310241_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Fann Number: 31-0241 Certificate Of Coverage Number: AWS310241
2. Facility Name: Marion Dean Brown Jr Farm
3. Landowner's Name (same as on the Waste Management Plan): Marion Dean Brown
4. Landowner's Mailing Address: 468 George Dunn Sholer Dr
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-6673 Ext. E-mail:
5. Facility's Physical Address: 371 Pickett Bay Rd
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Duplin 7. Farm Manager's Name (if different from Landowner): /u�n
/T
8. Farm Manager's telephone number (include area code): /IVA
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Marion D. Brown Jr. Phone No.: 910-340-1383 OIC #: 17177
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Pernit: Operations Type / Allowable Count
Swine - Feeder to Finish ✓ 4,320 ✓
Opeation Types:
None
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)e
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
/!ryryBuuilt
/ /?
C /4
1
/
78,408 00
19.50�
2
//�
1-/h/
uay /
-t7L7 �/
' I/, Y7
57,93500
/7i ii-0
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with thi completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP) signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should ;bee by a principal executive officer of the corporation):
Name: -AA C(Y'/GM P6??) &PW/J ^Jp Title: O Wntr
Signature:
Date:
1-20y9
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

liDKe. I -
Operator:
County:
Date:
>DEAN BROWN
>DUPLIN
>ASBUILT
Dist to nearest residence(other than owner): ft.
sows (farrow to finish) :
sows (farrow to feeder):
head (finishing only): > 2880
sows (farrow to wean) :
head (wean to feeder):
Ave. Live Weight for other operations(lbs.):>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.):
25 Year - 24 Hour Rainfall (in.):
Rainfall in excess of evaporation (in.)
Drainage area of buildings & lots (sq. ft.) :>
Volume of wash water (gallons/day)
Temporary storage period (days):
Freeboard (f t .) :
Side slopes (inside lagoon): >
Inside top length (ft.): >
Inside top width (ft.):
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft.):
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume: > 581622 cu. ft.
Actual design volume: > 667194 cu. ft.
Stop pumping el. (> or = to 0.0 ft SHWT> 47 ft \
(> or = to 45.5 ft Min)
Required minimum treatment volume: 388800 cu. ft.
Volume at stop pumping elevation: 415530 cu. ft.
Start pumping elev.: > 49.8 ft
Volume at start pumping elevation: 613679 cu. ft.
Actual volume less 25yr-24hr rain: 616569 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 142198 cu. ft.
Actual volume to be pumped:==> 198149 cu. ft.
7.0
180
3 : 1
300
270
51.5
39.5
/ e U6 T for � /ore e�� OT
U!a

(96
bbrown
Chantilly A N G
11-1.2.0 To ^y
t qr" SD/+1.-6—J 3 s

Operator:De;..n brown
C;.unty 1):.iplin
Date: 06/21/91
Distance to nearest residence (other than owner'): 1800.0 feet
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. _ 0 lbs
2880 head (finishing only) x 135 lbs. = 388800 lbs
O sows (farrow to wean) 432 lbs. = . 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
2. MINIMUM REG!UIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(C.F)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume =- 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume == 0.0 cubic feet
4. TOTAL DESIGN VOLUME
388800 lbs
Inside top length 300.0 feet ; Inside top width 270.0 feet
Top of dike et elevation 51.5 feet
Freeboard 2.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
49.5 feet
Total design lagoon liquid level at elevation
bottom of lagoon elevation 39.5 feet
Seasonal high water table elevation 45.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE LENGTH WIDTH
3.0 3.0 3.0 3.0 288.0 258.0
AREA OF TOP
LENGTH * WIDTH =
288.0 258.0
AREA OF BOTTOM
LENGTH * WIDTH
228.0 198.0
AREA OF MIDSECTION
LENGTH * WIDTH *.4
258.0 228.0
DEPTH
10.
74304.0 (AREA OF TOP)
45144.0 (AREA OF BOTTOM)
235296.0 (AREA OF MIDSECTION * 4)
• CO. FT. = CAREA TOP + (4 AREA MIDSECTION) a- AREA BOTTOM] * DEPTH/6
74304.0 235296.0 45144.0 1.7
VMLU:4E OF LflCOUN Al- TOTAL i_FEIGN L.IOU:ID LEVEL. = 591240 CU. Fi.

0.
TEMPORARY STORAOE REUU I RFD
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 270.0 81000.0 square feet
Buildings (roof and lot water,)
Length * Width =
0.0 0. 0 0. 0 square feet
TOTAL DA 81000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.0013E
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume =- 94947 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume - 7.0 in * DA / 12 inches per foot
Volume = 47250.0 cubic feet
7.0 inches

5D. Volume of 25 year — 24 hour storm
Volume = 7,5 inches / 12 inches per foot * DA
Volume = 50625'0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
et
5A. 94947 cubic feet
5B' N cubic feet
5C. 47250 cubic'feet
5D' 50625 cubic feet
TOTAL 192822 cubic feet
Total required volume 581622 cubic feet
Total design volume avail. 591240 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev.
46.8 feet ; Volume is 402324 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 540615 cubic feet
At elev.
48.8 feet ; Volume is 540026 cubic feet (start pumping)
Seasonal high water table elevation 45 5 feet
easona Q wa r .
7. DE8IGNED gY:D^��''�v���
n
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
c«C. ot°OLf.v,

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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
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 runoff from the field or 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/E 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
pump -out of the lagoon when fluid level reaches eleva-
0.0 as marked by permanent markers. Stop pump -out when
level reaches elevation 0.0 or before fluid depth is
6 feet deep (this prevents the loss of favorable
3. Begin
tion
the fluid
less than
bacteria)
The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on
lagoon mowed annually.
to maintain a vigorous
the embankment and areas adjacent to the
Vegetation should be fertilized as needed
stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. A11 surface runoff is to be diverted from the lagoon to stable
outlets.
0. 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.

L QS 1.10Q 5
C1,erator:Le_an Brown County: Duplin Date: 06/21/94
are_` esidenc ,other than owner'' 2000.0 feet
AVERAGE LIVE WEIGHT (ALW) lbs. = 0 lbs
0 Sows (farrow to finish) �; 1417422 lbs. = 0 lbs
(farrow to feeder) - = 194400 lbs
finishing only) x 135 lbs. 0 l�
0 ;; T.cs (farrow to wean) x .11bs. = 0 lbs
head (wean to feeder) x 300
Describe other
Total Average Live Weight. = 194400 lbs
MIN:i•:UM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = ,194400 lbs. ALW x Treatment Volu1e(CF)/ib. ALW
Treatment volume(CF); la. ALW =
CF/lb. ALW
Volume = 194400 cubic feet
...ter V.-)LUME
FOR SLUDGE ACCUMULATION
0.0 :ubi'_ feet
i O. TAL DEZ IGNED VOLUME
y::=,ide top length (feet)
Sludge Accumulation Not Computed At
Owners Request Remove Sludge
As Needed
top width (feet) - --
-�j, dike elevation (feet)
_om of lagoon elevation (feet)----
F:.-Loam (feet)----- --___ ---- -
_i:i: lagoon) - -
dasign volume using prismoidal formula
3S/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
S.;, 3.0 3.0 2.0 254.0 154.0 11.0
AREA OF TOF
LENGTH + WIDTH
264.0 15'_.0
AREA OF BOTTOM
LENGTH .A WIDTH =
198.0 88.0
AREA OF MIDSECTION
• ��Tn Tom? 1 ��T TTf?? J 1
a..L'.i.'..� is '.V i LJ �.'1 4
121.0
270.0
160.0
48.1
36.1
1.0
3.0 : 1
40656 (AREA OF TOP)
17424 (AREA OF BOTTOM)
111004 (AREA OF MIDSECTION * 4)
_ :AREA TOP + ' 44AFEA MIDSECTION) 4. AREA BOTTOM] * DEPTPJG
y �'O^•_ ^ ' 111904.0 17474.r1 1 n
Total Designed Volume Available = 211454 C'. PT.

E RAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
*
_ength
I'c.0 160.0 42200.0 square feet
2_ildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 42536.0 square feet
son __mporary storage period to he 180 days.
_:..Vtisizo of waste produced
To -..ihe production in gal./day per 135 lb. ALW 1.37
=_ 104400 Its. ALW/135 lbs. ALW * 1.37 gal/day 180 days
gals. cr 47473.8 cubic. feet
.. .:1_er
amount of fresh water used for washing floors or volume
used for a flush system. Flush systems that re'.:
are accounted for in 5A.
0.0 gallons/day *
180 days storage/7.48 gallons
Cr
0.0 cubic feet
of rainfall in excess of evaporation
? of time when rainfall exceeds evaporation by largest ?mount.
1c.0. iays excess rainfall = 7.0 inches
siume = 7.0 in * DA / 12 inches per foot
�' ime = 353e6.fl cubic feet

to of 27 year - 24 hour storm
7.5 inches
721C.0 :_tic feet
1
inches per foot
TOTAL REQUIRED TEMPORARY STORAGE
47474 cubic feet
5E. 0 cubic feet
5C. 25396 cubic feet
,D. 27210 cubic feet
TOTAL 100080 cubic feet
DA
ZYMMAPT
m_ _r�• y stor_ge period > 180 days !'
''jell in :cess of evaporation >� FICA/1
24 hour rainfall > 7-I5 inch. .=.
eebserd---
> 1 ' -t
- • , ` 2.0 ' 1
70.0 feet
width----- - 160., feet
�
-diLe elev - n ') 48.1 feet
:_ f lagoon elevation----. > 36.1 feet
*
l,ura,._ > 294480 cu. ft.
:cal design: volume------------ -- 311454 cu. ft. *
_n_ high watertable elevation (SHWT)===> 43.7 feet
: pumping elev. _ \ 44.0 lest.-----.
",_t '.__ ` or = to the SHWT elev. > 43.7 feet
M•:._t be or = to min. req. treatment e1.=> 42.1 feet
:.:.Jred minimum treatment volume --> 194400 cu. ft.
Tome at stop pumping elevation > 197114 cu. ft.
tartTtart pumping elev. 46.3 feet'
Must be at bottom of freeboard & 25 yr. rainfall
el volume le_._ 25 yr.- 24 hr. rainfall==> 284244 cu. ft.
'_lu.r,e at :tart pumping elevation > 279726 cu. ft.
- _ _C. volume to be pumped-_. > 72870 cu. ft.
--.:.1 ._-:me planned to be pumped > 82612 cu. ft.
-_-. t'_-.ck ess of soil liner when required==> 1.8 feet
77 _- Lanier S Houston CHECKED BY:
DATE:
SEE ATTACHED WASTE UTILIZATION PLAN

SHEET 1 OF
:A:IONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
.;UNDATIQN PREPARATION:
'Lundation area of the lagoon embankment and building pad shall be
_. of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
: ` c`cry disposition will be made of all debris. The topsoil fron
pad area should be stripped and stockpiled for uce on
d pod areas. After stripping, the foundation area of 'hc
lag:ALin embankment and building pad shall be thoroughly loosened prior
.o rllcing the first lift of fill material to get a good bond.
-- THE LL ^-LACEMENT:
The _s.:;-iet_d excavation and earthfill shall conform to the lines,
_levatio:,s shown on the plans. Earthfill material shall
- al -A;:`- as 30J,roots, fio:=n sri:, _tones -,rr
in a =1 and. othr objectionable material. To the =tent
_::cavat_d materials can be used as fill. The fill
.:e brought up in approximately horizontal layers not to exceed 9
- _ __ rhi-k,,,:ss when loose and prior to compaction. Each layer
__::.p_cte_' by complete coverage with the hauling and spreading
_ or standard tamping roller or other equivalent method.
-_.:._.'_i=r: will be considered adequate when fill material is observed
idate to the point that settlement is not readily detectible.
--- -- - 727I^^"7'•7'OR 'LACEMENT OF LINERS IN THE LINER
_or_ -• -_AT= lN. The embankment of the lagoon-: oh.
i..g more impervious materials from the required
_ohs. Construction of fill heights shall include 5 percent for
_. -•-_Went. Dikes over 15 feet in height and with an impoundment
- �
c_ 1 acre-feet or more fall under the jurisdiction of the NC _:-_":;'. Law. The height is defined as the difference in elevaticr.
=instructed height to the downstream toe of the dike.
.shall be taken during construction to prc,vent e:•:ces:_
E ^c;-^*e,Err ^..A.. r 1.8 ft.
'- ERS 'I ,RTIAL OF FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
-_. INVI:TI:ATICN
OTT ^^ INDICATES OR WHEN UNSUITABLE MATERIAL I5
: E-_DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
:S __:___:EI IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
of unsuitable material are encountered, they will be over-
_____ a 'yc.iow finish grade to the specified depth as measured
i.e_; _r_ai.alas to the finish grade. The foundation shall he bacl:fillei
as specified to grade with a SCS approved material (ie - CL,SC,CE).
..-,_-_ _ THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL

SHEET 2 OF 2
Scil liner material shall come from an approved borrow area. The
ni._im m water content of the liner material shall be optimum moisture
which relates to that moisture content when the soil is kneaded
in ' hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
placement of the liner. The moisture content of the liner
shall not be less than optimum water content during placement.
:-:.:_ium water content relates to the soil material being too wet
`io'ent use of hauling equipment and proper compaction. Proper
_tion of the liner includes placement in 9 inch lifts and
ed to at least 90 percent of the maximum ASTM D698 Dry Unit
of the liner material. When smooth or hard, the previous lift
scarified and moistened as needed before placement of the r.e::t
moat important factor affecting the overall compacted perme-
_ clay liner, other than the type of clay used for the
the :ffi:int construction processing of the compacted line_.
;en;e of equipment use and the routing of equipment in an estab-
;:attern helps assure uniformity in the whole placement and
':_on process. For most clay soils, a tamping or sheepsfoot
is the preferable type of compaction equipment.
____ __ liner shall be protected from the discharge of waste outlet
This can be done by using some type of energy dissipator(rocks)
ley flexible outlets on waste pipes.
..____lives to soil liners are synthetic liners and bentonite _..'ear.
.en these are specified, additional construction specifications are
__._laded with this Construction Specification.
nch &hall be constructed under the embankment area when
_rose section in the plans. The. final depth of the
=i'_ 'v'- yet'_. r:in d by observation of the foundation
.p.pse.-a embankment and other bare constructed areas shall be seeded
Manned type of vegetation as soon as possible after construe-
-cording to the seeding specifications. Topsoil should be placed
__c_= of the dike and pad to be seeded. Temporary seeding or mulch
_.-e' if
recommended permanent vegetation is out of season
cl____ ___ seeding` Permanent vegetation should be established as soon
le during the next period of approved seeding dates.
CF EXISTING TILE DRAINS
Then tile drains are encountered, the tile will be removed to a minimum
feet beondthe outside toe of slope of the dike. The tile
_--_-- -- ._.a_:kfi_led and compacted with good material such as

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 2.5 ACRES
USL' 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
75.0 LEES. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
ENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
• JJ- ;SEE FOOTNOTE NC. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
C LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LES. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
^_E SRASS AT 40 LBS./ACRE (TEMPORARY VEGETATIOrn
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
;.ct LY THE FOLLOWING:
I00.0 LPS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
TCNS OF DOLOMITIC LIME (2 TONS/ACRE)
::0.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IM:EDIATELY AFTER EARTH MOVING IS COMPLETED.
AIILY <.E AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4INCH ^
-TH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPA.KER
M: AS: EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
A-;_- ORING TOOL OR NETTING.
FENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
y BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

39
00
US Department of A, _ -'_ 1turc
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
D e a n Brown.
in
Duplin County, North Carolina
Designer : Lanier & Houston Checker
Date : 06/21/94 Date
"aa a a a* 4 4 1 k a 1 a} .k 1+* 1*** 1* 1*. 1 3*** 1 1 1 1 1 i 1 4 4*
Lagoon Exc Quanities
Eight Off'-0L
SS SS ( f t ) Sta
2:1 48.0 116+.7
_.a 42.0 2+00
3:1 48.0 3+00
48.0 340+.4
Dist
(ft)
82
100
40
** EXCAVATION **
Area Volume
(SqFt) (Cu.Yds)
1133.2
1009.4
885.4
853.9
3305.2
6814.1
8115.4
a a+* 1 1* 4 1• 1 .} *
** FILL y1
Area Volume
(SqFt) (Cu.Yds)
1.1
0.2
0.0
0.0
2.1
2.1
2.1

. L 1 f+ 1/ 1 J
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Deem B row n
in
Duplin County, North Carolina
____gn?r . Lanier & Houston
- - 05/71/94
Checker
Date
+++++++*+**a*+******************************************
Lagoon Exc Profile
72711.7LAT' DATA:
legation = 36.1
Etation t = 1+00 1400
c\3c1198/3 0.00000 ft/ft
____ION NUN,3EE 1
Centerline Station 1+00
0.0 / 45.6 100.0 / 45.7 200.0 / 44.8 300.0 / 43.9 400.0 / 43.4
500.0 41.8

a
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Dean Brown
in
Duplirl County, North Carolina
.• Houston
Checker
06/21/?4 Date
k++k+*ii*+k***;kk++*+**+a**********************************++aa******+*
Lagoon Exc Quanities
--v --
)7"egi_Ld_ i J Elevation = 26.1
=cg:u_.-:g Station = 116+.7
to 340+.4 c\3c188/3 0.00000 ft/ft
SECTION
LVV iLu
Centerline Station 116+,7
.r.i�livAL
.,f.n.
49.1 12.0 / 48.1 100.0 / 45.6 17.0 / 46.0 200.0 / 46.1
40.0
___.__-line Station 2+00
r,.T
0
22.0 1"
7O1 „-_.22:. 3
12.0 / 48.1 100.0 / 44.8 200.0 / 45.2 270.0 / 45.3
;e Station 3+00
ORIGINAL DATA:
0.0 : 48.1 12.0 / 48.1 100.0 / 43.9 200.0 / 44.4 240.0 / 44.2
24.1 , 44.1
Centerline Stati n 340+.4
12.0 / 49.1 100.0 / 43.7 200.0 / 43.9 240.0 44.E
42.9

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Dean Brown
in
Duplin County, North Carolina
gner . Lanier 6 Houston
ia:e . C6i21; 94
I..I-I.LII.*.,
_op Left Rigi-it Off-CL
t
)
::. �._ 4:1 65.0
.:. „.1 4:1 85.0
105.0
1' :1 4:1 105.0
Checker
Date
4 + * k 4 1 V. * * * * * 1 4 4 +; * * * * * * * '* * * * * * * * * * * * * + 1 1 1 * * * * *
Dike Fill Quanities
CL Dist
Sta (ft)
0+00
1+00
2 + 6 2
3+62
5+64
6+39
100
162
100
202
75
** EXCAVATION **
Area Volume
(SqFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
** FILL **
Area Volume
(SqFt) (Cu.Yd)
20.8
127.8
93.4
65.3
67.1
3.1
275 /
938.8
1232.6
•
1728.0
1825.E

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
D e a n Brown_
in
Duplin County, North Carolina
Lanier & Houston Checker
06/21/94 Date
i a 1 : ' ; I L a 1 1 -i- 1 : k L * * $ + * '} * L L * 'L 4"L k Y i + L 1 i * * * * * * * * * * 'F * * * * * * * * * * * * * * * * * * * * * * * * 'k' * i * * * * *
Dike Fill Quanities
TEM±LAT _ATA:
Beg::::_Lng Elevation = 48.1
y.....1'.y Station = 0+00
3 } 6
1+72
1.72
-eutec'__.- Station 0400
d/3c112\4
d/3c112\4
d/3c112\4
0.00000 ft/ft
0.00630 ft/ft
0.00000 ft/ft
R IGI:':A:. DATA:
45.1 100.0 / 44.2 200.0 / 42.0 65.0 / 47.7
Centerline Station 1+00
17.9 100.0 / 43.4 200.0 / 41.8
.,_CTI'ON I:' `:EER 3
_enter.ine Station 2+62
ORIGINAL L'= .
0.0 43.9 100.0 / 44.4 140.0 / 44.8
-,r,`N .,.'�rBER 4
may.. :1':.1L LLl
Centerline Station 3+62
ORIGINAL DATA:
44.2 100.0 / 45.2 150.0 / 45.3

Dike rill Quanities (continued) 06/21/94
ORIGINA_ DATA:
0.0 / 44.8 100.0 / 45.7 200.0 / 46.6
CCr^TnN NUMBER 6
Centerline Station 6+39
ORIGINAL DATA:
48.1 100.0 / 48.5 200.0 / 49.0
page 2

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
D e a n Brown.
in
Duplin County, North Carolina
Designer : Lanier & Houston
Date : 06/21/94
Checker
Date
*******************************************************************************
Top Left Right Off-CL
Width SS SS (ft)
180 .0:1 5:1 0.0
130 .0:1 5:1 0.0
110
ri
5:1 0.0
5:1 1.0
Pad Fill Quanities
CL Dist
Sta (ft)
0+00
80
0+80
100
1+80
40
2+20
** EXCAVATION **
'Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
** FILL **
Area Volume
(SqFt) (Cu.Yds)
494.5
414.3
454.6
489.9
1346.4
2955.5

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
IleZn Brown
. i n
Duplin County, North Carolina
: Lanier & Houston
05/21/84
a+ 4- 1+ 4. 4. 4+ 4. 4. J. 1 4.4 a 1
• T A .
Elevation = 48.8
2`a`i D n 0+0C
l n .
Station 0+00
Checker
Date
++++++++ ++++++++1+++1+++31L+1+1++
Pad Fi11 Quanities
5/.001c1180\5
d/.001c1180\5
d/.001c1180\5
0.00000 ft/ft
0.00302 ft/ft
0.00000 ft_/Et
O:._Jc. 1 inTA:
42.9 100.8 47.9 200.0 / 46.3 255.0 / 46.2 6. 14,0 46.1
40.2 100.0 / 46.6 200.0 / 46.7 270.0 / 46.6 13.0 / 46.8
_The Station 1+80
^T.•.. DATA:
49.8 100.0 / 46.5 200.0 / 47.2 200.0 / 47.5 15.0 .
:z:::ON ::UMBER 4
:1,.:,torline Station 0
DhTA:

OPERATION AND MAINTENANCE PLAN
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
;ay_ of temporary storage. The time required for the planned
11-11-2 level :permanent and temporary storage) to be reached may vary
i_ site conditions, weather, flushing operations, and the amount
,f fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
, _ `e from animals and (2) excess rainfall after evaporation. Also
_._.' is 2torage for the 25 year - 24 hour storm for the location.
lust._ of waste generated from a given number of animals will be
_ably constant throughout the year and from year to year, but excess
will vary from year to year. The 25 year rainfall will not
_. °attar to consider in an annual pumping cycle, but this storage
. __....._ ... ..� _,lways be available_.
evation is determined in each design to begin
_L,g an' this is usually the outlet invert of pipe(s) from
outlet pipe is not installed at the elevation to
,n pumi,..g, a p _rm.irent ;Harker must be installed at this elevation
iad___.__ when pumping should) begin. An elevation must be es.t ab i:ho_
to maintain lagoon treatment depth.
tar. tf_1 or stopped at any time between these two
__OV:_riionca as site conditions permit such as
. '_.p:. of wase_ water is recognized as an acceptable
llethods of application include solid set,
___.___ pivrt, g_;ns, and _raveling gun irrigation. Care should be
cl"._n applying waste to prevent damage to crops.
Ls are to be parried out:
trcngly recommended that the treatment lagoon be pre-
1/2 its capacity to prevent excessive odors during
Pre -charging reduces the concentration of the initial
ing the lagoon thereby reducing odors. Solids shculd
with effluent at all times. When precharging is complete,
i..ys with recycled 'lagoon liquid. Fresh water should not
after initial filling.
'_.l west'_ n plan shall be followed. Thiz
snd __citing of waste (see attachment)
=racy 2tor3g0 pump -out of the lagoon when fluid level
e eaticn 46 1 as marked by permanent marker. Stop pump
n lieu talc -_.]id v r-F ches elevation 44.0 . This temporary
oraya, Less 23 yr- 24 hr storm, contains in —TT —cubic feet or
54 C :: gallons.

SHEET 2 OF
The recommended .maximum amount to apply per irrigation is
-• __._h and the recommended maximum application rate is 0.3
_._--. -_ the waste utilization plan for further detail_:.
.•_;•_ration on the embankment and areas adjacent to the
:-yc:n mewed annually. Vegetation should be fertilized as needed
.,aiatain _ vigorous stand.
,.. :'.ei:'air any eroded areas or areas damaged by rodents and
in vagetation.
_.-,.rface runoff is to be diverted from the lagoon to stable
a. :;_ep a minimum of Df feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
n,ct_ =rr-!•-3 in op•_i: dit:hes. Do not pump within 200 feet of a
100 =__: _f a well. Waste shall be applied in a
- •_-- -.. __ac:. __::e_ f:oi:,ertl and public right-of-ways.
water Act of 1977 prohibits the discharge of
n_t if the United Statc_s. The Department of
u Division of Env on-
o the sponsibilitr for enforcing this law.

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
171 Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
121/ Rendering at a rendering plant licensed under G.S. 106-168.7.
El71 Complete incineration according to 02 NCAC 52C .0102.
El a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
171 El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinionsof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
`772�T .�3 zG—iq
Signature of Farm Own r/Manager Date
Signature of Technical Specialist Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source - Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(ymwsh system is designed and operated
sufficiently to remove accumulated
soNs from gutters as designed.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
( Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
( j aintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(1 Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer: 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
(1 Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
( ) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes ( ) Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
Systems
winter) where manure is loaded for land applicauon
or disposal. ,.
() Provide for adequate drainage around manure stockpiles.
O Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (-1'pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
andowner Signaturd
Marton (lean erow$ Tr Farr'
(Farm Name).
31--2-41
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
(.)-Vegetative or wooded buffers;
(commended best managerpent
!psactices;
(•)Good judgment and common sense
(-1-& floors
(-yslotted floors;
(.I'Caterers located over slotted floors;
() Feeders�at high end of solid floors;
fy8-crape manure buildup from floors;
(.lVInderfloor ventilation for drying
Manure collection pits Urine
Parital micorbial decomposition
( requent manure removal by flush,pit
recharge,or scrape
(}tfnderfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
(-)'I-an maintenance;
( fficient air movement
Indoor surfaces Dust
(shdown between groups of animals
() Feed additives;
(I Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater
conveyanance
µ-ldnrerfloor flush with underfloor
ventilation
Pit recharge points Agitation of recycled lagoon
liquid while pits are filling
(I Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations Agitation during sump tank filling
and drawdown
(I Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(4}Pf6 r lagoon liquid capacity
(r6orrect lagoon startup procedures
( tmum surface area -to -volume ratio
( tnimum agitation when pumping
(I Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
( Frigate on dry days with little or no wind
(um recommended operation pressure
(Tfump intake near lagoon liquid surface
(1 Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
(1 Bottom or midlevel loading
() Tank covers
(1 Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
( oil injection of slurry/sludges
(9-4sh residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( oil infection of slurry/sludges
or sludge on field surfaces (�oioil incorporation within 48 hours
f3-S$ ead in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
( 4-rer5de and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads ( arm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
/ et44-4 1 i2 /leal-Ot frr
(Landowner Signature)
AMOC--November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: AC�, R; J e n b ar`<
b. Contractors Address: L1att kte , w t 1ggLL
c. Contractors Phone: cot a is-. s4o
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
�,,.z...
Q1w
0?9(, - ala0
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

Murphy -Brown, LLC 4/6/2015 P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
County:
Farm Capacity:
Marion Dean Brown
Dean Brown Farm
Duplin
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
4,320
Storage Structure:
Storage Period:
Application Method:
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.
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.
1 of 8

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.):
Capacity Type Waste Produced per Animal
4320
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3203 gal/yr
3861 gal/yr
10478 gal/yr
191 gal/yr
776 gal/yr
927 gal/yr
Total
Total
gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
4,004,640 gal/yr
4,004,640 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type
4320
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Nitrogen Produced per Animal
3.84 Ibstyr
6.95 Ibs/yr
18.86 Ibs/yr
0.34 Ibs/yr
1.40 Ibs/yr
1.67 Ibs/yr
Total
Ibstyr
Ibstyr
Ibstyr
Ibs/yr
Ibs/yr
7,208 Ibstyr
Total 7,208 Ibstyr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 56.17
Total N Required 1st Year: 15238.795
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 15,238.80
Total Nitrogen Produced by Farm: 7,208.35
Nitrogen Balance for Crops: (8,030.44)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibe N
Acreage Type Code Apply Yield Ibe WUnIt Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs WAc Lbs N Total Ibs N
Cods I Yield Ibs WUnit Residual IAc Utilized
Total
Lbe WAc
Total Ibe N
UUllzed
T72047
1
3.94
Rains
C
March -Sept
4.5
43
194
762.39
L
Sept -April
1
50
50
197
243.5
959.39
T72047
2
4.58
Rains
C
March -Sept
4.5
43
194
886.23
L
Sept -April
1
50
50
229
243.5
1115.23
T72046
3
3.99
Rains
C
March -Sept
4.5
43
194
772.065
L
Sept -April
1
50
50
200
243.5
971.565
T72046
4
2.14
Rains
C
March -Sept
4.5
43
194
414.09
L
Sept -April
1
50
50
107
243.5
521.09
T72047
Pivot 1
14.8
Noboco
C
March -Sept
6.5
46
299
4425.2
L
Sept -April
1
50
50
740
349
5165.2
T72047
Pivot2
16.39
Rains
C
March -Sept
4.5
43
194
3171.465
L
Sept -April
1
50
50
819.5
243.5
3990.965
T72047
6
1.97
Rains
C
March -Sept
4.5
43
194
381.195
L
Sept -April
1
50
50
98.5
243.5
479.695
sub field 1
1.42
Rains
C
March -Sept
4.5
43
194
274.77
L
Sept -April
1
50
50
71
243.5
345.77
sub field 2
1.31
Rains
C
March -Sept
4.5
43
194
253.485
L
Sept -April
1
50
50
65.5
243.5
318.985
sub field 3
2.63
Rains
C
March -Sept
4.5
43
194
508.905
L
Sept -April
1
50
50
132
243.5
640.405
sub field 4
3
Rains
C
March -Sept
4.5
43
194
580.5
L
Sept -April
1
50
50
150
243.5
730.5
Totals: 58.17 12430.3 2808.5 15238.8
3(a) of 8

Reception Area Specifications
Tract Field Irrigated soil 1st Crop Time to 1st Crop 1st Crop Lbs NIAc Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual IAc Utilized
2nd Crop Time to and Crop and Crop Lbs N/Ac Lbs N Total Ibs N
Code Apply Yield Ibs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Iba N
Utilized
Totals: 0
0
0 0
3(b) o/ a

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 farmers 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 exercised 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 definately 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.
CROP CODE LEGEND
Crop Code
A
B
C
D
E
F
G
H
J
K
L
M
N
0
P
Crop
Barley
Hybrid Bermudagrass - Grazed
Hybrid Bermudagrass - Hay
Com - Grain
Com - Silage
Cotton
Fescue - Grazed
Fescue - Hay
Oats
Rye
Small Grain - Grazed
Small Grain - Hay
Grain Sorghum
Wheat
Soybean
Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 Ibs N / acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
40 Ibs N / acre / yr
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.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Wean to Finish 0.306
4320 Feeder to Finish 0.36
1555.2
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 1555.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 7776 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 25 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 62.208 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application 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.
*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 responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr • inches
T72047 1 Rains C 0.4 1
T72046 2 Rains C 0.4 1
T72046 3 Rains C 0.4 1
T72047 4 Rains C 0.4 1
T72047 Pivot 1 Noboco C 0.5 1
T72047 Pivot 2 Rains C 0.4 1
6 Rains C 0.4 1
sub field 1 Rains C 0.4 1
sub field 2 Rains C 0.4 1
sub field 3 Rains C 0.4 1
sub field 4 Rains C 0.4 1
6 of 8

Additional Comments:
Sub Field acres are optional and for use with an "Aerway" or "honey wagon".
The acreage used in this NUP, is based on an irrigation design prepared by
Kevin Weston and is a recalculation done due to application land placed into
a conservation easement. There have been no changes made to the crop
plans.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Dean Brown Farm
Marion Dean Brown
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. Uwe 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 Owner: Dean Brown
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
Date
Toni W. King
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
reo
Date
8 of 8

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Dean Brown
Farm Name: Dean Brown Farm Facility 31-241
County: Dupiin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Wean to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
4320
Anaerobic Lagoon
> 1880 days
Irrigation
This amendment allows the producer to apply 100 Ibs/acre PAN on Small Grain. **Producer is
limited to 25 Ibs/ac PAN during the two month period of Dec and Jan ** Small Grain must be
adequately grazed or mechanically harvested by April 15th. PAN must be reduced 25% if grazed.
Owner/Manager
Date
1a-l6-\Is
Technical Specialist Date

Dean Brown Farm
Fac. No.: 31-241
Scale: 1 "=400'
Total Field 3 = 17.43 Ac.
Wetted = 14.80 Ac.
Sub Field 3 = 2.63 Ac.
P2
13.44 Ac. w/o End Gun
16.39 Ac. w/ End Gun
Total Field 4 = 21.36 Ac.
Wetted = 18.36 Ac.
Sub Field 4 = 3.00 Ac.
cifications:
a: w/Nelson 150 Big Gun
111" Nozzle m 60 PSI
121 5 GPM
Length
n Radius
P1
13.58 Ac. w/o End Gun
14.80 Ac. w/ End Gun
1'
Total Field 1 = 9.94 Ac.
Wetted = 8.52 Ac.
Sub Field 1 = 1.42 Ac.
Lagoon
W
�, Total Field 2 = 7.44 Ac.
Hog LA p" Wetted = 6.13 Ac.
a� Sub Field 2 = 1.31 Ac.
Lagoon
CA
Wells
w/100'
offsets

NUTRIENT UTILIZATION PLAN
1
2
3
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of the waste, he/she shall
provide evidence of an agreement with a landowner, who is within a reasonable
proximity, allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an update of the
Nutrient Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10
tons per acre per year provided grass filter strips are installed where runoff leaves the
field (See USDA, NRCS Field Office Technical Guide 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 land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding (See' Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause
drift from the site during application. No ponding should occur in order to control odor and
flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
1 of 3

NUTRIENT UTILIZATION PLAN
9
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11
12
13
14
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
15 provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
17
REQUIRED SPECIFICATIONS
(continued)
A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
20 human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21
Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
22 nutrient unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3