310386_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.
MAR 2 5 2019
;nl Operations Sectiz n
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. Farm Number: 31-0386 Certificate Of Coverage Number: AWS310386
2. Facility Name: William Edward Brock Farm
3. Landowner's Name (same as on the ;Waste Management Plan): William E Brock
4. Landowner's Mailing Address: /�2340 Pasture Branch Rd
�
City: Beulaville 3 `� State: NC Zip: 28518
Telephone Number: 910-296-1052 Ext. E-mail:
5. Facility's Physical Address: 2369 Pasture Branch Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duolin
7. Fann Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code): �
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy-134 LLC VW t t(" r i C'X
10. Operator Name (OIC): Melissa B. Wallace Phone No.: 910-296-0366 OIC #: 17319
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Operation Types:
Swine - Feeder to Finish 4,560
Swine Cattle Dry Poultry Other T■ nes
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 Poultr.
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
Built
Liner Type
(Clay, Synthetic,
Unlmown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
j(Inches)
"101
1
r�
C
Ci ,
41O `qL.%3
67,518.00U1
2
16\41 LP
C-yC`,. 14
'7 '1') 00
94,090.0-'1J
C.).91
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to theaddress below.
The CAWMP must include the following components:
1 The most recent Waste Utilization Plan (WUP), si;: ned br 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: 2019PermitRenewal(a3ncdenr.gov

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:s 143. 215..6A and "143-21'5.6B, any person •who knowingly , makes any false statement,
representation or -certification m any, application may be subject `to civil penalties .; up to $25 000 . per violation. (18 U.S.C.
Section 1001-provides=a punishmdit by•a 'fine `of;not mare 'that' $I0;000or imptisontnent-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 be by as principal executive officer of the corporation): .
Name: ,/ �.�', P? L��vGL�.) j_ ' 0 W 2 f
Signature: err &eill.
Name:
Signature:
Date:
- 9 -
Title:
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]
MAR 25Z019
Quellt ►
i)peratlons Sec' r
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Direct r
+:1
• ; w >
..NORTH. CAROLiNA
icnvtronmental Quoltty
February 27; 2019
William E Brock
William Edward Brock Farm
2340 Pasture Branch Rd z 3 y
B eulaville, NC 28518 A
_
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hnps:/ldeq.nc.gov/about/divisions/water-resources/water-oua1ity-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State NonDischarge General Permits. you must submit an application for
pemut coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The apnlication form must be completed. signed and returned by April 3. 2019.
Please note that you must include one t11 copy of . the Certified Animal Waste Manaeement Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be foiind on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Punlin County Soil and Water Conservation District
AFOG Section Central Files - AWS310386
Murphy -Brown LLC
��o5 North Cerna Department of Environmentel Quality 1 0s:on of Water Resources
512.Pi. Salisbury St. i 1636 Mail Senate Center I Raleaghi r', North Cerolsne 27699-1636
�'_ " 919-70710

3 f - 3 ao
Primary Secondary
❑❑
❑ ❑
LJ ❑
El El
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❑ ❑
El El
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.
Routine Mortality
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.1 O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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.
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).
Any method which, in the professional opinionoof 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.
� y , Signature of Farm Owner/Manager
�`'V � - -P
Signature of Technical Specialist
• Date
Date

Operator:Willie Brock County: Duplin Date: 05/03/93
Distance to nearest residence (other than owner): 1000.0 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
2160 head (finishing only) x 135 lbs. = 291600 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 291600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 291600 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 291600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 330.0 feet ; Inside top width 205.0 feet
Top of dike at elevation 49.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48.5 feet
Bottom of lagoon elevation 39.5 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 199.0 9.0
AREA OF TOP
LENGTH * WIDTH =
324.0 199.0
AREA OF BOTTOM
LENGTH * WIDTH =
270.0 145.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
297.0 172.0
64476.0 (AREA OF TOP)
39150.0 (AREA OF BOTTOM)
204336.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
64476.0 204336.0 39150.0
* DEPTH/6
1.5

VOLUME OF LAGOON nl' TOTAL DESIGN LIQUID LEVEE. = 461943 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
330.0 205.0 67650.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 67650.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 291600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 71210 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
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 = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 39462.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 42281.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 71210 cubic feet
5B. 0 cubic feet
5C. 39463 cubic feet
5D. 42281 cubic feet
TOTAL 152954 cubic feet
6. SUMMARY
Total required volume
Total design volume avail.
444554 cubic feet
461943 cubic feet
Min. req. treatment volume plus sludge accumulation 291600 cubic fe
At elev. 45.5 feet ; Volume is 282312 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 419662 cubic feet
At elev. 47.8 feet ; Volume is 417574 cubic feet (start pumping)
Seasonal high water table elevation
7. DESIGNED BY:...7tA ml VtINS". APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATIO
45.0 feet
DATE: 7 3
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT

fp
3oa5'a c
,a "--
Operator:Edward Brock County: Duplin
Has the site evaluation been completed
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
O sows (farrow to feeder)
2400 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other :
& approved:
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
e4
t70
Date: 12/16/96
yes
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 324000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 81600.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet
Inside top width (feet)
O lbs
O lbs
324000 lbs
O lbs
O lbs
O lbs
324000 lbs
0 cu. ft. add. treat. vol.)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Emergency spillway depth of flow(feet)
Side slopes (inside lagoon)
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 344.0
AREA OF TOP
LENGTH * WIDTH =
344.0 264.0
AREA OF BOTTOM
LENGTH * WIDTH =
284.0 204.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.0 234.0
CU. FT. = [AREA TOP +
90816
350.0
270.0
52.00
41.00
1.00
0.00
3.0 : 1
WIDTH DEPTH
264.0 10.00
90816 (AREA OF TOP)
57936 (AREA OF BOTTOM)
293904 (AREA
(4*AREA MIDSECTION)
293904
OF MIDSECTION * 4)
+ AREA BOTTOM] * DEPTH/6
57936 1.6'

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area
350.0 270.0 0.0
94500.0 square
Buildings (roof and lot water) or
0.0 square
TOTAL DA 94500.0 square
of connecting waste facility
feet
impervious area
feet
feet
Describe this area.
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 = 324000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 591840 gals. or 79123.0 cubic feet
5B. Volume of excess water
Volume = 2172.2 gallons/day *
Volume = 52272.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall
180 days evaporation =
180 days rainfall =
Volume = 8.5 in * DA / 12 in
Volume = 0.0 in * lagoon DA/
Volume = 67095 cubic feet
180 days storage/7.48 gallons
per CF
exceeds evaporation by largest amount.
0.0 inches
8.5 inches
. per ft. = 67095 cubic feet runoff
12 in./ft = 0 cubic feet evap.

Total Designed volume Available = 737760 CU. FT.

Must be > or = to min. req. treatment el.=>
Min. Required treatment volume
Volume at stop pumping elevation
Start pumping elev.
> 324000
> .324605
> 49.50
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation >
Required volume to be pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY.
DATE:
APPROVED BY:
DATE:
47.00 feet
cu. ft.
cu. ft.
feet
& heavy rain
619635 cu. ft.
605600 cu. ft.
198490 cu. ft. *
198843 cu. ft.
1.5 feet
See "C"ofi 1,;.,,,

5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 118125 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
5B.
5C.
5D.
5E.
TOTAL
6. SUMMARY
79123 cubic feet
52272 cubic feet
67095 cubic feet
118125 cubic feet
0 cubic feet
316615 cubic feet
Temporary storage period
Rainfall during wettest period of storage===>
Evaporation during storage period >
25 year - 24 hour rainfall >
Heavy rain >
Freeboard >
Side slopes >
Inside top length >
Inside top width
Emergency spillway elevation(if planned)====>
Top of dike elevation >
Bottom of lagoon elevation >
Top of sludge elevation >
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
180
8.5
0.0
7.5
7.5
1.00
3.0
350.0
270.0
51.00
52.00
41.00
42.37
722215
737760
45.00
47.05
45.00
days
inches
inches
inches
inches
feet
: 1
feet
feet
feet
feet
feet
feet
cu. ft. *
cu. ft. *
feet
feet
feet

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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 49.50 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.05 . This temporary
storage less 25 yr and heavy rain contains 198843 cubic feet or
1487348 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When thesepipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
2019
�r^�I Opp'rr

When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

Source
Swine Farm Waste Management Odor Control Checklist
Cause
Farmstead
• Swine Production
BMPs to Minimize Odor
Site Specific Practices
5t Vegetative or wooded buffers;
i ( Recommended best management practices;
tg Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals
fX Dry floors
Floor surfaces
• Wet manure -covered floors
• Slotted floors;
;r Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits
• Urine;
• Partial microbial decomposition
$J Frequent manure removal by flush, pit recharge, or
scrape;
❑ Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
• Dust
a Fan maintenance;
a Efficient air movement
Indoor surfaces
• Dust
▪ Washdown between groups of animals;
O Feed additives;
O Feed covers;
MI Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid
while tanks are filling
O Flush tank covers;
❑ Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
conveyance
O Underfloor flush with underfloor ventilation
Pit recharge points
• Agitation of recycled lagoon liquid
while pits are filling
f' Extend recharge lines to near bottom of pits with
anti -siphon vents
Lift stations
• Agitation during sump tank filling
and drawdown
AMOC - November 11, 1996, Page 3
O Sump tank covers

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater
junction boxes conveyance
O Box covers
End of drainpipes at lagoon
• Agitation during wastewater
conveyance
Lagoon surfaces
• Volatile gas emission;
• Biological mixing;
• Agitation
Irrigation sprinkler nozzles • High pressure agitation;
• Wind drift
Storage tank or basin
surface
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend discharge point of pipes underneath
lagoon liquid level
0
Proper lagoon liquid capacity;
Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
Minimum agitation when pumping;
Mechanical aeration;
Proven biolocical additives
Irrigate on dry days with little or no wind;
Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
Pump from second stage lagoon
❑ Bottom or midlevel loading;
❑ Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
• Mixing while 'filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid level;
O Remove settled solids regularly
Manure, slurry or sludge
spreader outlets
• Agitation when spreading;
• Volatile gas emissions
❑ Soil injection of slurry/sludges;
❑ Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Dead animals
Dead animal disposal pits
• Volatile gas emissions while drying
• Carcass decomposition
• Carcass decomposition
AMOC - November 11, 1996,' Page 4
O Soil injection of slurry/sludges;
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
▪ Proper disposition of carcasses
O Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits

Source Cause BMPs to Minimize Odor
Site Specific Practices
Incinerators
• Incomplete combustion
Standing water around
facilities
• Improper drainage;
• Microbial decomposition of organic
matter
O Secondary stack burners
ti Grade and landscape such that water drains away
from facilities
Mud tracked onto public
roads from farm access
• Poorly maintained access roads
Additional Intbr nation:
01 Farm access road maintenance
Available From:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; RRAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance 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
AMOC - November 11, 1996, Page 5
NCSU, County Extension Center
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids ❑ Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
0 Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
O 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
Maintain 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 System,
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e. g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
O 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
O laikStatOn. and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
O 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.
Dry Manure Handling • Accumulations of animal wastes
Systems
O Remove spillage on a routine basis (e.g., 7-10 day
interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
or disposal.
O Provide fo adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
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, Page 2

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7*-

ANIMAL WASTE UTILIZATION PLAN
Producer: WILLIAM EDWARD BROCK
Location:
2340 PASTURE BRANCH RD
BEULAVILLE NC 38518.
Telephone:
910-296=1052
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 4560.00 hogs
(Design Capacity)
STORAGE STRUCTURE: .Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1.. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,.
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations:
Page: 1,

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
.you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
.same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
4560 hogs x 1.9 tons waste/hogs/year = 8664 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4560 hogs x 2.3 lbs PAN/hogs/year = 10488 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
page2

•
ANIMAL WASTE UTILIZATION' PLAN:.
C° ;` • TABLE 1 ACRES OWNED BY 'PRODUCER•
, `: f
•
TRACT
FIELD
'
SOIL TYPE & CLASS =
DETERMINING PHASE
•
'
.
CROP.:
.CODE, .'
APPLX.
METH
YIELD..
' • .
LBS °•
. •AW "'N
PER: AC
COMM'. N.
' `. PER• • .
AO.'
or
RESI.D .
'N
- * *
ACRES
' .
* .LBS
. AW N
USED.
P,P.PLIC
TIME-
4776
H1A
PAA -
•
BC •..,•..•
I .
4 :7 • .
235
0
:56
131.6
S
--- _
?WIZ.
4776
-H1A
SG
I
50
0
.56 28
SEP-APR
4787
H 1.
PAA
BC 4.7 235 0
I
1.76 413.6
-Sg
4787
-H1
SG
I.
50
0
1.76
88
SEP-APR
7
4787
4787
4787
4787
4787
4787
4787
H2
-H2
H3
-H3
H4
H4
-H4
PAA
PAA
PAP.
PAA
BC 4.7 235 0 2.31. 542.85
I i I I' R CEP
4iar-D�,
SG
I 1 1 [5 0 0 2.31 1115.5
I SEP-APR
BC
SG
I
.I BC
- I
4.7 I235
50
0
4.7 1235 10
4.7.
50
235
1 50
0
0
2.49
2.49
.34
1.98
1.98
58.5.15
:77SEP
124.5
SEP-APR
SEP-APR
99
SEP-APR
•
4787
H5
1' IS 7 I -H5
PAA
BC 4.7 +235.
I
SG I 1 I 50•
1 °
1.3
305.5
I1.3 16
a '1,0
he-1-4" 11.W74:Ci / :6744,
(110,3-6,‘\ eAp-po \ aAver)--- g- 11 151-1 `I'43 3

.m.
ANIMAL WASTE. UTILIZATION PLAN
I
II
!SEP-APR
4787 H6 IPAA
4787
-H6
BC
I
SG
I
147
235
50
0 I1.28
1.28
300.8
R SE?
1.z2et
_S�•APR '�
4787
IPAA
IBC
I
4.7
235
1.94 I455.•9
-SET
4787
-H7
SG
I
50
1.94 19
•
SEP-APR
235 10 I2.,38 1559.3
4787
H10 IPAA
4787 I-H10
4 7,81
4.7,8'7
Alga
4,7
Arno
4`7
7$7 H13 PAA
48`7 -H13
4 ti"7 IH14 I PAA
H11 JPAA
-H11
H12 IPAA
-H12
BC
I
ISG
I
BC
I
ISG
!I
BC
SG
I I
BC
I
ISG
I
1
I4.7
235
50
0
235 10
I50 I0
11.72 1404.2
=17/'
86
SEP-APR
1.72
3.92
13.92
921.2
-11M71k
196
SEP-APR
4.7
14.7
235
50
1235
1 150 10
0
3.84
902.4
4-0421
3.84 [192
SEP-APR,
0 12.48
582.8
,APR SEP
2.48 124
SEP-APR
IBC 14.7 '235 10 12.93 688.55
Page:. 4

ANIMAL WASTE UTILIZATION PLAN
4708.7 rhhl4
L r r\to
47
11115
PAA
SG
I
BC
I
4.7
50
235
0
2.93 146.5
. iP Are
3.29
487 1-H15
kArY!
IH16
H16
LEND
SG
I
BC
I
IG
I
1
4.7
50
235
50
I°
3.29
.75
.75
7 3.15
f64 .5
176.
-7.5
SEP-APR
TOTALI10599.1
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE -
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS -
DETERMINING PHASE
END
CROP
CODE
APPLY
METH
YIELD
LBS
AW N
PER AC
COMM N
PER
AC
or
RESID.
N
.** * LBS
ACRES AW N
USED
APPLIC
TIME
TOTAL 0
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will' definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the . fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
BC
SG
***
CROP UNITS
HYBRID BERMUDAGRASS-_CONTROLLED GRAZED,_
SMALL GRAIN OVERSEEDED -
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
1 WETTABLE
ACRES
37.19
0
37.19
LBS AW N USED
10599.15
0
10599 .15
*** BALANCE
TONS
AC
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
PER UNIT
50
50
Page: 7

***
ANIMAL WASTE UTILIZATION PLAN
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge -will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce .
approximately 1687.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately•8436
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 28.12 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 67.488 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 2596 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
:hat an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 8

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
(Application RatelAppli.c. Amount
Tract Field Soil Type I Crop I (in/hr) j (inches)
4776 1 H1A 1 PAA 1 BC 1 .70 1 *1.0
4776 1 -H1A 1 1 SG 1 .5 1 *1
4787 1 H1 1 PAA 1 BC 1 .70 1 *1.0
4787 I H10 1 PAA J BC 1 .70 1 *1.0
4787 1 H11 1 PAA BC 1 .70 1 *1.0
4787 1 H12 1 PAA 1 BC 1 .70 1 *1.0
4787 1 H13 PAA BC .70 1 *1.0
4787 1 H14 1 PAA 1 BC 1 .70 1 *1.0
4787 1 H15 1 PAA 1 BC 1 .70 1 *1.0
7 1 H16, 1 PAA 1 BC 1 .70 1 *1.0
Page: 9

ANIMAL WASTE UTILIZATION PLAN
4787 1 H2 PAA 1 BC 1 .70 1 *1.0
4787 1 H3 1 PAA 1 BC 1 .70 I *1.0
4787 1 H4 1 PAA 1 BC 1 .70 1 *1.0
4787 1 H4 1 PAA 1 BC 1 .70 1 *1.0
4787 1 H5 1 PAA 1 BC 1 .70 1 *1.0
4787 1 H6 PAA 1 BC 1 .70 1 *1.0
4787 1 H7 1 PAA 1 BC 1 .70 1 *1.0
4787 H8 PAA
4787 I H9 J PAA
4787 1 -H1
BC
BC
.70 ( *1.0
SG
.70 1 *1.0
.5 1 *1
4787 1 -H10 1 1 SG .5
4787 1 -H11 1 1 SG I .5
*1
*1
Page: 10

ANIMAL WASTE UTILIZATION PLAN
4787
-H12
4787 1 -H13
4787 1 -H14
SG 1 .5
SG
SG
*1
5 I *1
5 I *1
4787 I -H15 1 1 SG 1 .5
4787 1 -H16
4787 1 -H2
SG
SG
*1
.5 1 *1
.5 1 *1
4, d7 1 -H3 1 1 SG 1 . 5
4787 -H4
4787 I -H4'
4787 1 -H5
SG
SG
SG
4787 1 -H6 1 1 SG .5
4787 1 -H7
SG
4787 I -H8 I 1 SG 1 .5
*1
Page: 11

ANIMAL WASTE UTILIZATION PLAN
4787
-H9
SG
.5
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation._ The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per. year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can bereduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
-grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 13

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should ld be
held to a minimum and a suitable winter cover crop planted
more
thkean up30 releasednutrients.tooiplanti g ofWaste
theshall
crop orbe forages breaking
than 30 days p p
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the 'site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A.protective cover of appropriate vegetation will be berms,
established on all disturbed areas (lagoon embankments,
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.
germs and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 14

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed. to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate — determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted .for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five. years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other wasteshall be
maintained for five (5) years.
23-: Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 15

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000,
1. If this facility can comply with it existing permit and CAWMP it must do so.
2. Temporary Addition ofNew Sprayfields (*) (Check appropriate boxes.) —
Q A. acres of cropland. List crop types used:
Q B. acres of hardwood woodland @ 100 lbs PAN / acre added.
[] C. acres of pine woodland added @ 60 lbs PAN lucre added.
3. Summer Perennial Grass (Check appropriate box.)
Q A. Application window extended for acres of perennial grass until first killing frost.
B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
4. PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
[] A. PAN application increased up to 200 lbs per acre for _ig *acres of smaII grains or winter grasses to be harvested.
0 B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
Q A. Prior to December IS`, 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prigto the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec.15` .)
se current waste analysis to determine PAN.
6. Rea uired - Maximum Nitrogen Utilization Measures for Small Grains and Winter grasses. J
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Rea uired - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner / manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner / operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number 1 - 3 kL
�.r)//ff 1' E re) C:/�
Facility Owner / Manager Name (PRINT)
Facility Owner / Manager Signature
Date /7- 2-Z — /�
ti
W in fi w.¢rd
Facility Name—�
l Ail 44 y !/ rt) 5 C) +^
Technical Specialist Name (PRINT)
•
Date
Techtt'` -Specialist-Siiature
//-)Z- _q
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/10/1999

Emergency Action Plan
This plan will be implemented in the event that wastes from your operations are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be available to all employees at
the facility, as accidents, leaks, and breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking form the waste distribution system:
• pipes and sprinklers:
® stop recycle (flushing system) pump
20 stop irrigation pump
O close valves to eliminate further discharge
O separate pipes to create an air gap and stop flow

• flush system, houses, solids separators:
O stop recycle (flushing system) pump
O stop irrigation pump
O make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump,
and pump back into the lagoon.
• if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of
an individual experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: [phone];
after hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident, the
exact location of the facility, and the location or direction of movement of the
spill, weather and wind conditions, what corrective measures have been taken,
and the seriousness of the situation.
b) If the spill leaves the property or enters surface waters, call the local EMS:
296-2160.
..=In tti etj'EMS to contact the local Health Department: 296-2130.
MAR 2 i 2019
-2-

d) Contact CES: 296-2143
local NRCS office: 296-2120
and your integrator:
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b)
c)
-3-

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: William Edwand Brock Farm
Previous Owner(s) Name William Edwand Brock
New Owner(s) Name:
Mailing Address:
Emily Brock
2369 Pasture Branch Rd. Beaulaville, NC
Facility No:
Phone No:
Phone No:
31-386
910-2961052
910-271-1745
Farm Location: County: Duplin
Please attach a copy of a county road map with location identified and described below (Be specific: road names,
directions, milepost, etc.): SR # 1953 off Hwy 50 between Kenansville & Chinquapin
Operation Description:
Type of Swine No. of Animals
Type of Poultry No. of Animals Type of Cattle No. of Animals
n Wean to Feeder D Layer in Dairy
El Feeder to Finish n Pullets n Beef
n Farrow to Wean
n /Farrow to Feeder
Farrow to Finish 4560 Other Type of Livestock: Number of Animals
n
Wean to Finish
Gilts
Boars
Acreage Available for Application: 39.4 Required Acreage: 39.4
Number of Lagoons / Storage Ponds: 2 Total Capacity: 1,199,703 Cubic Feet (ft3)
.,,.,.****************************************_***************************************************************************************
Owner / Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance procedures
established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above and will implement these procedures. I (we) know
that any modification or expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will
require a permit modification before the new animals are stocked. I (we) understand that there must be no discharge of animal waste from the
storage or application system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25 - year, 24 - hour storm and there must not be run-off from the application of animal waste. I (we) understand that this facility may be covered
by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water Quality to issue the required permit
to the new land owner.
Name of Previous Land Owner: William E. Brock
Signature: Deceased
Date:
Name of New Land Owner: Emily Brock
Signature:e,.,t ' .Ac. Date:
Name of Manage if different from owner):
Signature: Date:
Please sign and return this form to:
N.C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
November 1, 2004

NASH COUNTY
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Register of Deeds - Nash County
this she 20 / 1 -�'�� hI
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DHHS 3914(REVISED 07/13} NC VI' PAL RCCt)Rna Deputy,/eedeeaatP S1 [ePeFB(
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