090122_CORRESPONDENCE_20171231

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State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
VS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Ge'ral Permit - Liquid Animal Waste Operations `
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been completed by the Division, please
complete as best as possible. DoFqr Lm
rmrmstion unanswered.
Application Date: I ZZ 97 DEC 0 5
199
7
1. REQUIRED ITEMS CHECKLIST FAYETTEVIU-E
mtby Please indicate that you have included the following required iteg t�nitials in the space provided next to each
item.
Anolicants Initials
1. One completed and signed original and one copy of the application for General Permit -Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: Albert Shaw--Wildwood Farm
2. Print Land Owner's name: AlbertShaw
3. Land Owner's Mailing address: 2262 Burney ford Road,
City: Clarkton NC Zip:
Telephone Number: 910/645-4336
4. County where farm is located: Bladen _
5. Farm Location (Directions from nearest major highway. Please include 5R numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): From E-town. take Mercer Road to Elkton Road. turn _leit-
cross Lisbon Road and farm qn right approx. l smile,
y:-
6. Print Farm M name (if different from Land Owner):
7. Lessee's / ntegrator's name (if applicable; please circle\00ch type is listed): Brown's of Carolina. Inc.
09 - 122 l ��
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No_: 09- 2j
2. Operation Description: Swine upgEgfign
Feeder to Finish
4800 - Certified esign Capacity
Is the above information correct? yes; 0 no. If no, correct below using the design capacity of the facility
Tvce of Swine No. of Anima Tvce of PoultrX No. of Animals hype of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: o. of Animals:,
3. Acreage cleared and available for application: _';!Required Acreage (as listed in the CAWMP): 7 SJ
4. Number of Lagoons: 1 ; Total Capacity: �qqy% Cubic Feet (f.0)
Number of Storage Ponds: 19 ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or O (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or O (please circle one)
IV. APPLICANT'S CERTIFICATION:
I, _ lTGJ�z?r (Land Owner's name listed in question 11.2), attest that
this application for 11t)66W-r 6119r9d ` W/L_b LJd D m (Farm name listed in question H.1)
has been reviewed m d is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are n co eted and that if all re it upporting information and attachments are not included, this application package
will be return to as incompl
Signature Date Z
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question H.6), attest that this
application for - (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

F? aase• =sty= the cIetea fog to the D'_r`_a? cm � � � g'�`L -
�4 ac'�-=was c the =*vft=Ma side �Of tL;A fc=. _
Na=e of fa x; Glease priYt)
Acd= ess .t�f r3ox 34/ -6
433�64
loca.tic=: Latitude and LoagitLde:�°�'�'/z5�i'' (reqLt ed) Also,
please at"c h a copy of a caur_ty road rap With lacation ide :tified. -
Tjre of cpecat_oc (swine. layer, Cori_-y, et= ) : �<%�-✓�_ _
Desiy capacity (ru:.`.e= of
Average size of ope=aticr_ (12 -.o .Ch pcpL:latior. avg.) �r
A.e,age acreage ree=e - for land application of waste (ac-,es)-
ssaa�3naaaaaaasaaaa�aa��aasaaraaasa:3asassas:asssa:aa=3aa asaaaaaaaasa3aaassss� -'
OC"" WI SpaCj Al It Cn�_if'_C1=s C=As a technical specialist designated by the North Casolirs. Soil ad Watez
Corse= ration Co= fission pur­sua=t to ISA MAC 67 .0005, I certify that the new ar
expa__de-= a l=al waste =a=ageae_^_t systems as installed for the fay named above
has an a:.i=al worst= merage=ent plats that meets the design. cc:structiom,
ope,atiar_ and ram;nte_*a-mce standa--Zs a:_d specifications of the Division of
Eavi_o=ental Mara— ame_^_t a_zd the USDA -Soil Corse= •ration Seivice a d/o= the North
Ca=oli& Sail 'zLnd We -ter Conservation W==_, ssicn pu=slant to iSA NCAC 2H.0217 and
15A NOW 6_` .0001-.0005 . The following el—e^ts azrid treir car=esp.or_a_irg mar.: -.*-°cam
criteria-csaua`bae �veri€led by me or other designated tecHnical specialists and
a;e imclud er it the plaid as applicable: Mja0 9ra sera=atiors (buffers) liners or
esuivalent to= lagco,.s or waste storage Ponds; waste storage capacity; Weqt:ate
quantity a.^_C m=cuZt of l=':C taw waste L'tilizamion (Or use of third party) access
OC OWne=Ship Of prOOew waste appliCaVCa a Uip=Wlt; SCheaUle for tizi nyg of
acplicaciams; ayplication rues; loading rates; a=_d the cant=Ol of the dischaz-ge
of pollutants from sco-;-..rater ruaoff everts less severe than the 25-yea=, 24-hou*
.a cf TaCa=LCXLI Specialist (?lease-:.-t1
Atfiliaticr �r-�.[/�/_,' Qf (� cCrici
C�
YAJ
//[&M
Add=ess (A _ _ D ex
/e
Phone No-
WA-0 3. C-CC'
Data: cc ! - g5
=W=71a t.'.a ae� as sa a iiia3i{i II.w3 3'�b-sii�3-�YZaaa3aa7'i 7339iS�^3�� ai3O=
_ (-e) understand the operation and mai Lter.a-:ce procedures established in the
approved animal waste 2at^.agp':e-^_t pla:_ for the fz_-m named above a^_d will imple_rmemt
these prccedu=es. I (we) )=oaf that a;.y additional expansion to the existing
design capacity of the waste treatment a= a storage system or construction of new
facilities will require a new certification to be s0mitted to the Division of
2K7.ri=a e_^_tal before the new ani=als are stocked. I (we) also
unde,sta=_d that there must be r_o disc^a-ye of a_^_:--zal waste frc= this system to
surface Waters aC the state either through a =an-=aae canveyance O; th--at gh
_.off f=ca a star= event less severe th a_^_ the 25-yea, 24-hoasr store:. The
approved plan will filed at the fa+= and at the office of the IeC� Soil and
Water Corse= fati z5 —ic=. _
.'Tare Of T_�rd ? e t
Na=n cf Y_L=x ar, = d__f ="eft frc3 c:r,.e; (?lease pri=t)
Sigmt-=s Date:
Wit_ A c ha^_g e { : lac Cw. _ens; _p rez�; zes notif --cztio-m C= a new
(_f the arp_avr4 pla^. is c:_angad) to be sZ== ttr? to twe
with^ = 60 days of a title t ams!a2 -.
D^i USS aLv�Y:AGM-W4
certificatiom
D VIsion of
40

4i 00
of
16 N
Operator:Wildwood Farms County: Bladen Date:
Distance to nearest residence (other than owner): >1500
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs. _
0
sows
(farrow to
feeder)
x 522
lbs. _
4800
head
(finishing
only)
x 135
lbs. _
0
sows
(farrow to
wean)
x 433
lbs.
0
head
(wean to feeder)
x 30
lbs. -
Describe other
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
03/17/95
feet
0
lbs
0
lbs
648000
lbs
0
lbs
0
lbs
0
648000 lbs
Volume = 648000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 648000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
1
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 390.0
Inside top width (feet) ----------------- ----- 267.0
Top of dike elevation (feet)----------------- 54.1
Bottom of lagoon elevation (feet)------------ 41.1
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 .3.0 384.0 261.0 12.0
AREA OF TOP
LENGTH * WIDTH
384.0 261.0
AREA OF BOTTOM
LENGTH * WIDTH =
312.0 189.0
100224 (AREA OF TOP)
58968 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
348.0 225.0 313200 (AREA OF MIDSECTION * 4)
CU. FT. (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
100224.0 313200.0 58968.0
DEPTH/6
2.0

Total Designed Volume Available = 944784 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
390.0 267.0 104130.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 104130.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 648000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1183680 gals. or 158246.0 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
50. 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 four
Volume = 60742.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 65081.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
158246
cubic
feet
5B.
0
cubic
feet
5C.
60743
cubic
feet
5D.
65081
cubic
feet
TOTAL 284070 cubic feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall==================>
Freeboard==============================.-====>
Side
Inside top length===========================>
Inside top width============================>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation============>
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
390.0 feet
267.0 feet
54.1 feet
41.1 feet
932070 cu. ft.
944784 cu. ft.
50.0 feet
50.0 feet
50.0 feet
47.1 feet
648000 cu. ft.
652327 cu. ft.

Start pumping 52.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 879703 cu. ft.
Volume at start pumping elevation==== = ====> 875571 cu. ft.
Required volume to be pumped================> 218988 cu. ft.
Actual volume planned to be pumped==========> 223244 cu. ft.
Min. thicknes of soil liner when required==> 1.9 feet
7. DESIGNED BY: t�'/�L'�-� APPROVED BY: a••r+ r++++py��
• 1{ ARQ •.
DATE: — J DATE: .�,��SS1Q y'9 ��•.
_ " ,00,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: '/�1��-• •1��� "'JNE ��
A X-�
4-//o19 s

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid 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 location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenienceas site conditions permit, such as
_
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be -followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump --out of the lagoon when fluid level
reaches the elevation 52.4 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 218988 cubic feet or
1638034 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

BROWN'S
OF CAROLINA
WII,DWOOD FARMS, INC. -GROWER N266
ALBERT SHAW
(p� (800) FINISHING HOUSES
STATE ROAD #1710 - BLADEN COUNTY
DIRECTIONS: COMING INTO ELIZABETHTOWN ON 701 SOUTH, TARE
LEFT ONTO STATE ROUTE #1700 (MERCER MILL ROAD) JUST BEFORE
MCDONALDS. AFTER APPROXIMATELY 5 MILES, TAKE LEFT ONTO STATE ROUTE
#1710 (ELKTON ROAD). FARM WILL BE APPROXIMATELY 5 MILES ON LEFT,
JUST AFTER SECOND STOP SIGN.
MAILING ADDRESS:
ALBERT SHAW
CLARKTON, NC 28433
WORK: [phone]
HOME: [phone]
SHIPPING ADDRESS:
f/('d ALBERT SHAW
STATE ROUTE # 1710
CLARKTON, NC 28433
BROWN S CF CAROLINA. INC
303 EAST COLLEGE STREET • P 0 BOX 487 • INARSAW. N C 28398-0487 • OFFICE. (9101293-2181 • FAX. [phone]

Cam `
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34' 30l_ 7 232ocloD;i Ear
78 37' 30" 19 ELICTON 15 Mi. 121 35 722
tp Produced by the United States Geological Survey
in cooperation with North Carolina Department Of *
Natural Resources and Community Development'"" cs �-
Control by USGS, NOSJNOAA. and North Can Ahm Geodetic Survey
Topography by P methoih from aerial tDOO
taken 19M41. FZ the 982.. Map edited 198 �.
Proje'diaan and 10,00",* WW tNorth Carolina coor'dl-ate 124 PALS
. (Lambert coak rm✓Ooidc)icks AULS
1000-meter Chdversai Traosuem Mbar grid. zone 17
1927 North American Dab=
To plsoe on the pre I-- Noah Amerlmn Damn 1983.
move the pr*c& a Gnus 13 metes south aM urM 6Rm AND IN7 IMALS 1C NORTH
24 metes west m shown by dashed corner ticks DECU74AT M AT CEPnEft OF SHEET
There may be pavane in web np the balmdsar m of
the National or State raemvatiaa shown on this map
C%vW tW hoScafts area to arhidl only hmdmek buldings are dmmn
Short dadad blue Gass Lndlarats eMptieal bay oulflnes
vb" on aeaid phaob raphs
Fbne red dadned Gass bndicate seeded ierlce wad Bed Gael Where
gwmraDv vhibia on aetal photogralph& This bdormatkm is undreclned

/A)( ldGdoai arit,1,S, .tic
l
Q�v
0
C�'6;
EXC = A? d D C
FILL = PAD
DIKE 5-110 CY
+ 10%
A -,/ .0
TOTAL: ¢ �z Cy
-
.COMPUTATIONS BY:
TYPICAL X-SECTION
SEE NOTE .3
SEE NOTE 2
5-2 ¢
4z/
NOTES;
1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE /'-? '
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE Fn+11P MOVES OUT (WORK TO BE
COORDINATED W/ BLDG TRACTORS).
TBM ELEV. 50.00S'
NAIL IN:—�G ates
--&u----------
w
.j
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES

LAGOON-MARK�R
FREEBOARD + 25YR/24HR STORM
MAXIMUM
MINIMUM I Z-V!--i
L_! C- L
CPERMANENT

SHEET 1 OF 2
SPECIFICATIONS 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, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall -be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a 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 effidient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a 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. A
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SCS-ENG-S1:
As.. S-M
Jr A"m.CuV.uliL
3Qn4 C0r43ERv^T10n SERviCE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND tTE
FARMER'S N aiE ✓ rJ Dom_ i 1,I r': ;��
DATE -/2-9¢ COUNrYS. C. S. PHOTO SIiE"r No. WORK UN=
WATERSKM AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES I POND CUSS I WORK UNIT CONSERVATIONIST
SK.=li OF PROPOSED'POND SHOWLNG WHERE BORINGS WERE MADE (Apprvz scale 1" s feet)
Locate r.fdp.p ee point " center dine oI dam and (dmdfy an sketc&
I
■
PROFILEBORING NUMBER AND
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SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY I TO MARCH 30
126.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2, TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agriculture NC-EKG-34
Soil Conservation Service September 1980
File Code: 210
�s2S
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner �b�ft l,aaJ - Couznty SJ014-1"
Community or Group. No_
Conservati ca *Plan No.
Estimated Depth of Water to Top of Dam Ft.' Length of Flood Pool #00 Ft.
Date of Field Hazard Investigation /0-(�-2±
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure_
_ t.. ev. t. hievation
Kind of : Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. t. V Ft. Ft.
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam tpb, c) (see NEVI -Part 520.21)
Dam Classification (I, II, III,(9, V)
B;
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets -as needed.
Date��-
Date

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet -periods. _
Overflow from the.lagoon for any reason except a 25-year, 24-hour storm is a violation of
state Iaw and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common berm udagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should -be fertilized with 900 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave fiction causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
_construction of waste lagoons.. You may need to provide a temporary fix if there is a threat -
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a Iarge amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping -
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, '
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new Iagoon design treatment volume at least'half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. ' This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Management:
Practice water conservation --minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid. level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter. -
The lagoon liquid level should never be closer than I foot to the lowest
point of the dam or embankment.
., Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon'by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient -and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in .
lagoon design before placing any pipes in dams,)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity-= protect from inlet pipe scouring, damage during_ sludge
removal, or rupture -from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application- rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist -for assistance.
"Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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4„1
NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Albert Shaw
Wildwood Farms
Biaden
Feed -Fin
4800
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied'.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations_
Page: 1

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated -acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
4800 animals X 985.50 gal/animal/year =
4,730,400 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
4800 animals X 2.30 Ibs/animallyear =
11, 040.00 lbs
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.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Fircf Year of Two Year Rotation
Tract
Field
Soil
Type
Crop
Code
Yield
IAc
Ibs N
/unit
Acres
Lbs NIAc
Residual
Lbs N
IAc
I Ibs N
Required
Time to
Apply
1934
--10
ExA
N
60.0
2.40
15.0
144.0
2160.00
S April
1934
10
ExA
O
43.0
4.00
15.0
172.0
2580.00
Jun-S
1934
--9
GbA
N
60.0
2.40
5.0
144.0
720.00
S-April
1934
9
GbA
O
35.0
4.00
5.0
140.0
700.00
Jun-S
1934
-7
NoA
N
60.0
2.40
8.0
144.0
1152.00
S April
1934
7
NoA
O
33.0
4.00
8.0
132.0
1056.00
Jun-S
1934
8
'GbA
D
125.0
1.25
5.0
20.0
136.3
681.25
Mar -July
1934
6
GbA
D
125.0
1.25
3.5
20.0
136.3
476.88
Mar -July
VJ
AyB
D
130.0
1.25
7.0
20.0.
142.5
997.50
Mar -July
1934
5
GbA
D
125.0
1.25
6.0
20.0 ,
136.3
817.50
Mar -July
1934
14
GbA
D
125.0
1.25
3.0
20.0
136.3
408.75
Mar -July
1934
2
GbA
D
125.0
1.25
2.0
i
I
20.0
136.3
'
272.50
Mar -July
Total 54.5 1; 022.38
Available N 11040.00
'Difference-982.38
Second Year of Two Year Rotation
Tract
Field
Soil
Type
Crop
Code
Yield
IAc
Ibs N
/unit
Acres
Lbs NIAc Lbs N Ibs N
Residual /Ac Required
Time to
Apply
1934
10
ExA
D
125.0
1.25
15.0
I
20.0 i 136.3
I2043.75
Mar -July
1934
9
GbA
D
125.0
1.25
5.0
20.0 1-36.3
681.25
Mar -July
1934
7
NoA
D
110.0
1.25
8.0
20.0 117.5
! 940.00
Mar -July
1934
--8
GbA
N
60.0
2.40
5.0
j 144.0
720.00
S-April
1934
8
GbA
O
35.0
4.00
5.0
140.0
700.00
Jun-S
1934
-6
GbA
N
60.0
2.40
3.5
144.0
504.00
S-April
1934
6
GbA
O
35.0
4.00
3.5
I 140.0
490.00
Jun-S
Vd
AyB
N
60.0
2.40
7.0
! 144.0
1008.00
S-April
Vn
AyB
O
38.0
4.00
7.0
152.0
1064.00
Jun-S
1934
•-5
GbA
N
60.0
2.40
6.0
! 144.0
864.00
S-April
1934
5
GbA
O
35.0
4.00
6.0
140.0
840.00
Jun-S
1934
-14
GbA
N
60.0
2.40
3.0
! 144.0
432.00
S-April
1934
14
GbA
O
35.0
4.00
3.0
j 140.0
1 420.00
Jun-S
1934
--2
GbA
N
60.0
2.40
2.0
144.0
j 288.00
S-April
1934
2
GbA
O
35.0
4.00
2.0
140.0
280.00
Jun-S
Page: 3

Total 54.5 11275,00
Available N 11040.00
*Difference-235.00
*A negative number reflects the total ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require fanners in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercjsed not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
-Crop ode ro
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Com - Silage
Lbs N utilized 1 unit yield
1.6 Ibs N / bushel
50 Ibs N 1 ton
50 Ibs N / ton
1.25 Ibs N 1 bushel
12 Ibs N / ton
Page: 4

F
Cotton
G
Fescue- Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
100 lbs N / acre
133 lbs N / acre
2.5 lbs N 1 cwt
2.4 lbs N 1 bushel
4.0 lbs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 8640.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 28.80 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 69.12 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
Page: 5

structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding rapacity of the soil at the time of irrigation nor -should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate
inmr
Application Amount
* inches
1934
10
ExA
DNO
0.35 1.50
1934
9
'GbA
DNO
0.50 1.50
1934
7
NoA
DNO
0.50 1.50
1934
8
GbA
DNO
0.50 1.50
1934
6
GbA
DNO
0.50 1.50
AyB
DNO
0.35 1.20
1934
5
GbA
DNO
0.50 1.50
1934
14
GbA
DNO
0.50 1.50
1934
2
GbA
DNO
0.50 1.50
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 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 the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiabiiity of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Grower may utilize more acreage for wheat -soybean if necessary, but corn acreage should
Page: 6

not exceed that listed in the plan.
Page: 7

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
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 nutrient management
plan for the farm named above. ltwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility O
Om
Signature:
J S716
LUZ
14 -- Da#
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Please Print
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
Date
Date
Page: 8

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NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, marinade 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 o%vths or has a notarized 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 a notarized 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 tlhe operation, increase in the
number of animals, method of utilization, or available Iand.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used ill lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre peryear- Waste may be applied to land that
is eroding at more than 5 tons but Iess than 10 tons per acrea per year providin&! grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
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 occure during a season prone to flooding. (See "W1ieather 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 occure off site
or to surface waters and in a method which does not cause drift from thL .itC during application. No ponding should
occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a nhatmer that die crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage From animal waste ,Mould also be considered
10. Waste nutrients shall not be applied in fall or winter for spring planted craps ou •oils 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 tm ire than '0 days prior to planting of a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with [lie following: The outer perimeter of
the land area onto which waste is applied from a lagoon that is a cornponet of a suvine 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 surface water. This distance may be reduced for waters that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - Filter 'strips).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
12. Animal, waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than these omted by landowner.
14. Waste shall be applied in a manner not to reach other propety and public right-of-ways.
15, Animal waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a 'technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
lb. Domestic and industrial waste from washdown facilities, shower.,r, toilets. sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embanlanents,
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 Iimited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should he inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is 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 si(e.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it :11MIld only he applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent 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 maxitnutn at0ra_z VOlUlne f i- waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis shall be taken within 60 days of application
consistent with waste utilization plan. Poultry Iitter shall be tested prior to apj)hCation. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a maiuler that melt: NC regulations.

Application Timing of. N it r, 'b, g . en
Small Grain
Total
Month % N To Apply %N Applied
September
5
5
October
10
15
November
9
24
December
6
30
January
8
38
February
12
50
March
19
69
April
' 20
89
May
11
100
Bermudagrass
Total
Month % N To Apply %N Applied
March
4
4
April
8
12
May
13
25
June
20
45
July
23
68
August
18
86
September
10
96
October
4
100

Mortality Matiagcnzcnl'Nlelhofls
(check; which mctllod(s) are being implemented)
rJ Burial Ilircc rest bencath the surface of the ground within 2.1 Tours aflcr
}:no►rlcd��c of the death. The burial must be at least 300 feet from dny flowing
stream or public body of water.
l Rendcring at a re-ndcrittg plant licensed undcr G.S. 1 oG-163.7
0 Complete uicincralioll
❑ III the case or dead poullty oniy, placing in a disposal pit of a size and'dcsign
approved by ilic Dcpanment of Agriculture
❑ Any mctliod which in (lie professional opinioil of the State Veterinarian would
ntiafic possible the of pall of a dead animal's value without ctldangerinn
human or animal hcalth, (Writtcil approval of the State Vctcrinarlan must be
atlacilcd) ,
Insect: Control Clot ddlsl for Animal 013cra6min
4unrrc T�TT Calnsc IIl19l's lu Cunlrul luscOs TT - - Site Sperlfic I'l ucrlres
— — — 1.111l11d Sy31CIIIS --
l:lll.h t+ullcrs At cnntnlaliuu of sulitJs Cl I'llish sysicitt is &SIgacd Lind upcnacil
sttflicicolly In rcrttuvc nwinluhllcti solids ffuIII
01111uus its dcsicilul.
O ltcillovc bridgllll; of aucuutuiatctl solids ill
Ilisrluirgu
l.11l;uuus lutli fits Crusicll NO MuGltuill lllgnmis, scnliel4 busills Qlld hits %vilcru
pest bruding is all1wrertl lu uliniullxc Ills:
cruslin ofsoii(ls to II tlupill ONE) inoru ilani G -
Il niches over hurt: Brut 7t1% arsurrncc,
lisccssit'y �icl;ci.ltlYC w Mcuying veul:icdiutt _l Maiuulin vcl;ci�lllvu I:QItt10i i!I!}Ill; tlillll:l` ql
ill}►►'lll lal;nons unit ulltcr iutponndnrculs lu prcvclll
Ilccnlntllalion urticenyin vegoutive maticr
lllolll; ►vlgel's talk uu imllQundincni's perimcicr.

Swine Farm Wa ,to Managoment Odor Control Chociclist
Snulrcc Clime I11171'x lu M11111111-ir 01111r - - Sife Sliccllle I'rurllrts
r;rnnsle;nf Slviue luuducliuu Yi Vegelllive or woodul Uuflcls;
)tccnl111llclldcd,llesl n1a11;1KCIllcnl IlraclicCS;
�f Cand j11dgillcnl and co1111nn11 scusU
Aidund Illnly suit -aces 0 Dilly 111a11111C-COVCIL•II 811i1I11IIS DI-Y 11001-S
1'luul'smfaccS • Wet llllnlurc•Cllvc ud III11nIs tpr ,Aullud Hums,
Walcrers 1acaled uvcr slullcll floors;
Cl recders ui 111o1 cud ursulld floors;
11 Scrape manurc buildup rrom floors;
p nderfinor venlilalilnl Cur dlyiug;
h1;Imile vulleclllln MI5 . 11611c; 1 Ie1lncul In;unuc r1 movlll Uy flusll, gl I roll
• f'aliiul Microbial dccumllnsi11o11 or sculllc;
n Underlloor venti1;111on
Vc1161.161111 eall;ulsl link . Vulldilc GlISCS; _I l m1 mniuleluulcc;
1)usl �1,46clealOrmovemunt --- `
1111111ur surf secs
Doss
M
Wushlluwu Ilemccn grunlls uruninulls;
f.1
I'Led luldilives"
0
Ruder covers;
Cl
Nell delivery dowrlsluull exlcudels In Feeder
COYCrs
Flush (links
Ag;iluliun of recycled lagoon
17
Flush 11111k covers;
111111111 while souks lire fillings
Cl
I'sxicllrl rill lines io nour Guunnl nn;mi.s %via,
111111-51 Minis vems
1:111s11 ulleys
Agiulliun durhic waslelvulcr
Cl
Underfloor flush wills uudl:rllunr VCI1 alillrl
couvcylnlcu
Pil lecluuLc 1loiuls
• Agiluliull nfrecycled lanuoo
U
I IC11d reLIIII(CC lines In 11CIlr Gullulll 111'11ils
lilluid whild sills lire filling;
1v11111111O-si111r11u vents
1.111 >hlliulu
• A1-.Holia111huioG shell Is1lk
0
5uu1gl funk cuvcrs
11111118 nu1111r11ivllown
nulsi1111 drain collccfiulr • Auiiuliun +sluing; w11SImIllur fa Ilux cuvcrs or jullu14111 1111Kc1 C11l1YCynIICe
• Alm: :-1•limmllcr 11,1996, had 3 ;: �1:.. „• ;1

- �Snurcr: Came JIMPs to MI1 Ilulxc 011111. Or S Iccifie I'rncllccs
End or drainllilles Ill • Agilalina.durinl; %yasimacr Cl 1lxlcllll discharco 1101111 of pilles llllllerllcatll
lacnall cullveplice ,Ingnon Iirl+lld level
l.11l;unu sill faces Volulilc gas enllssiuns; Proper lagnou liquld capacity;
• 111ologic4l nlixinl;; �jd` orrccl lal;nou siarlup procedures;
• Agillslinll �,�1 Mhdmuul surfoca Area-lawulnwl: rolio;
` 1 MlnGnuul nl;ilallou whelt,llulupIlia;
Cl Mechanical acrallon; '
n .11roverl hlnlunical addillves _
111,11 llliull sprinkler . 1601 Jiresstne ngilalion; vrl Ifrlgalu ull Illy (lays wil11 lililo or Iln whill;
nuccit$ Wiud drift "
_ • Mlnhnnm rccUuuucnlll.Il nperallnl, llressurc;
�- Iump Inlaka acnr lagann lirl111d snrfucc;
Cl I'IIn111Not secant!-cinge lagoon
:11111riI;L` till!!: Ilr Illlsill
• 1'illlllll llllcrubial IlecI11r11111S111111I;
CI
11ollalll or 111idluvcl lurllilllg;
surflrec
Mixing %V111I1: Iillirrl;;
CI
'I'tuik covers;
• Agllalinu when emplylug
Cl
nusln,surrace mats of satins;
n-
Provm llloiogicul nddhives or nxidunis
scnlillt;11min sill fllcu
• I'aliial nlicrullial decntllposilioll;
CI
INICIld drainpillc ntllicls luulerncnlll liquill
• Mixilla wilik filling; -
level;
• Agilalion %Yllcls cmplylog
I;1
llcmove scillell sollds regillarly
A-luuurc, slurry orslllllge
• Agilullim when sprcnding;
Cl
Soil injcaloll ofslllrrylsluliges;
Sllrcallcr outlets
• Vrllaliie gas cullssiolls
Ell
Wasll•residual immurc frmn sprcadgr aRcr use;
Cl
Proven biological nllllilivcs ur oxichuus
I111covereli nlallllre,
0 Vulmill: gas cnllsslnlls while
fJ
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sllrn'y or slllllUc on Held
Ilryilly
ri
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Sill laces
f:1
,
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CI
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!tall lulirnllls
Clucuss detoulposiliuu
Prupct disposition ol'cnrcasscs
ilcall uoiolal Ilispu>ul
Cnl'Ci1S3 dccolllposilinll
Cl
Complelc covering of curcasws in Ilrlrlal Mils;
Jill$
Cl
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IIIL'111clillol$
• 111CIIInJi1cle CIInlllllxlillll •
1.1
secllllllilry Slack 11u111cis
,_ !►hIUL` - Nuv+:ntlrcr t 1. 096, I'ma +1

She S ICCIRc 1'l-aclitts
Sullrcr CUISSO I11111's lu h1i1I11111cc 011111.
5t�mliul; iw;lrcr ;lnnuui • Iml11ul1cr 1lrainagc; -1 {trade nrld klllltcal►e such Alai tvalcr 11r;liils
-
Ina i?irks . Microbial decnulllosiiiam of atvuy frnm f;lciiilics
ur�nnEc urallcr
ItilrtulrC lrackc,i unlu • Pouriy malulaioc1l acccss toads %Fallll access Wall In.,4111cliallco
1n11111C 1414111 limn rune
1 ,
ilCl'l'SS
Adilhinual 111fnr1nnllnn :
Avnilnlllc From t ,
• 51rine lunnre MarinLeuium ; 020(1 Illlldlimp Puckul
14CSI I. Colony Iixlcnsiun Ccrllcr
.wino I1ru1i11cllun 11urw I'ulenliul OdorSourccs wid Ilctucdics ; VDAU Pact Shect
NCSU - IIAIi
Slrioc Prolhlclloo Pucliily Manure Munngcmcrll: I'll Rcciplrp - I.11goun Tfealmclll ; FUAIi 120-98
NCSU - BAl4
SWIM I'rnibicllnm i�acilily Mullmu Mlluugemcnl: Unlicrlluor Hush - Lugoot •1•rentmellt ; HIM! 129-89
NCSII - IIAi:
I.ui;IIIIII Design 111111 Manngentclll I•ur Liveslack Maunre•I•reutmenl and Slurnge ; 1i11AH 111]-8]
NCSU - IIAH
Calibration of Mlnnlrc un11 Wnslcivalcr Applicaliull Equipment ; I:DAU I act Sllecl
NCSU - IIA11
cunlru111116 Odors frorll S+Ville Itu11di11gs ; I'll1.37
NCSU - S{villc UNICIIS1011
Vilvlronmentul Assnrunce fragrant ; NIIS'C Manual
NC fall; l'rodocers Assoc ,
tllnluns Dir ManugloU O11or; n rellnit from ilia Sivinc OdarTask Force
NCti'11 Agri Coltill n[chi lolls
1•lulsauce Cnncerns In Anllnul Mllmrrc Mannbcnlctll: Odors and lilies ; PRO107, 1995 Cunfcrcncu Proccedings
l'lnrid;I Conpl:rulivu NIVIIs11111
MIC IG. • l4swundjur 11. 19'1iI, lingo 5 ; ;

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 0 -�? a- Operation is flagged for a wettable
Farm Name:_ Li nod FA,-v-►s _ acre determination due to failure of
On -Site Representative: .Snr!j "3p�ns Part 11 eligibilityitem(s) F1 F2 F3 F4
Lj
inspectorlReviewees Name: Operation not required to secure WA
determination at this time based on
Date of site visit: 16 exe tion E9 E2 E3 ' E4
Date of most recent WUP: Operation pended for wetob--4 acre
determination based on P2 P3
Annual farm PAN deficit: °S39 pounds
irrigation System(s) - circle #ard-hose. traveler, 2. center -pivot system; 3. linear -move system:
4. stationary sprinkler system w/permanent pipe; `5. stationary, sprinkler system wlportable pipe;
B. stationary gun system wlpennanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
El Adequate irrigation desigr�i, 6&luding map depicting wettable acres," is complete
and signed by an I or PE.
E2 Adequate D, and D21D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an i or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, its complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years -of irdgat on- records:
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations.(numerous.ditches; failure to deductrequired
bufferlsetback acreage;-or_25% of total acreage identified in CAWMP includes::=:
small, irregularly shaped fields = fields less than 5 acres -for travelers -or less -.than
2 acres for stationary sprinklers).
a
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part Ill.

Revised April 20,1999
Facility Number, OF - lo'Ux%
Part ill. Field by Field Determination of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBEW-2
TYPE OF
IRRIGATION
SYSTEM
TOTAL99
ACRES
CAWMP
ACRES
1
FIELD
%
COMMENTS'
•! '7 -
f 0
i7AY 'fi��
I
l 15
(i
q G r00
6 •o
S• �9
3.3
�•�fi
FIELD NUMBER'-
hydrant, pull, zone, or point numbers may
be used in place of field numbers
depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspecto*eviewer wig have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBER2 - must be clearly delineated onmap.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres DAn having received less.than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, -cannot serve as the
sole basis for requiring a WA Determination. Back-up fields mustbe noted in the comment section and must be accessible
by irrigation system. i apt /J
Part IV. PPn nations 4 P u4- � 4L
1 Plan lacks following .information:-
P2 Plan revision -may satisfy75% rule based .on.adequate-overall PAN deficft:and by
adjusting all field acreage to.below'75% usexate--.
P3 Other (ieAn process & installing new irrigation system):

Michael F. Easley, Govemor
o�oF w A 7-F9QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2006
MR. STEVEN WAYNE TATUM p
WILDWOOD FARMS AND QUALITY FARMS, INC. RECEIVED
PO Box 1416
ELIZABETHTOWN, NC 28337-1416 OCT 3 1
Subject: Phosphorus Loss Assessment Tool
Wildwood Farms and Quality Farms, Opp-FAYtTiEV�WE:REGIONALURCE
Permit Numbers NCA209122 and NC
Bladen County
Dear Mr. Tatum:
The Division's records show that completed PLAT Forms have NOT been submitted for these facilities. An
extension from the due date of October 6, 2005 was requested and ample time has been allowed for submittal. If
our records are in error please resubmit the completed PLAT Forms for these farms. If the PLAT Forms have
not been submitted, please do so by November 30, 2006.
Condition I.6 of your NPDES Permit states: "If prior to the expiration date of this permit either the state or
federal government establishes Phosphorus loss standards that are applicable to land application activities at a
facility operating under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP
under the requirements of the Phosphorus loss standards to determine the facility's ability to comply with the
standards. This evaluation must be documented on forms supplied or approved by the Division and must be
submitted to the Division. This evaluation must be completed by existing facilities within six (6) months of
receiving notification from the Division.
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State University
and the Natural Resources Conservation Service. PLAT addresses four potential loss pathways: leaching,
erosion, runoff and direct movement of waste over the surface. Each field must be individually evaluated and
rated as either low, medium, high or very high according to its Phosphorus loss potential. The ratings for your
farm must be reported to DWQ using the attached certification form. The PLAT forms must be kept as records
on your farm for future reference.
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement
actions for any past or future violation. Furthermore, the Division of Water Quality has the authority to levy a
civil penalty of not more than S25,000.00 per day per violation.
If you have any questions regarding this request, please do not hesitate to contact Duane Leith by email at
[e-mail] or by phone at [phone] or contact the Fayetteville Regional Office at (910) 433-
3300. Thank you for your cooperation.
Sincerely, /
Duane Leith
Animal Feeding Operations Unit
cc: IFayettevi� l�ional O�ce, Aquifer Protection Section
Facility File 9-122 and 9-156
Aquifer Protection Section 1636 Mail Service Center
Internet: rvww.ncwaterguali_ .orr Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
NA-n aroI a
�vaturak
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

,::� �-O Steve -Tatum
PO Box 1416
Elizabethtown NC 28337
q-Ian
�- NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
Farm Type:
Farm Capacity:
Storage Sbxwkme:
Storage Period:
Application Method:
Albert Shaw
VVIldwood Farms
Biaden
Feed -Fin
48M
Anaerobic Lagoon
180 days
irrigation
RECEIVED
IYR 0 9 20
am-rA*MW REGORk, ogo
The waste from your anirrml facility must be land applied at a specified rate to prevent pollution
of surface water andlor groundwater The plant nutrients In the anlmall waste should be used
to reduce the amount of aomrnerchd fertifter requh-ed for the crops in the fields where the waste
is to be applied.
fiis waste utif¢ation plan uses nitrogen as the rm*ing nutrient. Waste should be analyzed
`--oefone each application cyde. Annual soil tests are sbongly 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 utitmation plan in order to maudmize
the ferfter vale of the waste and to ensure that it is applied in an envinanrrmntally safe warmer:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste_ Do not apply more ndrrogen than the crap can utffl¢e.
2. Sod types are miportant as they have different infiltnation rats, leaching pdenhals,
cation exchange capacities, and available water hd dng capaabes.
3. Normally waste shall be applied to land eroding at km than 5 toms per acre per
year. Waste may be appled to land eroe mg at 5 or more tons per acre annually, but
less the 10 tons per acre per year providing that adequate filter strips are estatAshed.
4. Do not apply waste on saturated sails, when it is raWmig, or when the surface a frozen.
Either of these conditions may result in runoff tD surface waters which is not allowed
under DWQ regulations.
RECEIVED I DENR 1 DWQ
AQUIFER'QROTT:('T1nN REciION
APR 0 6 2009
Pam- '1

B. To nvDdrn¢e the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days lnor to Ping a crop or brealang may. Injecting the waste or
ftlang will conserve nutrients and reduce odor problems.
This plan is based on the waste appkation method shown aboveif you choose to change
medxmJs in the future, you need to revise this plant. Nutrient gels for dent app fi ation
methoft we not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
aibw addbonal waste to be armed. Provisions shall be made for the area necwmg waste to
be flexlble so as to aocornmodate changing waste analysis content and crop type. Lime must
be applied to rradntain pH in the optimum range for tic crop production.
This waste utilization plan, if carried out, meets the requirona is for compliance with 15A NCAC
21i .0217 adopted by the Enviimmental Manager, erht- om .
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, torts, etc.):
48M aahirratls X 885.50 gallaninuffyow =
4730400 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
4800 anknals X 2.30 Ibs/thimatfyear =
11,040.00 lb
Applying the above amount of waste is a b g job. You should plan time and have appropriate
equipment to apply the waste in a tlnfly manner.

11
L
Field
1
Hyd.
Soil
T
Crop
Code
Yield
lAc
lbs N
/unit
Acres
Lbs NIAc
Residual
L.be N
lAc
The N
Rpqpmd
Time to
i 10
1
ExA
D
125.0
1.25
2.80
20.0
136.3
381.50
Mar -July
10
-2
ExA
N
65.0
2.40
3.52
20.0
136.0
478.72
SAW
10
2
ExA
O
45.0
4.00
3.52
180.0
633.60
Jun-S
10
3
ExA
N
65.0
2.40
3.74
20.0
136.0
508.64
SAP I
10
-3
ExA
O
45.0
4.00
3.74
t80.0
673.20-
Jun-S
10
4A
ExA
D
125.0
1.25
5.12
20.0
136.3
697.60
Mar -July
10
4B
ExA
D
125.0
1.25
5.77
20.0
136.3
786.16
Mar -July
' 9
5
GbA
D
135.0
1.25
2.10
20.0
148 8
312.38
Mar -July
9
6A
GbA
D
135.0
1.25
2.58
20.0
148.8
383.78
Mar-J*
{ i 1
6B
AyB
D
130.0
1-25
1.52
20.0
142.5
216.60
Mai -July
i 1
6C
AyB
D
130.0
1.25
3.17
20.0
142.5
451.73
Mar -July
i 7
-7A
NoA
a N
60.0
2.40
5.14
144.0
740.16
S 401
7
7A
NoA
O
35.0
4.00
5.14
14&0
719.60
Jun-S
7
-78
NoA
N
60.0
2.40
3.66
144.0
527.04
S Apn7 i
7
76
NoA
O
35.0
4.00
3.68
140.0
512.40
Jun-S
6
7C
NoA
D
110.0
125
2.78
20.0
117.5
325.65
Mar -July
8
-8A
GbA
N
65.0
2.40
1.20
158.0
187.20
S ANO
8
8A
GbA
O
40.0
4.00
1.20
160.0
192.00
Jun-S
8
-88
GbA
N
65.0
2.40
1.94
156.0
302.64
S April
8
Be
GbA
O
40.0
4.00
1.94
180.0
310.40
Jun-S
18
-SC
GbA
i N
65.0
2.40
1.92
15(.0
299.52
S-April
8
8C
GbA
O
40.0
4.00
1.92
160.0
307.20
Jun-S
5
-9
GbA
N
65.0
2.40
3.19
156.0
497.64
S April
4 5
9
GbA
O
40.0
4.00
3.19
160.0
510.40
Jun-S
5
--10A
GbA
N
65.0
2.40
3.37
156.0
525.72
S Apn7
5
t 10A
GbA
O
40.0
4.00
3.37
160.0
53920
Jun-S
14
-109
GbA
N
65.0
Z40
2.18
158.0
340.08
S April
14
10B
GbA
O
40.0
4.00
2.18
160.0
348.80
Jun-S
4
--11
GbA
N
65.0
2.40
4.52
158.0
705.12
S Apttl
4
11
GbA
O
40.0
4.00
4.52
180.0
723.20
Jun-S
Total
60:21
14138.87
Available N
*DHferoFm
11040.00
-3098.87
' Field
. Hyd.
Soil
T
Crop
Cade
YWd
IAc
The N
Iwt
Acres
Lbs 1WAc
Residual
Lbs N
)Ac
ibe N
Regzdred
Time to
10
-1
ExA
N
65.0
2.40
2.80
156.0
436.80
� 10
1
ExA
O
45. 0
4. 00
2.80
180A
504 .00
Jun-S
u
10
2
ExA
D
125.0
1.25
3.52
20.0
135.3
479.80
Mar -July
Za.O
10
-4A
ExA
N
65.0
2.40
5.12
156.0
798.72
& pril
Pans• R

10
4A
ExA
O
45.0
4.00
5.12
180.0
921.60
Jun-S
10
-,413
ExA
N
65.0
2.40
5.77
156.0
900.12
SAW
10
4B
ExA
O
45.0
4.00
5.77
180.0
1038.60
Jun-S
9
-5
GbA
N
65.0
2.40
2.10
156.0
327.60
SAW
9
5
GbA
O
40.0
4.00
2.10
160.0
336.00
Jun-S
9
-6A
GbA
N
65.0
2.40
2.58
156.0
402.48
SAWO
9
6A
GbA
O
40.0
4.00
2.58
160.0
412.80
Jun-S
11
-W
AyB
N
60.0
2.40
1.52
144.0
218-88
SAW
11
6B
AyB
O
1 45.0
4.00
1.52
180.0
273.60
Jun-S
11
--6C
AyB
N
60.0
2.40
3.17
144.0
456 48
S-Apn"l
11
6C
AyS
O
45.0
4.00
3.17
180.0
570.60
Jun-S
7
7A
NaA
D
110.0
1.25
5.14
20.0
117.5
603.95
Mar -July
7
7B
NoA
D
110.0
1.25
3.66
20.0
117.5
430.05
Mar -July
6
-7C
NaA
i N
60.0
2.40
2.78
144.0
400.32
S kw
6
7C
NcaA
O
35.0
4.00
2.78
140.0
389.20
Jun-S
8
8A
GbA
D
135.0
1.25
1.2D
20.0
148.8
178.50
Mar -July
8
8B
GbA
D
135.0
1.25
1.94
20.0
148.8
288.58
Mar -July
8
8C
GbA
D
135.0
125
1.92
20.0
148.8
285.60
Mares
5
9
GbA
D
135.0
1-25
3.19
20M
148.8
474.51
Mar -July
5
10A
GhA
D
135.0
1.25
3.37
20.0
148.8
501.29
Mar -July
14
10B
GbA
D
135.0
1.25
2.18
20.0
140.8
324.28
Mar -July
4
11
GbA
D
135.0
1.25
4.52
20.0
148.8
672.35
Mar -July
Total 60.21 12195.28
Available N 11040.00
*13ifference-1155.28
--Indicates that this frees is being overseedeci (i.e. irrteipfannted) or winter annuals follow summer
annuals.
=A negative number n0flects the total Ibs of additional nitrogen needed to achieve yields on
acreage Cued in chart. A positive number means addiboml acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not Include corm ferffi¢er. The farm should produce adequate Plant
available nitrogen to satisfy the requirements of the crops fisted above.
The qVhcator Is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North QwDbw to have a nutrient
Inanagerreertt plan that addresses all nutrients. This plan only addresses nitrogen.
in interplanted fields (i.e. small grain, etc, interseeded in bemwda), forage must be removed
"u'�9h 9azin9, hay, and/or silage. where grazing, plants should be grazed when VW

reach a height of sic to nine inches. Cattle should be removed when plants are grazed to a
height of tour inches. In fields where small grain, etc, is to be removed for hay or silage, care
__ should be exercised not to kit smog grain teach n0un"ty, espy We in the season (.e.
April or May). Shading may result if small gram gets too high and this will dellriatelyinterfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nbogen
being utilized. ROW than cutting small grain for hay or silage just before heading as is
the normalsduation, you are encouraged to cut the small gram earrm You may want to
consider harvesting tray or slaoge two to three times during the season, depending on the
ttme small grain is planted in the fall.
The ideal time to Mterplant small grain, etc, is hate September or early Oct. Drying is
acmAnmended over broadcasting. Benmudagrarss should be grazed or cut to a height of
about two inches before drilling for best results.
A
Barley
B
Hybrid Bev nudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Gram
E
Corn - Snage
F
Cotton
G
Fescue - Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Sma M Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized 1 unit
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lobs N / lbs Unt
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N /bushel
50 Ihs N / acre
50 lbs N I acne
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Ames shown in the wig table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not renewing full qVkabon rates due to equp?mm t rations. Actual total acres in the fielos
listed may, and most likely will be, more than the acres shown in the tables,
See attached map showing the fields to be used for the utilization of anh waste,

SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and wig require precautionary measures to
prevent over application of nutrients or other ekw*onl& Your production facility wM Produce
appro�dmately 0.36 pounds of plant avalable n&ogm per anbrial per yew in the
skudge based on the application method listed earlier.
if you remove the sludge every 5 years, you will have approadmately 8640.00
pounds of PAN to utfte. Assunting you apply this PAN to hybrid bermudagra ss hayland at the
rate of 300 pounds of nitrogen per acne, you will need 28.80 acres of land- If you apply
the sludge to can at a rate of 125 pounds per; a=, you wig need 69.12 awes of land.
Please be aware that these are only des of the PAN and land needed. AcWal requirements
could vary by 250A depending on your sludge waste analysis, sod types, r a offiglic yields, and
ep�lica#ions.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation anion rate should not exceed the intake rate of the sod at the time of irrigation
such that runoff or pon&V occurs. This rate is wed by Mal sod moisture content, sod
shuctum, sod texture, water droplet sore, and organic sodds. The application amount should not
exceed the available water holding capacity of the sod at the Urne of-h, ig dim i -nor sh u ld- he
plant avaflable nitrogen applied exceed the n1boW needs of the cxop.
if surface trr%Oon is the method of hand application for this plan, d Is the responsibility of the
producer and irrigaation designer to ensure that an krgatiar system is butalled to property
ingate the acres shown in the pnecedrng table. Failure to apply the reaoirunended rates and
amounts of nitrogen shown in the tables may make this plan-invadd.
`[=LO;—II•.,lil.■ ti • • + r■ _. ■f .J, iN; r=!■:1.7"i•fs• _r.;�,i,vcn,+:f Fit _11:+ -ill.+. 11►
�r
ITract
Field
Sod
'Pffle
Cjop
Appkation Rate
Qdhr
Appkation Amount
" inches
f 1934
f
10
ExA
DNO
0.35
1
1934
10
ExA
DNO
0.35
1
1934
9
GhA
DNO
0.5
1
1934
9
GbA
DNO
0.5
1
1934
11
AyB
DNO
0.35
1
1934
11
AyB
DNO
0.35
1
1934
4
GbA
DNO
0.5
1
1934
6
NaA
DNO
0.5
1
1934
7
NoA
DNO
0.5
1
1934
8
GbA
DNO
0.5
1
1934
5
GbA
DNO
0.5
1
1934 I
2 i
GbA I
DNO
0.5
1

1934 1 14 i G4A i QNo 1 0.5 I 1
"This is the ma)dmum application amount a ated for the sod assuring the amount
of nitrogen allowed for the crop is not over applied. In many sus, the appkation
amour}# dxw cannot be applied because of the nitrogen b*Won. The ma)dmum
applir J ion amount shown can be applied under optimum sod conditions.
Your facility is designed for 180 days of temporary storage and the temporary stomp must
be removed on the average of once every 5 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm -storage or one foot of
freebowd except in the event of the 25 year 24 hour storm.
It is the responsity of the producer and waste applicatm to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. Fadure to apply
the re=vwxwded rates and amounts of n&ogen shown in the tables may make this plan kwaiid.
Call your technical sperm after you receive the waste analysis report for assistw= in
determining the amount of waste per acre and the proper appicabon pnor to applying the waste.
Additional Comments:
0
7-12-0

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
OwnerfManager Agreement
I/we understand and wil follow and k;*mwt the spei-fl, -a-b " and the ration and
maintenauEoe procedures established in the approved animal waste nutrient management
plan fior the farm named above. l/we know that any expansion to the ex tin9 design capacity
of the waste treatment andfor storage system, or constnu ion of new fad, will require a
new nutrient RXIL plan and a new certfication to be submitted to DWQ before the new
animals are stocked.
Vw a understand that I must own or have access to equipment, prima* irrigation equ#prrrent,
to land apply the animal waste described in this nutrient management plan. This equipment
must be avalfable at the appropriate pumping time such that no discharge oars from the lagoon
in the event of a 25 year 24 hour storm. l also certfy that the waste vA be appW on the land
a000rdng to this Plan at fhe appropriate times and at rates which produce no runoff.
This plan will be filed on site at the faun office and at the offce of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
game of Facility Owner:
Name of Manager (if t
Signature:
Name of Techrdcal Specialist
Affiliation:
Address:
Signature:
Sonya Johnson Barber
Harvest Net, Inc.
P.O. Box 32
Co m il, NC 28434
910-645-6758
1 71
B

F
NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
OwnedManaW Agreement
Vwe understand and veil fd w and implement the speai'a4ations and the operation and
maintenance procedures estabbshed in the aged animal waste m rlard management
plan for the farm rmmed above. Uwe know that any expwnbn to the embfing dmW capacity
of the waste trrsabnent ancft storms system, or VKMies, will require a
new nutrierrt moment plan and a new $ubrr� O before the new
animals are stocked. -;
{ ~ PAY J
IhnAe unde�and that l rr'uist own or have acxess to _ - -
to land apply the animal wale descrftd in #his pt equ"merrt
must be avallabie at the appropriate p w*ft time- _. no dradmrge horn ihe.lagoon
in 'the even# of a 25 year 24 hour. storm I also certify tie on tW land
aooartmp to tht plan at the apprraprlee times and at rates wtdch no
This plan wig be filed on site at the tans office and at the of the and Water
Conservabon, District and wll be ambble far review -- WQ upon
ft
Name of Facility Owner: AL—
Signattnre:
Name of Manager (if dffkrert
sip:
Name of Tedvnical Specialist
Affiliation:
Address:
$i[gnatla e.-
Telepfione:.:
Sonya Johnson Barber
Harvest Net, Inc.
P.O. Box 32
Council, NC 28434
910445.6758
MY
2 /tk'
IUo
o�=

Michael F. Easley, Governor
O�oF W A TERQG
Steven Wayne Tatum
Wildwood Farms
PO Box 1416
Elizabethtown, NC 28337-1416
Dear Steven Wayne Tatum:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 ; T
r_
Subject: Certificate of Coverage No. AWS090122
Wildwood Farms
Animal Waste Management System
Bladen County
l7
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Steven Wayne Tatum, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Wildwood Farms, located in Bladen County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 4800 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension_
in Condition M.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please a
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.orQ Location: 2728 Capital Bouievard
An Equal Opportunity/Affirmative Action Employer— 50% Recycied/10% Post Consumer Paper
orle
NthCarolina
aturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .01 I l (c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS090122

o�oF wArF9QG
CO
November 7, 2007
Steven W. Tatum
Wildwood Farms
P O Box 1416
Elizabethtown, NC 28337
Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
RECEIVED
NOV 0 4 20
ON - FAYEMU RMOW OFFICE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090122
Wildwood Farms
Animal Waste Management System
Bladen County
Dear Steven W. Tatum:
The Division of Water Quality (Division) received your sludge survey information on October
31, 2007. With the survey results, Kathy Dugan requested an extension of the sludge survey
requirement for the lagoon at the Wildwood Farms facility not to be required until 2009' Due to
the amounts of treatment volume available, the Division agrees that a sludge survey is not
needed until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 201U.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
7�*
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Kathy Dugan
Central Files
No Carohna
Aatura!!J
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaterqualit��,orLocation: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportun4lAtfirmative Action Employer— 50°A Recycledll0% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
[phone]
[phone]
[phone]
[phone]

05/29/2009 18:51 9104232212
Re c, �
5556 Bra3ftn Road
Hope Mil>.S NC 28348
6ALLBERRY C©N
PAGE 01
Gallberry Consulting
Services
aoOyo,y1-3
To: Steve Guyton at DWO-FRO From: Kathy Barker
Fax: [phone] Pages: 4
Piton: 910-433-3300 Date: 5/29/09
Re: FOA for Wikhwod M
� plea'.
y,� &° q V
0

05/29/2009 18:51 9104232212
GALLi ERRY CON
PAGE 02
•
PLAN OF ACTION (PaA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name-Adentifier (ID): Wi{dwood 9-122
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = Finches
d, top of dike surface area according to design
(area at below structural freeboard elevation) 104130 ft2
9. line cl12 x Iine d x 7.48 galion s/ft3 129815 gallons
3_ Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
. g. volume of waste produced according to structural design 158246 ft3
h. current herd # 4$00 certified herd 4800
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + 1 + j) x 7.48 X 30 days/line f~
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 05l14/09
m. ((lines e + kylo00) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
•
PoA (30 Day) 2121100
246ft3
0 3
60744113
273005 gallons
2.30 lbs/1000 gal.
926.5Ibs. PAN

'1.e5/29/2009 18:51 9104232212 GALLBERRY CON PAGE 03
II. TOTAL POUNDS OF PAN STORED VATHIN STRUCTURAL
FREEBOARD AND/OR 25
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure Wildwood 9-122
line m = 926.5
2.
Structure
line m =
3.
Structure
line rn
4.
Structure
line m
5.
Structure
line m =
6.
Structure
line m =
0
n.lines 14.2+3+4f 5+6= 926.5
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAT
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 31
Walcolumnrws
FIELD (Ihs-)
15tate Current crop ending application date or next crop application beginning date for availab
receiving crops during 30 day straw down period.
v. Total PAN available for all fields (sure of column t) = 949.5
N. FACILITY'S PoA OVERALL PAN BALANCE
• PoA (30 Day) 2121/00

• 05/29/2009 18:51
9104232212
GALLSERRY CON
PAGE 04
•
w. Total PAN to be land applied (line n from seefion It) =
x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x)
NARRATIVE:
0 PoA Day) 2121/00
t Y)
926.5
9495
-23

03/09/2010 16,36 9104232212 GALLBERRY CON PAGE 02
Memo
Ta Fayetteville Regional Office, Division of Water Quality, AP
Front Kathy Barker, GaRbarry Consulting Services
CC:
rai Lagoon status report
Please be advised that the lagoon on AAAMAOp _ Farm, number
. 9- /IA that was reported "in the red" an 09 (date) is navy back
in compliance at a reading of
q oqf
r ART

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
CALvIN EDWARDS
PO Box 472
ROSEBQRO NC 28382
Dear Calvin Edwards:
1•NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DENR_FRGAugust 15, 2001
AUS' Z 3 2001
Subject: Notice of Violation and Revocation for Nonpayment
Calvin Edwards Farm
Permit Number: AWS820246
Sampson County
In accordance with North Carolina General Statute 143-215.1OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 4/7/2000.
Your annual permit fee for the period of 4/7/2001 - 4/6/2002 is $50.00. Your payment was due 6/6/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Fayetteville Regional Office
Sampson County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 1 10% post -consumer paper

At
44
12/28/2009 09:49 9104232212 GALLEERRY CLAN Q0A-01
PAGE 01
5555 Braxton Road
Hope Mills NC 28348
Aw5 o9olzz
I�
To: Fayetteville RegOnal Offic,-- DENR From: Kathy Barker
Fax 91048"707 Pages: 4
Phone; 91(-433-3300 Date: 12/28/2009
Re: POA for Wildwood 9-122 CC:
This farm was called in to the DENR emergency number 1-800-858-0368 on
December 26, 2009 at 3:45 pm as being 2 inches "in the red" due to heavy rainfall on
December 25, 2009. The call was received by Jeff Peters who took the relevant
information.
ATTENTION:
ART BARVHARDT
RICKY REVELS
STEVE GUYTON
y°,HVat
`�""i
arc ��° C pry aOr KOO 0,1114 w�
ROOq
: (, ft'ebCa
tpa-A7
�-
Oaq ©� as
I

Compound
Probable
Molecular
Weight
Estimated
Concentration
(ug11)
Library Match
Probability
(%)
Retention
Time (RT)
(Min)
Identification Sasis
(Check all that apply)
,
Scan
Number
Library
Match
Manual
Interpretation
RT
eAa
> /6
d
✓
S��S
Coo �s0;NS
z G
9 z
'
Complele only If non -targeted compounds are present:
Internal Standard
tentlon
e
(Min)
—TY
2
i,
rr
T
a
to
co
0
. ca

12/28/2009 09:49 9104232212
GALLSERRV CON
PAGE 02
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Name/Identifier (ID): Wildwood 9-122
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a, current liquid level according to marker . 17.5 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.Oinehes
d. tap of dike surface area according to design
(area at below structural freeboard elevation) 1 D4130 ft2
e. line c112 x line d x 7.48 gallonslft3 129815 gallons
3. Projected volume of waste liquid produced during draw down period
f_ temporary storage period according to structural design 1 BO days
g. volume of waste produced according to structural design 158246 3
h. current herd # 480fl certified herd #1 4800
actual waste produced = current herd # x line g 158246 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7,48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 09125109
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
L ' `3
60742 3
273005 gallons
2.30lbs/1000 gal.
926.5lbs. PAN
k

D. OrganochlorinelOrganophosphorus Pesticides and PCB's Page 6 of 9
Number of chemicals detected in Fraction
Fraction STORET Number 00188
STORET Compound
Number
Cluantitation
Limit Target
Duantitation
Limit`
Concentration
Detected
-Confirmation?
Dual Column GCIMS
1. Pollutants to be analyzed for (ugll)
Organochlorine Pesticides/PCB's: EPA Method
(ugll)
(ugll)
Yes
No
Yes
No
39330
Aldrin
0.05
0
. ns
39337
al ha-BHC
0.05
0. o '
c o 0
39338
Beta-BHC
0.05
0. o s
40
34259
Delta-BHC
0.1
0.1
L-, I
39340
Gamma-BHC Lindane
0.05
a. o;
�o
39350
Chlordane
0.2
617.
39310
4 4'-DDD
0.1
0.1
c
39320
4 4'-D D E
0.1
0. 1
39300
4 4'-DDT
0.1
6. 1
40, +
39380
Dieldrin
0.02
os
34361
Endosulfan I (alpha)
0.1
34356
Endosulfan 11 beta
0.1
0.1
tea, 1
34351
Endosulfan sulfate
0.7
'Lo .
39390
Endrin
0.06
1-0, a
•
34366
Endrin aideh de
0.2
AL 0, z
39410
Heptachlor
0.05
40. o'
c o s
39420
Heptachlor epoxide
0.8
a.Q
&o,
39480
Methox chlor
0.5
J-o . s
39755
Mirex
0.2
0. J-
A-0.1
39400
Toxa hene
2.4
1.
c Z,
34671
PCB 1016
0.5
0. s
40.
39488
PCB 1221
0.5
o . S
1- a s'
39492
PCB 1232
0.5
0. s
39496
PCB 1242
0.5
d . s
o s
39500
PCB 1248
0.5
. S
'4, s
39504
PCB 1254
1.0
1 . a
c
39508
PCB 1260
1
1 . o
Organophosphorus Pesticides: EPA Method lat)% _
39560
Demeton
2.5
2.s
✓
39540
Parathion (ethyl)
0.6
0.(.
1c n .
E. Herbicides, EPA Method ACKCIE S15D
Number of chemicals detected in Fraction
Fraction STORET Number 00148
STORET Compound
Number
Ouantitation
Limit Target
Dua�ntitation
Limit*
Concentration
Detected
Confirmation?
Dual Column
1. Pollutants to be analyzed for.
(ugh)
(ugll)
(ugll)
Yes
No
39730
2 4-1)
12
1.1
I�
39045
Silvex
2
2
y
✓
39740
2,4,5-T
2
4 z
' If different from quantitation limit target

12/28/2009 09:49 S104232212 G—ALLBERRY CON PAGE 03
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1,
Structure Wildwood 9-122
line m =
926.5 lb PAN
2.
Structure
line m =
lb PAN
3.
Structure
line m =
Ib PAN
4.
Structure
line m =
lb PAN
S.
Structure
line m =
lb PAN
6.
Structure
line m =
lb PAN
n.lines 1+2+3+4+5+6= 926.51bPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN
CANNOT BE
APPLIED DURING THIS 30
DAY PERIOD.
0. tract #
P. field #
q. crop
r. acres
S. remaining
IRR-2 PAN
balance (lb/acre)
t TOTAL PANE
BALANCE FOR
FIELD (Ills.)
column r x s
u_ application windowl
7a
Wheat
5.14
117.00
601.4
Sep -Apr
7b
Wheat
3.66
117.00
428.2
Sep -Apr
1 State current
crap endina aDDlication date or next crop aoolication beainnina date
for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _ O�Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21100

Organic Analytical Information: Page 9 of 9
Organic Fraction
.
Method
Extraction
GC Operating Conditions
Column Description
Surrogates (Spikes)
Batch
Continuous
Compound
Recovery
%
Length X ID, Film Thickness,
Column Type, Carrier Gas & Flow
Rate, Temperature Program
Purgeable -
�/
Spx x If"/< es nt t
D owe
o z M/C"A
n
z
70 /v S 200
9 f
Acid Extractable
Alb15
JAw 0 - 6cP170 P, .2
/ .W o
Base/Neutral Extractable
/']6ZS
✓
{.e
70
�•
u S(.
G8
e
-oi
Sy
Example: Acid Extractable
625
X
30m x 0.25mm, 0.25um, DB-5,
He, 30 cm/sec, 40°C (4 min) ,
270°C, 4011Imin
d5 . phenol
50
GCIMS Library sire (number of reference spectra): .� 2 b00 •
F. Metals and Other Chemicals
Number of Metals and Other Chemicals (as listed below) detected in Sample_
Fraction STORET Number 78240
STORET Compound
Number _.
Quantitation
Limit Target
Ouantitation
Limit'
Concentration
Detected
1. Pollutants
to be analyzed for:
NO)
(ug/1)
(ug/1)
01104
Aluminum
50
140 1
01097
Antimony
50
3
4.3
01002
Arsenic
10
.3
3
01012
Be Ilium
25
1al
01027
Cadmium
2
-3
43
01034
Chromium
5
1
01042
Copper
2
13
3
01051
Lead
10
f- 3
71900
Mercury
0.2
1
4 a
01067
Nickel
10
2-0
Z. 2nI
01147
Selenium
5
1
01077
Silver
5
01092
Zinc
10
t 3
2- IR
II
2. Other inor anics: 1
01007
Barium
500
t 0
00940
Chloride
1000
moo
eo
00720
Cyanide
20
10
4 Lo
00%1
Fluoride
100
► oa
t 100
" if different from quantitation limit target
Analytical Laboratory Re re ntativ
Signed: Date: _°
Facility Operator in Responsible Charge (ORC):
I certify that �rep rt is accur to and complete t knowledge. _
�Qthis
Signed: Date: 7/

12/2B/2009 09:44 9104232212 GALLBERRY CON
w_ Total PAN to be land applied (line n from section II) _
x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x)
NARRATIVE.
PoA (30 Day) 2121100
92�Ib. PAN
alb. PAN
-103 lb. PAN
PAGE 04

Department of Environment and Natural Resources
Project Review Form
Project Number: 12-0009 County: Sampson
Due Date: 8/10/2011
Date Received: 07/14/1011
Project Description: Scoping - Development of a bioethanol production plant located along the
Turkey Highway in the City of Clinton that will produce 20 million gallons per
year of bioethanol
his Froject is being reviewed as indicated be ow:
Regional Office
Regional Office Area
In -House Review
Asheville
✓
Air
Soil & Water
Marine Fisheries
✓ Fayetteville
Water
Coastal Management
✓ Water Resources
Mooresville
✓
Aquifer Protection
✓
Wildlife
✓ Environmental Health
Raleigh
✓
Land Quality Engineer
Wildlife DOT
Solid Waste Mgmt
Washington
✓
Forest Resources
Radiation Protection
Wilmington
Land Resources
Other
Winston-Salem✓
Parks & Recreation
✓
Water Quality
Water Quality - DOT
Air Quality
f
Manager Sign-Off/Region: Date: In -House Reviewer/Agency:
i
Response (check all applicable) t
�o objection to project as proposed. _
Insufficient information to complete review _
No Comment
Other (specify or attach comments)
If you have any questions, please contact:
Melba McGee, Environmental Coordinator at Melba.McGee(aa),ncdenr.gov

10f13i2011 16:01 9104232212 GALLBERRV CON PAGE 03
1M-6drpBaCwn LL"
_atm: Deily RainfalMeekly L-4pon Level Record 2017
r

DEPARTMENT OF ENVIRONMENT AND Project Number
NATURAL RESOURCES 12-0009
DIVISION OF WATER RESOURCES County
PUBLIC WATER SUPPLY SECTION Sampson
Inter -Agency Project Review Response
Project Name USDA-RD/Chemtex Type Scopinp_ - Development of_bioethanol
International Inc of production plant along Turkey Hwy
Project in City of Clinton that will produce 20
million allons per year of ethanol
' The applicant should be advised that. plans and specifications for all water system
improvements must be approved by the Division of Water Resources/Public Water
Supply Section prior to the award of a contract or the initiation of construction (as
required by 15A NCAC 18C .0300et. seq.). For information, contact the Public Water
Supply Section, (919)
733-2321.
❑ This project will be classified as a non -community public water supply and must comply
with state and federal drinking water monitoringt�equirements. For more information the
applicant should contact the Public Water Supply Section, [phone].
If existing water lines will be relocated duringrithe construction, plans for the water line
relocation must be submitted to the Division of Water Resources, Public Water Supply
Section, Technical Services Branch, 1634` Mail Service Center, Raleigh, North Carolina
27699-1634, [phone].
® For Regional and Central Office comments, see the reverse side of this form.
Jim McRight
Review Coordinator
i PWSS
r
.Section/Branch
07/19/2011
Date

10I18J'2011 16:01 9104232212 2� 2 GALLSERRY CON PAGE e2
Murphy -Brown,, 2011
S- daily RainfalllWeekly Lagoon Level Record
rarm: 1
January .. .....,._ ._..._ .:�..... Fresteoard .. ..
see; .._....
C1 edc
, Febivary" _.........._..._ Freeboard
sr1.-,i
MON
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Mon
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March Freeboard
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ski
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_cord ralhfall daily.
If Daily
rainfall
totals t inch ar
rtwatar
initial in bam
that Iamnn
intanri+ii
him
haan
ehr rkwrl.
precipitation is snow, notte as 3 on date.
Retamtio, R4_rfoa; 3 years Pang 1 of 2 Revision a 10115110

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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# 7A Field# Facility Numberl 9
Field Size (vo 5.14
Irrigation Of orator
Owner's Add ess Wildwood Farm Irrigation Of rator's
Steve Tatum Address
Owner's Pbo e # Operator's F hone #
From Waste Utilization Plats
Crop Type Corn Recommen ed PAN
Loading (lbl cre) = (B) 117
(IN (7) M W fail M M Al (M 110) 1111
Lagoon
ID
Date
(mmlddfyr)
Irrigation
Waste Analysis
PAT
(Ib11000 gal)
PAN Applied
(Iblacre)
(8)x(9)
1000
Nitrogen
Batanoe"
(Iblaere)
B 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
Total Volume
(gallons)
(6) x (6) x (A)
Volume
per Acre
(gallacre)
(7)1(A)
B= 117
03124111
B00
1100
180
1
175
31,500
6,128
3.1
19.00
98.00
C
05109111
815
1115
180
1
175
31,500
6,128
3.1
19.00
79.00
PC
05/13/11
830
1130
180
1
175
31,500
6,128
3.1
19.00
60,01
C
05/27/11
800
1130
210
1
175
36,750
7,150
3.1
22.16
37.84
PC
06/17/11
800
1200
240
1
175
42,000
8,171
.�1'
$,
C
00
0
0
0.00
12-51
06
0
0
0.00
12.51
00
0
0
0.00
12.
00
0
0
0,00
1 . 1
00
0
0
OAO
1 .51
00
0
0
0.00
1 1
00
0
0
0.00
12.5
00
0
0
0.00
1 1
00
0
0
0.00
1219,1
00
0
0
0.00
12 1
Crop Cycle
Totals
173,250
33,706
Total PAN
104.49
Operator's Name . Steve Tatum
Number 985731 Operator Signature

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un
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i0
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form For Each Field per Crop Cycle
Tract # 8B Field # Facility Number 9 122
Field Size,(w 1.94
Irrigadon Op anator
Owner's Addi ess Wildwood Farm hriga6on Op arator s
Steve Tatum Address
Owner's Ph e # Operator's F hone #
From Waste Udnzation Plan
Crop Type Cam Reaommen ed PAN
Loading (Ib1 cre = B) 148
[11 f�1 f31 f41 IM fR1 f71 fg3 f41 1101 N i1
Lagoon
ID
Date
(mmlddlyr)
Irri abon
Waste Analysis
PAN'
(Ibfl000 gal)
PAN Applied
(Iblacre)
01 UQ)
1000
Nitrogen
Balance"
(Iblacre)
B - (10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
Total Volume
(gallons)
(5) x (5) x (4)
Volume
per Acre
(gallacre)
(7)1 (A)
B= 148
03/23111
1000
1230
150
1
175
26,250
13,531
3.1
41.95
106.05
C
0510g111
1200
1400
120
1
175
21,000
10,825
3.1
33.56
72.49
PC
05t24111
900
1130
150
1
175
26,250
13,531
3.1
41.95
30,55
PC
175
0
0
0.00
30.65
00
0
0
0.00
30.56
00
0
0
0.00
30.55
00
0
0
0.00
30.55
00
0
0
0.00
30.65
00
0
0
0.00
30.55
00
0
0
0.00
30.55
00
0
0
0.00
30.55
0 D
0
0
0.00
30.55
0 D
0
0
0.00
30.55
00
0
0
0,00
30,55
00
0
0
0.00
30.5-71
Operator's Name
Steve Tatum
Crop Cycle fotals t3,5oe l 37,857 1 Total PAN 1 117.451
Number 985731 Operator Signature

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0
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N
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N
V
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Ln
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crap Cycle
Tract# 8C Field Facility Number®- 122
Field Size (wi 1.92
trrigation Op grator
Owner's Addi ess Wildovood Farm Irrigation Op rator's
Steve Tatum Address
Owneds Pho e # Operator's F hone #
From Waste UUilzatlon Plan
Crop Type Corn Recommen ed PAN
!Loading (Ibl cre) = (6) 148
fit (71 1..11 W 1R) f9% M (Al fAl 11A) 1111
Lagoon
ID
Bate
(mmlddtyr)
Irrigation
Waste Analysis
PANT*
(IbM 000 gal)
PAN Appiied
(Iblacre)
XXID)
1000
Nitrogen
Balance"
(Iblacre)
B 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
#of
Sprinklers
Operating
Flaw
Rate
(galfmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(galfacre)
(7)1(Al
8= 146
05127111
1200
1430
150
1
176
26.250
13,672
3.1
42.38-
105.62
C
06117111
1300
1530
150
1
175
26,250
13,672
-3-Ir
C
1
175
0
0
3
0.00
63,24,
Of
00
0
0
0.00
63.24
00
1
0
0
0.00
63.z
00
0
0
0.00
6 4
00
o
a
0.00
Ef3.24
00
0
0
0.00
SN2,4
00
0
D
0.00
63.2
00
0
0
0.00
63g44
00
0
0
0.00
0.24
00
0
0
0.00
6 4
00
0
0
0.00
63.
00
0
0
0.00
63.
00
01
D
1 0.00
63 4
crop Cycle Totals I 52,500 l 27,344 1 Total PAN I M. t5l
Operator's Name Sieve Tatum Number 985731 Operator Signature

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FORM IRR-2 Lagoon Liquid Irrigation Fields record
One Form for Each Field per Crop Cycle ----��
Tract# l3 Field # Faculty Number
Field Size (w 3.19
Irrigation Op orator
Owner`s Addi ess Wildwood Farm Irrigation Op orators
Steve Tatum Address
Owner's Pho e # Operator`s F hone #
From Waste Utilization Plan
Crop Type Corn Recommen ed PAN
Loading (lbltcre) = (B) 148
(1) (2) (31 (41 (51 461 (7) 0 (M 110) (111
Lagoon
Id
Dale
(rnmlddlyr)
Irrigation
Waste Analysis
PAN'
(lbll000 gal)
PAN Applied
(Iblacre)
fx 9
1000
Nitrogen
Balanoe•"
(Iblacre)
B 10
Weather
Code
Inspection
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
Of
Sprinklers
Operating
Flow
Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre.
(gallacre)
(7)1(A)
B= 146
03/18111
900
1200
180
1
175
31,500
9,875
3.1
30,61
117-39
PC
05110/11
1200
1500
180
1
175
31,500
9,875
3.1
30.61
86.78
PC
05125/11
1330
1530
120
1
175
21,000
6,583
3.1
20.41
66.37
PC
06115111
1230
1530
180
1
175
31,500
9,875
3.1
30,61
35.76
PC
06118/11
830
1130
180
1
175
31,500
9,875
.1-1'
-%-15
PC
00
0
0
3
0.00
15
00
0
0
0,00
5.1
00
0
D
0.00
5 5
00
0
0
0.00
is.15
00
0
D
0.00
5,15
00
0
0
0.00
5.
00
0
0
0.00
yl 5
00
0
D
0-00
C5.15
00
0
D
0-00
5.
00
0
D
0.00
5.
Drop LW- ie -totals I 14/,UUU I 46,Ut32 I total VAN i 14L.bb r
Operator's Name Steve Tatum Number 985731 Operator Signature

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0
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FORM IRR-2 Lagoon Liquid Irrigafion Fields Record
One Form for Each Field per Crop Cycle
Tract # 1QA Field # Facility Number[-, 91 122
Field Size (w 3.37
Irrigation 0 rator
Owner's Addi ass Wildwood Farm Irrigation 0 rator's
Steve Tatum Address
Owner's l e # Operator's hone #
From Waste Utilization Plan
Crop Type Corn Recom men led PAN
Loading (tl cre) = (H} - 148
F11 (21 t31 141 151 l8) (7) l81 I'M llrll 111)
Lagoon
ll]
Date
(fnndddFyr)
Irrigation
Waste Analysis
PAN"
(Ib11000 gal)
PAN Applied
(lblacre)
M x (9]
10130
Nitrogen
Balanca""
(Wacre)
H - 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
#of
Sprinklers
Operating
Flow
Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
perAcre
(gallacre)
(7)1(A)
6= 148
03/19111
730
1130
240
1
175
42,000
12,463
3.1
38.64
109.36
PC
05/10/11
700
1100
240
1
175
42,000
12,463
3.1
38.64
70.72
PC
05f26111
Boo
1100
i80
1
175
31,500
9,347
3,1
28,98
41.75
PC
06/16/11
700
1100
240
1
175
42,000
12,463
>+r
C
00
0
0
.2.5
0.00
�
00
0
0
0.00
3.11
00
0
0
0.00
3.
00
0
0
0.00
1 i
00
0
0
0.00
. 1
00
0
0
0.00
3.1
00
0
0
0.00
341
00
0
0
0.00
.11
00
0
0
0.00
. 1
00
0
0
0.00
341
00
0
.0
1
0,00
311
Operator's Name
Steve Tatum
Crop Gycle totals I lbf.wU I 411J.(J i I IOtar FAN I 144.J
Number 985731 Operator Signature

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N
N
N
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N
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract 9 11 Field # Facility Number
Field Size (vA 4.52
Irrigation OT erator
Owner's Addi ess Wildwood Farm Irrigation OF erat&s
Steve Tatum Address
Owner's Pho e # Operator's F hone #
From Waste UtlIizatlon Plan
Crop Type Corn Recomman ed PAN
Loading (Ibl cre) = (B) 148
r11 f71 r,41 441 fr,1 IM f71 fR1 fG1 f1fn1 f111
Lagoon
ID
Cate
(mmlddlyr)
Irrigation
Waste Analysis
PAN*
(W1000 gal)
PAN Applied
(Iblacre)
(%-K (9)
1000
Nitrogen
Balance`
(Iblacre)
B - 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
' Rate
(galfmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7)1 (A)
13= 14B
03122111
800
1230
270
1
175
47,250
10,454
3.1
36.01
111.99
PC
05/11111
1300
1630
210
1
175
36,750
8,131
3,1
25.20
86.79
C
05/25/11
800
1200
240
1
175
42,000
9,292
3.1
26.81
57.98
PC
06/15/11
800
1130
210
1
175
36,750
8,131
3.1
25.20
32.78
PC
1
175
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
D,00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
00
0
0
0.00
32.78
0 D
0
0
0.00
32.78
Grap UyCle TOWS I 162,750 I 35,007 1 fatal PAN 1 _ 115.22I
Operator's Name Slave Tatum Number 985731 Operator Signature

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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Forth for Each Field per Crop Cycle��,�
Tract # 2 Field # Facility Number
Field Size (w 3.52
Irrigation Or aratoi
Owner's Add i ess 'Nldwood Farm Irrigation Or arator's
Steve Tatum Address
Owner's Phu e # Operator's F hone #
From Waste UtllizaUon Plan
Crop Type Soybeans Recommen ed PAN
Loading (lb! cre) = (B) 180
fit (2) f31 (4) r51 161 f71 f81 (9) f10] f111
Lagoon
Ill
Date
(mm/ddlyr)
Irrigation
Waste Analysis
PAN"
(IbM000 gal)
PAN Applied
(lwacre)
0)
10130
Nitrogen
Balance"
(Iblacre)
B 10
Weather
Code
Inspections
(initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
Not
Sprinklers
Operating
Flow
Rate
(galhnin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7)1(A)
B= 180
07120111 -
1100
1230
90
1
175
15,750
4,474
2.3
10.29
169.71
PC
1
175
0
0
0.00
169.71
1
175
0
0
0.00
169.71
1
175
0
0
0.00
169.71
1
175
0
0
D. 00
169.71
1
175
0
0
0.00
169.71
-
1
175
0
0
O.DO
169.71
00
0
0
0,00
169.71
00
0
0
0.00
169.71
00
0
0
0.00
169.71
00
0
0
0.00
169.71
00
0
a
0.00
169.71
00
0
D
0.00
169.71
00
0
D
0.00
169.71
00
0
0
0.00
169.71
crop Gycie lotais 1 15,750 J 4,474 1 natal f'AN I 1U.291
Operator's Name Steve Taturn Number 956731 Operator Signature

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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# 4A Field# Facility Number
Field Size {w 5.12
Irrigation Operator
Owners Add ess Wildwood Farm Irrigation Op eratof's
Steve Tatum Address
Owner's Pha e # Operators hone #
From Waste Utilization Plan
Crop Type Soybeans Recommerl ed PAN
i I Loading (lbt cra) = B 180
f11 171 !A1 (41. !F1 IM M IRI 14) r1111 H 11
Lagoon
ID
Date
(mmlddfyr)
Irrigation
Waste Analysis
PAN'
(Ib(l000 gal)
PAN Applied
(Iblacre)
(B1 x (91
1000
Nitrogen
Balance"
(Iblacre)
S . 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Ffow
Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(galfacre)
(7)1(A)
B= 180
07/19111
1000
1130
90
1
175
15,750
3,076
2.3
7.08
172.92
PC
08/14/11
800
1130
210
1
175
36,750
7,178
2.3
16.51
156.42
PC
1
175
0
0
0.00
156.42
1
175
0
1 0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0,00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
1563.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
00
0
0
0.00
156.42
Crop Cycle Totals 1 52,500 I 10,254 1 Total PAN 1 23.58�
Operator's Name Number Operator Signature

OD
W
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CIA
N
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FORM iRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Traci # 4B Field it Facility Number
Field Size (w 5.77
Irrigation OF arator
Owner's Add ess Wildwood Farm Irrigation Of Brator's
Steve Tatum Address
Owner's Pho e # Operators F hone #
From Waste Utlllzation Plan
Crop Type Soybeans Reccrnmen ed PAN
Loading (Ibl cre)= (B 180
r1) 01 (:1) (4) f51 ffi (7) f81 f% 11M (11)
Lagoon
ID
Date
(mm/ftyr)
Irrigation
Waste Analysis
PAN'
(lb)1000 gal)
PAN Applied
(INacre)
(8A(9)
1000
[Nitrogen
Balance"
(Iblacre)
B - 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gaVrnin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallac re)
(7)1(A)
B= 1 t30
07/19111 "
1200
1330
90
1
175
15,750
2,730
2"3
6.28
173.72
PC
1
175
0
0
0.00
173.72
1
175
0
0
0.00
173.72
1
175
0
0
0.00
173.72
00
0
D
0.00
173.72
00
0
0
0,00
173.72
00
0
0
0.00
173.72
00
0
0
0.00
173.72
00
0
0
0.00
173"72
00
0
0
0.00
173.72
00
0
a
0.00
173.72
00
0
0
0.00
173.72
Da
0
0
0.00
173.72
00
0
0
0.00
173.72
00
0
0
0.00
173.72
77
Crop Cycle Totals _15,150 ) 2.130 1 Total PAN 1 6.285
Operator's (Name Steve Tatum Number 985731 Operator Signature

N
N
N
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N
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m
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FORM IRR-2
Lagfson Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# 1,2,374A&B
Field #
Facility Number
Field Sire 20.95
Irrigation Or orator
Owners Add ess
Wildwood Farm
Irrigation Q orator's
-
Steve Tatum
Address
1
Owner's Pho e #
Operator's F hone #
_ 1(
From Waste Utilization Plan
Crap Type
Wheat
Recommen ed PAN
Loading (lbl cre = S) 156
�
M f21 f31 (4)
(5) f61
(7) fal f9l f161 rill
Lagoon
ID
Date
(mmldd"
tri1plation
Waste Analysis
PAN"
(I0000 gal)
PAN Applied
(Iblacre)
A M
1000
Nitrogen
Balance"
(Iblacre)
B 1D
weather
Code
Inspeclions
(Initials)
Stars
Time
End
Time
Total
Minutes
(3) - (2)
#.of
Sprinklers
Operating
Flow
Rate
(gallrnin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7) I (A)
B = 156
ERWA
08124111
915
1555
400
1
875 1
350,000
16,706
2.3
38.42
117.58
C
AERWAJ
09102/11
845
1445
360
1
875
316,000
15,036
2.3
34.58
82.99
C
AERWAJ
09/12111
930
1545
375
1
880
330,000
15,752
2.3
36.23
46.76
C
00
0
0
0.00
46.76
00
0
0
0.00
46.76
OD
0
0
0.00
46.76
OD
0
0
0.00
46.76
00
0
0
0.00
46.76
00
0
0
0.00
46.76
04
1 0
0
0.00
46.76
0o
0
0
0.00
46.76
00
0
0
0.00
46.76
00
0
0
0.00
46.76
00
0
0
0.00
46.76
00
0
1 0
0.00
46.76
Drop r-ycie totals I veb,= J 4/,494 1 1otal PAN I - 111.119.241
Operator's Name Steve Tatum Number 985731 Operator Signature

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ry
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract$1 1 Field # Facility Number
Field Size (w 2.8
Irrigation Op irator
Owner's Addi less Wildmod Farm Irrigation Op aarator's
Steve Tatum Address
Ownef s Ph* # Operator's F hone #
From Waste Utilization Plan
Crop Type Wheat Reoommen ed PAN
Loading (Ib1 cre) _ (B) 156
(1) t21 f31 (4) (51 f61 171 r81 !91 f101 (111
Lagoon
10
Date
(mmlddty*
Irri aticn
Waste Analysis
PAN*
(ibf10C0 gal)
PAN Applied
(Iblarre)
a-xU9j
1000
Nitrogen
Balance"
(lb/acre)
8 - (10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gaVmfn)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
perAcre
(gallacre)
(7)1(A)
B= 156
09/07/11
1600
1730
90
1
175
15,750 1
5,625
2.3
12.94
143.06
PC
1
175
0
0
0.00
143.06
00
0
0 i
0,00
143.06
00
0
6
i 0,00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
Oa
0
0
0.00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
00
0
0
0.00
143.06
00
a
a
0.00
143.06
J.
ao
1
a
1 0
1 0.00
143.06
crop c:ycre I otals 1 bb,75U J b,Ub I Tdtat I -AN 1 12.94
Operator's Name Sieve Tatum dumber 958731 Operator Signall Lire

C9
0 FORM IRR-2
rl
Ln
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(D
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1-1
f1)
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # BC Field A Facility Number®- 122
Field Size (w 3.17
Irrigation Op orator
Owner's Add m Wildwrood Farm Irrigation Op eratoi"s
Steve Tatum Address
Owner's Pho a tf Operator`s F hone 0
From Waste Utilization Plan
Crop Type Wheat Recommen ed PAN
L - — I Loading (IbJ cre) = B) 144
f2) f31 (4) (51 M) (7) 1`81 M (101 fill
Lagoon
ID
Date
(mmlddtyr)
Irrigation
Waste Analysis
PAN"
(lbJ1400 gal)
PAN Applied
(IbJacre)
(-8)_x U
1000
Nitrogen
Balance"
(Vacre)
B 14
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(galfmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
perAcre
(gallacre)
(7)1(A)
B= 144
09107111
1100
1530
270
1
175
47,250
14,905
2.3
34.28
109.72
PC
—1
$p
1
175
000
00
0
0
0.00
1 .72
00
0
0
0.00
109.
00
0
0
0.00
109.7
00
0
0
0.00
109.72
00
0
0
0.00
10 . 2
00
0
0
0.00
11.72
00
0
0
0.00
149.72
00
0
0
0,00
10 .
00
0
0
0.00
109.72
00
0
0
0.00
109.7
00
0
0
0.00
10 . 2
Go
0
0
0.00
10 .72
00
0
0
0.00
1 109.
crop Cycle totals 1 41,250 I 14,905 I Total PAN 1 34.281
Operator's Name Number Operator Signature

N
N
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U
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N
CV
CV
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CV
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FORM IRR-2 Lagoon Liquid Irrigation Fiefds Record
One Form for Each Ffeld per Crop Cycle
Traci # 7A Field # Facility ?Dumber
Field Size (w 5,14
Irrigatfon Or orator
Owners Add i ess Wildwood Farm Irrigation Or Bratoes
Steve Tatum Address
Owner's Pho e # Operator's f hone #
From Waste Utilization Plan
Crop Type Wheat Reoommen ed PAN
Loading (Ib! cre) = 13 144
M r71 M f41 f51 f51 (7) Al 191 r1M M1
Lagoon
ID
Date
(mmlddtyr)
Irrigation
Waste Analysis
PANE'
(lb(1000 gal)
PAN Applied
(Iblacre)
M x 9
1000
Nitrogen
Balance".
(lb/acre)
13 - 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gatfmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gaVacre)
(7)1(A)
B= 144
09108/11
1100 1
1500
240
1
175
42,000
8,171
2.3
18.79
125.21
PC
09M2111
1300
1730
270
1
175
47,250
9,193
2-3
21.14
104.06
PC
00
0
0
0.00
104,06
00
0
0
0,00
104.06
00
0
0
0.00
104.06
00
0
0
0.00
104,06
00
0
0
0,00
104,06
00
0
0
0.00
104.06
00
0
0
0.00
104.06
00
0
0
0.00
104.06
00
0
0
0.00
104.06
00
0
0
0.00
104.06
00
0
0
0,00
104.06
00
0
0
0.00
104.06
00
0
0
O.oO
104.06
Crop Cycle Totals 1 89,250 I 17,364 1 Total PAN 1 39.94�
Operator's Name Number Operator Signature

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CV
l,J
U'
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CL
CV
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N
N
rn
N
,Zr
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m
N
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # 7B Field # Facility Number
Field Size (vo3.66
Irrigation Or erator
Owners Add ss Wildwood Farm Irrigation Or erator's
Steve Tatum Address
Owner's Pho e 4 Operator`s f hone #
From Waste Utilization Plan
Crop Type Wheat Recomman ed PAN
Loading (lbl cre)= B 144
(1 t, r2i rs� 14) r51 (6) r7i rati ray ri M (ill
Lagoon
ID
Date
(mmlddtyr)
irrigation
Waste Anaiysis
PAN*
(IN1000 gal)
PAN Applied
(lblacre)
Lg7�1.
1000
Nitrogen
Batance""
(Iblacre)
8 - 10
B= 144
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(galtmin)
Total Volume
(gallons)
(8) x (5) x (4)
Volume
perAcre
(gal(acre)
(7)1(A)
09/08111
1530
1830
180
1
175
31,500
8,607
2.3
19.80
124.20
PC
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0A0
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0 1
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
0.00
124.20
00
0
0
1 0.00
124.20
Crop Cycle Totals I 31,5uu 6,607 � TOtal PAN ) IFjmul
Operator's Dame Steve Tatum Number 985731 Operator Signature

v
N
W
a
IL
N
N
N
N
m
Cn
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# $B Facility acilityNumber��
Field Size (w 1.94
Irrigation Op erator
Owner's Add ass Wildwood Farm Irrigation Operator's
Steve Tatum Address
Owner's Pho e # Operator's F hone #
From Waste Utlllzatlon Plan
Crop Type Wheat Recommen ed PAN
Loading (IbJ cre) = B) 156
ill 121 131 W (5) 181 (7) i91 49) M31 111)
Lagoon
ID
Date
(mmfdd(yr)
Irrigation
Waste Analysis
PAN:'
(Ibi1000 gal)
PAN Applied
(Iblacre)
(&j x (9)
1000
Nitrogen
Balance"
(Iblacre)
B - 00
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3)- (2)
#of
Sprinklers
Operating
Flow
Rate
(gaflrnin)
TatalVolume
(gallons)
(6) x (5) x (4)
Volume
perAcre
(gavacre)
(7)1(A)
B= 156
09106/11
1300
1500
120
1
175
21,000
10,825
2.3
24.90
131,10
PC
1
175
0
0
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0,00
131.10
00
0
D
0.00
131.10
00
0
0
0.00
131.10
00.
0
D
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0.00
131.10
00
0
D
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0.00
131.10
00
0
0
0.00
131.10
Operator's Name
crop Cycle Totals I 21,000 J 10,826 i Total PAN i 24.90I
Steve Tatum Number 985731 Operator Signature

Lo
N
W
a
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CV
N
N
m
N
FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# 9 Field# Faodlity Number 9 - 122
Fisid Size {w 319
Irrigation Op erator
Owner's Addi ess Wildwood Farm Irrigation Of erator's
Steve Tatum Address
Owner's Pho e # Operator's f hone #
From Waste Utilization Plan
Crop Type Wheal Recommen ed PAN
Loading (Ibl cre = (B)156
f11 f2f f3l 141 f51 (6) 17) fA1 M (lfri 111)
Lagoon
ID
Foote
(mrnldd(yr)
Irrigation
Waste Analysis
PAN`
(Ibf1000 gal)
PAN Applied
(Vacre)
(a) -La a
1000
Nitrogen
Balance"
(IWacre)
B - 10
Weather i
Cade
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
#of
Sprinklers
Operating
Flow
Rate
(galimin)
Total Volurne
(gallons)
(6) x (5) x (4)
Volume
pwAcm
(galiacre)
(7)1(A)
B= 156
09105/11
800
1245
285
1
175
49,875
15,635
2,3
35.96
120.04
PC
09114111
800
1230
270
1
175
47,250
14,812
2.3
34.07
85.97
PC
00
0
0
0.00
85.97
0fl
0
0
0.00
85.97
OU
1 0
0
0.00
85.97
00
0
0
0. DO
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
00
0
0
O.DO
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
00
0
0
0.00
85.97
Operator's Name
Steve Tatum
UrCP CyCle I =16 I - ` t,11J I 3U,44 / I 10121 I -AN I f U.UJI
Number 985731 Operator Signature

LD
N
W
a
LL
cv
N
N
N
V
CD
m
FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form For Each Field per Crop Cycle
Tract# 10A Field # Facility Number g - 122
Field Size 3.37
irrigation Or erator
Owner's Adoll ass Wildwood Farm Irrigation Oorator's ».
Salve Tatum Address
Owner's PhD e # Operators F hone #
From Waste Utilization Plan
Crop Type Wheat Loading
ed PAN
Loading (lb/ cre) = (B) 156
M (2) (3) (4) i51 181 (71 (B) 491 1141 111)
Lagoon
ID
Cate
(mmlddlyr)
Irri alion
Waste Analysis
PAN"
(Ib11000 gal)
PAN Applied
(lb/acre)
(8j%
1000
Nitrogen
Balance"
(Iblacre)
B) - 10
Weather
Code
InspectiDns
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flaw
Rate
(gal min)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
perAcre
(gallacre)
(7) 1 (Al
B= 156
09105111
1425
1745
200
1
175
35,000
10,386.
2.3
23.89
132.11
PC
09/14111
1300
1700
240
1
175
42,000
12,463
2.3 128.66
103.45
PC
00
0
0
0,00
103.45
00
0
0
0.00
103.45
00
0
0
0.00
103.45
00
0
0
0.00
103.45
00
0
0
0.00
103.45
00
0
0
0,D0
103.45
00
0
0
D.D0
103.45
00
0
D
0.00
103.45
00
0
D
0,00
103.45
00
0
0
0.00
103.45
00
0
0
0.00
103.45
00
0
0
0.00
103.45
00
0
0
0.D0
103.45
Operator's Name
crop cycle I orals 1 / 1,000 - 1 Z;e,MV I ! otal PAN 1 *z.5�
Number Operator Signature

r-
C4
Ld
0
a
IL
CV
N
CV
M
N
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FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Farm for Each Field per Crop Cycle
Tract # 11 Field # Facility Number
Field Size (w 4.52
Irrigation Operator
Owner's Addi ess Wildwood Farm Irrigation Q eratof's
Steve Tatum Address
Owner's Pha e # Operator's Rhone #
From Waste Utilization Plan
Crop Type Wheat Recommen ed PAN
Loading (lbt cre) = a 156
f15 0) (% rdl tM rr) M (R) t-M 110) 111l
Lagoon
10
Date
(rnmlddlyr)
lrri ation
Waste Analysis
PAN'
(lb11000 gal)
PAN Applied
(Iblacre)
0) x (fl)
1000
Nitrogen
Balance"
(Iblacre)
B - 10
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7) l (A)
9= 156
09/06111
800
1130
210
1
175
36,750
8,131
2.3
18.70
137.30
PC
09/15/11
900
1400
300
1
175
52,500
11,615
2.3
26.71
110.59
PC
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.06
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
110.59
00
0
0
0.00
11 o.59
oo
0
0
0,00
110.59
Operator's Name
Drop L;Vcle Totals I t %Zw ) 11d,144 1 Total FAIN I 4ty_411
Steve Tatum Number 985731 Operator Signalure

HIGH FREEBOARD NOTIFICATION FORM
Staff please retain your original and place a copy in the High Freeboard Notification
Box located in Richard Canady's office.
Person Receiving Notification lq,4-�—
Facility Number 09 - 12_7- Date Received Fib 7, -zo/O 5A-cl'7
Farm Name W !d vso ocd Fo.YAS Time 1p ; III a f„;_
Caller's Name K-4-L , Bar-KC-l-
Caller's Telephone Numbers
Home#
Farm #
Cell# WD , & 2'Ll, 60741
Pager#
For all callers PLEASE obtain a phone number where they can be reached at any time.
(Cell phone numbers, home phone numbers, farm phone numbers, pager numbers)
Tell the caller that a member of the CAFO unit or Paul Rawls will contact them as soon
as possible.
Freeboard (in inches)
Lagoon # 1 15. a Lagoon # 4
Lagoon # 2 Lagoon # 5
Lagoon # 3 Lagoon # 6
Do not instruct the caller on the action they should take. That is up to the caller. Remind
them that they are to remain in compliance with their Permit and Waste Utilization
Plan.
Make the caller aware that you are assigning a tracking number to their call. Give the
caller the tracking number and tell them to use this number for all future contacts about
this particular incident and when they call back reporting they are back into compliance.
High Freeboard Level Tracking Number is
Thank the caller for their cooperation.
*Water Quality Staff Only*
If the caller indicates that the lagoon level is <12 inches, contact one of the CAFO staff
AND Paul Rawls. Do not leave a note, 'e-mail or voicemail without contacting the
CAFO staff AND Paul Rawls directly on any report of <12 inches.
Treat any report of <12 inches as an emergency event.
*CAFO STAFF ONLY* QQ//
Establish a Filemakerl BIMs Entry number for this report. �'� 0 v �D N
Print the Filemakerl BIMs Entry and attach it to this form.

4rch Ala - ;-700,9'032?_-_7Y Page I of 2
LNG �N
A445- () C
0
Q.
Incident Incident Freeboard Levels Events Related Incidents
Detailsl Details2
Incident Type:Non-Compliance Reporting Incident Number :F?5_5
Category: I APS - Animal
Started Date/Time 112/28/2009 04:14 pm
County: 'Bladen Farm 090
Decimal DD:MM:SS
Latitude: 'I Position Accuracy:. —Select Value —
Longitude:; Position Method: —Select Value —
Position Datum: —Select Value— 93
Reporting Person: El Anonymous
First Name : Kathy Address:
Middle Name:
Last Name :'Barker City
State/Zip
Phone [phone] Cell/Pager:
Location of the Inci&nt Lagoon High Freeboard 09-122 Facility
Address:
City/State/Zip: �,�Clarkton
Cause/Observation of . the incident �irections
WX
waste level 2 inches into red,
Action Taken Comments/Findings -
.Kathy Barker indicated she called
t24-hour reporting number the prev:
� V2
Water Supply Wells within 1500ft : 0
Surface Water Impacted (D Yes 0 No @) Unknown Groundwater Impacted: 0
Waterbody :'---Select Value---
Waterbody (Other): Conveyance: [�E
Report Received By : Barnhardt, Stephen A. RO Contact: Re)
Phone : [phone] Phone
(911
.12/,
k-. -
http://bims.enr. state. ne.us: 700 1 /createFreeboardLevel s.do 2/11/2010

1
encies
Page 1 of 1
Incident Incident Freeboard Levels Events Related Incidents Action History
Details] Details2
Incident Type: Non -Compliance Reporting Incident Number: 20090322P
Date/Time : 12/28/2009 04:14 pm Farm #: 090122
County: Bladen City : Clarkton
Freeboard Levels
Delete Waste Structure Waste Structure Freeboard
Type Identifier (inches)
-Select Value— --#—
�Atl� =Delete_
Finish= Cancels
Plan Due flan Date/Time
Date/Time Received Freeboard
Date/Time Level OK
bttp:l/bims.enr. state. nc.us:7001/maintainlncident1.do 2/11/2010

GALLBEP,RV CON PAGE 01
113 f 1 of 2011 16: 01 9104232212 - — -
5W Branton Road
Hope Mills NC 28UB
LM
Galiberry Consulting
Services
To: Steve Guyton at DWQ/FRQ
From:
Kathy Barker
Faw 91 D-486-0707
Pages:
30
Phmw,. 910-433-3300
Date:
10/19/201 1
Re: Wildwood info
CC:

DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PUBLIC WATER SUPPLY SECTION
Inter -Agency Project Review Response
Project Name USDA-RD/Chemtex Type of
International Inc Project
Comments provided by. -
Regional Program Person
® Regional Supervisor for Public Water Supply Section
❑ Central Office program person
�-
Name Debra Heno °-Fa yetteville RO Date
Telephone number: f b _ 3j _ t
Program within Division of Water Resources:
❑ Public Water Supply
❑ Other, Name of Program:
Response (check all applicable):
❑ No objection to project as proposed
❑ No comment
❑ Insufficient information to complete review
❑ Comments attached
[� See comments below
-Project Number
12-0009
County
Sampson
Scoping - Development of
bioethanol production plant
along, Turkey Hwy in City of
Clinton that will produce 20
million gallons per year of
ethanol
CSi8` /a 5 �zc; t i
M
��?
���;--""�Is�;a���,-�sr }ate::•
EMEMMEr GON offich
{CS ' c'n ri , j�V-C- f 1 i/� i'� i, l� - E'- it �- f -e i• �"�
� t
W Lkj + r i­e \t
`�! t. -{'ice C v1 - �- cx �., n
Keturn to:
Public Water Supply Section Environmental Review Coordinator for the
Division of Water Resources

10/18/2011 16:05 9104232212 GALL$ERRY CON PAGE 01
NUTRIENT MANAGEMENT PLAN
Growe(s):
Farm Name:
Farm Type_
Farm Capacity:
storage Strxx um.
storage Period:
Application Meted:
Altmrt Shaw -
Wlid PxW Farms
Bladen
Feed -Fin
48M
Anaerobic Lagoon
180 days
Irrigation
r
The waste from your animal facer must be land applied at a specMed rate to prevent pollution
of surface water andfor groundwarter. The plant nutrients In the animal waste should be used
to reduce the amount of comnwml ferigm requimd for the crops in the fields where the waste
is to be applied_
`his waste utiftatbn plan uses nitrogen as the limiting nutrient. Waste should be analyzed
--oefore each spplcatlan cycle. Annual sail tests are strop* encouraged so that all plant
nutrients can be balanoed for realistic yields of the crop to be grown.
Several factors are important In implementing your waste utir¢ation plan to order to nwdmize
the feffiner value of the waste and to ensure that it is apprred In an env!onmentE* sale rnarrner:
1. Always apply waste based on the needs of the crop to be gmwn and the nutrient
content of the wage. Do rat apply more n&*,vn titan the crop can utlltce.
2. Sail types are important as they have different infdration rates, leaching potantieds.
cation exdmW capes, ox! available wader holding capacities.
I Ncrrrra4 waste OW be a to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
Mess than 10 tarts per acne per year priding that adequate fitter sires are estabrahed.
4. Do not appiy waste on saturated soils, when it is raining, or When the surMw is from.
Either of these condfions may result in runoff to surface waters which is not akwied
under DWQ reguladans.
Pane" -1

10/18/2011 16:05 9104232212 GALLBERRY CON PAGE 02
5. Wind cordons should also be considered to avoid drift and downwind odor
probleMS-
6. To mamaimize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more ffm
30 days prior to PiannB a crop or f breaidng darrnancy- Injecting the waste or
cftking will conserve nos and reduce odor problerns.
This plan is based on the waste motion method shown above. If you choose to change
methods in the future, you need to revise this plan_ Nutrient levels for rd .nt aWicabon
methods are not the saw.
The estimated acres needed to apply the anWW waste is based on typical nutrient oontent
for this type of faaTdy. In some rases you may want to have plant analysis mrade, which could
allow addIonal waste to be applied. Provisions shad be made for the area nux ving waste to
be flexile so as to accommod®te dtanging wee analysis content and crop type. urns must
be appked to mWntaln pH in the optimum range for specific crop production.
This waste urn plan, N canted out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Envk onmentW nert Commission.
AMOUNT OF WASTE PRODUCED PER YEAR j gallons, ft3, tans, etc.):
48M animals X W5.50 gaVanimaltyear =
4730400 gallons
AMOUNT OF PLANT AVAiLAHLE NITROGEN PRODUCED PER YEAR jibs):
48W animals X 2.30 lbsianim ilyew
11,040.00 lbs
Applying the above amount of waste is a big job. You should plan time and have appmprWe
equipment to apply the waste in a timely manner.
The following acreage wig be needed for waste appkathn based on the crup to be awn,
sad type, and surface applesion.
Pie- 2

m
m
w
IL
RM
2;
N
CV
M
CV
V
CD
CD
FORM IRR-2 Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract# 6C Field # Facility Number-91 122
Field Size (w 3.17
Irrigation Op sratof
Owner's Add i ess Wild'wood Farm Irrigation Op orators
Steve Tatum Address
Owner's Pho e # Operators hone #
From Waste Utflizadon Plan
Crop Type Corn Recommen ad PAN
Loaning (ibr re) = (B) 142
rig 191 rati rep r.X;s (A� r71 rRI (Q) riot 111�
I
Lagoon
Ill
Date
(mmlddlyr)
Irrigation
Waste Analysis
PAN'
(b1000 gal)
PAN Applied
(Iblacre)
(B) x f91
1000
Nitrogen
Balance"
(Iblacre)
B - 10
Weather
Code
Inspections
(Initials)
start
Time
End
Time
Total
Minutes
(31- (2)
# of
Sprinklers
Operating
Flash
Rate
(gallmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gallacre)
(7)1(A}
5= 142
03/17111
1100
1400
180
1
175
31,500
.9,937
3.1
30.80
111.20
PC
03125111
1000
1300
180
1
175
31,500
9,937
3.1
30,80
80.40
C
05112/11
900
1030
90
1
176
15,750
4,968
3.1
15.40
64.99
PC
05/26111
1230
1530
180
1
175
31,500
9,937
3.1
30.80
34,19
PC
06116111
1230
1530
180
1
175
31,500
9,937
—3-4,-
PC
00
0
0
0.00
33
00
0
0
0.00
3.38
00
a
0
0,00
3.3
00
1 0
0
0.00
3.18
00
0
0
0.00
3.
00
0
0
0.00
3.3
00
0
0
0.00
. 8
00
0
0
0.00
.38
00
0
0
1 0.00
3. 8
00
0
0
1
1 0.00
3,3
Grop Cycle Totels i 141,750 i 44,716 1 Total PAN i 135.62�
Operatods Name Steve Tatum Number 985731 Operator Signature

10/18/2011 16:05 9104232212 GALLBERRY CON PAGE 03
Field
Hyd. I
Soil
Type
Crop
Code
Yield
JAc
Ibs N
lunrt
Aries
Lb8 NIAc
Residual
Lbs N
/Ac
ibe N
red
Time to
10
1
ExA
D
125.0
1.25 j
2.80
20.0
136.3
381.50
Mar -July
10
-2
ExA
N
65.0
2.40 1
3.52
20.0
130.0
478.72
&.40
10 I
2
ExA
O
45.0
4.00
3.52
180_0
633.60
Jun-S
1
10
-3 1,
ExA
N
65.0
Z40
3.74
20.0
� 136.0
508.64
S-April
j 10
3
ExA
O
45.0
4.00
3.74
180.0
673.20•
Jun-S
10
4A
ExA
D
125.0
1.25
5.12
20.0
136.3
697.60
Mar -July
3 10
4B
ExA
D
125.0
1.25
5.77
20.0
136.3
786.18
Mar -July
t 9
5
GbA
D
135.0
1.25
2.10
-20.0
148.5
312.38
Mar -July
i 9
6A
GhA
D
135.0
1.25
2.58
20.0
140.8
383.78
Mar -July
11
6B
AyB
D
130.0
1.25
1.52
20.0
142 5
216.80
Mx -July
11
SC
AyB
D
130.0
1.25
3.17
20.0
142.5
451.73
Ma"uly
7
-r7A
NoA
N
60.0
2.40
5.14
WO
740.16
SAW
j 7
7A
NuA
Q
35.0
4.00
5.14
140.0
719.60
Jun-S
7
h76
NoA
N
60.0
2.40
3.66
144.0
527.04
$- April
j 7
7B
NC A
O
35.0
4.00
3.65
140.0
512.40
Jun-S
6
7C
NoA
D
110.0
1.25
2.78
20.0
117,5
328.65
Mar -July
8
--SA
GbA
N
65.0
2.40
1.20
156.0
187.20
S April
s
8A
GIAA
O
' 40.0
4.00
1.20
160.0
192.00
Jun-S
8
-813
GbA
N
66.0
2.40
1.94
156.0
302.64
S-April
8
8B
C"
O
40.0
4.00
1.94
160.0
310.40
Jun-S
8
-8C
GhA
N
65.0
2.40
1.92
156 0
299.52
S*44
.8
8C
GhA
O
40.0
4.00
1.92
160 0
307.20
Jun-S
5
-9
GbA
N
65.0
2.40
3.19
156.0
497.64
f S-ApF0
5
9
Gt A►
O
( 40.0
4.00
3.19
160.0
510.40
I Jun-S
5
-10A
GbA
N
65.0
2.40
3.37
156.0
525.72
Sow]
5
10A
GbA
O
40.0
4.00
3.37
160,0-
53820
Jurt-S
14
-1013
Gb k
j N
165.0
2.40
2.18
156.0
340.08
5-AArh
i 14
10B
l GbA
O
40.0
4.00
2A8
160.0
348.80
J�
4
-11
4 GbA
N
65.0
2.40
4.52
56
1.0
705.12
4
11
GhA
O
40.0
4.00
4.52
180.0
723.20
jun-S i
Testa#
, 6021
14138.87
Available N
`Mf ference
11040.00
-,3098.87
i Fieid
' Hyd,
soil=C=oftl�
T
ld
c
ibs N
t !unit
Acres
Lbs WAc
Rookli alt
i Lbs N
1Ac
lbs N
RoMfired
Time to
10
i -1
ExA
N
65.0
2.40
2.80
156.0
436.80
S April
10
1
ExA
O
45.0
4.00
2.80
180.0
504.00
i Jun-S
f 10
i 2
ExA
D
125.0
1.25
f 3.52
20.0
+ 135.3
479.60
i M&I-July
10
3
ExA
D
125.0
1.26
3.74
20.0
l 136.3
509.58
Mar -July
10
-CIA
ExA
j N
65.0
2.40
5.12
1156.0 1798.72
f
S-ApA
Dana• R

10/18/2011 16:05
9104232212
GALLBERRY CON
PAGE 04
I
10
4A
EXA
O
45.0
4.00
5.12
10
-48
EXA
� N
65.0
2.40
5.77
10
4B
ExA
0
45.0
4.00
5.77
9
-5
GIIA
N
65.0
2.40
2.10
9
5
GbA
0
40.0
4.00
2.10
9
-6A
GbA
N
65.0
2.40
2.58
9
aA
GI A
0
4Q0
4.00
2,58
11
--8B
AyB
N .
00.0
2.40
1.52
11
BB
AyB
O
45.0
4.00
1.52
11
-6C
AyB
N
60.0
2.40
3.17
11
6C
AyB
0
45.0
4.00
3.17
7
7A
NaaA
D
11&0
1.25
5.14
20.0
7
7B
Nc A
D
110.0
1.25
3.68
20.0
6
-7C
NaA
N
60.0
2.40
2.78
6
7C
NaA
O
35.0
4.00
2.78
8
8A
GbA
D
135.0
1.25
1.20
20.0
8
88
GbA
D
135.0
1.25
1.94
20.0
8
8C
GbA
D
135.0
1.25
1.92
20.0
5
9
GbA
D
135.0
1.25
3.19
20.0
5
10A
GbA
D
135.0
1.25
3.37
20.0
14
1013
GtA
D
135.0
1.25
2.18
20.0
4
11
GbA
D
135.0
1.25
4.52
20.0
Available N
*Dlfterence
180.0
921.60
Jun-S
156.0
900.12
S "
180.0
1038.60
Jun-S
156.0
327.60
S-Ap rd
160.0
336.00
Jun-S
158.0
402-48
S-Aprd
160.0
412.80
Jun-S
144.0
218.88
SAW
180.0
273.80
Jun-S
144.0
456.48
Sn"
180.0
570.60
Jun-S
117.5
603.95
Mar -July
117:5
430.05
Mar -July
144.0
400.32
S-April
140.0
389.20
Ju"
148.8
178.50
Mar July
148.8
288.68
MaarJuly
148.8
285.80
Mar -July
148.8
474.51
Mar -July
148.8
501.29
Mar -July
148.8
324.28
Mar -July
148.8
672.35
Mar -July
11040.00
-1155.28
-Indicates that this field is being overseeded (i.e. b terpkWed) or winter annuals fallow summer
annuals.
*A negative number reins the tctW Ibs of additknal nitrogen needed to achieve yields on
acme fisted in CharL A positive numbW mans addAKMI acreW is required tD utifte the
nitrogen produced by the farm.
NOTE:
This pit does not me We con nserckd ferftw The farm should produce adequate plant
available nkrogen to satidty the requiremrds of the crolm Used above.
The appk*W Is cautioned that P and K may be over applied while rnee" the N requirements.
In the future, regulations may requke fps in smo parts of North Cara to have a nutrient
manacgnrrtent purr that awes all nutrients. Thm pW only adtir'esses nknX en.
in interplanted fields (i_e. srnall grain, etc, b terseeded in bermuda), forage rnust be removed
`ugh grazrng, hay, andlor silage_ Where gnvJng, -Piertts should be grazed when they
Pane: 4

10I18i2011 16:05 9104232212 GALLSERRY CON PAGE 05
retch a height of six to nine Itches_ Cattle should be removed when plants are grazed to a
height of four inches. In fle#ds where small grain, mac, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially 49e In the samm (Le.
April or May). Shaft may rem ft if errs get gets too high and this wW defmately Interfere
wfh stand of bemtudagr888_ This loss of stand will resuk in reduoed yle4ds and less nId' W
being utilized. Rahor than CLOing small grain for hay or side just before heading as is
the normal sit, you are encouraged to cut the small grain earlier. You may wart to
consider harvesting hay or sllaW two W three times during the season, depending on the
tirtte small gram is planted in the fall.
The ideal time to htcerplant small grain, etc, is late September or early October . 'ling is
recommended over bra- Ber%%%KbKVass should be grazed or cut to a height of
about two inches before drilling for best resins.
The following legend explains the crop codes listed in the table above:
A Barley
B Hybrid Ek mrtudagrais - Grazed
C Hybdd Bermuda[gress - Hay
D Cant - Grain
E Com - Maw
F Cotton
G Fescue- Grazed
H Fescue - Hay
l Oats
J Rye
K Small Grain - Grazed
L small Grain - Hay
M Grain Sorghum
N Wheat
0 Soybean
Lb". utiltp d / unit old
1.6 lbs N / bushel
50 Ibs N / tors
50 lbs N / ton
1.25 lbs N ! bushel
12 lbs N / tort
0.12 ibs N / ft Ent
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
s0 lbs N I acre
2.5bbsN1cwt
2.4 lbs N I bushel
4.0lbs N/bus"
Acres shown in the preceding tattle are considered to be the usable acres excluding
requbW buffers, Etter strips along dues, odd areas unable to be ktigated, and perm areas
not receiving fill appAmb ort rates due to equipment blr ations. Actual kW acres in the fields
rued may, and most Wwly will be, more Brant the asxes shown it the tables.
See aftched mare showing the fields to be used for the utftuttiOn of animal waste_
pace: 5

10/18/2011 15:05 9104232212 GALLBERRY CON R^A
G
SLUDGE APPLICATION:
The waste utiXmfion plan must contain prnerhkm for periodic lend awn of sludge at
agmnomic rates. The sludge will be nutrient rich and wig require precautionary measures to
prevent over application of nubtwft or other elenrerrts. Your Production facer will produce
approxNudely 0.36 pounds of plant avaiable non per animal per year In the
Mudge based on the applkation nmdvod listed earlier.
ff you remove the sludge every 5 years, you will have approximately 8W.00
pounds of PAN to utike. Assuming you apply this PAN to hybrid bomid2gress Nyland at the
rate of 300 pounds of nhlrogen per acre, you will need 28.30 acres of land. If you apply
the sludge to coat at a rate of 125 pounds per acre, you wig nett 69.12 acres of land.
Please be aware that these are only saWyotes of the PAN and land retied. Actual requirements
oxwld vary by 25% depending on your sludge waste armlyals, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrWlon apples rate should not exceed the kftke rate of the soil at the time of irrigation
such that runoff or pondng occurs. This rate is limited by initial sod moisture content, sob
stnx;ture, soil texture, water dmpfet size, and organic solids. The application "a nourd shrautd not
exceed the available water holding capacity of the sod at the re of -irrigalmiw 9houldthe
plan# a vailabla nitrogen applied exceed the nitr oW needs of the crop.
_ . ff surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system Is frtstaff d to propwfy
lrrlpte the acres shown in the preceding table. Failure to apply the ornmended rates and
amounts of nitrogen shown in the tables may make this plan hwatid.
The follorving is provided as a guide for establishing applimew rates and amounts.
Tract
Field
Sort
C
AppliCalicrt Fiats
(nthr
AppF�don An=nt
* inctres
1934
10
ExA
DNO
0.35
1
1934
10
Ex-k
DNO
0.35
1
1934
9
GhA
DNO
0.5
1
k 1934
9
GhA
DNO
0.5
1
1934
11
AyB
DNO
0.35
1
1934
11
AyB
DNO
0.35
1
1934
4
GbtA
DNO
0.5
1
1934
6
NaA
DNO
0.5
# 1
1934
7
NaA
DNO
0.5
1
1934
8
GdA
DNO '
0.5
1
1934
5
Gbok
DNO
0.5
1
1984
2
GbA
DNO ;
0.5
1
Palle: 6

10/18/2011 16:05 9104232212 GAAL
LBERPV CON PAGE 07
1934 s 14 4 GbA I ONO 0.5 � 1
-This is the maxdmum awn amount akmmd for the sol assuming the arrtount
of nftrogen Mowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen Imo_ The nvvdmum
lion amount shown cm be applied under optimum soli conditions.
Your facility is designed for 180 days of temporary starrW and the temporary storage must
be removed on the average of once every 6 months. In no ink should the volume of the
waste stored in your sttudure be w0ihin the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiabillty of the produo w and waste applicator to ensure that the spy eWon and
Is operated property to apply the correct rates to the acmes shown in the UdAes. Failure to apply
the re=jmxq W rates and amounts of nkrq;en shown in the tables may make this plan invalid.
Cali your technical spy after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper lion prior to appfying the waste.
Additional Comments:
0
))W LG V _
7-la-o
Now 7

10/19/2011 08:49 9104232212 GALLBERRY CON PAGE 01
5558 Braxton Road
Hope Mills NC 28348
0
To: Steve Guyton at DWQIFRO Fmrn: Kathy Ba
rker
Fmc: 910-4$6-0707 Pages: r0
Phase: 910-433-3300 Dates: 10119/2011
Re: Wikiwood info
4
J
i

10/19/2011 08:49 9104232212 GALLSERRV CON PAGE 02
Murphy -Brown. 2011
J Daily RainbItt Yeeldy Lagoon Leval Record .
July Frt!@�narTf' -
"?Sr�ucrr�'.
LT,4&
_, :_ .Atig33SY" ... _M., _ Frclppoatd";° -
"'-. et u•wK
3UN'
MOM
TJE
Sit?
SUN
TUC
. WED
TNUR
FRI
j
�Tj
�1
f3
LS
+6
li
15
>g
r
•e
,a
m
jjff
�z r���
xa
,k
��
�„�7
f
sL
3
29.
Saptatsber Freabcard
era _
oofcber Frecboaid
�
Ciu�k
oLldJ
itfOPV
TUC
YJE7]
TYrilR
FRI
axt
N 1
Mcm
Ti!C
VYEo
THUR
FW
SAT
1
1113
:a
"
11
le ! ll➢
14
t{� _ate]
17
01➢
91
:.]14
70
l
;ir
n .
ie �r
sa
y
2+
j
}
2,
r.
I
November Freeboard
ahu f
Cletl�
Dommber
Finaixord
9hxwal
Cho*
3:J�3
AACN
,Tif=
WEDTMUR
R
-1 I
f
I
Si;
6UM1I
MOM
WE.
V r✓�
f
. FM-
33;
i
0
f
?P*3,rd rainfall daily. if dei ly rainfall totr is 1.inch or gTeaw, unnal In DnX mat 0900" encegf ny 11,24P
��>°��--•
16jlitation is snow: rlot6 a5 5 on dstB- .
Rs#enWri Pef100: 3 ye`r. PgQv 2 of 2 RavL�iOn 6: 10f15ls.0

10/19/2011 08:49 9104232212 GALLSERRV CON PAGE 03
igurph-Brown. 2011
Daily RainfallNeekly Lagoon Level Record
Fa(777_
JAmtary --.. freeboard`.. yr,i�u�1'".... ....-Febi�lai'y- ; -_- - - Freeboard 6a,rc1lerel
TUE
WED
ihup
FRI
SAT C!rKK N
MON
I:
r�o
rrcurt
PRI
sA G""�
t
2
3
4
5
ff
12
+a
,+
,e 1s
,a
s
to
17
1a
,e
10
10
24
2.E
25
z
n
28
March
Freeboard so-�h,�l April
Freeboard suer
sU 1%
M40N
Ttt�—
L WED
TNUR
I FRI
9AT cmc�c 60n:
I MON
SUE
THU-R
FRi
SAT
rt
A-7 rl
•-
t
:5
:6
1?
18
19 0
,
u
U
A
21
� I--v
c.:
i'"s2
aB
:d
:0
2L
2t
2a
r' �
J
i
i
tf �a
20
2r
£'•
E5 .{
fX
30
,
may Freeboard
sal June Freeboard
su
5UN
MON
TUE
WEo
TH R
FRI
SET may` a;,%
MdN
TUE
WIC
THUR
FRI
SAT"
Z
3
3
7
1
IN
-
1G
t
12
3
ii b
9
7
9
�
ti 3qj
to
,i1rr
17
err
is
is
zo 121
72
�`�
aji{
•
•
,7,
.-
'� LL i
�
ao
at
�} xa
a
as
—ord rainfall daily. If daily rainfall totals I inch or greater, initial in box that lagoon integrity hag been checked.
precipitation is Snow, note as 8 on date.
Astention Pwiod; 3 mars Yeas 1 of 2 Revision R/01/5116

10/19/2011 08:49 9104232212
GALLBERRY CON PAGE 04
Poultry Litter and De
o or a!
r uno v. croi� science Department
a. es unp y Crop Science Department.
White-tailed deer consume at least $20 million'doilairs worth
of soybeans annuaty and are reported as s2ybean pests on
R2 percent of farms survsyed: Tha'problem'typi6ally wbraens
in drought years and in areas where deer ipo061260'ns are
expanding. North Carolina soybean farmers face yield loss from
deer every year, so research was conducted t8rg6terimine if the..
application of poultry litter resulted in dlrn.inish6d.d6ee browsing
on soybean.
Replicated field tests in Gates and Johnston 'c, 6t i.ntigs
documented that poultry litter applicatilo. A &�-nat influence The
amount of damage caused by deer to soybiwm fieids_ Research
so far has failed to confirm that poUltrj .Iittk or any other product
is a cost-effective way to repdl de4 brorivtling.- The. North Cairoliha
Soybean Producers AswcIation lhasi turned td4urveylng the Cost
of deer damage andbncoura increase deer
nunting.
Roundu'p ROO I ' vs.,.,.
BoundUp-Read'y':-Slp'06-gtl':t':."......
Dr. James Dunphy, Crap §cieiid61P"rtr7ient
Farmers. have asked if th6 n6xt 46neidtl0v of Roundup Ready
soybeans will offer a distinct yield. ady'a'htage. In . North Carolina
over first -generation trait Varejes.�'--The North Carolina Soybean
Producers Association invested ..6res 1:iarc , �:to Compare the yields
often Roundup Ready 2 Yield." (SF�Y), varieties (5 MG V, 4 MG V1,
and 1 MG V11) to a Roundup -Ready (FIR) varlety of similar maturity
from the same company. Replicat6d tests in Duplin, Forsyth.
and Johnston countiGs.shcwed,:-66,. consistent yield advantage
or disadvantage of RR2Y varieties compared to a RR variety of
similar maturity from the same company_ Two yielded high6r, two
yielded lower, and six yielded: similarly.
Potential Yield.Enhanclement
Dr. James Duqohy, Dr. R.W. Hainiger
and Dr. Jan Specim, Crop Sciaince
Department
Farriers have many apportunbes
to se;ect from potential soybean, held
enhancers, including seed treatments,
inoculards and foliar f0gicides. H6w well
do these popular products aid in producer
Pirofltability? Favorable pubii6ity generates
interest in these types'of products, but
in many cases reliable test results are
not availabie. Ina 2010 study, replicated
Dri-farm, tests in Caldwell, Graven,
Veriticati.on'--of-G.r.anular'Spreader
'DistributionTaftem's
Dr Carl Cr6zi& r Gary Roberson, Soil Science
Resea?6h was .cbnduct6d to deterrnin e the spreader pattern
uniformity of both spinner and,air-boorn spreaders at a range of
app�lcation.rates,-'�r6rh .25-200 Wacre'--oft en -prescribed based
. .. . .. Z .. . ... . — - r. ! ..."
on results 6btai , nod from '� detak)d. otld'soil sampling. Initiai results
indicatai.tYiat feitllizer-disttlbutibn psttems can be reasonably
accurate within'theS6400 1eing?. Considerable variation
was f6urid'arnang ihdMdU61. ingredients within a blend, and
:d wasund at the lowest target
a niuc6gr6ater r atjva'6rr6e Jo
application rate(2s Jb. rnateriavacre).
The.results aW'r&t1lI,j;*e1imInqry and should be useful in
optimizing lndi.vtd4al-._rnkhine settings and encouraging greater
attention by the industry-t,)'mao'hine rraintenence and operating
parameters.The research may aisn'resull in motiffied fertilizer
recommendations.su"ch-as specifying the lowest non -zero
ao0lication rate . selecting lower. analysis fertilizer ingredients
or sple'eting,flu16products,to apply problematic materials more
uniformly: Research will be ongoing in Fall of.2011 and results
and racomm6ndations-based on the completed project will be
available in.late 2011 from N.C. State University-
Parquimans and Union/Stanly counties produced.11A.bulacr6. more yield than the
documented that none. of five seed original Soy$oap. forinul ation. Meanwhile',
treatments improved yields by 1.0 bu/acre,. reipli6a4d.6b-feral . rn tests in Johnston,
not did any of six.inoqulants_
Patiilico, Parquiffi.ans and Sternly counties
Yields were not improvecl by the
do'cumentedihat of the three strobilurin
products. Bib7Forge; ProAct oe FoliarBlend-
'fungicides, and three combinations of a..
The product SoySoap, applied at full:.
Stnobilurin and a triazole'tungicide, only
bloom, improved yields by 2,2 bul
Quilt (1.1 bu/acre), Headline (1.7 bu/acre),
acre, but did not improve yields When
and Quadris (1.9. bu/acre) improved yields
applied'4-5 weeks. afterplanting,
as much as 1.0 bu/acre, Balled Plus,
when applied at both time.9-, A newer
-a product cleared for organic soybean
formulation, i 5oySoAp it. when applied, - 5..:
Production, did not improve yields_
weeks after planting and -at full

4P
April 12, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
MR. STEVEN TATUM
WILDWOOD FARMS
PO Box 1416
ELIZABETHTOWN, NC 28337-1416
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
It1
APR 13 2006
Subject: Phosphorus Loss Assessment Tool
Wildwood Farms
Permit Number NCA209122
Facility 9-122
Bladen County
Dear Mr. Tatum:
REGIONAL OARCF
The Division's records show that a completed PLAT Form has NOT been submitted for this facility. If
our records are in error please resubmit the completed PLAT Form for this farm.
There is a condition in your Animal Waste Management General NPDES Permit addressing the
completion of the Phosphorous Loss Assessment Tool for your animal feeding operation upon
notification by the Division of Water Quality (Division).
Your NPDES Permit Number NCA209122 Condition I.6 states:
"If prior to the expiration date of this permit either the state or federal government
establishes Phosphorus loss standards that are applicable to land application activities at a
facility operating under this permit, the Permittee must conduct an evaluation of the facility
and its CAWMP under the requirements of the Phosphorus loss standards to determine the
facility's ability to comply with the standards. This evaluation must be documented on
forms supplied or approved by the Division and must be submitted to the Division. This
evaluation must be completed by existing facilities within six (6) months of receiving
notification from the Division.
The method of evaluation Is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential Ioss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms trust be kept as records on your farm for future reference.
The Division's records show that you received the notification to conduct PLAT on April 6, 2005, To
avoid possible enforcement action for a violation of your permit, The Division of Water Quality requests
that the following items be addressed:
Aquifer Protection Section 1636 Mail Sen-ice Center
Internet: www.newateruulitv.org location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer- 50% Recycied110% Post Consumer Paper
No" Carolina
Aatura!!y
Raleigh, NC 27099-1636 Telephone. [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

f _
1. Submit justification for not responding within 180 days of receipt of the PLAT notification
letter.
2. Consult with your technical specialist and submit a written schedule for completing the PLAT
evaluation.
Failure to comply with the above conditions may result in a civil penalty assessment for the facility.
Please be advised that this notice does not prevent the Division of Water Quality from taking enforcement
actions for any past or future violation. Furthermore, the Division of Water Quality has the authority to
levy a civil penalty of not more than $25,000.00 per day per violation.
Please provide this office with a written response on or before May 15, 2006.
If you have any questions regarding this request, please do not hesitate to contact me at [phone] or
contact the Fayetteville Regional Office at [phone]. Thank you for your cooperation.
Sincerely,
Duane Leith
Animal Feeding Operations Unit
cc: �Fayett�' vlle?R gional.Office,Aquifei_Frotection'Section
Facility File 9-122

,011 01V
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
i. Structure Namelldentifier (ID): lWildwood 9-122
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to markerinches
b_ designed 25 yr,124 hr. storm & structural freeboard �nches
c. line b - line a (inches in red zone) = 'nches
d. top of dike surface area according to design
(area at below structural freeboard elevation) t2
e_ line c/12 x line d x 7.48 gallons/ft3 allons
3. projected volume of waste liquid produced during draw down period
f temporarystorage period according to structural design 150 ays
g. volume of waste produced according to structural design 158246 3
h. current herd # I..T.1L.^ l certified herd
actual waste produced = current #. x line g = G
certified herd #
i. volume of wash water according to structural design 01ft3
j. excess rainfall over evaporation according to design 60742 3
01
k- (lines h + i +i) x 7.48 x 30 days/line f= allons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 2 lbs/1000 gal.
m. ((lines e + k)11000) x line l = E /,* -/,&., lbs_ PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
7,9 39Cd NOD A�i2i3gin'Vq ZIZZEZVOT6 V0:ZT TTOZ/EZ/80

H. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.lZ4
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure Wildwood 9-122 line m = fdG PAN
2. Structure line m = lb PAN
3. Structure line m = lb PAN
4. Structure
5- Structure
B_ Structure
line m = lb PAN
line m = ib PAN
lime m = lb PAN
n.lines I+2+3+4+5+6- SPAN
III- TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
• .
0 rd
sp-w�'=
F-7
!M
im MIT mt- I
[0w*1rVr-1lP:1-1
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) =
IV- FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00
07 `a�.9.i.L b. PAID
CO 39Vd N00 A Ja3g-nwJ 6TUZ671V0T6 170 ,T T107/67./80

w_ Total PAN to be land applied (fine n from section 11) = I 01- lb. PAN
x_ Crop's remaining PAN balance (line v from section III) = 1b. PAN
y. Overall PAN balance (w - x).= ~Ib. PAN
NARRATIVE:
r
PoA (30 pay) 2/21100
GO 39Vd NOD A�Ja3g-TlVg ZTZZ£ZVOTG VO:ZT TTKZ1F-Z/g9

f
09/13/2011 14:53 9104232212 GALLBERRY CON
PAGE 01
5556 Braxton Road
Hope Mills NC 28348
76&-�- &iKrseie- -
Th- DWQ—Fayetteville Regional office From: Kathy Barker
Fax: [phone] Pages: 1
Ptwme: 91 0-133-3300 Date: 9/142011
Re: Wildwood Farm 9-122 CC:
Please be advised that the lagoon on Wildwood Farm, number 9-122, that was
reported In the red" on August 20, 2011 to Steve Guyton is now back in compliance
at a reading of 33 inches.
�rh� aolroab�7
flip '- dAy-lv�9S�

,J
OAk q -:Y(P�ld
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure game/identifier (ID)_ lWildwood 9-122
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18-5 inches
b. designed 25 yr_124 hr, storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) _ 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 104130 2
p. line c112 x fine d x 7.48 gallons/ft3 64908 gallons
3. Projected volume of waste liquid produced during draw down period
f_ temporary storage period according to structural design 180 days
g_ volume of waste produced according to structural design 1 1582461ft3
h. current herd # 4800 certified herd #1 4800
actual waste produced = current herd # x line g = 158246 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/lime f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12J29/15
m. ((lines B + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
0 3
60742 ft3
�27300 gallons
1.82 Ibs11000 gal.
_615.0 Ibs. PAN

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
MR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure Wildwood 9-122
line m = 615.0 lb PAN
2.
Structure
line m =
lb PAN
3_
Structure
line m =
lb PAN
4.
Structure
line m =
lb PAN
5.
Structure
line m =
lb PAN
6.
Structure
line m =
lb PAN
n.lines I+Z+3+4+5+6= 615-0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LI5T FIELDS TO WHICH PAN
CANNOT BE
APPLIED DURING THIS 30
DAY PERIOD.
o. tract #
p_ field ##
q. Crop
r_ acres
S. remaining
IRR-2 PAN
balance (Ib/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
ts. application windows
7a
Wheat
5-141
117.00
601.4
Sep -Apr
7b
Wheat
3.66
117.00
428.2
Se Apr
1State current
croD endina aoolicatinn date or next crop aonlication beainnina date
for available
receiving craps during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) =
x. Crop's remaining PAN balance (line v from section III) =
Y. Overall PAN balance (w - x) =
1029.6 Ib_ PAN
615.0 lb. PAN
1029.6 lb. PAN
715Ib. PAN

0 r ° DFN14-FRC)JAN
irdb"FERR owo
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Steve Tatum
Wildwood Farm
P.O. Box 1416
Elizabethtown, NC 28337
Dear Steve Tatum:
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
Director
December 18, 2013
John E. Skvada, III
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090122
Wildwood Farm
Animal Waste Management System
_Samoon County
The Division of Water Quality (Division) received your sludge survey extension request received
on December 18, 2013. With the survey results, you requested an extension of the sludge survey
requirement for the Big Lagoon and the Small Lagoon at Wildwood Farris facility. Due to the
amount of treatment volume available, the Division agrees to an extension for the sludge survey
requirement.
The next sludge survey at this facility for both lagoons should be performed before December
3113 2016. Please call the Animal Feeding Operations Branch staff at [phone] if you have
any questions.
Sincerely,
Christine B. Lawson
Acting Supervisor
Animal Feeding Operations Branch
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090122
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91 M07-64641 FAX: [phone]
Internet: www.ncwateroolity.ora
An Equal Opportunity 1Affrrnabve Aeon Employer

I
t. TOTAL. POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
MR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure Wildwood 9-122
line rn = 1126.2 lb PAN
2.
Structure
line m =
lb PAN
3.
Structure
line m =
lb PAN
4.
Structure
line m =
lb PAN
5.
Structure
line m =
lb PAN
6.
Structure
line m =
1b PAN
n.lines 1 +2+3+4+5+6= 1126.2lb PAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT 1-151 FIELDS TO WHICH PAN
CANNOT BE
APPLIED DURING THIS 30
DAY PERIOD.
d. tract #
p. field #
q. crop
r. acres
S. reMelining
IRR-2 PAN
balance (Ib/acre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application windovn
7a
Wheat
5.14
117.0.0
601.4
Sep -Apr
7b
VVheat
3.66
117.00
428.2
Sep -Apr
3
3.74
136.00
508.6
Se -A r
1 State current crop ending application date or next crop application beginning date for available
receiving Crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _. 15382 lb. PAN
IV. FACILITY'S PDA OVERALL PAN 13ALANCE
w. Total PAN to be land applied (line n from section 11) - 1126.2 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 1538.2 lb. PAID
y_ Overall PAN balance (w - x) = -412 lb. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PvA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Narnellden#ifier (113) ildwood 9-122
2. Current liquid volume in 25 yr./24 hr_ storm -storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.i24 hr. storm & structural freeboard
c_ line b - line a (inches in red zone) _
d_ top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
13.o inches
19-0 inches
6.0 inches
10413Q ft2
389446 gallons
f.'temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design I 158245 ft3
h. current herd # 4$00 certified herd 4800
actual waste produced = current herd # -x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f--
4. Total PAN to be land applied during draw down period
I_ current waste analysis dated JOCT 2018
rt. ((lines e + k)/l000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE,
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
158246 ft3
ft3
50742yt3
273005 gallons,
1.70 lbsf1 Q40 gal.
1'126.21bs. PAN

TFR
Michael F. Easley, Governor
D�O�
pG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> .�
.�
Alan W. Klimek, P.E. Director
Division of water Quality
July 28, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0274 6921
Steve Tatum
Wildwood Farms
PO Box 1416
Elizabethtown, NC 28337
RE: Sludge Survey Testing Dates
Facility # 9-122
Bladen County
Dear Steve Tatum:
The Division of Water Quality (DWQ) received your sludge survey information on April
28, 2005. On your behalf, Kathy Dugan requested an extension of the sludge survey requirement
for the lagoon at Wildwood Farms. Due to the amount of treatment volume available, DWQ
agrees that a sludge survey is not needed until 2007. The results of the 2007 sludge survey are to
be submitted with the Annual Certification Form that will be due on March 1, 2008.
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
­�Iv ;;eel
Keith Larick
Animal Feeding Operations Unit
cc: File# 9-122
Mark Brantley, Fayetteville Regional Office
Kathy Dugan
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper

FORNYAR
ECE11lED
AINUNlAL FACILITY ANNUAL CERTIFICATION 1 2M6
I`�•-1�---FAYEl itYlilz tt�unr,�y�
Certificate of Co eragc or Permit Number D —+� County _
Facility Name (as shown on Certificate of Coverage or Permit) iJl} j ]dWpp�rnn
Operator in Char,-,c for this Facility, VC '7��_ Certification IRS S'i 31
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES _ NO. If NO, skip Part I and Part l I and proceed to the certification. Also, if animal waste -was
generated but not land applied. please attach ata explanation on how the animal waste was handled.
Part I : Facility Information:
I . Total number of application Fields or Pullsy(please check the appropriate box) in the Certified Animal
'WaNte ManagLment Plan (CAWNIP): - �q _ Total Useable Acres approved in the CAWMP
?. "Dotal number of Fields �� or Pulls (please check the appropriate box) on which land application occurred
during the year: 16 _ — Total Acres on which waste was applied
3. Total pounds of Plant Available Nitrogon (PAN) applied during the year for all application sites:
4. Total pounds cif Plant Available Nitroien ( PAN) allowed to be land applied annually by the CAWMP and
the pen -nit: —
5. Estimated amount of total manure, litter alid process wasteNvater sold or given to other persons and taken
off site during the year Q _ tons C or gallons (please check the appropriate box)
6. Annual average number of animals bx- type at this facility during the previous year:
410 --- --- - - - - --- - - -
7. Largest and smallest number of aniinais by type at this facility at any one time during the previous year:
Largcst
Smallest
(These numbers are for lntbi-niatlonal pin -poses only since the only permit limit on the number of animals at
the facility is the annual average numbers)
S. l acillO."s Integrator if applicable: _ ,�,__ "�Q I.-
Part II: Facility Status:
IF THE ANSWLR TO ANY ST.,�TEMEN"I BELOW 1S -'NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS -1-0 WHY Tl-IE FAC1L!TY N AS NOT COMPLIANT_ THE DATES OF ANY NON
COMPLIANCE. -%ND EXPLA[N CORREC'TA E ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility- was applied to the permitted sites during Ycs _` No
the past calendar year.
AFACF 3-14-03 1

2. The facility was operated in such away that there was no direct runoff of waste from
1 Yes D No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the calendar ear.
:f�-,lam y
3. There was no discharge of waste to surface water from this facility during the past)
Yes ❑ Nr
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Yes Ci No
the past calendar year_
5. There was no PAN application to any fields or crops at this facility greater than the
1 Yes ❑ No
levels specified in this facility's CAWNT during the past calendar year_
6. All land application equipment was calibrated at least once during the past calendar yea#
Yes r No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
,� Yes I No
was designed or reduce the lagoon's minimum treatment volume to less than the volum6
for which the lagoon was designed.
S. A copy of the Annual Sludge SurveysyForm {,for this facility is ,attachedd to this Certificati"
Y
p WQ S�m
�j Yes i No
d d
atch chi animal 9. Annuals ils analysis were p e one eld re vingwaste during the
,l Yes ❑ No
past calendar year.
10. Soil pH was :maintained as specified in the permit during the past calendar Year?
� Yes C No
11. All required :monitoring and reporting was performed in accordance with the facility's
� Yes iJ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was, received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on al].
Yes U N-
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. AlI buffer requirements as specified on the permit and the CAWMP for this facility were
19 Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate,'and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
W. E a��rv� ti 0 w her
Permittee Name and Title (type or print)
Signature of Operator in Ch
(if different from Permittee)
AFACF 3.14-03 2
Date
Date

ANIMAL FACILITY ANNUAL CERTIFICATION FORM .
Certificate of Coverage or Permit Number AQ) -- County 'B1aA'e.t_ Year. 2001
Facility Name (as shown on Certificate of Coverage or Permit) WUd U)0_0d___ F¢r T
Operator in Charge for this Facility - &V&. _ W . af1khNZ Certification #
Land application of animal waste as allowed by the above permit occurred. during :the pastcalendar year
w�YES NO. If NO, skip Part I and Part. II and proceed to the. certification. Also,. if animal waste
generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information: .
1. Total number of application Fields ❑ or Pulls (please check the: appropriate. -box) in the Certified Animal
Waste Management Plan (CAWMP): A Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ .or Pulls $ (please check -the appropriate box) on which land application
occurred during the year: _ is Total Acres on which waste was applied 61.4
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
5S o4E;
4. Total pounds of Plant Available Nitrogen (PAN) allowed to. be land applied annually by the CAWMP and
the permit:-
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year • tons 10 :or 'gallons ❑` (please check the appropriate box)
b. Annual average number -of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any onetime: during the previous year:
Largest
Smallest
(These numbers are -for informational purposes only since the only permit:limit qn the number of animals
at the facility is the, annual average numbers)
8. Facility's Integrator if applicable: F_%LGt rem _. 5
Part II: Faci!ity Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKE_ N OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY -BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during Yes ❑ No
the past calendar year.
AFACF 3-14-03 1 . i MAY 4 - 2005
CENR - FAYET LYILE REGIONAL QFRCE

2. The facility was operated in such a way that there was no direct runoff of waste from 1 Yes ❑ No
the facility (including -the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
I There was no discharge of waste to suzface water from this facility during the past I Yes ❑ 1\
calendar year.
4.. There was no freeboard violation in any -lagoons or storage ponds at this -facility during $ Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Yes - Q No
levels specified in this facility's CARS during the -past calendar year.
6. All land application equipment was calibrated at ieast'once during the past calendar yea#
X Yes r No
7. Sludge accumulaf= in all lagoons did not exceed the volume for which the lagoon
Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volumb
for which the lagoon was designed.
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certificatidv-
Yes ❑ No .
9. Annual soils analysis were performed on each field remivuig animal waste during the
) Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past_ Calendar Year?
Yes C No
11. All required monitoring and reporting was performed in accordance with the facility's!
Yes, ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes. ❑ No
the past.calendar year or, in the case of a deviation, prior authorization was received
from the Division of Weser Quality.
13..Crops as specified in the CAV W were maintained during the pit calendar year on all
Yes ❑ 1,-
sites receiving aaim$l waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAQVMP for this facility w=
Yes ❑ No
. maintained diming each application of animal waste during the.past calendar year.
"1 certify under penalty of law that this document and all attacbments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted.. Based on my inquiry of the person or persons who manage the system, or
tlwse persons dusctiy ble for gathering the information, the information submitted is, to the best of
my knowledge and beh�, accu mte;' and complete. I am'aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for lmowing violations."
Permittee Name and Title (type or print)
pature of Operator in Ch
different from Permittee)
AFACF 3-1"3 2
Date
Date

Appendix L lagoon Sludge Survey Form
A. Faun Permit or DWQ Identification Number Hv ttA W GD� .x�VL i R —12Z
B. Lagoon Identification MIA- 1DGd_
C. Person(s) Taking Measurements s _ k&d. 7Y���
utrtrrtestLs ^
.D. Date of Meas
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer_
L
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon:
c. Thickness of the sludge layer if malting a direct measurement with "cone sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): 2.4 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
& Less than 1.33 acres: Use S points
b, If move than l J3 acres, -,L%- acres x 5 = 15 with maximum of 24.
(Using sketch end dimensions, develop a unifotm grid that has the same munber of ina mmdons as the
estimated number of sampling poirris needed Number the inuTsoction poins on the iag000 geld so that late
recorded at each can be casily matched)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2).
I. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (treasure at the lagoon gauge pole):
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(usse lagoon management plan or other lagoon records):
K. Ca_culate the distance from the present liquid surface level to the Minimtun Liquid Level
(Item J minus Item I, assuming the present liquid level is below the Maximum Liquid Level):
i.,_ Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the slt lge layer (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer.
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item Ic): -i • 8 pwU WwiC
(Note: If pent O is less than 4 feet, a sludge memoval and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.) if -
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes.
Completed by:
Print Name
Signature
Dame:
14

Locate permanent visible markers inside the lagoon to assist with
liquid level management. Mark the absolute maximum and. minin
operating- levels to indicate when pumping is needed and when pt
ing should stop. The markers should be routinely cleaned so you c
easily observe the available storage. The markers' location relative
the lagoon storage design can be seen in Figure 2-1.
use
face Water Diversion Terrace
)Lind Outer Perimeter of Lagoon
<JM Liquid Level �}
52.4'
mum Liquld Level
-., V-
Lagoon Level Markers
Lagooy
eeboard = 1 foot minimum
��
---------
25-Year, 2d-Hour Storm Storage
I't
Temporary Liquid Storage
Permanent Liquid Treatment
Slud a Accumulation
�2 to 15 Years
-tyf
Fig. 2-1. Schematic o f an anaerobic waste treatment Iagoon (note that this drawing
not to scale).
LAGOON DESIGN AND CONSTRUCTION
Proper lagoon design and construction is required to meet the
requirements of NC Dam Safety Laws. A failure of your lagoon darn
could affect the .life, health, property, and public well-being of oft
in varying degrees, depending on the size and location of the dam

I
ig
As
r
004�oE0NBB�OE��CE�
tl�
w

S
3
.�t

,gIrvtS Q0
Structure Evaluation Inspection
Facility Number: 7
Time in: 11,It 3")
12\)- Date: OC2 /-6
Time out: 12 4/'-°
Farm Name: Ui lcQ k o' C Farm 911 address:
Owner Name: 5 -itefit w4-
Facility Contact: KAI 'cswft1l
Onsite Representative: ' ( Integrator:
Certified Operator: SIDuc,'� ('-ilt-\ C t. Number
Is storage capacity Tess than adequate? Yes tAo
If yes is waste level into the structural freeboard? Yes No
Structure: 1 2 3 4 5 6
Identifier:
Spillway?
Designed Freeboard (in.):
Observed Freeboard (in.): t'
Are there any immediate threats to a integrity of any of the structures
observed? Yes No
Do any structures lack adequate markers as required by the permit? Yes _ No Q�
Does any part of the waste management system need repair Yes No t/
Condition of field's (�
Condition of receiving crop
Comments: