090146_CORRESPONDENCE_20171231

MURPHY
FAMILY FARMS
October 30, 1995
Mir. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center
Elizabethtown, NC 28337
RE: Ada Carter Nursery #2 - 2600 Nursery
Dear Mr. Warren
IVATM UAUTY SECTION
Non-DisMarg© permitting
rit:CSIVED
A(Ic 4 2000
G U it-L
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- ASCS Form AD 1026 Wetlands Determination (**if app**)
Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at (910) 289-21 1 1, ext. 4629 if you have any questions concerning
this package.
Post Office Box 759. Rose Hill. North Carolina 28458, [phone], FAX [phone]

Sincerely,
M. Kevin Weston
Engineering 'technician
MKW.tbh
Enclosures
cc: File
Dewey Carter, (complete package)
Tony Robinson, Murphy Family Farms Construction Dept. (site plan only)
Dave Roland, Murphy Family Farms Transportation Dept. (site plan
only)

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has one unit for 88 campers. Imess half and kitchen, camper'sand wash houses. Twelve mileseast of Elizabethtown on State H53, the 1,221 acre lake has swifishing, boating and hiking for
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I.S.D.A.
SCS-CPA-M Nami? and AqgLo$ of Person
,)If (.on45-W•ja lion Serv)ce (June 91)
(--APTFK
F41GHLY ERODIBLE LAND AND WETLAND F-If" 2 60- 94
CONSERVATION DETERMINAT1014 GAKI—M,11) rK: 28441
Nt-ine of ICSDA Agency or Person Ftequastir-g Determination 5-
ASC.S 1 7622 111132
SEC1110N I - HIGHLY ER001811; LAND
Go,, sv-�?y now available for rnes�g a highly erodible land determli-talion7 Ye_ M 0 No 0
A— ihe,,r higfdy r,%:KJiUt3 soil map units on this farm? Veer
L,,,l h-q!ily qr0diblig Noldr that, a=rdinq to ASCS records, %vfe vred to produce an agriCUlltjoul coinjmxjity in any
r -, yCar during 1981 -1985,
I -sl highly erodible fields thal h3ve been or %M1 be converted for pio orodurlion of 3QriCVfturFLl CGnjr"C%cjijips; and.
to ASCS records. were not k.fiecl for this putpost.; in any uop year durinq 1981-1985; and were not
e'volfed it,. a USDA set-asidz or divem.ion program
I -1.1i- - I-11-: I
7 Owe 01 1`14'4--1
Bidden
FIE LD 110.tq) 70TA', AC-IIE3
-3. 1 h.-, Highly Erodible Land fleteinunit3on was comPfe(Fed in the: c4fice, Field Ej
SEC-noN If - WETLAND
rjlj,Es 14 "AL A!:R!',S FIELD
Imp, thiere nyT-c sorls on t.!:s 1_;rn) '-!.:!S\E] Ne
z-------
Z (-v) wetlands. or Farmed Weltands (FVVi or Fafim3d Wetlands Pjsvc tt-wp).
-?'Fa nds may be far rniqd under nalj; al conditions. Farstuad Wefiaids and Farmed Wetlands pasture may be
."'r. -�drmd rn.jint.3'-v d in the -"trn-e manner as they were prior to Decemb-f 23. 1965. as long as:11py are not
fi-r`[,ad CICDlafid k('Q. Welfa,Ydls that ware converted p-c' 10 December 23.1985. The use. manap-tamenz. 'j- 3:nage. and alteration 0! Cwior --otweded uFrop:and I PC) are not 5ut);eci zo the wetland conservation provisions uffiless
;,:�area tirer- to wellaivd asr 3 resuh of abandonment.
Wetlai-05 jAW) Arlif,c;al vreliailds intrudes IF -Lj-_-efj wetlands. Jfiesfl welLInds are not sut? cxt
7-
S Unirnal' C-If -V Wetarmj-, ;44W, These. wetlands arc to be larm,�-d according to the miniirnakeffect agre-
.1* tIc fanc me minimal efl--cl determination was rnad''-
'-di-pabun WettanCs (IIAM). r a
Wetlands on which a person is fictively rnrbgaIiugFa'Ifeqt3qrt1Jy cropp darea o wellaod
r::,rFvf?rt9d tydrwgs,) December ?1. 1-%5 and November 28- 1990.
with Vtolatior-, (FIVIW-yeat). A re$loro%j wejlj3rgj the', wa> in violation as i result 01 convLrsvvi alley
2S 1 0, Of !1--c? plari!inq of an agricAillirral wmrTtAity or !orag? crop.
Arestoc-,dwetland c,,lnveriefibetween December 23. i985and
t4CL.-Cjlt--f 25. 19'5-F3 art wht-h an.i9ftcuRural cxImmirdry ha7. Pot beer. planted.
wellanF15 (ppV4-)- 'Weliatniv which are conversed for pu;-vos�F; other than 10 incjuae production.
the we'Var,0 values are Ixing replan---J aI, a second site.
1. C-c-oo Palb tGFW-y-a-). wuVands on wNcll ASCS Nis d-olermined a violation to lj� 4T grxId laith and ;hla
wetiarpJ nas been feMtecl.
1. CrIm-erled WiRlFar?dS (CWj. Wenari<15 convened after ()e--ernbor 23. 19a5 arwJ prior to Nov4?m0or 28. 1990. In any It
tear that an as :cultural oornnodity is planted on these Converted VVellaMs. you will b,) ineligible for USDA benefits.
L Convened Wetland (CW # year). Ws''Jar,&.ronverled after flovcr-ribef 28. 1990 You will � inelig,bla for I ISDA
prCgram b4F0pf,,S :unlit this w-?TrarwJ is iestored.
3. ron-vejeci We*ijr-Id Non-AgricuMurji? Ltse (CWNA). Wj?barxIS that are COFYverjo-d for ,tees. filth production. shrubs.
cranbenies, vineyard- or buiking and road constnidkxi.
I- C,.)nvgnW Welfare,( Technical Error (CWTE). Wetlands Jim were of jnco!rPcl dcle-1rMna:)cn
uy scs
j. The pianned artera6on measures on wetlands in fields are corisidCred mainicnancr arll3 are In compl'2nC9
wIlh FSA
i.
I he piannel a;lof ali3n rrtelasu r*i; -_n woAaMs in fields afe not considf,,ip*j to be roairll-n?nce arid 11
,nValle,d will cause the Area to bocome 3 Corrverted Welland (CW). See #tern 22 for information on cw+ysal'
Fh- wetland deter rrAriaticn was conVeiM in the office EL _±ek I was delive1e0Q rnalk�dEj to the p -run on
30- Sic1r1a1Ure of SCS Llist"Cl Cof,ServAlio'1151 31. ci;lle
hi-J'4'ph'vf'C vegVU(ion &FJer ncrrwi ftr(VmjraMc'CS cAiji Vic 0J I
—fFr. —!Wrrh—dP .. IF—
amsfor,cw and programs of the Go4f Corwwrv3tI&n Servko& available wWwuf regard ro ram. r&qVpn, ZWOr, ser, lVp, or liprtd;(�pA
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LAGOON SITE SOILS INVESTIGATION
PFIOJECT: ' z
FIELD iNVESTIGATION BY: /Cc-i
4
SITE SKETCH
COUNTY: 5L gD6;4
DATE: z/ - / 9 Y
E
-
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4
BORING
DEPTH
SCALE
WT
Wo CIA /N�sy BarTorr
BORING NUMBER AND PROFILE No
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BORING / SAMPLING METHOD: r7pfXd,t SIGNATURE:

1perator:ADA CARTER #2 County:
BLADEN
Date:
10/24/95
Distance to nearest residence (other
than
owner):
1500.0
feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow 4to feeder)
x
522
lbs. =
0
lbs
head tfinishing only)
x
135
lbs. =
0
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
2600 head (wean to feeder)
x
30
lbs. =
78000
lbs
Describe other :
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -------------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 168.0
AREA OF TOP
LENGTH * WIDTH
168.0 136.0
AREA OF BOTTOM
LENGTH * WIDTH =
115.8 83.8
174.0
142.0
103.7
94.0
1.0
3.0 : 1
WIDTH DEPTH
136.0 8.7
22848 (AREA OF TOP)
9704 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
141.9 109.9 62379 (AREA OF MIDSECTION - 4)
CU. FT. = [AREA TOP - (4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
22848.0 62379.2 9704.0 1.4
Total Designed Volume Available = 137650 CU. FT.

. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
174.0 142.0 24708.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 24708.0 square feet
Design temporary storage period to be
A. Volume of waste produced
Describe this area.
180 days.
Feces 8 urine production in gal./day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day +
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
160 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14413.0 cubic feet

0. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15442.5 cubic feet
TOTAL REOUIR& TEMPORARY STORAGE
5A.
19046
cubic
feet
5B.
0
cubic
feet
5C.
14413
cubic
feet
5D.
15443
cubic
feet
TOTAL 48904 cubic feet
i. SUMMARY
Temporary storage period____________________>
160
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
174.0
feet
Inside top width____________________________>
142.0
feet
Top of dike elevation_______________________>
103.7
feet
Bottom of lagoon elevation__________________>
94.0
feet
Total required volume_______________________>
126904
cu. ft.
Actual design volume________________________>
137650
cu. ft.
Seasonal high watertable elevation (SHWT)===>
98.6
feet
Stop pumping
100.0
feet
Must be > or = to the SHWT elev.====-_____>
98.6
feet
Must be > or = to min. req. treatment el. _>
100.0
feet
Required minimum treatment volume=====______>
76000
cu. ft.
Volume at stop pumping elevation=====_______>
82373
cu. ft.
Start pumping elev._________________________>
101.8
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
122208
cu. ft.
Volume at start pumping elevation=====_=____>
117817
cu. ft.
Required volume to be pumped======__________>
33461
cu. ft.
Actual volume planned to be pumped=====___==>
35444
cu. ft.
Min. thickness of soil liner when required==>
1.4
feet
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
la-z�1-9�
*
*

OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 clays of temporary stowage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the 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 locatioi,.
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. Me't;i-scads of application iiicl+!de 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 pre haryiiag i.s complete,
flush buildings with 'recycled lagoon !.].quid. Fresh water should not
be used for flushing after initial iil.lin .
2. Tian:• attached waste utilization plai`E shall be followed. This
plan recommends sampling and testing of waste Qee attachment)
before :Land application.
3. Begin temporary storage pump -out of the lagoon when -fluid level.
reaches the elevation 101..8 as li-i•_{rl:.ed by permanent marker. Stop pump...
out when the fluid level - reaches elevation 100.0 .. This tempow::tr,
S(7 r a g f-:i• „ less 25 f !` 24 hr storm, contains 33461 cubic -feet � �'T`
250289 gallons.,

SHEET 2 OF' 2
4. The recr mi-ilended maxiii-jum amourit try. apply per i-rrigation is
one (1) inch and the rc:cz;rriMeVided 117caxi.mlfm applicat-ion -rate is 0.3
inch per hour. Refer, to the waste utilizatio-i; plan for- farther details.
Ij. Keep vegetation on the embantutic,:•i-it a-iid areas adjacent to the
lagoon mowed a)-inually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. F<epair any eroded areas or areas damaged by rodents and
establish in vege4tation-
7. All surface -rtiRnoff is to be di.ver•ted from the lagoon to stable
Outlets.
8. Keep a minimum of 2L. feet of grass vegetated buffer around
waste utilization -Fields +kdjacent to pe-i-ennial sit•reams. Waste will
not be applied in open di.tc:-hes. Do not pump within 200 feet of a
residence or within 100 feet of a wtzll. Waste shall be applied in a
manner not to -reach other propeirty anti public right-of-ways.
9. The Clean Water fact of 1977 prohibits the discharge of
pollutants into waters of the United States. The:. Departrner-it of
Environment, Health, and Natural RPSCiU•rCeS, Division Of Enyiron
mental Management, has the for enforcing this law.

SHEET 1 OF2
SI'f:=f,1F= :LC i�'T I011y FOR CONSTRUCTI01•4 OF wASTE TREATMENT LAGOONS
F=r_1UNDATION 1='FiE1='!t€ f�1'IOII
I'he fULtndation area of the lagoo-n embainl•:r erst and bUildiiig pad shall be;
cleared of trees, lags, stumps, roots, brush, bmtlde.rs,=.god and •rubbish.
Satisfacto-ry di.sp4)sition will. be madeof all debris.The topsoil f•ror!?
the lagoon and pack �.rea should be stripped and stockpiled fo•r rise aii
the dike and pad areas. After stripping, the fOU-ndation area of the
lagoon embankment and building pad shall be thoroughly lc_iosened p"r-io"r
to placing the fi.rsst lift- of fill. material to get a goad bond,
EXCAVATION AiND L' AF%` I•-1F_1 LL I-'LACE€g1"N T
-The completed excavation and ea•r•thfi ll shall confo-rm to the lanes,
grades, and elevations showy-, on the plains. Earthfill material si-ia'll
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 sr{itabic-:•y excavated mate=•rials can be used as fill. Thf3 -fill
shall be, brought ul:i i.ri af)pl-oxiniatel.y 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 avid spreading
eq il:)nieiit or standard taml:)ing -roller or other equivalent me-:tliod«
C;ompacti.on will be r;:5iissi.de'red adegerate when fill mate-rial is observed
to consolidate to tl-ire point that :sc__-ttlement is not readily detectible.
NOTE_ I -FIE SP°EGI:f-1L R'LOUIREMENTS FOR PLACE I*IENT OF LINERS 111 TI--IE LINER
SE-C ION OF TI-i:L^ SI='i:_C1F=1C i-T-:LONI -T-hc, ;_ni13'tank.ment Of 'Uhe lagoon shall be
ins>talled using the: more impervious materials f•roni •t1he-required
excavations. CoiistrUctifaiz of fill heights shall 5 pe-rcent fcri"-
settlement. Dikes r_avea"r 1.5 feet in hoi ght and with an iiiipcicsiidraent
capacity of 10 more Bell cinder tiiY ju"risd ic_tion of the 11C
I), -.km c:;afe-ty Law. The height is defined as the differe•ri e :iri levaticm-i
1. F o[Fi t I'ie C=i?liS'rrrcC'ced li ':l.ght tri ''. h� (.1ownst"ream toe iD 'C-h1-- dik.e.
P,(r_•(-auti.01)s shall be taken du-ri.iig e:oii<_struc "titan tea (are: ve i�t: t xces>t.ivey
c-•'rosion and :54�d1;ti •Yi" 4�t1C_1'1«
LINER; THE €TIININUM REQUIRED THI:C;I;NEGS SHALL BE. 1. ti ft.
ItIOi,E:: LINER CF--'AF,TIi'l?_ C:!F: FULL_11 A['E F:E_Cl?;IE:ED WHEN 'T€IE sll T4lC:l1F::I) SC:lIL..'_
7111'1 #: T:[Gi=4-i ION REI,'0F�T SO IND'(CATES OF"WH1:.H UNSUITABLE MATEF%JAL 113,
EI-,ICOUN VEF1'ED, DURING C "F CI-0 Fi1)C 1"10N. A 1 .Y I CIAL CROSS t E_C; (l=i:lrl C1F= THE: L1..HE::I:
IN THI::. I}I_:S:>IE:;i-I l.11lE_hl '--:L1�1 i(' rlf:i:= ILL=OL�:CF4€=�' %+i' ..I191_- f :CL_S I-,'T'„
WhE-5ri areas of Lk-n ,uitably rnat.erial. arz:r encounte-red, wi.11 be ver._..
::xc..a��- �."k;�:et:3 I::•r 1.csiw� i :i.F:..;i, !I adc, to the s1,ec_i.fied do ptit =.v nie :sk.c"i .ad
erTac'iILIl.�:LL1aiY' tra i;iie fi.iiiSh The-, "foundGatioi"i sl-i_ia.l b baic:k.-fi:I.I.e:d
j.... d to :_t S f_ a. ._ r .,i, L : ,
F EF; ICI THE. IN THL:. I-..i ii lf:i 1
C 014SIDERIWIONS.

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 ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
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 useyof 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 fmr 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 tamping 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)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant'
When these are specified, additional construction specifications are
included with this Construction Specifi\cation'
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 he seeded. Temporary seeding or mulcn
shall be used if the recommended permanent vegetation is out of season
Ja�es for seediny. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING VILE DRAINS
---- - ---------- - —'--' --- -------
When tile drains are encountered, the tile will be removed to a miniw�m
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with you; material such as
SC, CL, or CH.

9LEDINO 9PECIPGATION9
AREA i i� m SCcDED: 2.0 ACRES
USE THE REED MIXTURE INDICATED AS FOLLOWS:
i 20.0 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
60.0 LBS. RYE GRAIN AT 30 LBSIACRE (NURSERY FOR FESCUE)
0.0 LBS_ 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT S LBS,/ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
50.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
?00'.0 BALES OF SP ALL RAIN STRAIV (100 BALES/.ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DaSTURBEDAREA IMIMEDiATELYAFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZED THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEEDAND FIRM SEEDBEDWITH 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 BAH IA, IT IS RECOMMENDED THAT S
LBSIACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

RECEIVED
AUG 14 2000
I"TEViLLE System Calibration
OFFICE
RECEIVED
WATER QUAIJ i YSECTION
(0) 2 2 2000
Non-Diw4une Parniiffing
Information presented in manufacturer's chars are based an average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear Tends to reduce operating pressure and flow. With continued use,
nozzfe wear results in an increase in the nozzle opening which will increase the
discharge i-aTe while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed irr the:
design will after 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 afthe-
sprinkler node. Clogging or nozzles can result' in pressure increase. Pluggect
intakes or crystallization or 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. Ceiibration involves collecting and men_sur;na flaw at
several locarons in the application area. Any number of containers can be used to
collect flow and determine the application rate. Fain 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, plasc buckets,
jars, or anythling with a uniform opening and c. oss-sec-tzon can be used provided
the liquid collected can be easily transferred To a scaled container for measuring.
For SLCL:onary sprinklers, collection containers should be located randomly
ThrouanouI the application area at several distances from sprinklers. For Leveling
guns, sprinkiers should be located along a transect perpendicular to the direction
o_� pull. Set out collection containers 25 feet apart along the transect on both
sides of the Sun cam 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 its igation
dealer or technical specialise for assistance.
'Reprinted for Cerirfication Training Tor Operarions of Animal Waste Management 5ysrems Marne!

OPIUZ-AMON & - NCE PLAN
Proper Lagoon licuid rnanagemenr: should be a. year round r riority. It is esae4-;ally
inmortanL to r4.iGrm a levels so tbzz you do not have problems during extended tiny and
wet periods.
Maximum smrage =aciry should be available in the lagoon for periods when the
re vines p is dormant (such as wintertime for bemudag7as) or when tho-M axe
ez=ded faxuy spells such as the thund==rm st son in the su.�x m= ime.. This Paz
.that at the E= signs of plant gor rh in the la rbr winL--J=riy spring, irrigatiorr accarffngto
a rz= was-tm manzement plan should be done whe.,-zeve: the land is dry enough to
r=!ive: lag-oca liquid. This will make storage spa= available is the: lagoon for him= Wer
periods- In the lam summer/ea iv iRU the lagoon should be pumped down to the low
mares (see F 7aure 2-1) to allow for t=enter storage~ Every effort should be made to
7na&zabz the lagoon close to the minimum. liquid level as -Ion g as the weather and waste
utiii=idoxr plan will allow it:
Waiting unrl the lagoon has m-_-hed its maxir=aurrr storage opacity before starttinc to
irTi does not Ina ve room for s iia- excess ward: during it. -,Tended wet periods.
Qvm:dow f- ra the Iagoon for any 7,-son except a 2-year, 2=-:1our store is a vlosariort or -
staM law aad subject to p= lty a< on.
The rourine r.�n enance of a lzoon involves the following:
�siZtenance of a ve'=e�`ve cove for the d:—T .
rscue or co union b - �adz��- sa ire LLbe most carnmon vegetative
ravers. The vege� on should be each y: _, if-n--ed, to
mailIM.-r avizorous s-,nd- The amount or a?xalied should oe
based on a soils test. out in the event that it is no: .-acucal to obtain
a_ so 's test =--h year, the lagoon ern banl ent a~d-su,,undmg- ar=s
sho=.yid be f .diized w th 800 pounds pe arum of ± 0-10-10, or,
e^uiv alent.
3rtish and tr-.-s on the e:nbaalanent n f -L be con-zoIied. This may be
done by mowing, spying, grazier-, chomping, or a common or
these mmct ces. Tns should be done ar l-east once. a year and
nossi6ly twice iA ye---s that weather concaZons a_-- favorable for
h=vy vegetadve gmw-th.
NOS u veglz won is controlled by spraying, the herbicide rn= not be allowed to enb=
the lagoon vraze: Such chemicals Gould halm the bac=_�z in t;-:e lagoon that are ==g
the wart..._
Mainta:.an= inst=dons of the entm lagoon should be rzade during the initial ri U,7 of.
the Iagoon a d a..* list monthly and after major raL-u211 and stogy ��� everts. Ite.,-is to be
che: io~i should include, as a m ni--ntLrn, the following
Waste inlet Pives, Recvciing Pipes, and Overflow Pips —look for
Z _ se. 'don of joints
? cmacks or bra
accumulation o: salts or rrrin-_-?is.
-=. overall condition of pipes

Lagoon suriac look for:
1. undesirable vegetative growth
Z. floating or lodged debris
Fmbanlonent—look for.
1. settlement, craeidng, or "jug" holes
2 side slope stability —slumps or bulges
3. wet or damp areas on the back slope
Y. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger Beer 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 goad 5-,nd or vegetation will reduce the potential damage caused by wave acarott. Ti
wave action causes serious damage to a boon sidewall, baffies irr the_lagooz may be
used to reduce the wave impacts.
Any of these, features could lead to erosion and weakeniricr of the dam_ if your lagoon has
any or these features, you should call an =ropriam ezp�r fa.IIilitar with desip and
consu cicuoa of waste lagoons_ You may need to provide a te.-rrcaorary n"x if there is a threat
of a waste discharge. However, a permanent solution should oe reviewed by the
technical ex-a---t. Any digging into a lagoon dam with heavy equipment is a serious
unoer�-Ig tiItli *potentially serous con=uenc..s and should not be conducted unless
re^o=ended by an apuropriarw tee finical exver.
w=azisfer Pumps —check for proper oper-zdon or:
1. rervciing pumps
?. irrigation pumus
Chi for ins, loose fire n,s, and over--Z puma cpe-- acion. An unusually loud or ceding
noise, or a ?awe amount of vio=.on, may uidicaLe that the puma_ is in need or re_rair or
=lac--zne :t.
NOTE- pw*T'*- ng systems should be inspe`ted and op=t d.i57=uently enough so that you.
are not co.-,=IeT.ely "surmised" by e~uiDment failure. You should perform your -pumping
system ma=re:,ance at a time wne, your lagoon is at its low level. This will allow some
safety time should major repairs be r=uired_ Saving a-nearlyfall lagoon is not the time
to think about switching, rebairing , or borrowing puinvs_ Probably, if your lagoon is hill,
your -neighbor's lagoon is rill also. You should consider maintainingan inventory of sure
parts or pumps_
Suiface water dive--sion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
grid parking lot runoff) away from your lagoon and other waste
tz 4a.sment or storzae sa uctures. The oniv wat..P— that should be
coming from vour lagoon is that which comes frorn yourflushin-
(washing) system pines and the rairrf that hits the lagoon- directly.
You.should insper your diversion system for the following:
1. adeauam vegetation
2. diversion capacity
�. ridge bcni height

Id=fffied vroblerns should be correrr: d promptly. It is advisable to inspe`t your system
during or immediately following a heavy rain- If technical assistance is needed to
derma*►*ne proper solutions, consult with appropriate= ezpe:rs_
You should r.e.ord the level of the moon 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 rainr.R amount
(you must also be recording your rainfall for this to work-)- Knowing this should h--!D in
planning irrigation applications and storage. If your lagoon -H excessively, you may
have as i Eow problem from a i e water div=-sion or there may be seepage into the
laagoon from the surrounding land.
Lagoon- Operation
Startup:
1. Immediately aft--- construction establish a co=lete sod cover on bare soil
surfaces to avoid erosion.
2. ill new lagoon &dgn treatment voiume at le-- st half full of w-a= before
waste loading be_das, uldng care not to erode listing or bank slo-oes.
3. Dra'noires into t1he boon should have a fle�bie Dim extender on the
e nd of the pipe to discharge near the bon-orn of the lagoon du Tina _dal
i-LI1r1z or anOtl:e+ LDS of Slowing the incC3Tiiiii^.g water to 2voI0- pJCon of
the 1.2ing.
4: When possible, begin loading new lagoons in the spring to maxin --
bacterial esmo shmeet (due to warmer. weather)_
5 _ it is re: ommencr tha_ a new lagoon be see:: ^ with sludge from a horny
workh-ug swine lagoon in the amount of 0.25 veroznt of the hill.lamon
squid volume. This seeding should oc :our at leasr two weeks pzor to the
addition of was,: wzte:.
6. Maintain a periodic check on the lagoon liquid -DH. If the pH Ms below
7.0, add agricultinl lime at the rate of l pounce per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum Iagoon liquid
off is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and exczssive odor signals inadequM .
biological activity. Consultation with a te-- ni=l serialist is recammended
i f these conditions occur for prolonged periods, espe'a.ally during thz w-,zm
serson.
Loadingr
The more frequc-itly and regularly that wastewater is added to a lagoon, the beta_ --the
lagoon will fuhczion. Flush syst =s that wash waste into the: lagoon Several times daily are
optimum for t Wm-uent_ Pit rLhar4e systems, in winch one or mnore buildings ar
and recharged e: ch day, also work well.

Practice water conservation —minim ize building water usage and
spillage froth lealdna waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed waste and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the Ia,--
_ Maintain Loon liquid level between the permanent storage level and
the full te:nDorary sttorage level.
Place visible mark= or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating a* the earliest possible date in the spring based on
nutrient reauiremears and soil moisture so that te-nporary storage
will be rnaximiz= i Tor the summer thund=to= s zson. Similarly,
iu"igate in the late SumMer/early fall to provide rrta=um moon
storage for the
T"he iasoon liquid level sizould never be closer riJan I foot to the lows
point of the dam or ernbanlk:nent.
Do not ouzo Lhe la_oon lieuid level lower tlhar the oezmanent srora_ce
level unless you are re-novi.ng sludge. +
l ocate f1cat pump inmk=s approximately 18 inc',es underneath the Iim_ dd
Surface and as fa= away from the drainpipe inles as possible.
Prevent addidons of bedding materials, long-sterntned forage orvegemdon,
molded feed, piasdc swinges, or other forei=- znaz iais into the lagoon.
Frequently r ernove solids From catch basins at end of conunenent hot= or
wherever they are Las -fled.
Maintain strict veaeation, rodent, and varmint control near lagoon edges.
Do not allow ti--s or large bushes to grow on !a,-c>on dam or embanlaneut
Remove sludge from the lagoon either when the sludge storage Casty is
foil or before it rills 50 percent of the permanent Enrage volume.
Ii animal proaucdon is to be terminated, the o x ne_ is resDonsiole for
cotaining and impie-neath-zg a closure pian to elirrLna.re the possioility of a.
pollutant dischame.
Sludse Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing
mernanical solids s.=arman of flushed wasz=,
of rlusned waste solids in a_z1_nropriately desig?iea basin, or
gravity serdin,7
minirniring feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long tern will:
have more nutrients,
have more odor, and
reouirre more land to properly use the nutrie.-irs.
Removal tr,^h iaues:
Hire a custom armlicator.
iai; the sludge and lagoon liquid with a chopper-agitatorimtfeEer
pump through large -bore sprinkler L-naation sys .-n onto ne_:xhv cmviaud;
and soil incomozzze.
Dewater the uot~er ?a-. of lagoon by it igadon onto nearby croaiard or
:orageland; mix:emz nines sludge: DuIIiD Into !icuid sludze ar_DL!c: ^:: haul
and mreaci onto cm-oiand or foraztland; and soLL incorpoaam.
Dexater the unuer part of lagoon by ==nation onto nearby crot;iznd or
roia2elarid: dredge sludge Tiom lagoon wit: d =.c- a or sluLae ba ze: b--=
can area beside lagoon to receive the siu'dge so year licuids can =,an bacr
L'ito lagoon; allow slud ze Io dewatea, haul 2-nd surd with manum mvmdrr
onto cropmnd or-Iorcgela3d; and soil inco v0rz-_Z.
Regardless or the method, you Thus-, have the sludgy material am d"Med for waste
consdmens jus= as you would your lagoon water. The sludge %; iii contain aiie.-°" r
nutrient and meal values hom the liouid. The arDiication or the sludge to fields r�ill-be
limited by Wiese nutrients as well as any previous waste appi.icadons to that field ana Lao-
reauirem=t, Waste am)licadori lames will be discussed in de H in Chanter 3.
When removing sludge, you must also pay atte.-idon to the lin - ;.o prevent daaraQe. Clow
attention by the pumper or drag -line operator will ensure that the lagoon line.- re.s
intac•� If you se- soli material or the synthetic liner matermd being disturbed, you should
stop the acziviry immediately and not resume until you are s-az-- that the sludge can be
removed without liner injury. if the liner is damaged it must be rep_ aired as soon as
possible_
Sludge remove. from the lagoon has a much higher phos-phorus and -heavy metal contort
than liquid. Ee. muse of this it should probably be aDpiied to land with low phosphorus
and mewl I fires. as indicated by a soil test, and incorporated to reduce the chance of
erosion_ Note gnat if the sludge is arDlied to fields witi"i very high soil -test phosuiiorm, it:
should be applied only at rates equal to the crop removal of phvs-Dhorus. As wilii other
wastes, always Piave your Iagoon sludge analyzed for its numitnt value.
The aDpiicadon or sludge will inc:,-ese the amount or odor at the waste application site.
Extra prCMution should be used to observe the wind dire -don and other conditions which
could inc---.._se the concern of neiII :bars_

Possible Causes of Lagoon Failure
Lagoon failures -result in the unplanned discharge of wastewater from the suucmrw Ty=
Of failures include leakage through the bottom or sides, ovewpping, and bread of the
darn_ A cn=r n- proper design and construction, the owner has the responsibility for
extsu i g suture safety. items which may Iead to lagoon failures include:
Modification of the lagoon structuxt--an ex m le is the phuu=eat of apipe
in the dam without proper design and con�T�on. (Consult -an aterrin
lagoon design before placing any pipes in dams.)
Lagoon liquid Ievels--high leve?s_are a safety ask.
Failure to insperr and maintain the dam.
Excess surface ware` flowing into the Lagoon.
Liner integrity— protect from inlerpipe scouring, damage during sludge
removal, or rupture From lowering lagoon liquid level below pgoundwa=
table.
NOTE: L lagoon water is allowed to overtop the dam, the moving cause water will soon se
gullies to form in the dam. On= this damage starts, it can quickly. cause a Iaq; - disc:.ar;e
of waste a� and possible dam ,lain_

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUAL! T Y (DWQ)
EMERGENCY MANAGEMNEi SERVICES (EMSi r9.p) e�Gz - y�o
SOIL'AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCSj ,a) _jGz - G
COOPERATIVE EXTERSION SERVICE (CES) e&t - s'
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off sire. You should nor 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. Lacoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to 5eles at an acceptable rate.
c_ Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surace water is erizerine laccon.
g. Runo, i from wasta application f ield-actions include:
a. lrnmediateiy stop waste application.
b. Create a temoor2ry diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eiirninate the reason(s) that cause the runoff.
e. E-valuate he 2.pJ1lcation rates for the fields where runor, occurred.
C. L eakaae from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation puma.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakaae from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Mahe 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 'lowing Peaks -passible action:
a. Dig a small sumo or ditch from the embankrnerrr•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 wi,h a clay type soil.
c. Have a professional evaluate the condition of the side walls and lacoon-
bocmr i as soon as pcssible.
'rl

2.
3.
Cs
5.
Q
Assess the extent of the spill and note any obvious damages.
a. Did the waste -reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Conrad appropriate agencies.
a. During normal business hours call your DW(2 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 eorrer-tive measures that -have been
under taken, and the seriousness of the shution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Inrruct EMS to contact local Helath Department.
d. Contac 7 CEs, phone number - , local SWCD office phone number - -, and local
NFC office Tor advice!tachnical assistance phone number - -.
1T none of 'he above works call 911 or the Sheriff`s Department and explain you
problem so them and ask ,he person to contact the Orooer agencieS for YOU.
ConLac' Lhe contractor of your choice to begin repair or problem to minimize oi-
site dam, ace.
a. Contrac,ors Name:
b. Conirac-mrs Address
c. Can tractors Phone:
a. Ak-&-
Contac': the technical speciaiist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: /M. /rCvrJ I-j,,,,,, � 7e_". Alf,-, _
b. Phone: d) Zr? -GSY39 Yr-G r-
-
7. Implement procedures as'advised by DWQ and technical assistance agencies to
rectify the carnage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
Z

INSECT CON I�r OL CHECKUS i FOR ANIMAL OPERA T 1ONS
Source Cause BMP's ;o Minimize Odor Site Specific Practices
(Uquid Systorns)
Flush Gutters Accumulation of solids () Rush syarern is dasigned and operated
sufficiently ,w remove accumulated
soilds from guTters as designed.
{ } Remove bridging of accumulated solids at
discharge
Lagoons and Pits Csustad Solids WMaintain lagoons. sorting basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a death
of no more than 6-a inches over more than
30'!e of surface.
Excessive Vegetative Decaying vegetation ( Maintain vegetative control along banks of
Growth lagoons and other imcoundmenrs to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter
(pry Systems)
Feeders reed Spillage WDesign, operate ane maintain iota systems it.; -
bunkers and troughs) to minimize the ac .,n-uiztion
of decaying wastage.
(,seen uo sciilage on a rcu-ine basis (e.g. 7-10 day
interval during summer: 15-30 day intervel during winter).
Feed Storage Accumulations of feed residues ( Raduc- moisture der—untuiation within and around
immediate perimeter of feed storage areas by
insuring csainago away from site and/or provic3nq
ageauate containment (e-g., covered bin for .
brewer's grain and sirriiar high moisture grain
products).
(} Insaec: for and remove ar break uc accur.-slated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Elirstinate iow area that trao moisture along fencss
and food wastage and other locations where waste accumulates and
and disturbance by animais is minimal.
{) Maintain fence rows and Ater strips around amoral
holding areas to minimize accumulations of wastes
G.e- insoect for and remove or break up ecc-unwiamd
solids as needed).
AIC-November 11. 1296

Dry Manure Handling Accumulations of animal wastes () Remove spillage an a routine basis (e.g. 7-10 day
Systems interval during—rnrnar; 15-30 days interval during
wimar) where manure is loaded for land appii=zdart
or disposal.
{) Provide for adequate drainage around mornrra dies
{) lrtspec; for and rornove or break up acwmcdaad wed
in -toter stripes around stockpiles and manure ha dfing
areas as; needed -
The issues Checked (r per[ain to this operation. The landownerfirrregr zr or agrees to use sound judgment in.applying
Insect control measures as practical.
I cerriry the afonemesydoned insect control Sect Management- Practices have been reviewed with me_
(Landovfner Sig -nature)
or morel infor:Twtion camas:':tre Cooperative Extension Service, Department of E•ZtornologY. Box 761 Z-Nornfi Carolina Sorts University. Raleigh. A[C
_7695-7613.
kMIC—November 11. 1996

Source
SWINE FARM WAST-E MANAGEMENT ODOR CONTROL CHl`CKUST
Cause
BMP's to Minimize Odor
Farmstead Swine producion vagetavva or wooeed buffers;
(rRecornmended best management
pracacas;
"cod judgment and common sense
Animal body surfaces Dilly manure -covered anmals 64,.-Dry floors
Floor surfaces Wet manure -covered floors (Slotted floors;
"aterars located over slotted floors;
() Feeders at high and of solid floors;
() Scraae manure buildup from floors;
W-*-Underfloor ventilation for drying
Manure collection pits Urine Fraquent manure removal by flush.pit
rre/echarge.or scratae
Parital rrdleorbial decarnnosition 016' derfloor ventilation
Ventilation exhaust fart, Volatile gases-, Fan maintenance;
Dust fl Efficiant air movement
Indoor surfaces Gus: Washdown between Croups of animals
() Fetid additives;
(} Feeder covers;
F�Feea delivery downspou: extenders to
fender covers
Flush ranks Agitation of recycied lagoon () Fiusn rank covers
liquid wivles tanks are Eli Ping (} Extend: ill fines to near bottom of
ranks with anti -siphon vents
"Flush afleys Agitation during wastewater 6.KUnderffoor :lush with un-derfloor
eonveyanence ventilation
Pit recharge points Agitation of recyciec lagoon ^� () Ex -.and rachard lines to near bottom of
licuid while pits are Eufing pits with anti -siphon vents
Lift stations Agitation during surnn rank fdring ( I Sumo tank covers
and drawdown
Outside drain collection Agitation during wastewater { } Box covers
or junction boxes conveyance .
`end of drainpipes at lagoon Agitation during wastewater f E=—Cr-d eischarge paint of pipes
undarneem kagoon licuid level
Lagoon surfaces Volatile gas emissions Proper lagoon licuid capacity
iiological mixing Lylcorreet lagoon star„ro procedures
Agitation K-Minimum surface area -to -volume ratio
64"Mirvmum agitation wnen pumping
O Mecnanical aeration
WOroven biological additives
rrigaoon sprinkler no=:Iem Hign pressure agitation Wirrigate an cry days with litZe or no wind
Wind draft 01Minimum recommended ooerabon presruro
('l Purrm intaKe near lagoon licuid surface
() Puma from sacorrd-stage lagoon
MOC-Novernbor 11. 1996 -
Site Specific Practices

Steraga tank or basin Partial microbial dec=pasition {) Bottom or rnkUovel loading
surface Mixing while farrig (} Tank covers
Agitation when emptying { } Basin surface mats of solids
() Proven biological additives or mddants
Settling basin surface Partial micohiah decomposition ( ) Extend drairspipa outlets underneath liquid
h Vndng while filling level
Agitation when emptying (} Remove settled saiids reqularly
Manure, slurry or sludge Agitation when spreading ( ) Soil injection of shiny/sludges
spreader outhats Volatile gas emissions ( ) Wash residual manure from spreadar after use
{ ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying { } Soil infection of slurry/sludges
or sludge on field surfaces
( } Soil incorpenrdon within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition (rProper disposition of carcasses
Dead animal disposal Carcass decomposition WCompf are covering of carcasses in burial pits
pits (,KProper location/eorest section of disposal pits
Incinerators hncampteie comoustion O Secondary stack burners
Standing water around emprcoer drainage "cede and landscape such Mat water drains
facilities Microbial decampositicn of away from facilities
organic matter
Manure tracked onto public ?cony maintained access roads ( Fern access road r-:aintenance
roads from fart access
Additional information_
Available Frorn:
Swine Manure Managemarrti CZOO Rule/EMP Packet NGS[:-Czanty Extension Canter
Swine Production Form Potential Odor Sources and Remedies, ESAE Fact Sheet NCSU-iinE
Swine Production Feciiity Manure Management: Pit Racharge—Lagoon Treatment: ESAE 1 Z3-3a Ncsu-aAE
Swine Production Facility Manure Managemen—, Undenioar Huse —Lagoon Treatment; EBAE iZr-a3 NCSU-3AE
Lagoon Desig and Managemen: for Livestock Manure Treatment and Storage; ESAE 1 03-Z3 NCSU-3A=
Calibration of Manure and Wastewater Application E4iziPn-& EIIAE Fact Sheet NCSL a'AE
Controlling Odors from Swine Buildings: PIH-33 NCJU-Swine Extension
=nvironmental Assuranc Program: NPPC Manual NC Park Produces Assoc
Options for Managing Odor. a resort from the Swine Odor Task Force NCSU Agn Communications
,4uisance Concerns in Animal Manure Managemanr, Odors and Flies; PRO107, 1995 Conference Proceedings noride Cooperrdve Extension
-he issues checked (-/) per -min to this operation. The landowner/inzegra.cr agrees to use sound judgment in applying
;dor control measures as practical.
certify the aforemerrtioned odor control Best Managment Practices have been reviewed with me.
r
tiarl�,�ignarure)
40C—Novamnar 11. 1295

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ ✓ Surief three feet beneath the surface of the ground within 24� hours
after knowledge of -the death. - he burial be at least 300 feet from
any flowing steam or public body of water.
( ) Rendering at a rendering plant licensed under G. S. 1 06-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
{ } Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of par of a dead
animal's vafue without endangering Duman or animal health. (Wrrttan
approval of the State Veterinarian must be attached)

Murphy -Brown r.ir
Bob Heath
NCDENR
Fayetteville Regional Office
225 Green St. — Suite 714
Fayetteville, NC 28301-5043
Mr, Heath,
PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
TeI 910-293-3434
Fax: [phone]
In response to your February 7, 2002 letter to the Ada Carter Nursery Farm concerning wettable
acres certification, I would like to provide you with the following update for your files. Mr. Carter is
currently in the process of clearing additional land for this facility. Once complete, the irrigation system
will be changed to a hard hose traveller system, and the existing solid set system will be abandoned. It is
anticipated that the land available for this farm will more than double once these plans are finalized. I trope
that this change will alleviate your concerns over the current land availability at this site. We anticipate that
this project will be completed by May 1, 2002.
If there are any further questions or concerns, please call.
e
Sincerely,
4Mu
igestexph -Brown, LLC
2/1Gro2
cc: Dewey Carter

AG
�
a
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
DIVISION OF WATER QUALITY
August 24, 2001
Certified Mail
Return Receipt_ Rcquestedd
Mr. Kraig Westerbeek
P.O. Box 759
Rose Hill, NC 28458
Subject: Ada Carter Nursery Farm
Facility No. 09-146
Bladen County
Dear Mr. Westerbeek:
William G. Ross Jr., Secretary
Gregory J. Thorpe; Ph.D,
Acting Director
Division of Water Quality
A review of the Wettable Acres Certification submitted by you for the Ada Carter
Nursery, received on August 17, 2001, by the Fayetteville Regional Office has been reviewed
and determined to be incomplete and unacceptable in its current format.
The Division of Water Quality requests that the following items be addressed:
On -farm records guidelines were not followed when revising the CAWN P.
The irrigation records and waste analysis should accompany the wettable acres
determination.
2. The double crop rate for soybeans does not appear to have been used in calculating the
PAN balance and no nitrogen residual was deducted from the wheat crop.
The waste application field drawing submitted was not drawn to scale to provide
accurate information for calculating the wetted acreage.
4. The appropriate wettable acres sheets were not submitted with the certification -
Field data sheets were not completed with the owners signature.
6. No information was submitted for the irrigation system such as the sprinkler type and
model, operating pressure, nozzle size, pump etc.
Fayetteville Regional Office
225 Green Street — Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: ww.enr.state,nc.us/ENR
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled l 10% Post Consumer Paper

Mr. Kraig Westerbeek
August 24, 2001
Page 2
Please correct and complete the enclosed Wettable Acres Determination with the additional
information requested and resubmit within 60 days. If you have any questions concerning this
matter, please do not hesitate to contact either myself or Mr. Jeffrey Brown, Engineer, with the
DSWC at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
cc: Sonya Avant - Compliance Group
Jeffrey Brown - FRO - DSWC
attachment

r
NCDENR
North Carolina Departr ,ent of Environment and Natal Resources
A% ich el F. Eastey, Cio-vernor N- illiam G. Ross, Jr., Secrtitar%-
Gregory J_ Thorpe, 1't1.I).
Acting Director
Division Of W,_Iter QL1111in•
February 7, 2002
Certified Mail
Return Receipt Requested
Mr. Dewey Carter
1023 5 Old Mintz Road
Garland, NC 28441
Subject_ Wettable Acres Certification
Ada Carter Nursery Farm
Facility No_ 09-146
Bladen County
Dear Mr. Carter:
A review of the Wettable Acres Certification for the Ada Carter Nursery, received on
August 17, 2001, and September 11, 2001 by the Fayetteville Regional Office has been reviewed
by the Division of Water Quality and the Division of Soil and Water and determined to be
unacceptable in its current format. The on -farm records guidelines were not followed when
revising the CAWMP. The waste samples used were not adequate for the facility as submitted.
The,.guidelines require a minimum of three waste samples per year per lagoon for three
consecutive years. After discarding samples from the Coachwhip Farm included in the package
for year 2001 only one sample was available for consideration in that year. Year 2000 had three
samples for lagoon # 1 but no samples were available for lagoon # 2 for that year. The years
1998 and 1999 did not meet the required sample criteria with two samples for each lagoon in 98
and one sample per lagoon in 99.
A site visit was conducted by the Division of Water Quality to measure the existing waste
application field on February 6, 2002. This evaluation identified 7.5 acres currently under
irrigation which is 1.2 acres less than the current CAWMP and suggest that the farm is short
approximately 2.5 acres utilizing the NRCS guidelines with the current crops.
You are requested to submit an ammended wettable acres certification to this office within
90 days of the date of this letter, that complies with the guidelines established for certification.
In addition, upon completion of the wetted acres determination not to exceed an additional 90
days, you are required to install any additional irrigation and establish the crops per your
CAWMP.'
Fayetteville Regional Office
225 Green Street— Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]FAX: [phone] llnternet: wtii`w.enr.st'dte.nc.us`E\I.
An Equal Opportunity ! Affirmative Action Employer — 50% Recycled 1 10% Post Ccr;u: Ater Paper

Page 2
Mr. Dewey Carter
February 7, 2002
If you have questions in regard to this correspondence, please contact either myself or Mr.
Jeffrey Brown, DS&W at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
cc: Sonya Avant - Compliance Group
Jeffrey Brown - FRO - DSWC
Kraig Westerbeek - Murphy Brown
Carroll Pierce - DS&WC

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 8, 1998
MEMORANDUM
4 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sonya Avant Ma
SUBJECT: Notification of Facility Number Change
R1 VQL�
App, 1 .3 1996
RFc. OppIC ~E
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 09-172 was combined under facility number 09-146. Facility number
09-172 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext. 571 _
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

FIECI I E® State of North Carolina
Department of Environment and Natural Resources
Fir:`
AUG 14 2000 Division of Water Quality t ; r~� `� :` L)
....tx; : -.
Non -Discharge Permit Application Form
FIaYtTTEVIL.LE (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) f 4 `�
REG. OFFI4'eneral 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:
1.1 Facility Name: Ada Carter Nursery Site #1 & 2
1.2 Print Land Owner's name: Dewey Carter
1.3 Mailing address: 10235 Old Mintz Highway T
City, State: Garland NC Zip: 28441
Telephone Number (include area code): 910-529-5141
1.4 County where facility is located: Bladen v
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for s e roads. Please include a copy
of a county road map with the location of the farm identified): 'A0
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's I Integrator's name (if applicable; please circle which type is list: Murphy Family Farms
1.8 Date Facility Originally Began Operation:
T- 1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 09 (county number); 146 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? ©yes; [--] no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Tyne of Poultry No_ of Animals Tyne of Cattle No. of Animals
• Wean to Feeder . Layer • Dairy
• Feeder to Finish • Non -Layer • Beef
• Farrow to Wean (# sow) - Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 09 - 146

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): JQ _ Required Acreage (as listed in the AWMP): 5
2.4 Number o GE)
storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? =u (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? x �y`r ` NO please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS .andards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
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.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal C
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and �J
field locations where animal waste is land applied; J56
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 A
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.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 09 - 146

Facility Number: 09 - 146
Facility Name: Ada Carter Nursery Site #1 & 2
4. APPLI
CATION:
I, (Land Owner's name listed in question 1.2), attest that
this application f r (Facility name listediit qu stiori 1� 1)
has been reviewed by me and is accurate and complete to the bck of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete./% .?
Signature
5. MANAGER
Date ,.Wi� --1 — ed
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.I)
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. r
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
s SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 09 - 146

J
e ,
Singletary Lake State Park
Primarily used for organized group
camping, Singletary Lake State Park
has one unit for 88 campers. It has a
mess hail and kitchen, camper's cabins
~ and wash houses. Twelve miles south-
east of Elizabethtown on State Highway
53, the 1,221 acre lake has swimming,
CYPRESS CHEEK r fishing, boating and hiking for group
;t dl 1 campers.
? !
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00� - kq(p
- - - WASTE UTILIZATION PLAN
PRODUCER: Dewey Carter; Ada Carter Nurseries 1 & 2 j
LOCATION: Garland, NC; Sampson County .,, 3Tu�9
r7. NI
TELEPHONE: [phone] RFCEIVp/
Agt,ifer proteDENR /DWQ
TYPE OPERATION: Wean - Feeder MA2 eta? Ser�c�
NUMBER OF ANIMALS: 5200 20Og
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

_._ . _.. -._ __...._._---_ WASTE UTILIZATION PLAN__
Amount of Waste Produced Per Year (gallons, ft. tons. etc.)
5,200 animals X 0.42 (tons) wastelanimallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X 0.48 Ibs. PAN/animal/year =
Guide Std. 633)
2,184 (tons) waste/year.
2,496 Ibs. PAN/year. (PAN from N.G.
Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
11132
1
St
Soybeans
1241
1.64
203.36
June - Sept
11132
1
St
Wheat
105
1.64
172.2
Sept - April
11132
2
St
Soybeans
124
1.77
219.48
June - Sept
11132
2
St
Wheat
105
1.77
185.85
Sept - April
11132
3
St
Soybeans
124
2.62
324.88
June - Sept
11132
3
St
Wheat
105
2.62
275.1
Sept -April
11132
4
St
Corn
138
2.99
412.6211
March - Jul
11132
4
St
Small Grain
50
2.99
149.5
Sept - April
11132
5
St
Corn
138
3.45
476.1
March - Jul
11132
5
St
Small Grain
50
3.45
172.5
Sept -April
Total I 12.471 2,591.59 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients -
This plan only addresses Nitrogen.
Page 2

-__ WASTE UTILIZATION PL'N
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
--ilo- Type Per Acre* I
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 12.47 2,592
Table 2 0.00 -
Total 12.47 2,592
Amount of N Produced 2,496
Surplus or Deficit 96
NOTE: 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 nutrient or other elements.
Page 3

` WASTE.- UTILIZ�ATION'.P
See attached map showing the fields to be used for the utilization of waste water.
Field Soil Type
No.
Application of Waste by Irrigation
Crop Application Application
Rate IniHr Amount In.
2 St Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY_
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Sail Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: The acres shown in this
Sovbean rate is based on veild minus '7 bushels foi
are 'Wetted" acres.
oublecro
Residual nitrogen has been accounted for in the 'wheat rate.
ns.
Page 4

-_WASTE .UTILIZ` TIO SPLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
Z 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

WASTE UTILIZATION' PLAN --
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of 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 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Ada Carter Nursery 1 &2
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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner: �#er
Q 1A- �
(Please print)
Signatur - Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy - Brown, LLC
Address (Agency)
Signature:
P.O. Box 856
Warsaw, NC 28398
Page 8

RECEIVED
DEQ/DWR
Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 15A 8F .0201
Facility/Farm Name: HCFA
MAR 0 9 2016
WGROS
FAYETTEVILLE REGIONAL_ OFFICE
Permit #: 4U)& t BOO© Q Facility ID#: '? --/ 6 - County: fi /hfW&7j
Operator In Charge (OIC)
Name: ZE,, «F/U - N oPuR 13 _ -
First Middle Last Jr, Sr, etc.
Cert Type / Number: Z -7 4 q-C Work Phone: (9 to Z SJ'O - -7 Y- O
Signature: Date: 3 -7
"I certify that I agree to my designations as the Operator as Charge for the facility noted. I understand and will abide by the rules and regulations
pertaining to the responsibilities set forth in 15A NCAC 08F _0203 and failing to do so can result in Disciplinary Actions by the Water
Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Opdonal)
Name
First Middle Last Jr, Sr, etc.
Cert Type / Number: Work Phone:
Signature: Date:
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the rules and
regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary Actions by the
Water Pollution Control System Operators Certification Commission."
Owner/Permittee Name: _ Ewe
Phone #: /0 S L Y` S t ` 1 Fax#: (_
Signature: Date.'- -7 —Z a
(Owner or authorized agent)
Mail, fax or email the WPCSOCC; 1618 Mail Service Center, Raleigh, NC 27699-1619 Fax: [phone]
original to: Euesir:-certadnuiifa�nt denr.Qov
Mail or fax a copy to the Asheville
Fayetteville
Mooresville
appropriate Regional Offwe: 2Q90 US Hwy 70
225 Green St
610 E Center Ave
Swannanoa 28778
Suite 114 '
Suite 301
Far: 828.299.7043
Fayetteville 28301-5043
Mooresville 28115
Phone.828.2%.4500
Fax:[phone]
Fax:[phone]
Phoen:91OA33.3300
Phone:[phone]
Washington
Wilmington
Winston-Salem
943 Washington Sq Mall
127 Cardinal Dr
450 W. Hanes Mall Rd
Washington 27889
Wilmington 28405-2845
Winston-Salem 27105
Fax:[phone]
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Phone.[phone]
Raleigh
3800 Barrett Dr
Raleigh 27609
Fax. [phone]
Phone:919.79IA200
(Retain a copy of this form for your records)
keviscd 05-2015

Michael F. Easley, Governor
o��k �Ar�RQ�
September 22, 2008
Kenneth Kinlaw
Kenneth Kinlaw #4
3160 Horseshoe Rd.
Bladenboro, NC 28320
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
SEP 2 4 200.� ; 6
D5T _
Subject: Sludge Reduction Plan of Action
Certificate of Coverage No. AWS090148
Kenneth Kinlaw #4
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on September
12, 2008. With the survey results, you requested to rescind the previously submitted sludge
reduction plan of action (POA) for the lagoon at the Kenneth Kinlaw #4 facility.
Due to the amounts of treatment volume available, based on the recently modified NRCS
Standard No. 359, the Division agrees that a sludge reduction POA is not needed at the present
time. However, the Division would like to encourage you to closely monitor_the sludge
accumulation in your animal waste treatment lagoon(s) and submit a sludge reduction POA when
sludge accumulation in the permanent treatment zone is greater than 50% of the planned
treatment volume.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-693 7.
Sincerely,
V44d
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
one
Nor Carolina
Naturally
Raleigh, NC 27699-1636 1relephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax [phone]
Customer Service: [phone]

Dewey Carter
Ada Carter Nursery Site #1 & 2
10235 Old Mintz Highway
Garland NC 28441
Dear Dewey Carter:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
OCT 15 2004
DENR -FAYETI'EVILLE REOIONAEOFRCE
Subject: Certificate of Coverage No. AWS090146
Ada Carter Nursery Site #1 &,2
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on April 3, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Dewey
Carter, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090146 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ada Carter Nursery Site #1 & 2, located in Bladen County, with an animal
capacity of no greater than an annual average of 5200 Wean to Feeder swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kee in
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: 919-71M588 J Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/1 0% Post Consumer Paper
NorthCarolina
Nawrally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new.Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee,from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current MRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
U
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090146
APS Central Files

Facility
Waste Management Plan Changes
,�, �gk,r
Aer„_.
9 43 1
Farm W c,.- C-aAe-✓ [ u 5 ije s t4 Z
This farms Waste Management Plan has made the following changes:
Crop clianges
II 'Wetted Acres
❑ Increased Acreage
❑ Decreased A-citage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
M.
4 —Zz -03
Date

C
Wettable Acres Determination Certification
Name of Facility: �e� ar��r_ � �ef� e s �'� �-- Facility Number: q - VA 6
Owner(s) N
Mailing Address:
No:
a1441
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage_ A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization PIan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the -Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: �e Wert Qc,-Y-4 -r
Owner
Technical Specialist Name:
Technical Specialist Signati
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

PRODUCER:
LOCATION
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Ada Carter Nurseries 1 &2 - Dewey Carter
Garland, NC; Sampson County
[phone]
Wean - Feeder
5200
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltr9tion tates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1

'ate a f- ' f w z
ally a `. .• . .. .1
5,200 animals X QA2 (tons) waste/animal/year = 2,184 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X Q,$$ lbs. PAN/animal/year = 2,000 Ibs. PAN/year. (PAN from N.C.
Guide Std. 633) retie- based C % Tech
pv54 iee. w�`�dr"` r�[Ga�/�s+ 4ftno` Lak
oa, f
I.�.�,u.s��k 1D+i PaA Y�C�
Applying the above amouAt 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 grownand
surface application:
Table 9: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres
# No. Type Per Acre
Lbs. N Month of
Utilized Application
Total 1 8.471 2,117.50 j
*This N is from animal waste only. If nutrients from other sources such. as commercial fertilizer are
applied, they must be accounted for. N must Lze based on MaLIjtic.yjCLd Mertation,
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses an nutrients.
This plan only addresses Nitrogen.
Page 2

Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
' See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 8.47 2,118
Table 2 0.00 -
Total 8.47 2,118
Amount of N Produced 2,000
Surplus or Deficit (118)
NOTE: 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (INHr) Amount (In.)
1 St Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for M days of temporary storage and the temporary storage must
be removed on the average of once every Q MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This is a plan is written for "wetted acres". In determining the PAN,
produced the actual PAN records were used to determine the highest amount used in three years.
That amount (1323.42 Ibs for 1999) plus 676.58 Ibs was used to determine the amount of PAN {
produced. [�.;5 J�+O+� d v^14o6- rrdl Goer a rs 6
S,o[ c:tR . {y�' kn' ;insNr[ �iv.�' rsv►� efi Crr� e.r.w�vSi S : s ro^�' .., C �CaS:..oi
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 30 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See F'OTG
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.
fi 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking -
dormancy.
11 - Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the=
possibility of 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 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

= ls�C�P►1�i OFTAILCIV44►� ►
!Name of Farm: Aci5sa= Q� CC_,/ V ¢..,C t t 1 0. S t _V
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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner: �)Ps s� cc t T. '
(Please print)
Signatu Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency):
P.O. Box 759
Rose Hill, NC 28458
Signature: Date:
Page 8

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ada Carter Nurseries 1 &2 - Dewey Carter
Address: 10235 Old Mintz Hwy.
Garland, NC 28441
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Sampson
Date: 8/15/01
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
.-(acres) Soil Type Slope ..

TABLE 3 - Solid Set Irrigation Gun Settings
I
Sheet3
YrKy+,yulfGV+��n �G �G , Y p 1i p u�? �
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hvdrants (feet) Pipelines Pipelines linlhr) (inches) at Gun(osi at Hvdrantlhr.l Comments -Acres Der zone

Sheets
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy - Brown
Address:
P.O. Box 759 Rose Hill, NC 28458
Prone:
910-289-2111
Required Documentation
The following details of design and materials must accompany all irrigation designs:
Z. A scale drawing of the proposed Irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6, Manufacturer's specifications for the irrigation pump, traveler and sprinkier(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION -WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate. w
9. Irrigation pipes should not be installed In lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet7
CALCULATIONS
Sprinkler Type:
Nozzle Size: inches
Sprinkler Pressure: psi
Flowrate(GPM): 12 gpm
Wetted Diameter: 130 feet
Desired Spacing (%): 60 %
Design Spacing(feet): 78 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 80 feet
Actual Spacing {%): 62 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.11 in/hr
300 degree arc = 0.13 in/hr
220 degree arc = 0.18 in/hr
180 degree arc = 0.21 in/hr
Traveller Speed f
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
0.32 ft/min
220 degree arc =
0.39 ft/min
180 degree arc =
Mainline VeLgr&
0.64 ft/min
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
*"For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 7

Sheet8
Solid Set
Total
Zone # Int. Spr. Acres per # Ext. Spr Acres Per # Single Acres per Acres Field #
21 261 0,1471 261 0.1791 0 0.1931 8.476 2
8.476
Page 10

Ait
OL
Sa �pj
4
WN
T�l
it-,: jt%l : In

Field Acres 2000 Tot. PAN 1999 Tot. PAN 1998 Tot. PAN
2
3
4
2.1
124.5
261.45
125.2
262.92
116.4
244.44
3
86.9
260.7
147.1
441.3
138.9
416.7
3
76.2
228.6
144.9
434.7
113.7
341.1
1.5
91.5
137.25
123
184.5
113.1
169.65
888.00 1,323.42 1,171.89

_ __...._ .. _._PLAN_OF.ACTION(Poa) FOR HIGH -FREEBOARD AT ANIMAL. FACILITIES.- .-
Facility Number: 9-146 County: Bladen
Facility Name: Hazelwood Family Farms
Certified Operator Name: Chad Hazelwood Operator Number. 27446
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
6 7
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
—Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste
9/24/2018
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shannonbrooke Farms Allen Johnson Phone: [phone]
Facility Owner/Manager (print)
Date: 10/15/2018
Facility Owner/Manager (signature)

WarerResources
ENVIROm tENTAL QUALITY
Chad Hazelwood
Hazelwood Family Farms
11474 Old Mintz Highway
Garland, NC 28441
Dear Chad Hazelwood:
RECEIVED
DEQ/DWR
DEC 13 2016
WQROS
FAYETfEVILLE REGIONAL OFFICE
December 9, 2016
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Subject: Certificate of Coverage No. AWS090146
Hazelwood Family Farms
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Uirecrbr
In accordance with your Notification of Change of Ownership received December 5, 2016, 2016, we are
hereby forwarding to you this Certificate of Coverage {COC) issued to Chad Hazelwood, authorizing the
operation of the subject animal waste management system in accordance with General Permit AWG 100000.
This approvalshall 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 Hazelwood Family Farms, located in Bladen County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 5200 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
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.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS090146 dated October 1, 2014. 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 read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record kge" and monitoring conditions -in this permit. Record keeping forms are unchanged with this
General' Permit. Please continue to use the same record keqping forms.
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
State of North Carolina I Environmental Qualiy I Water Rcsourees
1636 Mail service Center I Raleigh, North Carolina 27699.1636
919 707 9129

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/warning information for your county by calling the Wilmington, NC National Weather
Service office at (910) 7624289, or by visiting their website at: hhtt a/www.weather. ovg /ilm/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at 910433-3300. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Water Quality Regional Operations Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS090146)
Smithfield Hog Production

O� W ArFR Michael F_ Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P. E., Director
CO
Division of Water Quality
O 'C
May 1, 2003
Dewey Carter
Ada Carter Nursery Site #1 & 2
10235 Old Mintz Highway
Garland NC 28441
Subject: Certificate of Coverage No. AWS090146
Ada Carter Nursery Site #1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Dewey Carter:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on April 3, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Dewey
Carter, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWGI00000. The issuance of this COC
supersedes and terminates your previous COC Number AWS090146 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ada Carter Nursery Site #1 & 2, located in Bladen County, with an animal
capacity of no greater than an annual average of 5200 Wean to Feeder swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows_ Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until 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.
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. VFW
N�
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJlh2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

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 MRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief_
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
ide
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090146
NDPU Files

08/01/02 08:32 FAX [phone]
liy` J& iIf— u r _ d-&M Imoms Igo yAy Wl1
RAINKAN IRRIG
"A ua. .Ar &. u
F. • V
toot
Wettable Acres Determination Cerdfleadon
Name of Pacility- �. . e.� t zcility Nan►ber-t�
OwumK&) Natao: ,, Cnr :k4--- phew No O --ff 141
dt+t Mailing Adss: IOa.35 „ Ax we k7, P,,A_
By iig oh* this fOM the fom* awnea: and TWAWe d Spedsiist aclmowWga the completian of the
Wettable Acres Determination. AD ue curry Wettable Aere De u=inadon Feld Dam Shear and
loess were completed to conduct a Wettable Acre Datersniaation. The fseiliWs Waste
UdliWoa Plan leas been amended as necessary to reeect acUW Wetted SMeaga. A cW of all
w *sbacts. czieulWons, and ache; Wemblo Ams Datez==Won documents. aloug With Me
applieahle Waste: L%IuzUon Phan O d Wettable Am Datmainsdon CettA= t = will be filed with
then local soil and Wags Conscrra:ion District. A copy will also be kept on site witb the Ce dified
Animal W&M Manageiz=t Plan. Any kture modiiieadotts muse be sMoved by i ttahamcal
specialist and Sled with the. Sod and water Conservation Mhi t pno- to implamrutudon. if any
ma4iti . to� srg= of � n p udZ t Wcqu t x ta.._ _.
adoquataly addt+cas the waste naauagemem needs of this fbcW y. zi Irrigation SpeeiWin at
Plrofewonal Enghx= has certified the design and installation below.
Technical Spwiabst
Technical specialist
u sseAWd by = hVivolion Spsdalin or PWeadortal Eugha s< plaeae rid mad sign bdor?:
Animal waste. application equipmm hm been, dealgtted or madi$ed to apply waste as nmwsary to
accommodate the: waste management plan and octewding to NRCS Standards. Animal wastes
applir,afian eg*p aim hat been 'installed accotmng to NRCS Sunda s and is ray for use.
Irrigation SpecialisvpE
Lripuon SpodahsVPB
Submii this farm to:
Arta: Sonya, Avant
Non-Dlschup Compuanco Unit
Division Of Walu 0=111l►
1617 -%W Service center
Ralessb. NC 27699-16t7
w,►nc - zm
y .A rOY1k WAILl11 NVI.RXINi want,.r. mi..'A! Nriir

.r1s?F..`v»y.NW.uvz:;'422-i'k..•t'"�;:.c:vd
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Dewey Carter; Ada Carter Nurseries 1 & 2
Garland, NC; Sampson County
[phone]
Wean - Feeder
5200
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft, tons etc.)
5,200 animals X M (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X Q,4$ lbs. PAN/animal/year =
Guide Std. 633)
2,184 (tons) wastelyear.
2,496 lbs. PAN/year. (PAN from N.C.
Tech
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 and
surface application:
Table t: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application Pulls
Total { 12.471 2,545.321
`This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realist c -Wd expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 12.47 2,545
Table 2 O.OQ -
Total 12.47 2,545
Amount of N Produced 2,496
Surplus or Deficit L (49)
NOTE: 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 nutrient or other elements.
Page 3

See attached map showing the Fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount in.)
2 St Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: The acres shown in this elan are "wetted" acres.
Soybean rate is based on yeild minus'7 bushels for doublecrop soybeans.
Residual nitrogen has been accounted for in the 'wheat rate.
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine fans 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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of 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 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 shalt 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

Yr
h
Name of Farm: Ada Carter Nursery 1&2
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 Division of Environment Management (DEM) 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 fled 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 DEM upon request.
Name of Facility Owner: Ad&Ge teer D cc, A -e- V/
(Please print)
Signat e: Date: 9 f,re-- d 'z
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy - Brown, LLC
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signatur Date:
Page 8

Carter Nursery
Sprcyfield
c`„ 1 1 "-')nn'
!t

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model numberg n 1 03 5 p
2. Hose length Ti'Q [feet] and hose inside diameter (ID) [inch]
3. Gun make and model number �5� SQZ I �S a Ca a
4. Gun nozzle size [inch], ring orifice, - taper bore orifice
5. Gun arc angle \ ` Q) [degrees]
6. Travel lane spacing 1 LO [feet]. Indicate whether uniform or random.
Number of exterior hydrants . Number of interior hydrants
7. Gun wetted diameter As I [feet]. measured or based on gun chart.
8. Gun pressure [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
** 11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum _
**13. Pump make and model number
**14. Pump capacity. 11 0 [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, fumish where possible.
*** Information furnished by
+ and/or
ignatw of own or facility representative ignature of technical specialist
`T7 Y•:. W Ste. ► r—�`,
Printed name of owner or facility representative Printed name of technical specialist
Date Date ,— Z
*** Only the person or people collecting the data should sign the Field Data Worksheet.
I7
l4

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
f. Farm number (identification) Field number (identification) _r-:�
HARD HOSE TRAVELER
IRRIGATION SYSTEM
2. Irrigation system designation Existing irrigation system ,,-' New/expanded irrigation system
3. Number of travel lanes .3 # Interior lanes —_ # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing WO Hydrant spacing [feet] 7a6]b [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L Interior or ✓Exterior (lane/hydrant)
.o (o (a) Acres start end of pull from Table Column
1.3c% (b) Acres middle portion of pull
(� {Pull length-3-6 [feet] X Wetted width 1q 1 [feet]) / 43,560
Q� (c) Acres stop end of pull from Table Column
l • �� Total acres for travel Lane Iength (U) (Sum: a + b + c)
Travel lane length (L) ✓Interior or Exterior (lane/hydrant)
.; lU (a) Acres start end of pull from Table Column
1 . S V (b) Acres middle portion of pull (LZ)
(Pull length!A 10 [feet] X Wetted width 1 �q (�. [feet]) / 43,560
(c) Acres stop end of pull from Table Column
\.'-1 `i Total acres for travel lame length (12) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
• Q I- (a) Acres start end of pull from Table Column
�! 5 (b) Acres middle portion of pull (L3)
(-D3 (Pull lengthc�85 [feet] X Wetted widthl� [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X # Lanes = Acres
(b) Acres per travel lane length (1-2) X # Lanes Acres
(c) Acres per travel Iane length (T3) X # Lanes = Acres
Total CAWMP wettable acres for field {Sum: 8a + 8b + 80
Wettable Acre Computational Worksheet Completed b Date,- -oZ
Signature of technical spec)a ist
].S

{Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes _ [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated azea per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane Iength (L,_) ✓Interlor or Exterior (lane/hydrant)
a(a (a) Acres start end of pull from Table Column
Q,S Z (b) Acres middle portion of pull (L1)
jPull length -(.# %5 [feet) X Wetted width b [feet]) / 43,560
a i (c) Acres stop end of pull from Table Column
aTotal acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
.a1 (a) Acres start end of pull from Table Column
ace w
3.0 (b) Acres middle portion of pull t Q t
5 (Pull length2 to [feet] X Wett width _i-1 1 [feet]) / 43,560
18 (c) Acres stop end of pull from Table Column
3.45 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (13)
(Pull length [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes = Acres
(b) Acres per travel lane length (1.2) X # Lanes = Acres
(c) Acres per travel lane length (1.3) X # Lanes = Acres
Total CAUTNIP wettable acres for field (Suan: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by. K Date: T 3 i
Signature of technical sp alist
l5

BiIG GUN PERF'
o cE TABLES
RING NOZZLES
700 SERIES BIG GUNS -- 24° TRAJECTORY l00 R NOZZLE
HDIZLE NOZZLE N077LE
NOZZLE NOZILE NOZZLE ,B57 .845 .427 ,965
,1i2 .76B .B12
PSI GPM DIA
GPI1 DIA GP1'1 DIA 6PM AIA GPM DIA GPM DIA 6PM DI
167 260
50 774220
BB 225 100 230 77]129 250150 275 183 ZB4
60 8i 235 96 240 110 245 I152 790 177 245 14B 300
70 08 245 104 250 118 260 135 275
89
Bo.94 255 1-1! 265 177 275 145 285 163 300 101 3�5 224 325
40 q9 2b5 111 275 134 285 154 305 182 320 212 325 236 335
100 105 270 124 280 f- 245 162
- FRIES BIG GUNS —
240 TRAJECTORY
750 R RING NOZZLES
150
NOZZLE
NOZZLE
NDI34E
NOZZLE
NOZZLE
HO
NOZZLE
NOZZLE
1.08
1.l8
1.26
.86
.77
DIA
GPM DIA
GPM DIA
GPM DIA
GPM
DIA
PSd
S PM- DIA
GPM DIA
GPM -
100 245
130 265
165 2B5
205 300
?55 320
300 335
350
350
350
50
6035
i10 260
143 2B0
182 30Q
225 3!5
r_T
275 335
2?5 350365
0
�50
4l85
380
70
120 270
155 290
_ 197 310
245 330
340
315 360
380 380
445
345
80
12B 280
165 300
20
2I 3 330370
250
275 350
335 370�
405
475
90
!35 '?90
175 310
?23 330
290 360
355 380
42 4Q0
500
4�5
l00
143 300
le5 320
235 340
200
.SERIES BIG
GUNS --
27° TRAJECTORY
200 R
RING
NOZZLES
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZ7LE
NOZZLE
NOZZLE
= 1.93
1
229 '
1,
46
1. 56
1.
66
DIA
GPM
DIA
6Pn DIA
6P�
DIA
PSI
GPM
DIA
GPM
DIA
6PM`:,DIA
GPM
.2 30
325
3 00
355
350 370
410
390
470
405
535
420
640 695
435
455
,,0
60
250
340
330
370
3B5 390
445
410
515
425
b30
455
755
475
70
270
355
355
385
415= 405
440
590
455
675
4.70
B05
490
GO
290
370
380
400
445 424
515
545
455
625
470
715
4�
90
310
380
405
415
475 435
575
465
660
4B0
755
5
900
520
100
325
390
425
425
500 445
j�vI

08/01/02 08:32 FAX [phone]
I.I& {J1 4$&- aJ.-J.IIiii 'Awl.. Ill YnV rll
RAMAN IRRIG — RD02
` iAUG .2 9.2002
Wettable Acres Determinaflon Ceriifleadon
dw
Notate of Pacility: �. �.4s�+.��ltirsei i � � Ftadllty Nmnber� - 1�}l-0
ownor(s) Naraz: how NoL9LQ X -ff 141
Mailing AddKss: l03.35 JMA M.f,14„—. _ ....
By signing this fm= the facility owm attd TWAWcat Speciaba arJmowlcdgc the completion ofthe
Watable A u Deter=lw ion. Alt necessary Wettable A * Detatnt Arlon Fidd D&a S'hecu and
aduktiaas 'avue completed to conduct a Wettable Acre Deterohmdou. The tacMty'r Waste
Utilization Plan leas boo amended as necessity to re$ecs actual wetted =eage. A copy of all
Wvsicd9wi, caicniadous, and atlut Wenabla Acra9 Datez=inatiou doeumeniosI alozz wish the
applisalale WAsta Utiliariion Plan and wettable Am Dnwmi1nation CutMcatkm will be filed with
the local Seth and Water Conaerration District. A copy wHl also be kept on site with the Catf ed
Animal Warm Managesneat Plan Any fr= modiiiccidoas mun be approved by a technical
specialist and filed with the Soil and Water Consavaddon Distr c pry to implamentstiom. ii lay
m� mho Um s]� air► nep �eauic�t m� to.
adeywtcly addt+ess the wane axxopment needs of this facliity, as kdpdou Specialist at
Professional Engine: has certified the design and iestal;ation below.
Owner Namc%.L9
owner Signan :1
Technical Specialist
Technical Specialist
N sstU" by an uripfion SpedMn or Profmdoaai Engi km p1we rwd mad siffa bthm—
An=d waste application cgwpmem has bees ded pled or modi&d to apply waste as necessary to
accomnxklate the. wato management plan and according to MRCS Standards. Animal waste
tp91i4ation eq* rrrm has been ins called woording to NRCS Standards cad 4 rFady for use.
irrigation SpecklisuPE
Lzi&Won Spodatism
Submit this form to:
Attu: Sonya Art
Noe-Dbsrltmrga Compliaem Unit
Division of Water Quality
1617 MQ Servifx Center
Raleigh. NC 27699-1617
WADG — IJ"
i "a UP (}a NA1 of ill xv IRxayl NA614 .01.. A! 'urr

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number i�7 �`a ' nT a S
2. Hose length 170 [feet] and hose inside diameter (ID) [inch]
3. Gun make and model number ScYI S� 1 a Co D-
4. Gun nozzle size -.F51 [inch], ring orifice, taper bore orifice
5. Gun arc angle [degrees]
6. Travel lane spacing I Lo C-� [feet]. Indicate whether uniform or random.
Number of exterior hydrants . Number of interior hydrants
aus�
7. Gun wetted diameter as I [feet]. measured or based on gun chart.
8. Gun pressure C�_ [psi] observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size �0 , [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number C
** 14. Pump capacity 1 l [gPm]
**15. Engine make and model number
or.
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
w and/or +
tg w�ofn or facility representative ignature of technical specialist
Printed name of owner or facility representative Printed name of technical specialist
Date Date_ 3 `-
*** Only the person or people collecting the data should sign the Field Data Worksheet.
I
R

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) _ Field number (identification)
2. Irrigation system designation Existing irrigation system ,G New/expanded irrigation system
3. Number of travel lanes 3 # Interior lanes _Q # Exterior lanes feet] Length of puil(LI)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
S. Spacing I to o Hydrant spacing [feet] 7aa1 b [as a percentage of wetted diameter]
6. Hydrant layout ✓Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or Exterior (lane/hydrant)
.atv (a) Acres start end of pull from Table Column
,- � i .35 (b) Acres middle portion of pull (L1)
C (Pull length-3 l5 [feet] X Wetted width 19 1 [feet))/ 43,560
(c) Acres stop end of pull from Table Column
I .lo4 Total acres for travel lane length (U) (Swn: a + b + c)
Travel Mane length (L-) ✓Interior or Exterior pane/hydrant)
.;IU (a) Acres start end of pull from Table
Column
(b) Acres middle portion of pull (LZ
(Pull length4l0 [feet] X Wetted width
I la (-'� [feet]) / 43,560
_ (c) Acres stop end of pull from Table
Column
\."1 `i Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, ✓interior or Exterior (lane/hydrant)
t- (a) Acres start end of pull from Table
Column
�5_ (b) Acres middle portion of pull (L3)
1�� (Pull length';85 [feet] X Wetted width)_t [feet]) / 43,560
(c) Acres stop end of pull from Table
Column
Total acres for travel lane length (L3) (Saul: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (1,1)
(b) Acres per travel lane length (1,2)
(c) Acres per travel lane length (13)
X # Lanes = Acres
X # Lanes =
X
# Lanes =
Acres
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed b , Date: ti- "�Z
Signature of technical spec�st
rs

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) Field number (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of puil(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(1.3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant sparing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L) ✓Interior or Exterior (lane/hydrant)
new - a(,Q (a) Acres start end of pull from Table _
(b) Acres middle portion of pull (LI)
{Pull lengthy 85 [feet] X Wetted width
. a (c) Acres stop end of pull from Table _
Gi Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L) Interior or 'Exterior (lane/hydrant)
. At (a) Acres start end of pull from Table
anew 3,0 Acres middle
fie_ (b) Portion of pull (L2) t q t
S {Pull length-1 `do [feet] X Wette(Kdth
.1 (c) Acres stop end of pull from Table
3.45 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (1.3) (Sam: a + b + c)
Column
L U b [feet]) / 43,560
Column
Column
1-1 % [feet]) / 43,560
Column
Column
[feet]] / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes A Acres
(b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
Total CAWM ? wettable acres for Held (Sum:: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by. '\ Date-1- 31
Signature of technical sp alist
rs

R CE TABLES
BIG GUN° PER'O
700 R RING NOZZLES
100 SERIES BIG GUNS — 241, TRAJECTORY
NOZZLE NOZZLE
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE ,927 .965
,712
.16B .812 .657 .895
PSI EPlS DIA
6P1! DIA EP1'ti DIA
GPM DIA 6P11 .DIA GPM DIA EPl4 DI
115 240 129 250 15
50 74 220141 270 88 225 100 230 4 175 183 280
60 81 235 96 240 110 245 125 260 152 ?40 177 295 190 300
70 Be 245 104 250 118 260 135 275
BO 94 255
1.11 265 121 275 145 285 173 310 181 315 224 325
90 99 265 117 275 134 285 154 295 IB2 320 212 325 236 335
100 105 270 124 280 142' 295 162 30
ERIES BIG GUNS —
240 TRAJECTORY
150 R RING NOZZLES
jj5o'-
NOZZLE
NOZZLE
77
H�.34E
NOTICE
HOZILE
NOZZLE
NOZZLE
l.18
i.26
1.41
.8b
.97
1.08
DIA
GPM DIA
GPM DIA
GPM
DIA
GPM
DIA
PSI
6P1i DIA
GPM DIA
GPM-
50
100 245
- 130 265
165 2B5
205 300
255 320
0
300
335
355
350
365
60
110 260
143 2BO
182 304
31380
5 330
245 350
355
365
415
380
70
120 270
155 290
300
197
21-0--'320
260 340
315 360
3BO
445
3?5
405
BO
128 280
165
310
223 330
275 350
335 3-70
05
390
475
415
90
I35 290
175
235 340
290 360
355 3 0
425
440
500
100
- 143 300
185 320
200.
SERIES BIG GUNS —
°
27 TRAJECTORY
200 R RING NOZZLES
ZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
1
+ NOZZLE
71.29
'
I.46
1.56
1.66
DIA
1.14
GPM
DIA
EPIi DIA
6P#{
DIA
PSI
GPM
DIA
GPM
DIA
5P11 <DIA.
EP?i
r/
230
325
300
355
350 370
410 390
470
405
535
44 0
695
455
JV
60
250
340
330
370
385
445 425
4
555
440
630
455
755
475
70
270
355
355
385
05
415= 405
480
5!5 440
59a
455
615
4
BO
290
370
380
400
445 420
545 455
85
855
505
90
310
380
405
415
475 435
575 46
625
470
755
500
700
520
100
325
390
425
425
500 445

Carter Nursery
Sprcyfield
Scale: 1"=200'
h
HD�se
Hog
Hog House
Lagoon
Well
w/100' offset
�a
d�

PRODUCER: Dewey Carter; Ada Carter Nurseries 1 & 2
LOCATION: Garland, NC; Sampson County
TELEPHONE: [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 5200
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted by the Environmental Management Commission.
Page 1

5,200 animals X OA2 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X Q," lbs. PAN/animal/year =
Guide Std. 633)
2,184 (tons) waste/year.
2,496 lbs. PAN/year. (PAN from N.C.
Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application Pulls
11132
2
St
Soybeans
/5,-'- 124
9.06
1123.44
June - Sept
11132
2
St
Wheat
105
9.06
951.3
Sept - April
11132
2
St
Corn
13EJ
3.41
470.58
March - June
Total 1 12.471 _2,545.32_ J
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
12.47
2,545
Table 2
0.00
Total
12.47
2,545
Amount of N Produced
2,496
Surplus or Deficit
(49)
NOTE. 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 nutrient or other elements.
Page 3

�o..��h.:'.'�s�
:sY-;S.h„KM:Y'`�.a'..5�'`^.,sr£:�:m,..�m:�.`�g•�;l�s � v� 4 h=� k' }:;. �'��,'�� :k;: t�.v ;.sky.: •r',,y"'`,,04. .;wE``-#,',^..d•
{•�.�.i^�.i.i'WLi�L'wntkw4:=�i�•.. �•. �• ni. n�wia6:.nWvtii�w0f+ iv, .... ': ..�:ifnC{}.... ttii•W��'.�wriwvw�n�i�iZ.iv�nnar:�.nnvik�i'i�.�n'Etiuw.��u`tiiv�v`.�` ���lti
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
2 St Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation "see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
!Narrative of operation: The acres shown in this plan are "wetted" acres.
Soybean rate is based on yeild minus'7 bushels for doublecrop soybeans.
Residual nitrogen has been accounted for in the 'wheat rate.
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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.
8 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of 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 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 soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

Name of Farm: Ada Carter Nursery 1 &2
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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner: Ac}a-6arler \� w �ac g r"T
(Please print)
v
Signat 9�--�!
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy - Brown, LLC
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signatur • Date: 3\- OZ.
Page 8

RE M ENED
AUG 14 2000
,-IREVILLE
REG. OFFICE
October 10, 1995
F AM 1 L Y F A R M S
Mr. Sam Warren
District Conservationist
USDA - NaturaI Resources Conservation Service
122 AS -Services Center
Elizabethtown, NC 28337
RE: Ada Carter Nursery # 1 - 2600 Nursery
RECEIVED
WATER OUAL11Y SECTION
OUN 2 2 2000
NmDisdorge Permitting
9
Dear Mr. Warren:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
- Location Map
- ASCS Tract Map
- Soils Investigation Report
- ASCS Form AD 1026 Wetlands Determination (**if app**)
- Lagoon Design Spreadsheet
-- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this farm will be developed
for the grower by your office.
Please contact me at (910) 289-2I 11, ext. 4629 if you have any questions concerning
this package.
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Sincerely,
M. Kevin Weston
Engineering Technician
MKW.tbh
Enclosures
cc: File
Dewey Carter, (complete package)
Tony Robinson, Murphy Family Farms Construction Dept. (site plan only)
Dave Roland, Murphy Family Farms Transportation Dept. (site plan
only)

i
0,,, Singletary Lake State Park
Primarily used for organized group
[53,
mping, Singletary Lake State Park
s one unit for 88 campers. It has a
ss hall and kitchen, camper's cabins
d wash houses. 'twelve miles south-
east of Elizabethtown on State Highway
the 1,221 acre lake has swimming,
CYPRESS CREEK Y hing, boating and hiking for group
mpers.
n
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r'Tff A F✓ •

LAGOON SITE SOILS INVESTIGATION
PROJECT:
LAxrr- COUNTY: r54,q
FIELD INVESTIGATION BY: 'etj DATE:
SITE SKETCH
15V
Z,
WT-
BORING NUMBER AND PROFILE-
2X-
� 7,
to
j4,,,-z e 7
71 f,
at
;""r
7
7
BORING SAMPLING METHOD: SIGNATURE:
I

J RN 19 ' 95 1 7: 1 5 FRO19 I ST C I-T I'2ENS CLINTON
• �VLI W4YV fJ
i.$.O.A •SCS-CPA4r26 1. Name a_n_d A r ¢-01 Person
;oil Convprvat)on Servic� tine 9t)
A DEWEY A CARTER
HIGHLY ERODIBLE LAND AND WETLAND RR 2 BOX 94
CONSERVATION DETERMINATION GARLAND NC 28441
2. Date at rrayu. M ^ �`
4/25/94 `
3. ' County
Bladen
Name of USDA Agency or Person Requesting Determination 5. Farm No. and Tract No.
ASCS 1 7622 11132
SECTION I - MCHLY ERODIBLE I -AND
i::ofl Survey now available for making a erodible Land determination? Ye.400 No ❑
FIELD NO.(a)
TOTAL ACRES
lire thC0.1 hitjhty e(UNdibie sa map unh on this farm? Yes ❑ Na
a = ,,
4-- :s -
L-st highly erodible Gelds tftat, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981.79e5-
List highly erosible fields that have bean or will Ix: converted far tha production of agricultural commodities and.
according to ASCS records, were not 45ed for "s purpose in any crop year during 19at-1985: and were not
enrotled in a USDA set -aside or diversion program.
�. Thi5 Highly Erodib4e Land delerminalron was compleled in the: OfiK6 Field ❑
�My1w ltlnWAft►_111111
FIELD NUB)
TOTAL ACRES
i. Are there hydric_so. its on t.i!s farm? Ywsti❑ No G-
2. ircrudi d abarrdor:ed wglland'a. _r Fanno'J Well arids (RV) or Farmed Wes!ands Pa;:ure (FYrP).
—
YJa,iands may be farmed und4r ria,u:a! conditio+:s. Farmed We:lanss and Farmed Wetlands Fa5.tury m2y tie
!:rr-od n td maintained in the Sane nannsr as lhey were prior to Deoembvr 23. '.985, as !ung as ,hey are not
( f.�
C
aband9ned.
3. prior Converted Cropland (PC). Wetfarid: that were converled prior to December 23. 1985. The use. management
.-singe. and alteration of prior Convened cropland (Pr-) are not subject to the wetland conservation provisions uriless
:+re area revert. to wetland a5 3 result ul aba idonmeni.
I
A. Arti`.irial Wetlands (AW). Arificial wetlands indvdes iri,ration-iniviced wet;ands. these wetlands are not subject
t
to 11xw. wetland mmsrrvsnion provi ins.
S. bfinimaf Effect WetL3nds (MM- Ttteve wettands are to bo farmed according to the minim J-effect agreement signed
at the time the minimal effect determination was made-
5. W;gation Wetlands (fdlW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 22. 1985 and Novembe r 28. 1 M.
I. Reatoration with Violation (RVW-year). A restored wetland that was in violation as a resuh of conversion after
November 28, 1390. or the planting of an agricultural pommolity or forage crop.
3. f3eraoratmn widmut ►irrolation (RSM. A restored wetL3nd converted between December 23,1985 and
Ncvomber 28. 1990, on which an agricultural commodty has not been planted.
9. "ReplaOemer4 Wellar►ds Wft Wetlands which are Convened for purposes other than to increase production.
where the Wetland valiles are being replaced at a second site.
2. Good Faiths Wetlands (GFW+year). Wetlands on wSch ASCS has detemlined a violation to be in good faith and the
wedantd has been restored.
1. Converted Wettsnd6 (CW). Weffands converted after December 23.1985 and prior to November 28. 1990. In any
year that an agtituttmt oommodity is planted on these Converted Wetlands. you will be Ineligible for USDA benefits.
L Converted Wedand (CWeyear). Weilandsconverted after November 28. 1994. You will be inefiq bte for USDA
program benefits until this wetland IS restored.
3. Converted Wettand Non -Agricultural use (CWNA). 'Wetfarx3s that are converted for trees, frh production, stxubs.
cranberries. vineyards or buMfV arse road ceNw idion.
I. Converted Wetland Ted'trtical Erna (CWTE). Wetlands that were eonverled as a resod of incorrect determination
by SCS.
I. The planned &fterati0rt measom on wetlands in fields are considered maintenance and are in compliance
with FSA.
S. Tito planned ahoralion maasuras an wetands in fields are not considered to be maintenance and if
installedynntt cause the artea to beeoeTv s Converted Wettand (CW). See item 22 for information on CW+year.
�. The wedand determination was coq>setcd in the office M fiekWI and was defivemd[3 malted❑ to the person on S L^ 7
I errr* thdr the alma dererne&wtioa is rnrrrrt and adfgvvtcfa rue in drtrrnriniat
r.iltihllay for USDA pre Trash burs. and that hyrfand ki*c osy- irdrir sultl. Ord
40epltv0 VeV14don raider howl errrinttsrattnrs odsr on all areas atrtlfnedas
of SCS DistriclConservationist 131. Date
S 2- 9
valitkewe er:dpnaprmrm of Me blest
eerMuNrr regard to meet coror, my. +pr+. or
Ases Cupy

L s r 1
r �
3 F 1 1
Zl� fit^��,,y *! }� ti •.ti+ { �ys ��•{"si: ' fi } •.�. i P �
F `i }n `�� ;�� r i� •t` r,�4M a yy..v k dx J ! a + r
�l�,f' rR, 4i} : �. �X ��, � ��^ ,��x3, } �r,,/� iri�s.�yy:ir.•!'y':•a e"';�;".ri i(' J• � i r
,+ � 5��� y. s�s�• •'�.� "� r' i'�'r �T Vh:�f� � �''{ �`ff`r �•�-r i� rl f r
Nil
��f.� � } y�' �2: ,y's �� ✓may. ����1 KI F f ,:
.4 `1 • :\ `i Y.'fi1'w;s. X1'y46
�ysX, ry•r''��4 'f •'� 9 t. �' r�i:
�4`��r'�.i' ���`"+S�S':��,!_•^ �!'.��1'i�r✓! IY,�J���.-�>.r 'irk:?, R _�.�r �r•�

MURPHY FAMILY FARMS
k•=
WASTE MANAGEMENT FACII= SITE EVALUATION
Name
Telephone
Location Data
Distance from nearest residence not owned by producer:
Is site within 100 year flood plain?
Is site at least 100 feet from a 'Blue Line" perennial stream?
If no, site must be relocated.
Is site within l mile zoning jurisdiction of a municipality9
If yes, site Faust be relocated.
Are there utilities in the construction area?
Wetlands
Size Operation z / o 6
Will site involve clearing woodlands or any non -cropland?
If wetlands are involved, it is the responsii y ity of the producer
to obtain all necessary permits before arty clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the plumed area?
Are cultural resources present?
Yes No
i
./

Waste Management T. Ycs No
Y•
Does producer own enough land to property land apply waste?
If no, doos producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site?
Is a core trench required?
V
Questionable
Test holes will be dug initially in the general area of proposed lagoon. 1f during design, the
position of the Iggoon. is changed to an area where no test holes were previously dug;, additional
test holes WILL be required.
Comments Sd•^r Cl,:r Ors 51`C i J�'lQ3� y/KG /�ffG (tip%E `rC"
fo�rr�./dfxE LSE . �7gL �/J ,So7L ,.rid r GavSC lire 6�-c,•� .., La�+s rX4 c T�e.J
This site investigation is valid as long as the design and construction of lagoon continues -
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator_
OAFF Engineering)
Signatures
(Produc. r)
Date i j- 1f
Date

Required mi0mum treatrnent volume-
78" cu. ft.
Volume of stop pumping elevation:
83010 cu. ft.
Startpumping
Volume at start pumping elevation:
118814 cu. ft
Actual volume less 25yr--24hr rain:
123247 cu- ft
NOTE: Verify that temp- storage is adequate:
Req_ volume to be pumped:= = == >
33617 cu. ft.
Actual volume to be pumped:==>
358M cu. ft.
Operator.- — —------- __—======AQACARTER#1
county: = = -- —-----__--- _ _ _ — = =BLADEN
Date:= = _ — .__—__—__—_---_-- — —_ _-- -
09/29/95
Disk to nearest residence (other than owner):
1500 ft.
sows (farrow to finish)-==-
sows (farrow to feeder):eder):=—= ——_-----_---
head (finishing only):=====
sows (farrow to wean):===—_ _-----___--__�
head (wean to feeder):— _ _ _ _________ _ __ _ _ =
2600 -�
Ave. live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu- ft):= r
Treatment Volume (min.1 cu. ftAb.)======= _•
1.0
25Yew — 24 Hour Rainfall (in.)========= ===>
7.5
Rainfall in excess of evaporation (tn.)= == = = -
7.0
Drainage area of buildings & lots (sq. ft_)= =-
Volume of wash water (gallons/day) _ _ _ _ _ _ = _ _ _ =•
Temporary -storage period (days) _ _ __ _ _ _ _ _ _ _ _ _>
ISO
Ireebonard
Side slopes (inside lagoon):=== ==_=____= =___•
3.0 : 1
Insidetop length (ft.): ____________________
185.0 -�
Inside top width (ft..):======= = ____----_====—r
135.0 ✓
Top of dike elevation (##.):____----____==_=:1
104.5 ✓
Bottom of lagoon elevation (ft):===____=___>
94.8 ✓
Seasonal high water table(SWVO elev. ft):= r
96.7
Toil required volume:===== ____--_ - 127226 cu_ ft_ **TOTAL VOL O.K.**
Actual design volume: == = == = _ _ -- _ _ _ ..13 6 cu_ ft_ '� 109.14%
Stop pumping el.(> or = to 96.7 fLSH1M 1 100.8
(> or = to 100.8 ft.Min)
**TRMT. VOL O.K.**
106.42%
102.6
**STOMA STOR O.K.**
103.73%
✓**TEMP. VOL O.K.**
106-51 %

1perator:ADA CARTER #1 County: BLADEN Date: 09/29/95
)istance to nearest residence (other than owner): 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
head (finishing only)
0 sows (farrow to wean)
2600 head (wean to feeder)
Describe other :
x 1417
lbs. =
0
lbs
x 522
lbs. -
0
lbs
x 135
lbs. —
0
lbs
x 433
lbs. —
0
lbs
x 30
lbs. —
78000
lbs
0
Total Average Live Weight = 78000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x "Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
i. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
E. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside t o p width ( feet) ------------ -----------
Top of dike elevation (feet) -----------------
BOttDM of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ---------------------
Total design volume using prismoidai formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 179.0
AREA OF TOP
LENGTH * WIDTH =
179.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
126.8 76.8
185.0
135. 0
104.5
94.8
1.0
3. 0 . 1
WIDTH DEPTH
129.0 8.7
23091 (AREA OF TOP)
9738 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
152.9 102.9 62934 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23091.0 62933.6 9738.2 1.4
Total Designed Volume Available = 138856 CU. FT.

L TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
185. 0 - 135.0 24975.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24975.0 square feet
Design temporary storage period to be 180 days.
;A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 cubic feet
'PB. 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
per CF
Volume = 0.0 cubic feet
;C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14568.8 cubic feet

3D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15609.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
14569
cubic
feet
5D.
15609
cubic
feet
TOTAL 49226 cubic feet
_ %. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour 7.5 inches
1.0 feet
Side slopes_________________________=_______) 3.0 : 1
Inside top length===========================> 185.0 feet
Inside top width-====____-_-_--_-___________) 135.0 feet
Top of dike elevation=======================> 0 75 fee Y'
Bottom of lagoon elevation=______ ------ _____)ee
Total required volume=======================) 127226 cu, ft. *
Actual design volume==_______________=__==__> 138856 cu. ft. *
Seasonal high watertable elevation (SHWT)===) ��86
Stop pumping elev. __________________________} �'7
Must be ) or = to the SHWT e l ev.==========> 96.7 feet
Must be > or = to min. req. treatment el.=> 100.8 feet
Required minimum treatment volume==== ======) 78000 cu. ft.
Volume at stop pumping elevation===== ======} 83010 cu. ft.
Start pumping elev.-_--_--______-_----__ ____> 102.6 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 123247 cu. ft.
Volume at start pumping elevation===========) 118814 cu. ft.
Required volume to be pumped================> 33617 cu. ft.
Actual volume planned to be pumped==========) 35804 cu. ft.
Min. thickness of soil liner when required==} I. Me e t
'. DESIGNED BY: APPROVED BY:
DATE DATE: 7�71
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for Waste treatment (permanent storage) and
130 days of temporary storage. The time required for the planned
fluid level (permanent and temporary stowage) to be reached may vary
di.1E: to site r_`ondi.t].Cins, weather, flushing LlpF.'_-r`at:1.Cn5, c'Li-d the s:EfriC}unt
of fvenh nvle7 added to F t h = system.
The designed temFi ..1 , 1 "r' y storage consists of 180 days storage for:
.
,�i 4v-:._.i.{_ r,.51;} .animals and2) excess -. ...:L1.I _:i.l afterafterr_evaporation.:.
7.{=�'i;.. Also
.i. , . . a. li'-' -- , in otaq _. g _. Top the 21 j >. •s , 24 � _: w'i' »... _.''r' hi fop _ I i o location,
_.a"r ly C'Ui':_, _ant ' i"!",•wugl-lovt tho jeap -i":._. HUM yu"V tu year, but excel_,
VC!"Me Mani .!ways is SV011�51U.'
Aw _l x i r!' _i. l ip _. _. _. . _ . _ i =_i .. .. _. j e t _ . .. , .._ ,.. in «: n w h wavign , i
Land application of waste water is 'recognized as ao aneeptable.
method of disposal. ieothod'_i ». applipttina include solid :ar»isy
cei']t*'"r p3.'JCity guns, :ti',d t"rcc".'E?a_1.iiLj y-.lr J.r"rwg41t.u"i;,. C.-,: u .:;i:f:il:id be
taken when applyin@ waste to pTe`'eY"t damage to crops.
The fallowing items are to be La"r"ried out:
1. It is strongly recommended that the treatment lagoon be pve
charged to 112 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solid: shc:.l.ld be
covered with effluent at all timeas. When ;recharging is complete,
flash buildings with -recycled lagoon liquid. Fresh water should not
be used fQr flushing after initial filling.
R. The attached waste utilization plan shall be followed. Thisi
plan 'recoriimends sampl ing and Le=.ting of waste (see at"i_.rt::`ht:ie":'t
before land application.
3. Begin temporary storage pump -out of the lagoon when f:s.atid level
reaches the elevation 101, 1; as marked by pl:.'-;'flis.Yit¢?nt marker. Stop pump-
-out when the 'fluid level reaches elevation 99.8 . Thin •_efi Vurar'
storage, less s Chi yp. 26 h': i _Tm, contains 336cubic '- �a : t.t E_ :L feet
u r
251454 gallons.

SHEET 2 OF 2
4. The recommended maximum arl;c.;unt to apply pee. Trigation 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 vegetation can the embankment and areas adjacent to the
laJi:ioo II]owed 0000ally. Vegetation should be feitiliz d as needed
to mai istai'I1 a vi,oroils wtv'i1{:i w
E. Repair ao/ .7tied ei% _ .._. o , _seas damaged by rodents and
entas l i _:-I4 i! . .. dle uaM _..,_
7. All ..,4i1 az_ 7unoff in „_. bw dive7ted fvLo '<<hci 1aUoS3"s_ lu _> •:c_.._
S.
Keepa ;1:...'i:.
....,I
=.'f 2 r;=:et o
LIoa ='
_
asl:.•gu _....,._!i I.._.'i fee
:;e'-{;��1nr„I
. v Ci S .: ?_: ..
_ .r .. ., .. -.. -.. a ,_
... ,
0 l: j s t .. .. ..
.. P ...
, ._ . ...s ....1.
... _ ._ _. f.. •:.—
:.... + l:. .. i a. ..
not
be
applied
open
D.. not
Wi
2r«'f.
f=_.... of _1
...1.
.._. _..9es.
pump
_ni"
.
.. .....
..
.. r. .,
. ... -
and
i.IC......iu__.M.. int. W040y. _. _ . .._5 .~I. .. TPP Zap.. Y. _
1. ,_ . . S I ! • .._I J >_: M . _ i . I _ .. _ • .: .. PC .. . I . - Y .. 7 2 1 f . CVOS 01 . - l a.... .

SPEC-IFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION
-----------------------
The 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, exCJLvZ-itC_d materials can be used as fill. The fill.
shall be brought up i.s-r cEl[)Prc;xi.mately horizontal layers not to exceed 9
inches in thi.ck.ness when lcaose and prior to compaction. Each layer
will be compacted by complete coverage with the har.tling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will. be considered adequate when fill mate•ri_Ll is observed
to consolidate to the point that settlement is -,iot -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 i-mpe•rvious materials from the required
excavations. Construction of fill heights shall include S 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
front the constructed height to the downstream toe of the dike.
Precautions shall be taken dU'ring construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 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.

Soil liner material shall come from an approved borrow area. The
Ml-nimunt water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it. will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
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 -nd proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D696 Dry Unit
Weight of the liner mate'ri.al.. When smooth or hard, the previous lift
shall be scarified and fiioistened 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 cos1strUCti.01-i processing of the compacted liner.
The sequence of equipment use and 'tile Touting of equipment in an estab•-
lished pattern helps assure uniformity in they whole placement and
compaction process. For nsost clay soils, ,a tamping ar sheepsfoot
roller is the preferable, type: of compaction equipment.
The soil liner shall be protracted -from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipa,tor{roct.$)
or using flexible outlets on waste pipes.
Alternatives to soil l.i.ner_, are s-nthet is lineyrK- and bentonite sealant.
When these are specified, additional construction specifications are
included with this Constructions Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be C nstruct-ed 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 shos.sld 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 CM.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MiXT'URE iNDIC;ATED AS F0LL90.,S:
120.0 L pS. FEUCUE GW.S'.S AT 50 LBS_;ACRE
OFF € 1. f�lll l Fri: CFTEI'' 8ER i TD :'4t_:VE:',u 3EJR3c-'
EFEBRUARr " ` O TVIAR ;H 30
�`a�f,l1 ;__B G. RY" �ii-G ,iC� GT';s" �_ E G,{ �—�F �{ Lori 'r F )R, tiJ4
n ^ t +-7 r• r^r �n ^ r. r., _ -, p .� � !'-r, r.n .T , r. e r
l,:.L.i t...f.iv• �!._�l�--i.'_•1`u:,". Lf-`�I-1!I': i1C`'�.+�i� �J,� L7i:-�.�.;1J.4�.-ice
rtcc TE N 0.w�
i.,;i i. I ., • , -;_) i i i i,,1�
n, -. ^ r- • + , , r 7. r, r.. . . � t. • r Y' r�,n - � , T� r, 1". � .� r. � - r.. -- r. + t� r. . r. r: r-'r
1 TO Al 1t.y :10;
n r +fit ,1 +i rr-y ^, r'1` • err .., r t• F r TZ(• r• +.
c0.0 L _ UNI ULLE� - �.vi,'I: �tllu BEFaL�lUD�. Gf :�.,�S AT 10 L� :: t, is
SEEDtt'tiC-' DATES: jANUARY 1 TO LIfiR01 30
80.0 LBS-RYE GRASS AT 40 LBS.;r-,CRE (TEMPORARY VEtl]ET AT ION)
S EEDfI`�G DATES,.- 0ECE;v'fBER I TO fAT,RCH 00
APPLY THE FOLLQW1NG:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 L8S_IACRE)
4.0 TONS OF DOLO%41_ IC UME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRnVv (100 BALESI+ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DiSTURBEDAREA IMMEDIATELY AFTER EARTH MOVING IS COPAPL ETED.
APPLY LIME AND FEF€ UZER THEN DISK TO PREPARE A S TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPME1t1T. APPLY MULCH AND SECURE WITH r, PlIULCH
ANCHORING TOOL OR NETTING_
1. PENSACOLA BAHIP.GRASS IS SLOV'1ER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBSJACRE OF COMMON BERMUDA BE INC:LUDEDTO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

ROY COOPER
Govemw
WCHAEL S. REGAN
Sm7oary
LINDA CULPEPPER
mrerim Dlrertor
Chad Hazelwood
Hazelwood Family Farms
11474 Old Mintz Hwy
Garland, NC 28441
Dear Chad Hazelwood
NORTH CAROLINA
Ehyhvnmentcl Quality
September 7, 2018
Fit��rl��
DEQIDVVR
SEP 11 Z018
FAYEREVILLE RRE"AL t E
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090146
Hazelwood Family Farms
Animal Waste Management System
Bladen County
The Division of Water Resources (Division) received your sludge survey information on August
16, 2018. With the survey results, you requested an extension of the sludge survey requirement
for Lagoon #1 at Hazelwood Family Farms facility. Due to the amounts of treatment volume
available, the Division agrees that a sludge survey is not needed until December 31, 2020 for
lagoon #1 only.
The next sludge survey for Lagoon #1 at Hazelwood Family Farms should be performed before
December 31, 2020. Please retain this letter and keep it with your farm records for reference.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
CC'. Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090146
c �: �� � E r-551
Q.
North Carolina Department of Environmental Quality I Division of Water Resources IAFOGW Section
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699-1636
919,707.9129