111 I,tvld (`1111111. 1'Ltl. ^'11 aV1u :\pplicd 12�\. (lb, A) \Ielhu,l \I:I I1111�I PA uImmkl:\ Pplial \ I+lll`I \Ia11111e.\ ppiwd Ula':1 6'eln :i•illl \I........ .\I+IIIi"I u1.1'¢1 I. Illllll \I:Ioult, :\ppli'd Uiddl 1ual. e'„b til)Iltl SI1I1111 R' kpplial (Pidd) Iran. ILL'. Fi:W 11) Soil xaic. \' \ \' \\I1tI1L (italll So�he:uu. \Iunul cJ, 1911I Seaslm Slm'bc:tlle. :\lanured Pull 5eawll Wheal. iraln _ Su4beUni l:min'ed. l' 11115<nron \\'Ilea'. l hill So)'bemin.'\bmurad. Full Se:l.uu ou I'll. 42 [,,1. Gfl bu 41_bu. 011 bit. Y I-i lU 1 P) 14 ') I4 311 4'I915 91-410 125 I64 125 ILJ__ 125 0 0 11 _11_ _ 1) U 0 U Il IIIIX 11 tic. Inge. Irlig. 5(1 I na Ali Io-I 1 •) •)7 e5.51 1997 (5,51 _U lot, 000 pull 171) 32 51 93 176.12 0.u11 o.11b 11.00 :71n 1 S5 \ul'lidl. 2 n11 2 G0 �.%U 2.G0 1711. 1 S.i \nl'lilll. 171n 2 "; \'urlldA 2G(1 2.n11\\'htnl-(ir:un n l., e5 ♦��r1611• No, I!,IA ,Vo11Lp• -- Kullul6 21`0 5.10 140 1.20 2.('0 _ 5.40 "All 1,20 0 brig. ib 19.9 O,IIIt - 107.85 ILII(1 .1y)5 .19i? A S5 S< 1< 426u. idl bu. 12bu. 1:Lyac 9 1-4 10 .11 �915 I64 125 164 0 0 0 U 11 0 lllig. 11*1ir 11'rig. IGa ill - 10-1 _. 65.51 1997 e5, 51 _ 1, 00 1100 u00 15175 21.97 7x,ol 11 (1lJ (I'M 01)11 .I92i o 14h 1.1 I ::< 5c Vorl', MI6 \'orli+ll, 1.20 3. KO 1,20 2.x0 Wheat. Bruin Gtlbu. 9'1-.1 I(I 125 U I Itrig_ ill 19.97 00U 5592 0.00 ' tilt\bean\. \IJI1l11ClL I'Illtieili`III 12ltll. 1I!l I5 164 U 11 I'1'Ir!. Ini 1.5,51 II1111 I\1,-I2 (LUU h14n < S- ],$U 2.Xp \\'hem. drain &n'hean*, \1:nnued. Pull "tu.nu bl)I'll. 91.4;30 )25 1) 0 Illig, 5O 1297 (100 1I.'96 1100 1. j4n _ ,tit \ud616 1 G0 1.60 42 bu. 4 IA 15 104 0 0 In'i�. 164 1.5.51 pL0 1p4.xl 11.1111 01.16 d4o 61•fb 1,}Ih a_ 1 S-c 5 tit \rn1616 \mILl6 \nl'lid. I GU LIU 1.11) IL70 GU I,10 1.1U IL7U N'IiasL Brain "J\'bC:111n. \1:IIIIIl e1. 1'I111 tiell%`111 - ( MIla 1. ilmil Sm'henu'. Nuuurvd. FIIII "eaMm 00 I'll. 42 ha (11 bu. 9'1-4 10 -1 1.9 15 9 1-1 10 12i 164 125 0 0 0 1/ (I 0 brig. Irri g. It I'it:, SU Ioj S) I')97 65.51 19,97 u.Vll 11.00 �'� 1) Oil 21 •)7 72.1ffi 13,94 O.U11 0.01) 0.00 42 1m, 4 I ') 15 IGa 0 0 Il'1'ig. I64 n5.51 a 00 - .15, xA 0,00 (d4(i 1 Si F:w Nk 0,70 IL70 Wheat. Orlin (0bu. 91-41(I 125 0 0 ling. 50 1997 ' II(1O 1994 0MC fni-lo 555 \oI Nk 2 Of) 1.00 Snyhe:ulp. Ahmm'cd. Put1"alnull 42 bll. 4 I'J 15 IE4 11 fl brig. _If`4 n5.51 11.11u III Ill II IIU It 2Af1 200 R'hral.). it om 60 I'll, 0'1-) ill 125 0 U hrip. ill 11).97 1100 -- 6191 (111O I "5 \•,11,,I1, i.11l . G•\Lcn\I:unll"I fulls.:...... bu. 1I')Ii IF1 !1 ilylol nt 51 111111 :U1.IIx111111- T17 -nUIr `. __'.�lu�ll. V.v lid'. 1III IIU WLcaL(ilmll I ?I'll 200 Iri;• lal 05.51L11112 11 s5 ? nIuIL 21If1 201 WI rl' 11111CC II:IgIc 2 of 4 L�7')27 IJalabOr.i VC1 lml +.I Dac I'Fiplccl, I/12/?IIU6 Waste Utilization rawc Teill Nilmgcu PA Nmiionl I<eyil t'unnn. Pen. Nllllleal Applied Ito,. (11, A) \I:uuuc PA N mienlA pplieJ Liquid \Omur&,A pplied (aclel Sr1id V;nnuc Apph"I (,IN) Lirp,id )lamuo 1pp6d oidd) Solid \lmule :\plA,,d (Hold) Piclil ;nur.. U., .tiuil (sic.. 'I',IA \em+ I]c .lac. I<1'b. :\ppiie, I'crnnl .\pplic. pldh,.J N .4 S N IIIIIb cal \ Lnn I�em,•al. em. 6347 1 tit NO,foll, 1,50 1.50 \\hm. 0ain Whu. '/ 1-4 10 125 0 it III'ig. 50 1'?`/7 Uq 22'll� 0,00 1. 1.17 1 Si .Curlolk L50 1 50 Soelaanx. \laplm¢J. Pull seawn 32 Int. 4.1'/ 15 164 0 11 111 ig. Eo) Uu0 98,26 (l,fID 1,3 .17 2 .tii Nnl liyA LSU L511 q'heal, ('nail( ollbu. 91.d :111 1?5 (1 Il Ilrig 000 '"/.vo 0.110 J. ,;ln 1 c5 1lodoll. L50 1. 50 smi"mu:, .MwIt"'d. Pu11 Srne„u .126u, 41915 164 11 0 Grip, brig _. 1„ 1 SIl e5.51 19.U7 Iron ')8. 21, 0.00 II IIO 71!111 (L11f1 u:b17 1 ,tiiA'urlldA 1.6n 1.L11 AA'heal. Ul':ul, 6(1 I'll. 9L4 :1(1 125 0 11 ('347 1 Si \'o(Ihi6 3.60 ;.60 SOchoau,. Alunured. 14i11 tieasnn 42 hu. 4 1 9 15 164 fl U 111 ig. II„1 b5.51 0,00 2.15.83 UJA I "[III Applied. 11100 golluu, 2.709.73 I otal I"u'lWAd. l llloHall, 111, 678.43 11J1:1111 e. 11NMI NJII,IIIY `2.031.29 '1 owl :\pplieJ, (OILS 0.00 I „t:d rlILdneed. um, 0.00 Oalance. lull, 0.00 Notes: ). In Ills fl;ICI CUIn1111t, —symbol II UWIS IJiISCd, olhcr\sisa o\\uc(I, 2. Symbol ' means dsol calewd doll. 1,i79;7 1 ):lt:lbosc Vcrenui 1, 1 1):dc ilt inlcd: 1/12/2(IU(I WU'I' Pn};c Page 4 ul'J The Irrigation Applicaiion Pnctor., for cuch field in this plan are shm%n in the iollotting table. Infiltration rate t aries tt ith soi IN. li apph ing,taslc uua:ents OvouLh an irri aauon ,lAcn . cou moat apply at a ruic that trill not result in rtmot3. This table pio, ides the ma\inwm applicaunm late per hour that mac he applied to each field selected to receive trastctttiter, It also Ilsts the ma.�inunt ❑pplication :unoum that each field ma, receive in ant one application event. Irrigation Application Factors Tract Field Soil Sane, Application Rat, i IinchesAxtri ;lpplication AmOU111 (Inches) 3716 1 Norfolk 0.50 1.0 3716 2 Norfolk 0.50 1.0 4925 1 Norfolk 05o 1.0 4925 IA Norfolk 0.50 1 ti 63,46 1 Norfolk 0.50 LU 0346 2 Norfolk 0.50 LO 6346 Norfolk OSu LO 6346 4 Norfolk ().5o LO 6316 5 Norfolk 0.50 1.0 6346 6 Norfolk 0_;o I0 6346 7 Norfolk 0.50 1.0 6347 1 Norfolk U.St1 LO 6347 ] Norfolk OSO 1.0 6347 Norfolk 0.50 1_0 /, 4t71)7' rinlahnc• %'rrcmn'i I flair Printod Ill 10 of, IA F Poo; Pour I nl I U The lidlo;ving I aekx,n Sludge Nitrogen I Itilizatiun table provides an estimate ofthe number of acre, needed for duds utilization tar the indicated accumulation period. These estimate, are bawd oil average nitrogen concentration, lin- each source. the number of animal; in the laeilir. and the plant available nitrogen application rates shown in the second adunm. L:r_oun sludge contanls nutrients and .trgamc matter remainute after treatment and application of the eillucni. At clean out. this matcn:d must be utilized tar crop pr.aluction and applied at agronomic rates. In most cases. the pnorin nutrient is nitrogea but other nutrients including phosphorou>. copper and zinc can also he limiting. Since nutrient levels are eencralh yen high,. application of sludge must be carchdi: applied. Sites must lirst bC et aluated far their ;uitahility Ii+r sludge application. Ideally. effluent spray lields should not he used t'a ,iuti_ C application. II' dtis is not Ivtssihlc. care should he taken not to load effluent application field; with high amounts of Copper and zinc so that additional cllluent cannot be applied. On sites vulnerable to surface water moving to strearns and lakes. phosphorous is a wncern. Soils containing ven� high phosphorous levels may also he a concern. Lagoon Slud,c Nitrogen Utilization Table Crop Mamiltum PA-N Rate Ih/uc MaNimum Sludge Application Rate 1 t UO sal/aC Minimum Acre, ? Years Accumulation Minimmnr Acres 10 Years Accumulation Nliounian Aeons 15 Fears Accumulation Swine Nursery Lagoon Sludge - Standard Com 120 hu 1;0 17.16 9o4 Ida% -ZL` 11av 6 ton R.S.G.. ion 26.32 904 11.in SoAti wi all hu I 14.04 8.48 16.95 25.J3 6i7937 Database Versio.,l 3.1 Date Printed_ 111-11-2006 Slttdee P:I �C P:W, I O The Available Waste Storage Cipecav table provides an estimate of dx rtmioer of days of storage capacity a\',iitab!c at the end of each month of the pia . A-,ailablc storage capacity is calcui:ucJ as the design storage capaan' in den, Hama, :he nuiiiher of net storm.: w1umc aeuunulated. -rite stint datc ;, a t aloe entered by the user and is &Pied a: the ,i:ue t•rion 11, a[)I,k me nutrient; l.� the lira Cron in the plan at 10ich s!, ra!,e ,oitime in the lagoon or hoiden, pond 6; espial ;: n:rn . :\yailubie storage eapacttc shoved be greater than or equal to ieio and less than or equal to the design storage capacity of the facility. II the a\ ailable storwe captivity is greater than the design .lordLe capacitc. this indicate, that the plan call, Ibr Iltc applieatiou of nutrients that have not yet acctm7ulated. If ayailabic storage capacity is negam e. the estimated i ohmic al aceuntuloled tyaste e•.ceeds the design storage volume of the simeture. Eithcr of these situation: indicate, that the planned applicauon imen a! in the v%aste utilization plan. i, .,...aasstent t%Itlt the ,tFLiCtUFC" teinporuA,tor 2e capacity Available Waste Storage Caoacim Source Name Sv,ine Nurser' Lagoon Liquid Design Storage Capacity (Daps) Swrtllatc 9/1 180 Plan Year Month Available Storage Capacir. (Day:)' I ! 28 I IS 1 1 180 I ISO l 5 180 I 0 180 I - 149 1 8 Il8 1 9 17 I it) I80 I II 180 1 11 180 2 1 ISO 2 ISO 180 Iso 2 i 1811 6 180 2 180 8 180 2 > 180 Ill 149 ' 11 119 2 12 S8 ` Available Storage Capaci« is calculated as of the end of each momh. it;937 Database version '.I Dale t'mitcd: 01-I_-2006 Capacih Pa_c ?;tee I of I i) Required Specifications For Animal Waste Manacement Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste that reaches surface water is prohibited. There must be documentation in the design folder that the producer either owns or has an agreement for use of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of the waste, he/she shall provide evidence of an agreement with a landowner, who is within a reasonable proximity, allowing him/her the use of the land for waste application. It is the responsibility of the owner of the waste production facility to secure an update of the Nutrient Management Plan when there is a change in the operation, increase in the number of animals, method of application, receiving crop type, or available land. 3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop yields based upon soil type, available moisture, historical data, climatic conditions, and level of management, unless there are regulations that restrict the rate of applications for other nutrients. 4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons per acre per year provided grass filter strips are installed where runoff leaves the field (see USDA, \RCS Field Office Technical Guide Standard 393 - Filter Strips). 5. Odors can be reduced by injecting the waste or by disking after waste application Waste should not be applied when there is danger of drift from the land application field. 6. When animal waste is to be applied on acres subject to flooding, waste will be soil incorporated on conventionally tilled cropland. When waste is applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding (see "Weather and Climate in North Carolina" for guidance). 7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control odor and flies. G- . . I D;uabase V:rsion 3.1 D;ue Primed: I/i2:200i, smCillcalion Paec i A. .animal waste shall not be applied to saturated soils, during rainfall events, or when the soil surface is frozen. y. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. 10. .Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching.Waste/nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of the crop or forages breaking dormancy. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and canal. Animal waste, other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer that 25 feet to perennial waters. 12. Animal waste shall not be applied closer than 100 feet to wells. 13. ,animal waste shall not be applied closer than 200 feet of dwellings other than those owned by the landowner. 14. Waste shall be applied in a manner not to reach other property and public right-of-ways. 15. .animal waste shall not be discharged into surface waters, drainageways, or wetlands by a discharge or by over -spraying. Animal waste may be applied to prior converted cropland provided the. fields have been approved as a land application site by a "technical specialist". Animal waste shall not be applied on grassed waterways that discharge directly into water courses, and on other grassed waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift from the site. lb: Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. 6;'q:- Dambnsc Version :.I Dais Primed.- L i 2;'_nub SoeciGc;umn Page _' \1 17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc., are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge. 18. if animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution, and erosion. 19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied pre -plant with no further applications of animal waste during the crop season. 21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume for waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. nitrogen shall be the rate -determining nutrient, unless other restrictions require waste to be applied based on other nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pli shall be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be kept fora minimum of five years. Poultry dry waste application records shall be maintained for a minimum of three years. Waste application records for all other waste shall be maintained for five (5) vea rs. 23. Dead animals will be disposed of in a manner that meets North Carolina regulations. 6� 19 ;7 Dacib;uc \ crsion ;. I D:m: Printed: 1; 12'2006 JDC61-1 wo+, Pne�: Crop Notes The tollowing crow note applies to fiield(s), I. !A. 4. 6. 7 Corn: CP.:\lincral Soil. medium leachim, In the Coastal Plain. corn is normalh planted when soil temperatures reach >_' to degrees fahrenhett. Rex iet\ the Official Variety "green book" and information from private companies to select a high yielding tariety t%ith the characteristics needed for \our area and conditions. Plant 1-2" deep. Plant populations Should be determined b\ the hybrid being planted. Increase the seeding rate by 10% when planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When planting early in cool. \%et soil. banded phosphors will be more available to the young plants. An accepted practice is to apph 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The total amount of N is dependent on soil type. When including a starter in the fertilizer program. the recommended potassium and any additional phosphorus is nomtallc broadcast at planting. Plant samples can be analxzed during the Proving season to monitor the overall nutrient status of the corn. Timely nnanagement of weeds and insects are essential for corn production. The following crop note applies to field(s): 1. 1 A. 2. 3. 1. �. 6. 7 Wheat Coastal Plain. Mineral Soil. medium leachable In the Coastal Plain. wheat should be planted from October 20-November 25. Plant 22 sced/drill row foot at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum time. See the sending rates table for applicable seeding rate modifications in the current NCSU "Small Grain Production Guide". Also. increase the initial seeding rate b\ at least 10°io when planting no -till_ Adequate depth control when planting the wheat is essential. Review the NCSU Official Varict\ "°rcen book" and information from private companies to select a high yielding variep with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting- Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining N should be applied during the months of Februan -March. The total N is dependent on the soil t. pe. Plant samples can be anah zed during the growing season to monitor the nutrient status of the wheat. Timely mamawment of diseases. insects and xxceds are essential for profitable wheat production. (,s„);- Database Versio❑ 3.1 Date himed: 01-13-Ni0o Crop Note Pa c I of "' The following crop note applies to field(s): 1. I.A. 2. _ - -I- 6. 7 Soybeans -Full Season. Coastal Plain: Mineral soil. medium leachable The suggested planting dates for soybeans in the Coastal Plains are from ,April 20-May 20. Re%iew the NCS U Official Varier "green book" and information from private companies to select a high yielding caricty with the characteristics needed for your area and conditions. Plant 24 seed/row foot for 7-9" drills: 4-6 seed/row foot for 13" rotes: 6-8 seedJroxv foot for 30" rows and 8-10 seed/row foot for 36' rows. Increase the seeding rate by at least 10%for no -till planting. Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended bN a soil test report can be broadcast or banded at planting. So}beans produce their own nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to promote earl} growth and vigor. Tissue samples can be anal zed during the growing season to monitor the overall nutrient status of the so} beans. Timel% management of weeds and insects is essential for profitable soybean production. 07937 Database Version 3A Date Printed: 01-12-2006 Crop Note Page Page 2 of M&D Farm TRACT FIELD X 6347 1 2 3 3716 1 2 6346 1 2 3 4 5 6 7 4925 1 2 3 4 5 6 10 11 12 13 14 IA 1.61 0.95 3.59 2.54 2.64 2.85 1.64 1.12 - 0.69 2.02 3.13 2.OS 0.427 0b5&- 0.285 0.142 0.427 0.370 0.285- 0.285 0.570 0.570 0.427 0.142 0.285 0.285 L13 A u CORNNygEAT/SB ROTATION TOTAL ACRES 24.23 Of WATE9 o� 0� 1:31EC�3VED > AUG 2 1 2008 � T BY: August 22, 2008 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality Sean J. Simpson Paradise Farms # 2 _ �L/ 137 Dr. Ngo Lane Mount Olive, NC 28365 Subject: Certificate of Coverage No. AWS310180 Paradise Farms # 2 Animal Waste Management System Duplin County Dear Sean J. Simpson: In accordance with your Notification of Change of Ownership received on August 18, 2008, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Sean J. Simpson, authorizing the operation of the subject animal waste management system in accordance with General Permit AWG100000. This 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 (CAWMP) for the Paradise Fauns # 2, located in Duplin County, with an animal capacity of no greater than an annual average of 3552 Wean to Feeder swine. If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where boars are unnecessary, 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 shall hereby void Certificate of Coverage Number AWS310180 dated October 1, 2004. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this facility. Any increase in waste production greater than the certified design capacity or increase in number of animals authorized by this COC (as provided above) will require a modification to the CAWMP 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 oar careful attention to the record keening and monitoring conditions in this hermit. If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future samples is necessary. -Should your records show that the current Waste Utilization Plan is inaccurate you will need to have a new Waste Utilization Plan developed. The issuance of this COC does not excuse the Permittee from the obligation to comply with all'applicable laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this permit convey any property rights in either real or personal property. 1�` Caro ina J�amrally Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) 733-3221 Internet www.ncwatcglualily.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: (919) 715-0588 Fax 2: (919) 715-6M8 An Equal OppodunilylAfBrmative Action Employer— 50% Recyded110% Post Consumer Paper Customer Service: (877) 623-6748 s 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 .0111(c) a compliance boundary is provided for the facility and no new water supply wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray, field. 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 CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143- 215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. If you wish to continue the activity permitted under the General Permit after the expiration date of the General Permit, an application for renewal must be filed at least 180 days prior to expiration. This COC is not automatically transferable. A name/ownership change application must be submitted to the Division prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual permit by contacting the staff member listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. This facility is located in a county covered by our Wilmington Regional Office. The Regional Office Aquifer Protection staff may be reached at (910) 796-7215. 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 AWG100000, Record Keeping and Reporting Package) cc: (Certificate of Coverage only for all cc's) Duplin County Health Department Duplin County Soil and Water Conservation District Wilmington Regional Office, Aquifer Protection Section Geno Kennedy, P.O. Box 1096, Beulaville, NC 28518 AFO Unit Central Files Permit File AWS310180 6347 1 1.61 CORNAVBEAT/SB ROTATION 2 0.95 " 3 3.59 " 3716 1 264 " 2 2.64 " 6346 1 2.85 " 2 1.64 " 3 1.12 " 4 0.69 " 5 2.02 " 6 3.13 7 2.05 " 4925 1 0.427 " 2 0.656 " 3 0.285 " 4 0.142 " 5 0.427 6 0.570 " 7 0.285 " 8 0.285 " 9 0.570 " 10 0.570 " 11 0.427 " 12 0.142 " ..j� 13 0.285 " 14 0.285 " IA 1.13 TOTAL ACRES; 24.23 P GOApFn C. -A- I__ irrc« hors o(i rice aaS -4ee-L �k--ZA 0(\ cram' i� t's' ocsec.,Q� aA- ucckal jade J GGAS � �sG---- CAWNIP k'cnauie Acre Sonora.: SPM&UCr/Gun Cmyuu:imui STATIONARY SPRLNKLER /GLN. SYSTEM COMPUTATIONAL WORKSHEET 1. Farm Number (Identification) /•'/CTDN /4uSzaN Field Number (Identification) TcAcr 49z5- ?. Irrigation System Designation ✓ EzistinIr e _ y � - � ,_tion S�,aem New / Expanded Irrigation System 3. ?cumber of Stationary Sprinklers r Lzt ac: sprr_ iu s // 4 Exterior sprinkie:s 4. Wetted Diameter 2z5 [_get; From field data sheet 5. Spacing /So Spr-n: er spacing along lateral [feet] F7e0 (�o Sorrtitiier spacing as percentage of wetted diameter 6. Sprinkler Pattern ✓ Multiple Laterals Single Lateral Excessively spaced Sorink.lers 7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column based on patter spaCl�n�g and rinkier location. 0 4Z-7 _ S 64 C► f/L = CSI��D. z8 �l = 3 .�<. 3 EA. .31, = C3JC 2EACd _ �N(10' 1�) _ C . Z 9 AC e.s' b Acres per Interior sprinkler from Fable S Column 6 o. Gkl 56 Acres per Exterior spriner from Table s' Column C S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in the field. Sum all of these and this is the total irrigated acreage for the field. 0.57- (a) Acres per Interior Sprinkler X 3 - Sprinklers = /. 7/o Acres o.Gs� (b) Acres per Exterior Sprinkler X / = Sprinklers = o. 656 Acres 70- nL ©77wra S /p 3. o c Ac. Fs 5.37 Total Wettable Acre for field (Sum: 8a T 8b) Wettable Acre Computational Worksheet Completed by: &LO,, Date: Q/ / CAWMP HARD -HOSE TRAVELER FIELD DATA SHEET * —1. Make and model number � 3 AT %Qn —2. Hose length and hose inside diameter (ID) "7,9 n -Coo-�-. Q 1 r h P '3. Gun make and model number (<; C, Gun SW nn '4. Gun nozzle size ..S inch, ring orifice, i/ taper bore orifice. (May need to measure nozzle diameter.) S. Hydrant spacing feet. Indicate whether uniform, random. Number of exterior hydrants _ 3 . Number of interior hydrants 6. Operating pressure at hose reel gn psi. observed at working gauge, provided by owner. 7. Gun wetted diameter 9 l feet / measured, b/ based on gun chart. A. Gun pressure (nO psi. _L/ observed at working gauge, based on calculations (show calculations), determined from gun charts. **9. Supply line size 3 inch (from pump to last hydrant). **10. Supply line length UGr, es feet (maximum pumping distance). **11. Supply line type PVC, aluminum. ** 12. Pump make and model number ec key o l **13. Pump capacity, Uaries epm.-C esei `!re, ** 1.4. Engine make and model number or * * 15. Electric motor horsepower and rpm _LCL—hp 3y5-d rpm Note: It is strongly recommended that operating pressure at the reel and gun wetted diameter be field determined. Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for each pull through a field. Show the location of the supply line. Irrigated acres will be determined by travel lane ** Optional data, finish where possible. *** Information furnished by // Gc f' -'r C) A7 , � and/or Signature of Owner or Facility Representative 1\�(\ \ i �lQ S- \ Printed Name of Owner or Facility Representative Date_ !2 - C, Signature of Technical Specialist Printed name of Technical Specialist *** Only the person or persons collecting the data should sign the data sheet. G%/O 24e -3765-2 T-6,547 T 3 71 (6 r- C.34r. Y4gz5 cam' Q/o 29d - 4�ZZG (.Nitro• CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET 1. Farm Number lVlt7 ,Al 4/00sro N 2. Irrigation System Designation Existing 3. Irrigation System Hard -Hose Traveler 4. # Exterior Lanes # Interior Lanes 5. Wetted Diameter Z/S Total Length of Pull 6. Spacing /6o 'V� (As % of wetted diameter) 7. Hydrant Layout: Single Hydrant Multiple Hydrant LD j INT. EXT. AC. START AC. MIDDLE AC. STOP TOTAL AC. TABLE COL. 3/j- TMiow) /. / 6 0.,2/ 3z�'x r'c ' o,�o /.49 E--7s BIE rPaov+7 2 ✓ o.zi ;*c'x /Go' o./O /.a9 ELt 7s' 6' 3 ✓ � 38 3.z� 6Sa'xz/S' ©.00 3, 59 Ee?s b)c ✓ ©, /o >6n x /ac' o. /0 4 EE 75 B 0 ' ✓ O./U '3c 140' O, /O 7. &4- PE7T' BID 4 I/ C.19 2c0'x1to ©.00 0•(a4 Et7.5 �c 3 1l 0.35 Zro',c i�a o,00 i•IZ esrrS Blc 1•z9 2 �/ ©. 3 5 35a "x t � o ' a• o o � . �4. Ec- i'1S Si c ✓ �.3g 2- ai Soo'x 2is o.co 2."o5 F=7 8/e- ZTNRow 1.64 s D.1,3 650K f1D' C, /9 2.O2- LEIS 8le Gam' ✓ 0.38 27S 1So x ibo' o.00 3.13 F='75 BIC 7 (4. TH , o-z % I -7 -r 7co x ixo ' o. co 2P 5 Fc IS %o ( --T+I row 0.a3 0.;35 370'uito' ©.ov 1.21 E6IS BIc TOTAL WETTABLE ACRES 2(. Sr� + (5,A-10 S :) 5.3 7 Wettable Acre Computational Worksheet Completed by:_A„_a,7S, a --- Date: (, I l rn l Zct�1 I 1 14xW.& . Q It ... 4W� State of North Carolina � ` Department of Environment =1RECFTVE-L)` •eand Natural Resources Division of Water Quality�Michael F. Easley, Governor Sherri Evans -Stanton, Acting Secretary NCDENR NORTH CAROLINA DEPARTMENT OF --"' Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES January 12, 2001 MILTON HOUSTON M&D FARMS 721 CHURCH RD PINK HILL NC 28572 Subject: Certificate of Coverage No. AWS310180 M&D Farms Swine Waste Collection, Treatment, Storage and Application System Duplin County Dear Mr. Houston: In accordance with your application received on December 5, 2000, we are forwarding this Certificate of Coverage (COC) issued to Milton Houston, authorizing the operation of the subject animal waste collection, treatment, storage and land application system in accordance with General Permit AWG100000. This approval shall consist of the operation of this system including, but not limited to, the management of animal waste from the M&D Farms, located in Duplin County, with an animal capacity of no greater than 3552 Wean to Feeder swine and the application to land as specified in the Certified Animal Waste Management Plan (CAWMP). The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you are authorized and required to operate the system in conformity with the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data and operational information must be established for this farm. Any increase in waste production greater than the certified design capacity or increase in number of stocked animals above the number authorized by this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual increase in either wastewater flow or number of animals. Please be advised that any violation of the terms and conditions specified in this COC, the General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief. 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. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 FAX 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper Certificate of Coverage AWS310180 M&D Farms Page 2 This COC is not automatically transferable. A name/ownership change application must be submitted to the DWQ prior to a name change or change in ownership. If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for an individual non -discharge permit by contacting the engineer listed below for information on this process. Unless such a request is made within 30 days, this COC shall be final and binding. The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff may be reached at (910) 395-3900. If you need additional information concerning this COC or the General Permit, please contact Theresa Nartea at (919) 733-5083 ext. 375. Sincerely, err T. Stevens cc: (Certificate of Coverage only for all cc's) Duplin County Health Department Wilmington Regional_Oft ce; Watec Quality Section Duplin County Soil and Water Conservation District Permit File NDPU Files V' 1 1 Elate of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Milton Houston M&D Farms 721 Church Rd Pink Hill NC 28572 Farm Number: 31 - 180 Dear Milton Houston: NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES October 23, 2000 R5CEIVED ,DEC 5 2000 WATER QUALITY SECTION Non -Discharge Permitting You are hereby notified that M&D Farms, in accordance with G.S. 143-215.10C, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call Theresa Nartea at (919)733-5083 extension 375 or Stoney Matthis with the Wilmington Regional Office at (910) 395-3900. Sin ely, %,g`for Kerr T. Stevens cc: Permit File (w/o encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-733-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality Non -Discharge Permit Application Form (THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) General Permit - Existing 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 that are appropriate. If a question has not been completed by the Division, please complete as best as possible. Do not leave any question unanswered. 1. GENERAL INFORMATION: Facility Name: M&D Farms 1.2 Print Land Owner's name: Milton Houston : r 1.3 Mailing address: 721 Church Rd OLU City, State: Pink Hill NC Zip: 28572 WATER QUALITY SECTION Telephone Number (include area code): 910-298-4226 Non -Discharge Permitting 1.4 County where facility is located: 1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy of a county road map with the location of the farm identified): North of Beulaville. On West side of SR 1711. 1 mile West 1.6 Print Farm Manager's name (if different from Land Owner): 1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): 1.8 Date Facility Originally Began Operation: 7/9 r{ 1.9 Date(s) of Facility Expansion(s) (if applicable): 2. OPERATION INFORMATION: 2.1 Facility No.: 31 (county number); 180 (facility number). 2.2 Operation Description: Swine operation Wean to Feeder - 3552- Certified Design Capacity Is the above information correct? yes; EJno. If no, correct below using the design capacity of the facility The "No. of Animals" should be the maximum number for which the waste management structures were designed. Type of Swine No. of Animals Tyne of Poultry No. of Animals Type of Cattle No. of Animals 0 Wean to Feeder 0 Layer 0 Dairy 0 Feeder to Finish 0 Non -Layer 0 Beef 0 Farrow to Wean (# sow) 0 Turkey 0 Farrow to Feeder (# sow) 0 Farrow to Finish (# sow) Other Type of Livestock on the farm: No. of Animals: FORM: AWO-G-E 7/7/99 Page 1 of 4 31-180 2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application system): 1`�D y ' Required Acreage (as listed in the AWMP): _/3.0 2.4 Number ofEED storage ponds (circle which is applicable): 1 2.5 Are subsurface drains present within 100' of any of the application fields? YES or'0 (please circle one) 2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one) 2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only) YES or NO (please circle one) What was the date that this facility's swine houses and lagoon were sited? i /q M- What was the date that this facility's land application areas were sited? 154 T 3. REQUIRED ITEMS CHECKLIST Please indicate that you have included the following required items by signing your initials in the space provided next to each item. 3.1 One completed and signed original and one copy of the application for General Permit - Animal Waste Operations; 3.2 Two copies of a general location map indicating the location of the animal waste facilities and field locations where animal waste is land applied; 3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility does not have a CAWMP, it must be completed prior to submittal of a general permit application for animal waste operations. The CAWMP must include the following components. Some of these components may not have been required at the time the facility was certified but should be added to the CAWMP for permitting purposes: 3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and utilized by the facility. 3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) 3.3.3 A map of every field used for land application. 3.3.4 The soil series present on every land application field. 3.3.5 The crops grown on every land application field. 3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP. 3.3.7 The PAN applied to every land application field. 3.3.8 The waste application windows for every crop utilized in the WUP. 3.3.9 The required NRCS Standard specifications. 3.3.10 A site schematic. 3.3.11 Emergency Action Plan. 3.3.12 Insect Control Checklist with chosen best management practices noted. 3.3.13 Odor Control Checklist with chosen best management practices noted. 3.3.14 Mortality Control Checklist with the selected method noted. 3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be sure to include any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 33:16 Operation and Maintenance Plan. If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. Applicants Initials FORM: AWO-G-E 7/7/99 Page 2 of 4 31- 1S0 Facility Number: 31 - 180 Facility Name: M&D Farms 4. APPLICANT'S CERTIFICATION: (Land Owner's name listed in question 1.2), attest that this application for 771i/ALf/ 7CQn,a.d,.. (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to rjte as incomp]e Signature 7/ LIX�o�/ _ :1�1/lrvli Date 10— .3 1 — 0 n 5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner) (Manager's name listed in question 1.6), attest that this application for (Facility name listed in question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned as incomplete. Signature Date THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: NORTH CAROLINA DIVISION OF WATER QUALITY WATER QUALITY SECTION NON -DISCHARGE PERMITTING UNIT 1617 MAIL SERVICE CENTER RALEIGH, NORTH CAROLINA 27699-161R5CjEIVED TELEPHONE NUMBER: (919) 733-5083 FAX NUMBER: (919) 733-0719 DEC .5 2003 WATER QUALITY SE00N Non-DisChal'90 perffhng FORM: AWO-G-E 7n199 Page 3 of 4 31-180 .9 f �i pp vrr, CY a N pp �1,1 dd ro u f Q o H 010 a a pt v lh�U in �.7.k�� •l.i��t�l3 CJ'�{U �j � o u a O IiZ IR CY 1,,� •R �ry7 t> (y i� ! o� v[i ; .�% x M 64 vi 1-. }. ! ui: i.I Its. 1:4 11 N IA O o 4m4 pailU . 1 Ukl . IIP11 t� l�n n: •1r Ln (tl il. ili'� 1 A.ti ^SAL 'eASTR MANAG_ .ENT PLANICERTIFICATION FOR NEW .< EXPANDED PEEDLOTS Please return the completed fors to the Division of Environmental Masagament at the add --ass on the reverse side of this fors. Name of farm (P Address: flAK N;1_^_,-1iNG 1p njL- Phone Coyntx,: Farm location: Latitude and LongitudeQ�r 4_r Q /22 �C 2e (required). Also, please attach a copy of a county road map with location identified. Type of operation (swine, layer, dairy, etc.): .SwiAC Design capacity (number of animals): .4fS2 Average size of operation (12 month population avg.): Average acreage needed for land application of waste (acres): s ssaasaesaaaassas =.ease. aas amasseseseeasasaaeaa.saaaaaaaasaaaassaasaas=seas. Technical Specialist Certifioatioa As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria -have -been verified by me or other designated technical specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Name of Technical Specialist (Please Print): Aid �E S�cx4 Affiliation: d Address (Agency) : - ?I) !`4e ij(_o C "PtefPhone No. • R - / Signature: A.f1 S�liC4 Date: C? �q. �4 aaaasssaa assaavasae a asaa s eaaesaeaveeaeaaa s sasseaseaaaaaassaasaaaases owner/Manager Agrssmant I (we) understand the operation and maintenance procedures established. in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. II Name of Land owns= (Please Print): MII+Oa &Of4pA Signature: 2z7j�n c-z—:--)- Date: Name of Manager, if different from owner (Please print) Signature: Date: Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. OEM USE ONLY:ACNEW# 4 t ' CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON for a 1, (/v hereby certify that l have constructed the (Contractor Name) above referenced lagoon according to the plans and specifications approved by the Soil Conservation Service. I also certify that I have installed the clay liner or core trench correctly as specified in the design. gnature of Contractor Date RECEIVED DEC S Yt t WATER QUALITY SECTION Non -Discharge Permitting t PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT I, Nli JA-oA 40054V� , certify that I (own, ave access t the f . (producer) following irrigation equipment: TYPE IRRIGATION AND SIZE I4abbi Pee, I AVAILABLE FROM �-es4-e, HovJ4z, (owner of equipment) I further certify that, through the arrangements I have made concerning irrigation equipment, I will be able to irrigate as necessary according to my waste management plan. Signature Date PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR IRRIGATION certify that I will plant the specified grasses (producer) as outlined in my waste management plan at the next available seeding date. If this seeding date is in excess of 6 months from the date I stock animals, then I will provide a temporary cover of small grain if needed for irrigation. Signature Date (producer) R5CEIVED DEC 5 2009 WATER QUALITY SECTION Non -Discharge Permitting USDA SOIL CONSERVATION SERVICD r FINAL CONSTRUCTION CHECK AND CERTIFICATION r•OR ANIMIAL WASTE TREATMENT LAGOON (359) NAME /VI i /io,,, 1 6v;4o DESIGN DATA AND CONSTRUCTION CHECK DATA, TBM ELEVATION 'J•a ? FEET AS DESIGNED = AS BUILT . INSIDE TOP DIMENSION DIKE TOP WIDTH TOP OF DIKE , 7 BOTTOM OF LAGOON ; ? 42.D INSIDE SIDESLOPE ^;i : ! OUTSIDE SIDESLOPE ?_.�I PIPE INVERT S" J CLAY LINER/CORETRENCH J� rnAa LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359? YES NO ✓ COMMENTS x'. SIGNATURE__ (3�Pw TITLE Dsc DATE l� I i t I ago L'oited States -� soil Department of Conservation Airicultnre - Ser+ice Date Dear M t . 46tI, 4-&- .,_ P. O. Box 277 1 Keoausville. SIC 28349 r Telephone 910.296-2121 Enclosed is your lagoon design prepared by CCtPt'o Its �oo dS Inc, and reviewed and approved by the Soil Conservation Service. This lagoon, as designed, meets SCS standards and specifications. It is the responsibility of the contractor and you to build the lagoon according to the design. You should contact the swine company to get assistance in the layout of the lagoon for construction. If you have any questions during construction, please contact this office or the swine company. Please be aware that SCS has not checked the excavation and fill volumes of dirt. The swine company has computed these figures and any questions regarding the amount of excavation should be directed to the company. SCS does not certify that excavation and fill volumes are correct. If you would like for the SCS to certify that the lagoon has been built to design specifications and meets SCS specifications and standards, personnel from this office must be present during the lagoon liner installation. Liners installed without SCS personnel onsite may be required to have testing performed by an engineering firm prior to certification. The reason for this requirement is that liners are very critical to the proper construction of the lagoon and the moisture content of the liner material as well as the method of installation and compaction greatly affect the performance of the liner. We will also need to conduct a fmal construction check prior to animal waste being put in the lagoon. State law requires that new and expanded operations have lagoons that meet the SCS minimum design specifications. In order to certify the lagoon, we must get bottom elevations as well as top of dike and sideslope readings. If given a few days notice, we will try to schedule the construction checks prior to the contractor leaving the site; however, since we schedule several days in advance, it is best if you let us know as soon as possible when you believe that a construction check will be needed. Also enclosed is a contractor certification that must be signed by the contractor once the lagoon is completed. We need this form returned to us before we certify that a lagoon meets our specifications. Youmay want to inform your contractor prior to beginning the job that you will need him to certify his work meets the design requirements. This approval is valid for six months from the date of this letter. If excavation and/or construction has not begun during this interval, a new site evaluation is required prior to construction if SCS certification is desired. If you have any questions concerning this design or the accompanying waste utilization plan, please contact us. Sincerely, Michael E. Sugg District Conservationist LAGOON DESIGN CHECK LIST Copy of 026 and supporting maps included if clearing involved. (including access roads and waste application system sites) Dam Safety Exclusion a. Dike not over 15 feet high to down stream slope and not over 10 acre feet storage to top of dike. Storage Volumes Le designed volume exceeds needs all temporary storage is designed above the seasonable high water table. minimum of 6 feet treatment volume depth available c no sludge storage statement included if landowner so requests 4jr Operation & Maintenance Plan (sheet included) V begin and end pump -out elevations shown � cation Sketch (included) La! distance and direction Ly_� road numbers shown vc l north arrow shown to nearest residence shown 1i,.. Hazard Classification Sheet (NC-ENG-34 included) �/ distance,to nearest stream in event of dike failure shown K. distance to nearest public road in event of failure shown topo map of area to support a & b above included Waste Utilization Plan (included) all tracts, field numbers, field acreage, (available acres excluding buffers for ditches, roads, homes, property line, etc.) crops shown signatures of producer & person preparing plan pumping agreement signed by adjoining landowner showing tract numbers, field numbers, acres,etc. if needed Ad'. legible ASCS maps of effluent disposal fields included 1$! legible soil survey sheets showing all effluent disposal fields included suitability of soils for crops planned assured attachment "B" on sampling procedure included �4a Soil Investigation Sheet (SCS-ENG-538 included) minimum of three borings on Class IV & V- lagoons _.. �b borings 2.0' below designed bottom of lagoon location & elevation of borings in relation to grid;. survey /seasonal high.water table at highest elevation fie! borrow area location shown .i CO� `f CARROLL'S FOODS, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 FACILITY DESIGN AND WASTE MANAGEMENT PLAN FARM t4 o v ro+oN NAME OR NUMBER Me 77P IV N FARM DESCRIPTION 3552 /1/u,P$E2 f LOCATION J7 v P L i a � COMPANY FARM CONTRACT GROWER BEFORE BEGINNING EXCAVATION LANDOWNER IS ADVISED TO iCONTACT ULOCO TO ASSURE THAT UNDERGROUND UTILITIES ARE NOT DESTROYED 1-800-6324949 SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL VOLUMES ARE CORRECT 1 IMPORTANT INFORMATION AhOUT LAGOON CONSTRUCTION Listed below is a brief summary of volumes and other data: (See contents of Plan for more information) DESIGN REQUIREMENTS EXCAVATION FILL (pad & dike) TOP SOIL (minimum 3• thick) a 2 O 8 cubic yards 4 9 .7 2 cubic yards 4 9 7 Z cubic yards . -2 © o cubic yards CLAY LINER (represents a complete liner if required) 1 -7 19 cubic yards Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam. . Clay content, thickness and compaction of liners (if required) are very important. If the certifying technical specialist is unable to approve the liner with normal field techniques, an independent engineering analysis will be required (see CONSTRUCTION SPECIFICATIONS for additional information). If independent engineering analysis is required, this expense will be the responsibility of the owner/grower. Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded according to specifications before the system can be certified and stocked with animals. (Consult with your SCS Conservationist regarding mulching). ATTENTION OWNER AND EARTH, MOVING CONTRACTOR f 5. PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE MANAGMENT PLAN. This design has been prepared in accordance with USDA Soil Conservation standards and properly installed will allow certification and stocking of animals. The following items should be discussed PRIOR to entering into a contract: 1. This design is in compliance with state and federal laws. AW changes in design may result in non-compliance and failure to be eligible for certification. No animals can be stocked until the lagoon construction is approved and certified to the Division of Environmental Management (DEM). 2. This design has taken into account data including soils, topography, wetlands, streams, dwellings, wind direction, and owners concerns. 3. The volume shown represents excavation and fill in the lagoon and pad area. It does NOT account for cut/fill for liners, roads, borrow areas, drainage or other related construction activities unless specifically covered in the design. 4. Typically, the excavation volume represents the bulk of earthwork and is used for price negotiations. All earth work beyond this amount will be worked out between the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR GROWERS. 5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth work and the land owner receives a properly constructed lagoon and pad that will meet design requirements. 6. DO NOT- MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES. CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY CONTRACTOR OR ANYONE OTHER THAN CARROLUS PERSONNEL. CARROLL'S FOODS, INC. P. O. Drawer 856 WARSAW, NORTH CAROLINA 28398 a ' MEMORANDUM TO: All Prospective Contract Growers FROM: Don Butler, Real Estate Manager Howard Hobson, Resource Conservationist RE: Legal requirements for swine growers in .North Carolina and how they relate to you The facility design and waste management plan attached is of the utmost importance to you and to Carroll's. This. plan must be approved by a technical specialist with USDA Soil Conservation Service prior to construction start. The lagoon must be constructed exactly as designed unless changes are approved by the original designer and SCS personnel. The approved plan needs to become a part of your permanent records and must be readily available for review if and when your farm is inspected by state regulatory personnel. When earthwork and lagoon construction is complete and the top of the dike and outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final inspection by SCS personnel in order for your farm to be certified ready to stock animals. At the time of final construction approval the grower and the person certifying construction must sign a document called Certification for New or Expanded Animal Feedlots (a blank of this form is enclosed in your package) and this form must be sent to the Department of Environmental Health and Natural Resources in Raleigh. Copies of the signed document should be kept in your permanent file, one copy goes to SCS for their file, and a copy must be presented to Carroll's Foods before any animals can be placed on your farm. The owner is responsible for the Certification being completed and sent to the appropriate places. Remember, No Certification -- No Animals. If you have any questions about any of the above information please contact one of us by calling 910-293-3434, extension 246. TABLE OF CONTENTS VicinityMap.............................................................. 1 ASCSField Map............................................................ 2 SoilsMap.................................................................. 3 Soil Investigation Worksheet................................................. 4 Waste Treatment Plan ........................................................ 5 Waste Utilization Plan ...................................................... 6 Operation and Maintenance Plan ............................................. 7 Construction Specifications for Lagoon ....................................... 8 Seeding Plan (Farm Site) .................................................... 9 Computer Drawing of Existing Ground ........................................ 10 Existing Elevations ......... .............................................. 11 LagoonCross Section Diagram ............................................... 12 Computer Drawing of Proposed Lagoon & Building Pad ......................... 13 Site Balance Report......................................................... 14 Computer Drawing -All Data -Proposed ...................................... 15 Computer Drawing -Contour Lines ........................................... 16 Computer Drawing - Sloping Lines ...................... 17 . ..................... Computer Drawing -Blow-up of Lagoon Corner ................................ 18 Building Pad Elevations..................................................... 19 Computer Cross Section -Existing_ -.Proposed -Balanced ......................... 20 Facility Overlaid on Existing Topo Map ... :.................................... 21 I 1 o al Operator:MILTON County: DUPLIN f r. Dibtance to nearest residence (other than owner): 1. AVERAGE LIVE WEIGHT (ALW) 0 sows (farrow to finish) x 1417 lbs. 0 sows (farrow to feeder) x 522 lbs. 0 head (finishing only) x 135 lbs. 0 sows (farrow to wean) x 433 lbs. 3552 head (wean to feeder) x 30 lbs. Describe other : Date: 07/11/94 /_M.0 feet (1d I�NaWK -ScS 0 lbs 0 lbs (2WLP3S 0 lbs ?? 0 lbs 560 lbs 0 Total Average Llve Weig t = 560 lbs 2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW Volume = 106560 cubic feet 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Volume = 0.0 cubic feet 4. TOTAL DESIGNED VOLUME tf OT PC-4- B vJ N E 2S 1?64)UgS i Inside top length (feet)--------------------- 200.0 Inside top width (feet)---------------------- 145.0 Top of dike elevation (feet)----------------- 53.8 Bottom of lagoon elevation (feet)------------ 42.8 Freeboard (feet)----------------------------- 1.0 Side slopes (inside lagoon)------------------ 3.0 1 Total design volume using prismoidal formula SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH 3.0 3.0 3.0 3.0 194.0 139.0 10.0 AREA OF TOP LENGTH * WIDTH = 194.0 139.0 26966 (AREA OF TOP) AREA OF BOTTOM LENGTH * WIDTH = 134.0 79.0 10586 (AREA OF BOTTOM) AREA OF MIDSECTION LENGTH * WIDTH * 4 164.0 109.0 71504 (AREA OF MIDSECTION * 4) CU. FT. = KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6 26966.0 71504.0 10586.0 1." Total Designed Volume Available = 181760 CU. FT. 1 5. TEMPORARY STORAGE REQUIRED y i.. DRAINAGE AREA: Lagoon (top of dike) Length * Width = 200.0 145.0 29000.0 square feet Buildings (roof and lot water) 0.0 square feet Describe this area. TOTAL DA 29000.0 square feet Designtemporary storage period to be 180 days. 5A.';Volume of waste produced Feces & urine production in gal./day per 135 lb. ALW 1.37 >I;i:a;-.;Volume = 106560 lbs: ALW/135 lbs. ALW * 1.37 gal/day 180 days volume -.= 194650 gals. or 26022.7 cubic feet 5B. Volume of wash water This':is the amount of fresh water used for washing floors or volume of fresh .water used for a flush system. Flush systems that recirculate the lagoon water are accounted for in 5A. Volume = 0.0 gallons/day * 180 days storage/7.48 gallons Volume = 0.0 cubic feet per CF 5C. Volume of rainfall in excess of evaporation Use period of time when rainfall exceeds evaporation by largest amount. 180 days excess rainfall = 7.0 inches Volume = 7.0 in * DA / 12 inches per foot Volume = 16916.7 cubic feet 5D 0 7 Volume of 125 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 18125.0 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 26023 cubic feet 5B. 0 cubic feet 5C. 16917 cubic feet 5D. 18125 cubic feet TOTAL 61064 cubic feet 1vCyi'V— Temporary storage period====================> 180 days Rainfall in excess of evaporation===========> 7.0 inches 25 year - 24 hour rainfall==================> 7.5 inches Freeboard===================================> 1.0 feet Side slopes=================================> 3.0 : 1 Inside top length===========================> 200.0 feet Inside top width___________________________> 145.0 feet Top of dike elevation=======================> 53.8 feet Bottom of lagoon elevation==================> 42.8 feet Total required volume==== ------------ ======> 167624 cu. ft. Actual design volume========================> 181760 cu. ft. Seasonal high watertable elevation (SHWT)===> 48.8 feet Stop pumping elev.__________________________> 50.2 feet Must be > or = to the SHWT elev.==========> 48.8 feet Must be > or = to min. req. treatment el.=> 48.8 feet Required minimum treatment volume===========> 106560 cu. ft. Volume at stop pumping elevation============> 118191 cu. ft. Start pumping elev._________________________> 52.1 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 163635 cu. ft. Volume at start pumping elevation===========> 162092 cu. ft. Required volume to be pumped================> 42939 cu. ft. Actual volume planned to be pumped==========> 43902 cu. ft. Min. thickness of soil liner when required==> 1.6 feet DESIGNED BY:4"'A� 1 APPROVED BY: DATE: 7/J1/9¢ DATE: ?-/tQ+C1cl NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: BEFORE BEGINNING EXCAVATION LANDOWNER IS ADVISED TO CONTACT ULOCO TO ASSURE THAT UNDERGROUND UTILITIES ARE NOT DESTROYED 1-800-632-4949 * * * * SCS DOES NOT CERTIFY THAT EXCAVATION AND FILL - VOLUMES ARE CORRECT � L/��E� E_s"r'iM�T6✓ 5D. Volume of R5 year - 24 hour storm Volume = 7.5 inches / 12 inches per foot * DA Volume = 20298.2 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 26023 cubic feet 5B. 0 cubic feet 5C. 18945 cubic feet 5D. 20298 cubic feet TOTAL 65266 cubic feet 6. SUMMARY Temporary storage period____________________> 180 days Rainfall in excess of evaporation=====______> 7.0 inches 25 year - 24 hour rainfall=====__ _________> 7.5 inches 1.0 feet Side slopes____________ --- __________________> 3.0 : 1 Inside top length___________________________> 209.8 feet Inside top width___________________________> 154.8 feet Top of dike elevation=====______________=_> 53.8 feet Bottom of lagoon elevation=====____________> 41-.2 feet Total required volume_______________________> 171826 cu. ft. Actual design volume________________________> 228168 cu. ft. Seasonal high watertable elevation (SHWT)===> 48.8 feet Stop pumping elev.__________________________> 50.2 feet Must be > or = to the SHWT elev.====______> 48.8 feet Must be > or = to min. req. treatment el.=> 47.2 feet Required minimum treatment volume=====______> 106560 cu. ft. Volume at stop pumping elevation=====_______> 156262 cu. ft. Start pumping elev._________________________> 52.1 feet Must be at bottom of freeboard & 25 yr. rainfall Actual volume less 25 yr.- 24 hr. rainfall==> 207870 cu. ft. Volume at start pumping elevation=====_____ >- 206014 cu. ft. Required volume to be pumped________________> 44968 cu. ft. Actual volume planned to be pumped=====_____> 49752 cu. ft. Min. thickness of soil liner when required==> 1.8 feet 7. DESIGNED BY: DATE: APPROVED BY: DATE: NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS: 229 / G $ DES/6n/ 4,//X /Ns2 181760 !7Es�6�v ullo LiNsrt- ' �$ i7/9 Cd� • yPs. 27 • 1 SHEET 1 OF 2 OPERATION AND MAINTENANCE PLAN This lagoon is designed for waste treatment (permanent storage) and 180 days of temporary storage. The time required for the planned fluid leve} (petmanent and temporary storage) to be reached may vary due to site conditions, weather, flushing operations, and the amount of fresh water added to the system. The designed temporary storage consists of 180 days storage for: (1) waste from animals and (2) excess rainfall after evaporation. Also included is storage for the 25 year - 24 hour storm for the location. The volume of waste generated from a given number of animals will be fairly constant throughout the year and from year to year, but excess rainfall will vary from year to year. The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but this storage volume must always be available. A.maximum elevation is determined in each design to begin pumping and this is usually the outlet invert of pipe(s) from building(s). If the outlet pipe is not installed at the elevation to begin pumping, a permanent marker must be installed at this elevation to indicate when pumping should begin. An elevation must be established to stop pumping to maintain lagoon treatment depth. Pumping can be started or stopped at any time between these two elevations for operating convenience as site conditions permit, such as weather, soils, crop, and equipment in order to apply waste without runoff or leaching. Land application of waste water is recognized as an acceptable method of disposal. Methods of application include solid set, center pivot, guns, and traveling gun irrigation. Care should be taken when applying waste to prevent damage to crops. The following items are to be carried out: 1. It is strongly recommended that the treatment lagoon be pre - charged to 1/2 its capacity to prevent excessive odors during start-up. Pre -charging reduces the concentration of the initial waste entering the lagoon thereby reducing odors. solids should be covered with effluent at all times. When precharging is complete, flush buildings with recycled lagoon liquid. Fresh water should not be used for flushing after initial filling. 2. The attached waste utilization plan shall be followed. This plan recommends sampling and testing of waste (see attachment) before land application. 3. Begin temporary storage pump -out of the lagoon when fluid level reaches the elevation 52.1 as marked by permanent marker. Stop pump - out when the fluid level reaches elevation 50.2 . This temporary storage, less 25 yr- 24 hr storm, contains 42939 cubic feet or 321186 gallons. SHEET 2 OF 2 4. The recommended maximum amount to apply per irrigation is one (1) inch and the recommended maximum application rate is 0.3 inch per hour. Refer to the waste utilization plan for further details. 5. Keep Aegetdtion on the embankment and areas adjacent to the lagoon mowed annually. Vegetation should be fertilized as needed to maintain a vigorous stand. 6. Repair any eroded areas or areas damaged by rodents and establish in vegetation. 7. All surface runoff is to be diverted from the lagoon to stable outlets. 8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization fields adjacent to perennial streams. Waste will not be applied in open ditches. Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall be applied in a manner not toreach other property and public right-of-ways. 9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United States. The Department of Environment, Health, and Natural Resources, Division of Environ- mental Management, has the responsibility for enforcing this law. SHEET 1 OF 2 SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS FOUNDATION PREPARATION: ---------- 4----' foundation area of the lagoon embankment and building pad shall be cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish. Satisfactory disposition will be made of all debris. The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be thoroughly loosened prior to placing the first lift of fill material to get a good bond. EXCAVATION AND EARTHFILL PLACEMENT: The completed excavation and earthfill shall conform to the lines, grades, and elevations shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen soil, stones over 6 inches in diameter, and other objectionable material. To the extent they are suitable, excavated materials can be used as fill. The fill shall be brought up in approximately horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer will be compacted by complete coverage with the hauling and spreading equipment or standard tamping roller or other equivalent method. Compaction will be considered adequate when fill material is observed to consolidate to the point that settlement is not readily detectible. NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be installed using the more impervious materials from the required excavations. Construction of fill heights shall include 5 percent for settlement. Dikes over 15 feet in height and with an impoundment capacity of 10 acre-feet or more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference in elevation from the constructed height to the downstream toe of the dike. Precautions shall be taken during construction to prevent excessive erosion and sedimentation. LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT. When areas of unsuitable material are encountered, they will be over - excavated below finish grade to the specified depth as measured perpendicular to the finish grade. The foundation shall be backfilled as specified to grade with a SCS approved material (ie - CL,SC,CH). REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL CONSIDERATIONS. SHEET 2 OF 2 Soil liner material shall come from an approved borrow area. The minimum water content of the liner material shall be optimum moisture content which relates to that moisture content when the soil is kneaded in the hand it will form a hall which does not readily separate. Water shall be a9ded to borrow as necessary to insure proper moisture content during placement of the liner. The moisture content of the liner material shall not be less than optimum water content during placement. The maximum water content relates to the soil material being too wet for efficient use of hauling equipment and proper compaction. Proper compaction of the liner includes placement.in 9 inch lifts and compacted to at least 90 percent of the maximum ASTM D698 Dry Unit Weight of the liner material. When smooth or hard, the previous lift shall be scarified and moistened as.needed before placement of the next lift. The single most important factor affecting the overall compacted perme- ability of a clay liner, other than the type of clay used for the liner, is the efficient construction processing of the compacted liner:; The sequence of equipment use and the routing of equipment in an estab-::' lished pattern helps assure uniformity in the whole placement and compaction process. For most clay soils, a taming or sheepsfoot roller is the preferable type of compaction equipment. The soil liner shall be protected from the discharge of.waste outlet pipes. This can be done by using some type of energy dissipator(rocks);{i or using flexible outlets on waste pipes. li Alternatives to soil liners are synthetic liners and bentonite'=sealant:.1ijj;_. When these are specified, additional construction specifications are included with this Construction Specification. CUTOFF TRENCH: -------------- A cutoff trench shall be constructed under the embankment area when shown on a typical cross section in the plans. The final depth of the cutoff trench shall be determined by observation of the foundation materials. VEGETATION: All exposed embankment and other bare constructed areas shall be seeded to the planned type of vegetation as soon as possible after construc- tion according to the seeding specifications. Topsoil should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be used if the recommended permanent vegetation is out of season dates for seeding. Permanent vegetation should be established as soon as possible during the next period of approved seeding dates. REMOVAL OF EXISTING TILE DRAINS ------------------------------- When tile drains are encountered, the tile will be removed to a minimum of 10 feet beyond the outside toe. of slope of the dike. The tile trench shall be backfilled.and compacted with good material such as SC, CL, or CH. SEEDING SPECIFICATIONS ---------------------- AREA TO BE SEEDED: 1.0 ACRES USE THE SEEb MIXTURE INDICATED AS FOLLOWS: 40.0 LBS. FESCUE GRASS AT 60 LBS./ACRE (BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS) SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30 FEBRUARY 1 TO MARCH 30 30.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE) 0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE (SEE FOOTNOTE NO. 1) SEEDING DATES: MARCH 15 TO JUNE 15 8.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE (SUITED FOR MOST SOIL CONDITIONS) SEEDING DATES: APRIL 1 TO JULY 31 0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE SEEDING DATES: JANUARY 1 TO MARCH 30 0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION) SEEDING DATES: DECEMBER 1 TO MARCH 30 LBS. 1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE) 100.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. 1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8 LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL BAHIAGRASS IS ESTABLISHED. Orientation: -46.0 Lower Left Z Maonification: 28.6 3D Mesh Surface Existing Project: MILTON HOWTON Drawing: 3662 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework Inclination: 20.0 JU mesm surrace Plot of the sloping lines for the surface: Existing Project: MILTON HOWTON Drawing: 3552 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bg: using Sitework Ty ICAL. cQoss :56errlog VIE\)J DP +A DNS �'raGV= l+aGooN I-T RcN'A RG D�sicrrJ N1/c7-0A/ 4mus��� BOTTOM 0 F sut^+a 1✓L�VINVI�VzT of OUTLP,-*t PIPE S3.�rd TOTAL DCMIG i cDRFINevnEN'r BLDG. Sz.©S AETTLEp 52.8 ToP op bti tk' FiNI�Flep FIooR EI�V, Top of PAD EIEv,, S SIP@ X30 II gS 3 D I 53.69 INVtk-t of DO 3 ss / 5Z. z � 'TRENT�n6NT / hGoON Io'o SuPpoR't p ePT{I avert DNA • -rd �vTEGT Crval.l✓ii ar& , W14Et4 WRA5 OF ufwl' rrAOI-li WIATEtkIAL Qdi� .�NGavNT'�p.�h�T 41 � `r' W I�� IJ>✓�C -T& 4?6 eXGaVAT 5--C% A M I N F J,SP Fr. OEl.mw /On,l,of�; AN2 e4eKFILLaC2 KuC Aom rre-r e v MQ.Tt;fi^f�L nrientaticn: -46.0 66. 64. 52. Be. 48. 46. 44. 42. Lower Left Z Magnification: 13.8 30 Meah Surface Balanced Project: MILTON HOWTON Drawing: 3662 NURSERY Number: Location: Bid Data: Engineer: Owner: Estimator: Prepared by: using Sitework Inclination: 20.0 t ju mesn surface Fill shrink/swell percent: 30.00 Cut shrink/swell percent: 0.00 Iterating to balancing within 10.0 cubic yards... delta Cut Fill CUT - FILL 0.00 3779.27 9333.34-5554.07 -1.45 5293.95 4127.85 1166.11 -1.20 4975.76 4959.21 16.56 -1.20 4971.61 4971.73 -0.12 Lower "Proposed" by 1.20 feet. New surface called "Balanced" has been created. ---------------------------- ---------------------------- Project: MILTON HOWTON Drawing: 3552 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework ---------------------------- ---------------------------- t Plot of all data for the surface: Balanced Project: MILTON HOWTON Drawing: 3552 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bW: using Sitework ?AD Be Plot of the contour date for the surface: Balanced Project: MILTON HOWTON Drawing: 3552 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared by: using Sitework [Z7 Fi'm 66.06 64.16 64.66 54.66 63.76 64.26 54.26 63.36 63.86 t . 48.80 63.80 63 80 42.80 42.80 Be 0 r 42/80 33. 60/ Plot of the sloping lines for the surface: Balanced Project: MILTON HOWTON Drawing: 3552 NURSERY Number: Location: Bid Date: Engineer: Owner: Estimator: Prepared bW: using Sitework .90 g e 3L3�B' 4- 66.06 64. 16 64.66 �3�aG 3 (64. BE 63. 76 64. 26 54.26 1aIf(A66Y�IAy )K 59. r9—. j IQ 63.36 63.86 Bu1c.3�rKG �} r a Plot of the sloping lines for the surface: Balanced Project: MILTON HOWTON Drawing: 3562 NURSERY Number: Location: Bid Date: Engineer: Owner: Eatimator: Prepared by: using Sitework I : MILTON HOWTON: 3SS2 NURSERY: Balanced 11 JUL 94 2:41 PM Be. Proposed 66.00 54.00 62.00 50.00 I 48.00 46.00 44.00 42.00 (322.77,636.71) MILTON HOWTON: 3562 NURSERY 11 JUL 94 2:41 PM E E• —r- e t - - - �- .- 3�'�_ .T I.I. �•.- —r —i_ pp'0.� , r 4 c a sglk; 4-z o /6 V �J SC i ooSa UNITED STATES DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE WASTE MANAGEMENT FACILITY SITE EVALUATION GENERAL INFORMATION NAME-&-Ifon__ly�_ 1*f"L+on _____ LOCATION -aoltl4- L--8,f9? --- -OIL -------------- ------------- ----------- ------------------ ------------------ ------------------------ TELEPHONE-3L0 - A9k_SIZE OPERATION r---- �IItY2l!7_IIC� - LOCATION DATA DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER lli -FT. IS SITE WITHIN 100-YEAR FLOOD PLAINT? YES----- NO-`� - if yes, scs cannot provide assistance. IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES----- NO ---- If no, site must be reloca ed. IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES----- NO If yes, landowner should consult with local• zoning board about required permits. Permits must be obtained prior to design approval. Are utilities in construction area? YES----- NO f- If yes, see Part 503 of the National Engineering Manual and follow policy. (Copies of maps or other reference materials may be attached to site evaluation.) Page 1 WETLANDS WILL SITE INVOLVE CLEARING WOODLAND OR ANY ✓ NON -CROPLAND? YES----- NO ---- If ye§, producer must complete a Form AD-1026. WILL ACTION RESULT IN SWAMPBUSTING? YES ---- IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP -OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL MANAGEMENT. (A copy of AD-1026 and CPA-026 should be attached to site evaluation.) OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? YES----' No - IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES---- NO ---- IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES---- NO ARE THERE PRIME, UNIQUE, STATE OR LO9ALLY IMPSKANT FARMLANDS IN THE OPERATING UNIT? NO YES---- NO Z;7-- WILL THE ACTION RESULT IN SODBUSTING? YES---- NO ---- If yes to any oV these quest$ons, refer to form NC-CPA-16 for policy sources. The form does not need to be completed. ODOR CONTROL HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER ........ ........PREDOMINANT WIND DIRECTION? YES- NO ---- ........POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS TO 3 CU. FT./LB. OF ANIMAL? YES---- NO---- ........ PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE / CAPACITY? YES---- NO ---- ........USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF WASTE? YES--�Z- NO ---- Page 2 �1 WASTE MANAGEMENT DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE?t, YES---- NO---- IF N , DOES PRODUCER HAVE ACCESS TO MORE LAND? YES---- NO ---- IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND ON WHICH TO APPLY WASTE? YES---- NO ---- (Attach Waste utilization Plan to site evaluation.) SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED IS SOIL SUITABLE FOR LAGOON? IS A CLAY LINER REQUIRED? IF YES, IS CLAY AVAILABLE ONSITE? IS A CORE TRENCH REQUIRED? (Attach soil investigation sheet to YES-- - NO------ YES------ NO ----- YES------ NOi ---- QUESTIONABLE-------- YES------ NO------ siteevaluation.) SITE APPROVED YES----- NO------ CONDITI i..a oon ✓d _ COMMENTS---V----- 1L7-------------- _ ----------------------- _---- THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME ' PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE INVALIDATED. rr�� SIGNATURE- ---_-[J,fyT DATE-2: �" Page 3 VIA, MKVAFA UP WAilk i. SCS-ENG-538 V. S. DEPARTMENT OF AGRICULTURE P.,. 5-70 -\ � SOIL CONSERVATION SERVICE SOIL INVESTIGATION TO:DETERMINE SUITABILITY OF PROPOSED POND SITE DISTRICT DATE COUNTY • • SHEE7r NO. WORK WATERSHED AREA MEASUREMENTS CROPLAND -ACRES PASTURE- WOODLAND- ■■■■■■■■■■e■■■■■■■■■■■■■■■ ■ ■ ■■■■■■■■■■■m■■■■■■■■■■ ■■■■■■■■■■■■ ■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■■■ ■■■ ■■■■■■■■■■■■■■ ■■■■■.i ..■.............. ■■■■■■■■■■■■■■■■■■■■■■■■■■ ®■11■I■i■■i■■■i■i■i■I■(■I■�■I■I■i■I■I■I■I■ ■®I'®���I�■I■■i■I■�■�■i■I■I■�■I■�i■I■I■■I■I■I■I■ ®LLit•■I■i■���■I■■i■I■I■I■I■I■i■I■I■I■I■I■�■I■ BORINGSMADEBY SIGNATURE & TITLEI� m • •U. S'. Department of Agricu.cure Soil Conservation Service ` NC-ENG-34 September 1980 File Code: 210 1--c4qvo f HAZARD CLASSIFICATION DATA SHEET FOR-P945- LandowneCountyli� Community or Group No.'i4 Conservation Plan No.- Estimated Depth of Water to. Top of DamFt. Length of Flood Pool Ft.. Date of Field Hazard Investigation Evaluation by reach of flood.plain downstream,to the point of estimated minor effect from sudden dam failure. Est. Elev. :Lst. Llevation Kind of :Improvements: of Breach Reach: Length: Width: Slope:.Land'Use : Improvements Above :Floodwater Above flood Plain: Flood Plain Ft,: : -, Ft. X: Ft. Ft. 2 3 Describe potential for loss of life and damage to existing or probablefuture downstream improvements from a sudden breach���nor �Op '✓n i L #lair" Classification of Dam (g, b, c) (see NEM-Part 520.21) , La ,� +n Classification (I, II III, IV, V) By ij, �s� wtScT Date —15 —9� Concurred By //i " name title NOTE: 1. Instructions on reverse side. 2. Attach additional sheets as needed. Date3-/8.9� 41 P L WASTE.UTILIZATION FLAN FOR Milton Houston 721 Church Rd. Pink Hill :•C 28572--0802 Ju3 y 13, ="=4 Your animal r,_.E.e ut_„zabion plan has been specifically developed for your 5552 WEAN TO FEEDER SWINE operation. The plan is lased c7 Cho soil typon, crops to he qr3wn, an-L. your {i Vr. method e�:J U dpia17•__cl ..:i (' r.l." particular operation. The 1N: Ca:;'i. must be and applied at a specified rate to prevent pollution of surface aod!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 wwa to utilization plan uses nitrogen as -il8 limiting nutrient. Waste should be analyzed before 6aCf'1 application .and. annual _oil teats are encouraged so that all p:.ant nutrients and lice can he balanced for realistic yield of the crops 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 our environ— mentally safe manner. Always apply waste based on the needs of the crop to by grown and the nutrient content of the waste. The amount of available nitrogen: for plant use is dependant on the method of application. Soil type is important due to different leaching 'entice and Yield _utEntial. Waste •__.r � potential 1 p._ shall not be applied to land eroding at greater than 5 toms per acre per year. Go not apply waste on saturated soils or on land when the surface is frozen. Either of these conditions may result in runoff to surface waters. blind conditions should also be considered to avoid drift and downwind odor problems. To maximize the value of the nutrients for crop production and reduce the potential for pollution, waste should be applied to a growing crop or not more than 20 days prior to planting. Soil incorporation of the waste will conserve nutrients and reduce odor problems. The acres needed to apply the animal waste are based on typical nutrient content for this type of facility. Annual acreage requirements may be more or less depending on the specific waste analysis report for your facility at the time of irrigation. 0 Your waste utilization plan is based an t151_ foliowiny T::ELE A. ------------------------------------------------------------------------- P'illlr4j1JT 0!= tv�.STE PRODUCED PER YEAR. I NUMBER OF I ITONS WASTE PER ] TONS WASTE nNI'MALS TYPE OF ANIMALS 1 1000 ANIMALS 1 PER, YEAR I 355 ------------------------------------------------------------------------- I WEAN TO FEEDER 1 400 1 1420.8 I Tt ELE i_'. SUMMARY OF =iiOPS BY FIELD 1 TRACT 1 FIELD 1 SOIL I __----- 1 ACRES I CROP ICROPiOOV i--------- 1 4 2v_ ; "—'--- 1 1 NOB ---"-- ! 17.0 1 ---------------------------- CORN, ------- I-------- 1 CLi 6. K i i I Nut'. -'I.0 I CO1. . Co 634 1 ._ NOA 16.2 1 CORN, Co TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS R BY SOIL TYPE ------------------------------------------------------------------------------ I CROP, ISDILIYIELDIUNITSITOTAL N1 *TOTAL P I TOTAL Y, i I----------`"-----------"------ ] —"_-- 1 ----- 1 I CORN INoA 1110 IE.0 I127.5 10 160 — so I I CORN ]NOB 1100 1BU ]i25 !0 i60 — s i Total PhOsPh Etta 00d Potash amounts Should be confirmed with a soil test. TABLE D. WASTE MANAGEMENT BY FIELD 1 1 1 CROPIWASTE APPLI TYPE IWASTE N I COMM NI MONTHS TO APPLY I I TRACT IFIELDI CODE] METHOD I WASTE I LB/AC I LB/AC I ANIMAL WASTE I— ----- I ----- I — --- 1 ---------- I ------- ! --------- I ------- I ------------------ 1 14525 11 I CO (IRRIGATE ISWINE 1 125 I 1 MARCH TO JUNE i 16346 1 i I CO 1IRRIGATE ISWINE 1 137.5 ! 1 MARCH TO JUNE i 16346 1 ?, 1 CO (IRRIGATE ISWINE 1 137.5 1 0 1 MARCH TO JUNE I The acres, crCps, and application method shown in the preceding tables Will accommodate approximately 744.7 animals of the type shown in Table A. ,If mono commercial fer-tilize'r is used than is shown In Table D, then additional cares of land will be needed. A 10 — 25 feet Wide' permanent grass filter F�tripyehouid be seeded along all ditches ill fields .that .,receive anima Waste. The acres shown in Table are the usable acres in the field shown. Usable acres are the ares that must be able to recaive animal waste. Buffer areas along ditches, houses, property lines,, etc. have been subtracted from ti..ei total field Wrea.g EE to arrive at the usable acres. The total acres s`lo'w T: it the attached map i0 P&rded for land application in order to have the poopen buffer real. A czabination of lame application nquipment Cr ]r" alaCio 11 eq!l.. l: L.eti '- may be ler_edeG in order to properly iaTiO apply waste VG all parts ofef the ieida listed. It is the responsibility of ills producer to c squire whotsvpr- eJuipmPillis nE wdsd to properly land app=y the waste. Prepared b y c 84 ljr� Title df G T- Concl_i'rr E•Cd in Lyn�Q� ;)c, i]e r owducer rn , I ;:P L I CATION .. - 1. ` SAMPLE COLLECT IN A. Liquid 14anufe Slurry 1. Under -slotted -floor pit a. Use a length of 1/2" conduit open on one end and that can be easily sealed on the other end (e.g., by placing one's thumb over the end of the conduit). b. With both ends of the conduit open, extend it into the. manure to the pit `door. c. Seal the upper end of the conduit trapping the manure that has entered the lower end, remove and empty into a bucket or container. c. Collect samples from at least 5 locations or at least enough for a total of 1 quart of slurry. e. Thoroughly mix this slurry and empty approximately 112 pint into "sample container. 2. Exterior storage basin or tank a. hake sure the manure has been well mixed or homogenized with a liquid manure chopper -agitator pump or propeller agitator. b. Take samples from approximately 5 locations in the pit, from the agitator pump; or from the,m"ure spreader and place.in a bucket. I r�' c.': Thoroughly mix and empty pint into sample container. II. SA14PLE PREPARATION AND TRANSFER - A. "Place the sample for analysis into a flexible or expandable container that can be sealed. The container should be rinsed clean with water and free of any residues but should not be chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag such as a,freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, er trans- ferred to the lab immediately. C. Hand -delivery is the most reliable way of sample transfer, but it can also be mailed. D. If mailed, sample container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which should be forwarded along with the sample. PSWCD t 1. Address: tc. G. Department of Agriculture Plant Analysis lab Agronomic Division - F' Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 Attn: Dr. Ray Campbell F. Request that as a minimum the following analyses be performed: 1. Total nitrogen (TKN) 2. Ammonia nitrogen (NH3N) '3. Total phosphorus (TP) q. Potassium .(K) 5. Dry litter samples should also include a total so -lids (TS) analysis. G. Other analyses performed at no extra cost by NCDA include .trace minerals. • �1 * �';W 035}',y {y t" " ir, 'd'.9 P#, ° ✓r!•'. r� *}yr'. �� a r 'i ',�. � s �'tiy,'aFe -"' i z� I . ° : a, ur�i,,� yry # �.Ij: z.S`33/T3...,'}?§<�y+.F�Y � • f 2'ti ;tn w'o�a r r x i '�' 'L• . u,F.1 e,,.,•v t Lq id —........ l j 4 •Y S. Lagoon Liquid 1. Co11ec4 approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the flush tanks. 2. From lagoon a. Place a small bottle (1/2 pint or less) on the end of a 10-15 foot long pole. b. Extend the bottle 10-15 feet away from the bank edge. c. Brush awAy any floating scum or debris so it is not collected with sample. d. Submerge the bottle within 1 foot of the liquid surface. e. Repeat at approximately 5 locations around the lagoon, place into a bucket, thoroughly mix, and empty 1 pint into sample container. 3. From a multi -stage lagoon system collect sample from lagoon that is going to be irrigated from. II. SAVPLE PREPARATION AND TRANSFER A. Place the sample for analysis into a flexible or expandable container that can .be sealed. The container should, be rinsed clean with water and free of any residues but; should not be chlorinated or treated -in any other way.- Dry litter may a1S'o-be placed in Sealed plastic bag such as a freezer bag. B. The sample should be refrigerated, iced or cooled, if possible, or trans- ferred to the lab immediately. C. Hand -delivery is the most reliable way of sample transfer, but it can also - be mailed. D. If mailed, sampl.e container should first be protected with a packing material such as newspaper, then boxed or packaged with wrapping paper and taped. E. The NCDA Plant Analysis -Lab provides this service for a -nominal fee of $A per sample which should be forwarded along with the sample. 1. Address: t:. C. Department of Agriculture Plant Analysis Lab Agronomic Division Blue Ridge Road Center Raleigh, NC 27611 Ph: (919) 733-2655 ..^.ttn: Dr. °ay Campbell PSKCD 2 Request that ;S � tta lliLiu:: the �Gl lo:r::ry �Iia l;f Si:S be :7eriotiue6- i 1. Total nitrogen (T), '2. Ammonia nitrogen SSIIH33H) 3. Total ,phog horuS Mi 4. Potassium (K) 5. Dry litter samples should also include.a total solids (TS) analysis. G. Other analyses per `ormed at no extra cost by NCOA include trace minerals. Producer: Location: Telephone: Type Operation: Number of Animals: (Design Capacity) STORAGE STRUCTURE: APPLICATION METHOD: ANIMAL WASTE UTILIZATION PLAN,r MILTON HOUSTON 721 CHURCH RD PINK HILL NC 28572 910-298-4226 New Wean to Feeder Swine 3552.00 pigs 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 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 S. 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.) 3552 pigs x .40 tons waste/pigs/year = 1420.8 tons AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR 3552 pigs x .96 lbs PAN/pigs/year = 3409.92 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 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 4925 1 NOA C 110 117.5 20 6.0 705 I +MAR- 4925 1-1 1 NOA S<• Ngfe W ** 60 120 6.0 720 I +OCT- MAR py. 10 4925 -1 NOA DSB 33 132 6.0 792 I 1 +JUN- SEPT 15 6347 1 NOB C 100 105 20 3.0 315 I +MAR- JUN 6347 --1 NOB See AIaf,- W * 55 110 1 3 . 0 330 I +OCT- MAR 6347 -1 NOB DSB, 38 152 3.0 456 I 1 +JUN- SEPT 15 6346 1 NOA C 110 117.5 20 4.0 470. I +MAR- JUN 6346 -1 NOA SeeAAfr I Xc)V 60 120 4.0 1480 6346 -1 NOA DSB 33 132 4.0 528 I +JUN- SEPT 15 6346 2 NOA C 110 117.5 20 l.'0 117.5 I +MAR- JUN Page: 3 ANIMAL, WASTE UTILIZATION `PLAN: it 6346 -2 I NOA $CL wpf.- I I 60. 1120 I I 1 . 0. 1120 +OCT MAR Paya 6346 I-2 1 NOA IDSB 33 132 1.0 +332 JUN- SEPT 15 6346 3 NOA C 110 117.5 20 6.3 740.25 I +MAR- JUN 6346 - 3 NOA W *°:' 60 120 6.3 756 I +OCT- MAR 10 . 6346 -3 NOA DSB 33 132 6.3 831.6 I 1 +JUN- SEPT 15 6347 1 NOB C 100 105 20 1.8 189 I +MAR- JUN 6347 -1 NOB se• A/Art I W *)�. 55 110 1 11.8 198 MAR PA34 10 I +OCT- 6347 -1 NOB DSB 35 140 1.8 252 I 1 +J UN_ SEPT 15 END I TOTALI8132.35 - Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste appilcation may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimum dates shown if plant growth, pumping conditions, and PAN loading rates permit. NOTE: The applicator is cautioned that P and K may be over appli d while meeting the N requirements. In the future, regulgtionl 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 r 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.) 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 END - - Indicates that this field is being overseeded (i.e. interplanted) or winter'annuals follow summer annuals. + - Dates shown reflect optimum uptake periods for nutrients. Waste application may begin up to thirty(30) days prior to planting or green -up of forages, and extend past optimumdatesshown if plant growth, pumping conditions, and PAN loading rates permit. ** 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 C CORN BUSHELS 1.25 DSB DOUBLE CROPPED SOYBEANS BUSHELS 4 W WHEAT BUSHELS- 2 TOTALS FROM TABLES 1 AND 2 Page: 5 TABLE 1 TABLE 2 TOTAL • 1 ANIMAL WASTB,UTILIZATIM PLAN WETTABLE _ACRES 22.1 LBS AW N USED 8132.35 0 0 22.1 8132.35 ***.BALANCE 1-4722.43 1 *** This number must be less than or equal to 0 in order to fully utilize the animal waste N produced. .t Page: 6 ANIMAL WASTE UTILIZATIQN�rPLAN'_ y ` 2 r r *** 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 269.952 pounds of plant available nitrogen per year in the sludge. If you remove the sludge every 5 years, you will have approximately 1349.76 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 4.4992 acres of land. If you apply the sludge to corn at the rate of 125 pounds of nitrogen per acre, you will need 10.79808 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25°s 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 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'gor't" is,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 N ANIMAL WASTE',UTILIZATION., 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. Tract Field Soil Type Crop jApplication (in/hr) RatelApplic. Amount (inches) 4925 I 1 I NOA C .50 *1.0 4925 I -•1 NOA DSB I .50 4925 6346 I -1 1 I NOA NOA I W I C .50 I .50 I *1.0 I *1.0 6346 2 NOA C I .50 I *1.0 6346 3 I NOA C .50 *1.0 6346 -1 I NOA I DSB .50 I *1.0 6346 -.1 1 NOA I W .50 1 *1.0 6346 1'-2 I NOA DSB .50 *1.0 <� i_ 6346 I -2 NOA W I .50 I *1.0 Page: 8 ANIMAL WASTE UTILIZATION I PT." 4 ; zq 6346 -3 NOA 6346 -3 NOA 6347 I 1 NOB 6347 I 1 I NOB 6347 I -1 I NOB 6347 -1 I NOB 6347 I -1 NOB 6347 -1 I NOB r" DSB .50 I *1.0 r W I .50 *1.0 C I .50 I *1.0 C .50 *1.0 DSB I .50 I *1.0 W .50 *1.0 DSB I .50 *1.0 W I .50 I *1.0 * 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 160.00 days of temporary storage and the temporary storage must be removed on the average of oncq 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 Y ANIMAL WASTE UTILIZATIONtPLAN, 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.l 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 THIS PLAN IS WRITTEN BASED ON A TWO YEAR CROPPING ROTATION. MR HOUSTON HAS MORE THAN ADEQUATE CROPS TO ACCOMCDATE THE PAN PRODUCED BY THIS OPERATION. (W**) WHEAT IS USED AS A REPRESENTATION FOR ANY WINTER SMALLGRAIN CROP(IE- WHEAT, OATS, RYE, ETC.) THAT MR HOUSTON WISHES TO PLANT. Page: 10 . - ..i,• i- �� .ter` �� a t -..r � _ � }t. r WASTS IITILIZATION,, PLAN s v x t , ♦ av L:.-.npyri -_'_1 • � RBOIIIRSD•SPECIFICATIONS' ^ .x 1. Animal:.waste shall.. not. reach :surface waters of the`state.by runoff, driff,'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 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 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. S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the -surface is frozen. f. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered. Page: 11 WASTE,: UTILIZATION',t£ APL+AN 3 ' REQUIRED 1SPECIFICATIONS`,j 10. Waste riutrients',shall.not beapplied in=fall or: winter for springI planted 'crops =ori'soils 'with,'a high potential for leaching. Waste nutrient loading rates on.these soils should b'e`..:'' held to a minimum and a suitable winter cover.crop planted to take up released nutrients. Waste shall not be applied more than 3.0 days priorto 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 fA evidence of erosion, leakage or discharge. Page: 12 N ra n �Ys 4 a K , • t,,• .TrILIZATION} ''PLAN .fi.'i ;r. REOU REDS"SPECIFICATIONS`s ' ? '_. 18..If animal production at,ahe facility•is.to. be suspended or q terminated, the owner is _ responsible ''for obtaining" and , implementing a "closure.plan\'. which will e1fminat4 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 tanner that meets North Carolina regulations. Page: 13 t' ANIMAL .WASTE UTILIZATIONPLAN'� c_ . x::s,•c. ..:. ., .: r- .rc. �.c....s...., -.....,ram;,.... k .+„ ,.aa.. .!h C d�A qF� WASTE UTILIZATION PLAN AGRI3ENISNT Name of Farm:M&D FARMS(31-180) 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: MILTON HOUSTON (Please print) Signature: �lbt�Qj/S_ Date: Name of Manager(If different from owner): Signature: Date: Name of Person Preparing Plan: (Please print)BILLY W. HOUSTON Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT Phone No. 910-296-2120 Address (Agency): PO BOX 277 KENANSVILLE NC 28349 Signature:% ��/ _ Date: . Page: 14 N EMERGENCY ACTION PLAN PHONE;NUMBERS - DIVISION OF WATER QUALITY (DWQ) . (910)395-3900 EMERGENCY MANAGEMNET.SERVICES (EMS) .(910)296-2160 SOIL AND WATER CONSERVATION DISTRICT -(SWCD): (910)296-2120 NATURAL RESOURCES CONSERVATION SERVICE (NRCS) (910)296-2121 COOPERATIVE EXTERSION SERVICE (CES) (910)296-2143 This plan will be implemented in the event that wastes from your operation are leaking, overflowing or running off site. You should not wait until wastes reach surface waters or leave you property to consider that you have a problem. You should make every effort to ensure that this does not happen. This plan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may ore may not be possible. Suggested responses to some possible problems are listed belwo. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B. Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reas6n(s) that 'cause the runoff. e. Evaluatte the applicatioh rates for.tFie fields where runoff occurred. C. Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. d. Repair all leaks prior to restarting pumps. D. Leakage from flush systems, houses, solid separators -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Make sure siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -possible action: i a. Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 1 IAA 2. Assess the extent of the spill-ai nd note.any obvious damages. a. Did -the waste reach any surface waters?. b. Approximately how much was released and,focWhat duration?, c. -Any damage notes, such as. employee injury, fish kills,=or property damege? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? , ' f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off the property)? h. How much reached surface waters? 3. Contact appropriate agencies. a. During normal business hours call your DWQ regional office; Phone - -. After hours, emergency number: 919-733-3942. Your phone call should include: your name, facility number, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the sitution. b. If spill leaves property or enters surface waters, call local EMS phone number. c. Instruct EMS to contact local Helath Department. d. Contact CEs, phone number - , local SWCD office phone number - -, and local NRCS office for advice/technical assistance phone number - -. 4. If none of the above works call 911 or the Sheriff's Department and explain you problem to them and ask the person to contact the proper agencies for you. 5. Contact the contractor of your choice to begin repair or problem to minimize off - site damage. 6 a. Contractors Name: b. Contractors Address c. Contractors Phone: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name: Usnfl -N► cr b. Phone: q10-1q6-Ihn 7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste managment plan to keep problems with release of wastes from happening again. ,1. 4 2 OPERATION & MAINTENANCE PLAN Proper lagoon liquid management should be a year-round priority. It is especially important to manage levels so that you do not have problems during extended rainy and wet periods. Maximum storage capacity should be available in the lagoon for periods when the receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm season in the summertime. This means that at the first signs of plant growth in the later winter/early spring, irrigation according to a farm waste management plan should be done whenever the land is dry enough to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before starting to irrigate does not leave room for storing excess water during extended wet periods. Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action. The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand. The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints 2. cracks or breaks 3. accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2. floating or lodged debris Embankment ---look for: 1. settlement, cracking, or "jug" holes 2. side slope stability ---slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam. A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary fix if there is a threat of a waste discharge. However, a permanent solution should be reviewed by the technical expert. Any digging into a lagoon dam with heavy equipment is a serious undertaking with potentially serious consequences and should not be conducted unless recommended by an appropriate technical expert. Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of. vibration, may indicate that the pump is in need or repair or replacement. NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely "surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level. This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot runoff) away from your lagoon and other waste treatment or storage structures. The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1. adequate vegetation 2. diversion capacity 3. ridge berm height Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, and then record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will give you an idea of how much your lagoon level will rise with a certain rainfall amount (you must also be recording your rainfall for this to work). Knowing this should help in planning irrigation applications and storage. If your lagoon rises excessively, you may have an inflow problem from a surface water diversion or there may be seepage into the lagoon from the surrounding land. Lagoon Operation Startup: Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the lagoon during initial filling or another means of slowing the incoming water to avoid erosion of the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). 5. It is recommended that a new lagoon be seeded with sludge from a healthy _ working swine lagoon in the amount of 0.25 percent of the full lagoon liquid volume. This seeding should occour at least two weeks prior to the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid PH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. Loading: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are diained and recharged each day, also work well. Management: Practice water conservation —minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation. Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the amount of solids entering the lagoon Maintain lagoon liquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on .nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum lagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment. Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the lagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed. Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on. lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: proper lagoon sizing, mechanical solids separation of flushed waste, gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage. Lagoon sludge that is removed annually rather than stored long term will: have more nutrients, have more odor, and require more land to properly use the nutrients. Removal techniques: Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread.onto cropland or forageland; and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, you should stop the activity immediately and not resume until you are sure that the sludge can be removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid. Because of this it should.probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. s The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. Types of failures include leakage through the bottom or sides, overtopping, and breach of the dam. Assuming proper design and construction, the owner has the responsibility for ensuring structure safety. Items which may lead to lagoon failures include: Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) Lagoon liquid levels ---high levels are a safety risk. Failure to inspect and maintain the dam. Excess surface water flowing into the lagoon. Liner integrity ---protect from inlet pipe scouring, damage during sludge removal, or rupture from lowering lagoon liquid level below groundwater table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge of wastewater and possible dam failure. 't System Calibration Information presented in manufacturer's charts are based on average operation conditions with relatively new equipment. Discharge rates and application rates change over as equipment gets older and components wear. In particular, pump wear tends to reduce operating pressure and flow. With continued use, nozzle wear results in an increase in the nozzle opening which will increase the discharge rate while decreasing the wetted diameter. You should be aware that operating the system differently than assumed in the design will alter the application rate, diameter of coverage, and subsequently the application. uniformity. For example, operating the system with excessive pressure results in smaller droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines will reduce operating pressure. Operating below design pressure greatly reduces the coverage diameter and application uniformity. For the above reason, you should calibrate your equipment on a regular basis to ensure proper application rates and uniformity. Calibration at least once every three years is recommended. Calibration involves collecting and measuring flow at several locations in the application area. Any number of containers can be used to collect flow and determine the application rate. Rain gauges work best because they already have a graduated scale from which to read the application amount without having to perform additional calculations. However, pans, plastic buckets, jars, or anything with a uniform opening and cross-section can be used provided the liquid collected can be easily transferred to a scaled container for measuring. For stationary sprinklers, collection containers should be located randomly throughout the application area at several distances from sprinklers. For traveling guns, sprinklers should be located along a transect perpendicular to the direction of pull. Set out collection containers 25 feet apart along the transect on both sides of the gun cart. You should compute the average application rate for all nonuniformity of the application. On a windless day, variation between containers of more than 30 percent is cause for concern. You should contact your irrigation dealer or technical specialist for assistance. Reprinted for Certification Training for Operations of Animal Waste Management Sys teens Manual MORTALITY MANAGEMENT METHODS (check which method(s) are being implemented) ( ) Burial three feet beneath the surface of the ground within 24 hours after knowledge of the death. The burial be at least 300 feet from any flowing steam or public body of water. ( Rendering at a rendering plant licensed under G. S. 106-168.7 ( ) Complete incineration ( 1 In the case of dead poultry only, placing in a disposal pit of a size and design approved by the Department of Agriculture. ( ) Any method which in the professional opinion of the State Veterinarian would make possible the salvage of part of a dead animal's value without endangering human or animal health. (Written approval of the State Veterinarian must be attached) 1 4 I a INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS Source Cause BMP's to Minimize Odor Site Specific Practices (Liquid Systems) Flush Gutters Accumulation of solids ( Flush system is designed and operated sufficiently to remove accumulated a Ids from gutters as designed. 0-RIMove bridging of accumulated solids at discharge Lagoons and Pits Crusted Solids (Y4aintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6-8 inches over more than 30% of surface. Excessive Vegetative Decaying vegetation ( Maintain vegetative control along banks of Growth lagoons and other impoundments to prevent accumulation of decaying vegetative matter along water's edge on impoundment's perimeter. (Dry Systems) Feeders Feed Spillage 1 ) Design, operate and maintain feed systems (e.g., bunkers and troughs) to minimize the accumulation of decaying wastage. (I Clean up spillage on a routine basis (e.g. 7-10 day interval during summer; 15-30 day interval during winter). Feed Storage Accumulations of feed residues If Reduce moisture accumulation within and around immediate perimeter of feed storage areas by insuring drainage away from site and/or providing adequate containment (e.g., covered bin for brewer's grain and similar high moisture grain products). (1 Inspect for and remove or break up accumulated solids in filter strips around feed storage as needed. Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences and feed wastage and other locations where waste accumulates and and disturbance by animals is minimal. ( 1 Maintain fence rows and filter strips around animal holding areas to minimize accumulations of wastes (i.e. inspect for and remove or break up accumulated solids as needed). .1 { AMIC--November 11, 1996 SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST Source Cause BMP's to Minimize Odor Site Specific Practices . . 1T Vegetative or best management and common sense Animal body surfaces Dirty manure -covered animals (-Yury floors Floor surfaces Wet manure -covered floors (� floors; �lotted ( Y<aterers located over slo"ad floors; { ) Feeders at high and of solid floors; ( )Scrape manure buildup from floors; (- U!riderfloor ventilation for drying Manure collection pits Urine ( Frequent manure removal by flush,pit r/gcharge,or scrape Parital micorbial decomposition (d'Underfloor ventilation Ventilation exhaust fans Volatile gases; ( F maintenance; Dust ( f ient air movement Indoor surfaces Dust ( ashdown between groups of animals ( ) Feed additives; ( ) Feeder covers; ( ) Feed delivery downspout extenders to feeder covers riusn LanKs Agitation of recycled lagoon 1 ) Flush tank covers liquid whiles tanks are filling 1 1 Extend fill lines to near bottom of tanks with anti -siphon vents Flush alleys Agitation during wastewater ( e6nderfloor flush with underfloor conveyanance ventilation Pit recharge points Agitation of recycled lagoon ( ) Extend rechard lines to near bottom of liquid while pits are filling pits with anti -siphon vents Lift stations Agitation during sump tank filling () Sump tank covers and drawdown Outside drain collection Agitation during wastewater ( ) Box covers or junction boxes conveyance End of drainpipes at lagoon Agitation during wastewater ( extend discharge point of pipes underneath lagoon liquid level Lagoon surfaces Volatile gas emissions ( �per lagoon liquid capacity Biological mixing 1 I C tract lagoon startup procedures Agitation (Rv7`ipimum surface area -to -volume ratio ( Ftvlinimum agitation when pumping ( 1 Mechanical aeration ( I ProVn biological additives Irrigation sprinkler nozzles High pressure agitation ( rligata on dry days with little or no wind Wind draft l mimum recommended operation pressure - 4 (44 ump intake near lagoon liquid surface ( 1 Pump from second -stage lagoon AMOC--November 11, 1996 Storage tank or basin '.Partial microbial decomposition! O Bottom or midlevel loading - -- - surface - " Mixing while filling �„() Tank covers _._Agitation when emptying = ,_ O Basin surface mats of solids - - ' O Proven biological additives or oxidants -- • Settling basin surface Partial micobial decomposition. ( ) Extend drainpipe outlets underneath liquid Mixing while filling level - , Agitation when emptying ( ) Remove settled solids regularly manure, slurry or sludge Agitation when spreading K it injection of slurry/sludges spreader outlets Volatile gas emissions wash residual manure from spreader after use () Proven biological additives or oxidants Uncovered manure, slurry Volatile gas emissions while drying infection of slurry/sludges or sludge on field surfaces l incorporation within 48 hours El read in thin uniform layers for rapid drying 1 1 Proven biological additives or oxidants Dead animals Carcass decomposition ( roper disposition of carcasses wean animal aisposai Carcass decomposition ( ) Complete covering of carcasses in burial pits pits ( ) Proper location/construction of disposal pits incinerators Incomplete combustion ( ) Secondary stack burners Standing water around Improper drainage Grade and landscape such that water drains facilities Microbial decomposition of away from facilities organic matter Manure tracked onto public Poorly maintained access roads roads from farm access Additional Information: access road maintenance Swine Manure Management; 0200 Rule/BMP Packet Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88 Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet Controlling Odors from Swine Buildings; PIH-33 Environmental Assuranc Program: NPPC Manual Options for Managing Odor; a report from the Swine Odor Task Force Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings .4 Available From: NCSU-County Extension Center NCSU-BAE NCSU-BAE NCSU-BAE NCSU-BAE NCSU-BAE NCSU-Swine Extension NC Pork Produces Assoc NCSU Agri Communications Florida Cooperative Extension MapQuest : Printer -Friendly Driving Directions http://www.mapquest.com/cgi-bin/mgtrip?1...253b89253bwh%257c2&PRINT.x=10&PRINT.y=: W W W. MAPQU EST. COM Driving Directions Results. ,'iSfND TO'PRiNTER"1 MINNE 1 512 N SALISBURY ST RALEIGH, NC 27604-1170 US 721 CHURCH RD PINK HILL, NC 28572-7549 US •' i1: Start out going East on W PEACE ST towards HALIFAX ST by turning left. 0.0 miles 0.1 km Turn RIGHT onto N SALISBURY ST. 1.3 miles 2.1 km 3: Turn LEFT onto FAYETTEVILLE ST. 0.0 miles 0.1 km 4: FAYETTEVILLE ST becomes MARTIN LUTHER KING JR BLVD. 0.1 miles 0.2 km 5: Turn RIGHT onto S BLOUNT ST. 0.4 miles 0.7 knn 6: S BLOUNT ST becomes HAMMOND RD. 0.7 miles 1.1 km 7: Turn SLIGHT RIGHT onto ramp. 0.2 miles 0.3 km 8: Merge onto 1-40 E. 65.7 miles 105.7 km 9: Take the NC-24 exit, exit number 364, towards NC-50/WARSAW. 0.1 miles 0.2 knn 10: Turn LEFT onto NC-24. 22.0 miles 35.4 km 11: Turn LEFT onto NC-1 1 1/NC-41. 0.2 miles 0.2 km 12: Turn SLIGHT RIGHT onto NC-41. 4.7 miles 7.6 km TOTAL ESTIMATED TIME: TOTAL DISTANCE: 2 hours, 3 minutes 95.4 miles 153.5 km �....-ec Use Subiect to License/Copyright 721 CHURCH RD PINK HILL, NC 28572-7549 US =KAPQWEST—_ nr-�300m R o `41 Pn1TPr< F1 ill 02000 MaPQuest.com. Inc.: 02000 GDT, Inc.& 1 of 2 1/12/01 11:34 AM Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality August 28, 2001 David Houston 709 Church Road Pink Hill, NC 28572 Subject. Wetted Acres Status & Notification M&D Farms Facility #: 31-180 Duplin County Dear Mr. Houston: You were sent a letter on May 5, 2001 requesting that you provide me with the necessary information to complete the evaluation of your facility with respect to a Wettable Acres Determination. I received the information from Mr. Howard Hobson on August 17, 2001. Based upon the new information your facility is exempt at this time from further action other than the following. If you have not already done so, please check over your waste utilization plan (wup) which has been prepared based on the wettable acreage as calculated by Mr. Hobson, and if the wup is correct, please sign it and take a copy to the Duplin County Soil and Water Conservation office. You need to be sure to operate your system in accordance with the wettable acreage determination which has been performed for your facility, i.e. you need to make pulls according to the determination with gun are angles and sprinkler arc angles set accordingly, etc. You also need to keep your application records based upon the wettable acreage. If you have any questions regarding this letter, please do not hesitate to contact me at the Wilmington Regional Office at (910) 395-3900 ext. 203. Sincerely, Stonewall Mathis Environmental Engineer I cc: Billy Houston, Duplin County Soil and Water Conservation Howard Hobson, Murphy -Brown LLC Kraig Westerbeek, Murphy -Brown LLC Patrick Fussell, DSWC-WiRO DWQ Non -Discharge Compliance/Enforcement Unit Wilmmg ol-n.Eiles 3.1=T803 S:\WQS\ANIMALS\DUPLIN\2001\31-180wettablestatus.wpd Wilmington Regional Office 127 Cardinal Drive Extension Phone: (910) 395-3900 Wilmington, NC 28405-3945 Fax: (910)350-2004 31 - 180 s ............................................................................""......'"""'"""'""""..................:.... .............. _....i.. U M U R P H Y— B R O W N TO: STONEY MATHIS FROM: HOWARD HOBSON SUBJECT- WETTABLE ACRE DETERMINATION FOR M AND D HOG FARM DATE: 07/13/01 CC: KRAIG WESTERBEEI<, DAVID HOUSTON ' STONEY: I HAVE BEEN WORKING WITH DAVID HOUSTON REGARDING HIS WETTABLE ACRE REQUEST. I MET WITH DAVID LAST MONTH AND GATHERED FIELD DATA. I AM PREPARING AN AMENDED WUP THAT WILL REFLECT WETTABLE ACRES AND FIELD NUMBERS THAT CORRESPOND WITH HIS PUMPING RECORDS. PLEASE FIND ATTACHED PRELIMINARY DATA THAT SHOWS A STONG NITROGEN DEFICIT FOR THE FARM. THE AMENDED WUP WILL BE PREPARED AND DISTRIBUTED WITHIN THE NEXT 2 WEEKS. IF YOU HAVE QUESTIONS REGARDING THIS MATTER GIVE ME A CALL. THANKS, HOWARD L. HOBSON, TECHNICAL SPECIALIST MURPHY—BROWN COMPANY 2881 PREPARED BY•Carmll' FFnnrla Inn St4ow FIELD * 400 AeE 05,94 M&D Farm Vltl TRACT FIELD ACRES CROP 6347 1 1.49 CORN/SOYBEAN/WHEAT ROTATION 2 1.49 3 3.59 3716 1 2.64 2 2.64 6346 1 2.85 2 1.64 3 1.12 4 0.69 5 2.02 6 3.13 7 2.05 4925 1 0.427 2 0.656 3 0.285 4 0.142 5 0.427 6 0.570 7 0.285 8 0.285 9 0.570 10 0.570 11 0.427 12 0.142 13 0.285 14 0.285 15 1.13 TOTAL WETTABLE AC 31.83 � 3Z AA-w-9y WEA!( N� PeoDJCEG� - 35SL sc � �e��K�%�/�e - /%C7$ �6S/✓ i� feu 756U /+� c �-zsls u� 27 9 L6 Z/i;158 rL5 /nc J42 /o' A; -Lb AJ - 16o Lk x 31 m 3 sac 31 S 41,44 /705 N DEcicrr 14-7 8 Lb -1-105 �rnia G',PoPD�A! sPs�n,! Gui 8E l-be.� mi�// So y,BE..o ti� � 77OK ACTURC �E-FiG/T7' l!/! B eZOr'AT6'Ar- iN'AA( Z5:1 W/jy i% MoAc 7;?39/1/ /QCxr3 31- ►So -7,Z4/o, Mr.David Houston 709 Church Rd. Pink Hill, NC 28572 Dear David: JUL ' 0 20M COPY Please find attached wettable acre data for your farm. Based upon the information requested by Stoney I don't think you need a Wettable Acre Certification. As we suspected, you have more than adequate wettable acres. This may serve you well depending upon what the phosphorus regulations look like. I'm sorry for the delay. I wanted to prepare the WUP using the same format as your current plan. Check over the plan and if it is correct you need to sign it and take a copy to the Duplin Soil and Water Conservation Office. I will copy this letter to Stoney. You may want to check with him to make sure that you are in compliance. Sincerely, Howard L. Hobson, Technical Specialist Murphy Brown Company PO Box 856 Warsaw, NC 28398 Phone 910 293-3434 Ext 5245 Cc: Stoney Mathis, DWQ State of North Carolina Department of Environment and Natural Resources _ Michael F. Easley, Gover William G. Ross Jr., Secr Kerr T. Stevens, Director CERTIFIED MAIL RETURN RECEIPT REQUESTED Milton Houston M&D Farms 721 Church Rd Pink Hill NC 28572 Dear Milton Houston: IWAY 0 9 200, May 2, 2001 1� RCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Notification for Wettable Acre Determination Animal Waste Management System M&D Farms Facility Number 31-180 Duplin County A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only the acres that are wetted can be credited in the waste management plan as receiving waste application. Any acreage within the plan that can not be reached by waste application equipment can not be used as pan of your plan. An evaluation by Stoney Mathis on 8/25/00 was made to review the actual number of acres at your facility that receive animal waste during land application. The evaluation of your facility has yielded one of the following two results as indicated by the box marked with an "X". Category 1: The evaluation of your facility could not be completed due to a lack of information. Please contact your Technical Specialist to assist in providing Stoney Mathis the necessary information to potentially exempt your facility from undergoing a complete wettable acre determination. Please submit this information to Stoney Mathis, at 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within in 90 days of the receipt of this letter. If you have any questions please contact Stoney Mathis at (910) 395-3900. If within 90 days you are unable to provide Stoney Mathis with the information you are automatically required to complete a Wettable Acre Determination as described by Category 2 below, within 180 days of receipt of this letter. 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733.5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper Notification for Wettable Acre Determination Animal Waste Management System Page 2 Category 2: ❑ Your facility has been identified by the Department of Environment and Natural Resources as a facility that may have overestimated the number of acres actually receiving animal waste. Therefore, some -or all of your fields may be exceeding the allowable loading rates set in your Certified Animal Waste Management Plan. In order to resolve this issue, please contact a designated Technical Specialist to have him or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must be one that has been approved by the Soil and Water Conservation Commission to conduct Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension Service, the Soil and Water Conservation Districts, the Natural Resources Conservation Service, and the Division of Soil and Water Conservation have received this special designation. You may also contact a private Technical Specialist who has received this designation, or a Professional Engineer. All needed modifications to your Animal Waste Management System must be made and the Wettable Acres Determination Certification must be returned to DWt] within the neat 180 days. If the needed modifications are not made and if the form is not returned within the required time, DW Q will be forced to take appropriate enforcement actions to bring this facility into compliance. These actions may include civil penalty assessments, permit revocation, and/or injunctive relief. Once a Wettable Acre Determination has been completed, a copy of the attached Wettable Acre Determination Certification must be submitted to the address listed on the form. Please note that both the owner and the Technical Specialist must sign the certification. A copy of all the Wettable Acre Determination documentation that applies to your Waste Utilization Plan must be kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will review all documentation during their annual visit of your facility. An additional copy must by kept on file at the local Soil & Water Conservation District Office. Please note that if you install or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer must also sign the Wettable Acre Determination Certification. Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting requirement. If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our Central Office staff at (919) 733-5083 ext. 571. Sincerely, Kerr T. Stevens cc: Wilmington Regional Office Duplin County Soil and Water Conservation District Facility File 31-180, M&D Farms, Milton David Houston Howard Hobson called on 5/16/01 to say that he would soon be getting information to respond to the Wettable Acres letter that was sent to Mr. Houston. Stonewall Mathis � -// 6/' / State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director CERTIFIED MAIL Milton Houston M&D Farts 721 Church Rd Pink Hill NC 28572 Fart Number: 31- 180 Dear Milton Houston: OC f 2 5 nu0 _ 2 N C D E N R NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES October 23, 2000 You are hereby notified that M&D Farms, in accordance with G.S. 143-215.10C, must apply for coverage under an Animal Waste Operation General Permit Upon receipt of this letter, your farm has sixty (60) days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the application. The attached application has been partially completed using information listed in your Animal Waste Management Plan Certification Form. If any of the general or operation information listed is incorrect please make corrections as noted on the application before returning the application package. The signed original application, one copy of the signed application, two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the application package. The completed package should be sent to the following address: North Carolina Division of Water Quality Water Quality Section Non -Discharge Permitting Unit 1617Mail Service Center Raleigh, NC 27699-1617 If you have any questions concerning this letter, please call Theresa Nartea at (919)733-5083 extension 375 or Stoney Matthis with the Wilmington Regional Office at (910) 395-3900. Sin ely, for Kerr T. Stevens cc: Permit File (w/o.encl.) Wilmington Regional Office (w/o encl.) 1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone 919-733-5083 FAX 919-733-6048 An Equal Opportunity Affirmative Action Employer 50 % recycled/ 10% post -consumer paper 9,7f-4, Vi­9 s Revised Apri120 1999 JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION Facility Number 2) - 190 Farm Name:_ hi b p Fo,-m S On -Site Representative:Dtiv,o( >a,,(4 sfa;. Inspector/Reviewer's Name: -f• n'1-i4ti.'r Date of site visit: a11--5-1oo Date of most recent WUP: l) rz/qg Operation is flagged for a wettable acre determination due to failure of Part 11 eligibility item(s) Fl F2 F3 F4 Operation not required to secure WA determination at this time based on exemption E1 E2 E3 E4 j Operation pended for wett a acre %ZZ determination based on I P2 P3 Annual farm PAN deficit: / pounds Irrigation System(s) - circle #: 1. hard -hose traveler, 2_ center -pivot system; 3. linear -move system; 4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe; 6. stationarygun system w/permanent pipe; 7. stationary gun system w/portable pipe PART I. WA Determination Exemptions (Eligibility failure, Par II, overrides Part I exemption.) E1 Adequate irrigation design, including map depicting wettable acres, is complete and signed by an I or PE. E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map depicting wettable acres, is complete and signed by an I or PE. E3 Adequate D, irrigation operating parameter sheet, including map depicting wettable acres, is complete and sinned by a WUP. E4 75% rule exemption as verified in Part III. (NOTE:75 ;a exemption cannot be applied to farms that fail the eligibility checklist in Part 11. Complete eligibility checklist, Part II - F1 F2 F3, before completing computational.table in Part Ill). PART II. 75% Rule. Eligibility Checklist and Documentation of WA Determination Requirements. WA Determination.requiredbecause. operation fails fine of the.eligibiiity requirements listed below: Y _ F1 Lack .ofacreagewhich-resultedinaverapplicarionmf-wastewater;(PAN) onapray. field(s) :according-toiarm'siasttwo-years af:irngation7ecords: F2 Unclear,-illeoibie,-or lack of information/mao. F3 Obvious-Feldiimitabons-(numeroussiitches;:fflurefo:deductzequired _. buffer/setbackacreaoe;�or25%Dffotalacreaoeddentineddn-LAWMP_:mcludes - sm211,-irregulady-shaped fields = fields:less-than75 acresfortravelers or.less3han 2 acres for. stationary'sprinklers). F4 WA determination required because CAWMP credits field(s)'s acreage in excess of 75% of the respective field's total acreage as noted in table in Part III. - — Revised April 20, 1999 Facility Number 71 - ��d0 Fart Ill. Held by Field Determination of or m 75% Exemption Rule for WA Determination TRACT NUMBER FIELD NUMBER1-2 TYPE OF IRRIGATION SYSTEM TOTAL=ACRES ACRES% FIELD COMMENTS' FIELD NUMBER' - h grant ull zone t - y p ponumbersmaybe used in place or field numbers depending on CAWMP and type of irrigation system. If pulls, etc. cross -more -than one field, insoectodreviewer will have to combine fields to calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination. FIELD NUMBER= - must be clearly delineated on map. COMMENTS' - back-up fields with CAWMP acreaae_exceeding75% of its total -acres and having Teceived less than 50% of its annual PAN as documented in the farm's previoustwo years' (1997 & 1998) of irrigafion-recgrds,-cannot serve -as the sole basis for requiring a WA Determination:hack-unfieldsmusf-benoted in the-commentsectionand mustbe accessible by irrigation system. Part IV. Pending WA Determinations - P1 P12nl2cks.followinginformation:.We4416 Aims-e P2 Plan Tevision may:satisfy7.5% rule based on adequate overall PAN deficit and by adjusting all fieldacreage-tp below 75% use rate P3 Other (ie/in process of installing new irrigation system): Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000 L If this facility can comply with its existing permit and CAWMP it must do so. 2. Temporary Addition of New Sprayfields (') (CF,uk appropriate boxes.) 0 A acres of cropland. List crop types used: [] B. acres of hardwood woodland @ 100 lbs PAN / acre added. 0 C. acres of pine woodland added @ 60 lbs PAN / acre added. 3. Summer Perennial Grass (Check appropriate box.) [J A. Application window extended for acres of perennial grass until first killing frost. to (] B. An additional 50 lbs of PAN applied acres of perennial grass prior to killing frost. 4. PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.) (PAN' application increased up to 2001bs per acre for 1<61 acres of small grains or winter grasses to be harvested. 0 B. PAN application increased up to 150lbs per acre for_ acres of overseeded summer perennial included in 3. B. 5. Waste Analysis (Check appropriate box.) [] A. Prior to December 10, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec.l" .) [] B. Use current waste analysis to determine PAN. 6. Reouired - Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses. A Use of higher seeding rates, B. Timely harvest of forage to increase yield, and C. Irrigating during periods of warmer weather. 7. Reouired - Irrigation Management Techniques to Reduce Runoff and Ponding Potential. .A. Making frequent, light irrigation applications, and B. Not irrigating immediately before predicted rainfall. 8. The owner / manager is required to manage the movement of animals to and from the facility to minimize environmental impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters. 9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters. Ana discharge is a violation and may result in an enforcement action. 10. The owner / operator is required to keep records of all waste applications. 11. This revision must include a map or sketch of new land application areas. Facility Number 3 _L -,1 20 Facility Owner / Manager Name (PRINT) Facility Owner / Manager Signature Dat- /a2-%0- `f 9 Facility Name 4//LM f L �BSO V Technical Specialist Name (PRIls'T) !� Yy t' Technical Specialist Signature Date /z//c/9 9 This document must be filed at the SWCD office and be attached to the facilities CATA7 P and be available for inspection at the facility. N New tempo:an• sptaefields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands. 11/12/1999 aF n -�-- and = h� State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Division of Water.Quality November '2, 1998 Certified Mail # Z 153 115 129 Return Receipt Relluected Mr. Milton Houston M and D Farm 721 Church Road Pink Hill, NC 28572 NORTH CAROuI DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: NOTICE OF DEFICIENCY M and D Farm Facility Number: 31-180 Duplin County Dear Mr. Houston: On October 27, 1998, staff from the Wilmington Regional Office of the Division of Water Quality inspected your animal operation and the lagoon(s) serving this operation. It was observed that waste had been applied to the corn crop outside the application dates recommended by the Waste Utilization Plan (WUP). Waste should be applied to the crops within the dates listed in the WUP. These application dates may be adjusted to allow for flexibility in planting. We suggest that you contact your service company, local NRCS or Soil and Water District office for any assistance they may be able to provide to correct the situation. To remain a deemed permitted facility, you must notify this office in writing within fourteen (14) days of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure to do so may result in the facility losing it's deemed permitted status, requiring it to obtain an individual non discharge permit. Please be aware it is a violation of North Carolina General Statutes to discharge wastewater to the surface waters of the State without a permit. The Department of Environment and Natural Resources has the authority to levy a civil penalty of not more than $10,000 per day per violation. 127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 An Equal Opportunity Affirmative Action Employer . 50% recycled/10% post -consumer paper e ,Z 153 115 129 tpp US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse to R.�ui ar COffice, e, Z Cod L4J Postage $ CerAeed Fee Special Debery Fee Restricted Delivery Fes Return FIOMpt Showing to Whom & Date DoNvered /D RAP RecePt So" to Whom, Date, S TOTAL Postage 6 Fees $ Pasts Wilmington, NC. 28411 UPS Mr. Milton Houston November 2, 1998 Page 2. When the required corrective actions are complete, you must notify this office in writing at the address below. If you have any questions concerning this matter, please call David Holsinger, Dean Hunkele or Brian Wrenn at 910-395-3900. . Sincerely, S---� /t/,: Brian L. Wrenn Environmental Specialist cc: Harold Jones, Duplin County Soil and Water Conservation Don Butler, Carroll's Foods _ Operations Branch Wilmington Files S: I WQS I BRIANW I DEF981 D UPL1M 31-180. DEF 127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -Consumer paper State of North Carolina Department of Environment, Health and Natural Resources James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary November 13, 1996 Milton Houston M&D Farms 721 Church Rd Pink Hill NC 28572 SUBJECT: Operator In Charge Designation Facility: M&D Farms Facility ID#: 31-180 Duplin County Dear Mr. Houston: Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly, requires a certified operator for each animal waste management system that serves 250 or more swine by January 1, 1997. The owner of each animal waste management system must submit a designation form to the Technical Assistance and Certification Group which designates an Operator in Charge and is countersigned by the certified operator. The enclosed form must be submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a certified operator for your animal waste management system is a violation of 15A NCAC 2H .0224 and may result in the assessment of a civil penalty. If you have questions concerning operator training or examinations for certification, please contact your local North Carolina Cooperative Extension Service agent or our office. Examinations have been offered on an on -going basis in many counties throughout the state for the past several months and will continue to be offered through December 31, 1996. Thank you for your cooperation. If you have any questions concerning this requirement please call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026. Sincerely A. Preston Howard, Jr., .E., Director Division of Water Quality Enclosure cc: Wilmington Regional Office Water Quality Files P.O. Box 27687, Raleigh, North Carolina 27611-7687 C An Equal Oppo tunny/Affirmative Action Employer Voice 919-715-4100 500% recycled/10% post -consumer paper ANIMAL WASTE HANACSHSNT PLAN CERTIFICATION FOR NEW OR =PA AA.4�,� Phase return the completed form to the Division of Ravirocmental iJ agemen the addL�t'at resn on the reverse side of this form. S�a 9 1994 Name of farm (please Address: _ r121 Phone No. `iv r.rw ,ars -- ••��nnyq. Farm location: Latitude and Longitudes JE Q /22 �" (required) . Also, y please attach a copy of a county road map with location identified. 31�nl�p Type of operation (swine, layer, dairy, etc.): .iw(wc Design capacity (number of animals): .3SS2 77 Average size of operation (12 month population avg.): Average acreage needed for land application of waste (acres): amv:aaasaaaaaaavaevsavvvvavvaavavvvvvavaaaavvasasaavvavavaaavaavaaaavaaaaaamsa Tachaieal Specialist Certification As a technical specialist designated by the North Carolina Soil and water Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the farm named above has an animal waste management plan that meets the design, construction, operation and maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North Carolina Soil and water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria-havabeen verified by me or other designated technical, specialists and are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party) ; access or ownership of proper waste application equipment; schedule for timing of applications; application rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year, 24-hour storm. Name of Technical specialist (Please Print) Affiliation: Address (Agency) : Phone No. •'2 - /Z Signature: .c� Sal Date- q'%' I!- aaaaaaaaasaaaaaaaae savaavaevvavvveeaasaaavveavaae a aaaaaasaa aavaaa. Owner/Hanger Agreement I (we) understand the operation and maintenance procedures established. in the approved animal waste management plan for the farm named above and will implement these procedures. I (we) know that any additional expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from this system to surface waters of the state either through a man-made conveyance or through runoff from a storm event less severe than the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and Water Conservation District. Name of Land. Owner (PleCa-s�e�Print)) : /Y(I Ii'OA HOkr A Signature: ,ZUL�m 1� Date: 9-6 Name of Manager, if different from owner (Please print) Signature: Date: Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be submitted to the Division of Environmental Management within 60 days of a title transfer. DEM USE ONLY: ACNEWR AL= lko 3r-V8o ( \ . « \ !iv ! 4 § � ; m \\`■ '�\` »§m � . \ ! § k '- � ,x � .■ �� \� , �/./ §, 7 ,»