090199_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. Farm Number: 09-0199
2. Facility Name: Shady Branch Farms. LLC Pine View 1& 2
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 100 Lake Dr
City: Clinton
Telephone Number: 910-284-2061 Ext.
5. Facility's Physical Address: 353 Pig Palace Ln
City: Clarkton
6. County where Facility is located: Bladen
7. Farm 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"):
10. Operator Name (OIC): Timothy Allen Mitchell
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
State: NC
E-mail:
State: NC
Swine - Wean to Feeder
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Certificate Of Coverage Number:
AWS090199
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WerQuality
Regional Operations Section

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,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
09-199-1
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09-199-2
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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 the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sten ed 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 be by a principal executive officer of the corporation):
Name: htt j' /^ AGk re yer)746, Li-t- Title: _ 0644 er//s14 ht er
a
- � ✓ Date: ' %3 ' 20/,
Signature:
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

WASTE UTILIZATION PLAN
Tuesday, April 12, 2016
Producer : Shady Branch Properties, LLC
Farm Name : Pine View Nursery 9-199
100 Lake Dr.
Clinton,NC 28328
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 8400 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
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APR 032019
WW'QrQuelity
Regional Operations Seponn
Page 1 of 10

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8400 pigs X .4 tons waste/pigs/year = 3360 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8400 pigs X .48 Ibs PAN/pigs/year = 4032 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD
SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE
4527 1 NORFOLK 0-2% BH 6.5 299
4527 - 1 NORFOLK 0-2% SG 1 50
4527 2 .NORFOLK 0-2% BH 6.5 292.5
4527 - 2 NORFOLK 0-2% SG 1 50
4527 3 GOLDSBORO 0-2% BH 6.5 299
4527 - 3 .GOLDSBORO 0-2% SG 1 50
4527 4 GOLDSBORO 0-2% BH 6.5 299
4527 - 4 GOLDSBORO 0-2% SG 1 50
4527 5 NORFOLK 0-2% BH 6.5 299
_
4527 - 5 'NORFOLK 0-2% SG 1 50.
4527 6 GOLDSBORO 0-2% BH 6.5 299
4527 - 6 GOLDSBORO 0-2% - SG 1 50
4527 7 1NORFOLK 0-2% BH 6.5 299
4527 7 !NORFOLK 0-2% SG 1
4527 8 AYCOCK 0-1% BH 6.4
4527 - 8 AYCOCK 0-1% SG 1
N/ACRE N/ACRE USED TIME
0 1.37; 409.63 MAR-SEP
0 1.37! 68.5 SEP-MAY
0 0.7 204.75' M• AR-SEP
0 0.7 35 S• EP-MAY
0 1.8 538.2 MAR-SEP
0 1.8 90 S• EP-MAY
0 1.28 382.72 MAR-SEP
0 1.28 64 SEP-MAY
0 1 299 MAR-SEP
0 1 50 SEP-MAY
0 2.35 702.65 MAR-SEP
0 2.35 117.5 SEP-MAY
0 3.5 1046.5' MAR-SEP
50 0. 3.51 175 SEP-MAY
280.32 0 3.86 1082.04 MAR-SEP
50 0 3.86 193 SEP-MAY
TOTALS: 5458.49
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
RECE RCZZ/D1N
APR 032019
WrEullty
Regional Operations SeotiOti
Page 2 of 10

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT • FIELD SOIL TYPE &CLASS -
DETERMINING PHASE
4528 * 10 NORFOLK 0-2%
4528 * 10 NORFOLK 0-2%
4528 * 10 NORFOLK 0-2%
4528 10 NORFOLK 0-2%
4528 * 9 ,NORFOLK 0-2%
4528 * 9 NORFOLK 0-2%
4528 * 9 NORFOLK 0-2%
4528 * 9 NORFOLK 0-2%
CROP
CODE
C
SB
WA
C
w
SB
WA
YIELD LBS AW COMM ACRES
N/ACRE N/ACRE
138
60
35
1
138
60
35
1
131.1 0 4.23
125.4
136.85
30
131.1
125.4
136.85
30
0 4.23
0 4.23
0 4.23
0 4.13
0 4.13
0 4.13
0 4.13
LBS AW APPLIC.
USED TIME
554.553 MAR-JUN
530.442 SEP-APR
578.876 APR-SEP 15
126.9 SEP-ARP
541.443 MAR-JUN
517.902 SEP-APR
565.191 APR-SEP 15
123.9 SEP-ARP
TOTALS: 1769.60
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
C CORN
BH HYBRID BERMUDAGRASS-HAY
.SG SMALL GRAIN OVERSEEDED
SB SOYBEANS
W - - WHEAT
WA WINTER ANNUALS
UNITS
BUSHELS
TONS
AC
BUSHELS
BUSHELS
AC
LBS NIUNIT
1.25
50
50_
4
2.4
100
Page 3 of 10

TOTALS FROM TABLES 1 AND 2
TRACT
4527
' 4527
.4527
4527
44527
;4527 -
!4528
4528
:4528
'4528
TABLE 1
TABLE-2-
ACRES
15.86
8.36
LBS AW
N USED
5,458
_- 1,770
TOTALS: 24.22 7,228
AMOUNT OF N PRODUCED: 4,032
*** BALANCE -3,196
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 638.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
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 APPLICATION
CROP RATE (in/hr) AMT (inches)
SG 1 0.50 *1
*1
*1
*1 -
*1-
FIELD
-1, -2, -5, -7
1,2,5,7
-3,.,4 -6
3, 4, 6
-8
8
_10 -9
*10, T9
*10, *9
* 10, *9
SOIL TYPE
NORFOLK 0-2%
NORFOLK 0-2%
GOLDSBORO 0-2%
GOLDSBORO 0-2%
AYCOCK 0-1%
'AYCOCK 0-1%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
BH
SG
BH
SG
BH
WA
W
SB
C
0.50
0.50
0.50
0.35
0.35
0.50
0.50 *1
0.50 *1
0.50 *1
*1
*1
Page 4 of 10

* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5 of 10

NARRATIVE OF OPERATION
Grain sorghum may be planted on the leased land and fertilized at the reate of 98 Ibs/N/ac.
Page 6 of 10

PLANS & 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. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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 anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 7 of 10

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 landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, Teaks, 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 as a preemergence with no other 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 fpr 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 amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: Pine View Nursery 9-199
OWNER ! MANAGER AGREEMENT
[ (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: 4 Shady Branch Properties, LLC
r .
SIGNATURE • ` .,k- 1Iuf" DATE: -a-1(7
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
C(910) 385-1000
SIGNATURE: .¢j d `-� DATE: 9-7.2-
Page 9 of 9

USDA a, States
nt of
11 Agriculture Bladen County, North Carolina
Farm 11__ /5
Tract 4527
2016 Program Year
CLU
Acres
HEL
Crop
1
15.5 _
NIiEL
2
2.51
NHEL
3
2.83
NHEL
4
44.82
NHEL
Noncropland
5
0.08
NHEL
Noncropland
Page Cropland Total: 20.84 acres
Map Created March 30, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
4 Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership: rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data 'as is' and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Source_
Animal body surfaces
Floor surfaces
Manure collection pits
• Dirty manure -covered animals
• Wet manure -covered floors
• Urine;
• Partial microbial decomposition
Swine Farm Waste Management Odor Control Checklist
Cause BMPs to Minimize Odor
• Swine production Vegetative or wooded buffers;
0 Recommended best management practices;
Good judgment and common sense
Ventilation exhaust fans
Indoor surfaces
Flush tanks
Flush alleys
Pit recharge points
Litt stations
• Volatile gases;
Dust
• Dust
Sr Dry floors
Site Specific Practices
t Slotted floors;
Q"Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
O Underfloor ventilation for drying
6d' Frequent manure removal by flush, ph recharge,
or scrape;
O Underfloor ventilation
Fan maintenance;
B' Efficient air movement
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
Outside,drain collection •
or junction boxes
Washdown between groups of animals;
0 Feed additives;
O Feeder covers;
lFeed delivery downspout extenders to feeder
covers
O Flush tank covers;
O Extend fill lines to near bottom of tanks with
antl.siphon vents
O Underfloor flush with underfloor ventilation
'Extend recharge lines to near bottom of pits
with anti -siphon vents
0 Sump tank covers
Agitation during wastewater
conveyance
AMOC - November 1 1, 1996, Page 3
0 Box covers

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

Swine Manure Management ; 0200 Ru1eBMP Packet
. Source
Cause
Standing water around • improper drainage;
facilities
Manure tracked onto
public roads from farm
access
• Microbial decomposition of
organic matter
• Poorly maintained access roads
Additional Information :
•
BMPs to Minlmize.Odor __ Site Specifi
' Grade and landscape such that water drains
away from facilities
ID/Farm access road maintenance
ctices
'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 Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatrent and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings ; P1H-33
Environmental Assu,ance 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
a
AMCC - November 11, 1996, Page 5
Available From :
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

t
9-1
Insect Control Checklist for Animal Operations
Cause � BMPs to Control Insects
Site Specific Practices
Excessive Vegetative • Decaying vegetation
Growth
Source
Flush Gutters "Flush system Is designed and operated
sufftelently to remove accumulated solids from
gutters as designed.
6a' Remove bridging ofaccumulated solids at
discharge
• Accumulation of solids
Lagoons and Pits • Crusted Solids —TiEF 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.
Liquld Systems
&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 Systems
Feeders • Feed Spillage 2/ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (c.g., 7 - 10
day interval during summer, 1S-30 day interval
during winter).
Feed Storage
• Accumulations of feed residues l' 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).
0 inspect for and remove or break up accumulated
solids In filter strips around feed storage as
needed.
AMIC - November II, 1996, Page 1

{ Source Cause BMPs to Control Insects.
Animal Holding Areas • Accumulations of animal wastes 0 1,....,inate low areas that trap moisture along
and feed wastage 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).
Site -Specific Prai
Dry Manure Handling • Accumulations of animal wastes 0 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.
.0 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes In filter strips around stockpiles and
manure handling areas as needed.
Systems
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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION 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 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 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 or may not be possible. Suggested
responses to some possible problems are listed below.
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 flow 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 flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
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 the lagoon bottom as
soon as possible.
1 12/12/2007

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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: [phone]. Your phone call should include: your name,
facility number, and telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions. The corrective measures that have been undertaken and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your 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 offsite damage.
a. Contractors Name: Murp y Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. 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.
2 12/12/2007

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
El El
❑ ❑
O ❑
O O
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 10.6-403). The bottom of the burial pit should be at least one foot above the seasonal
high ater table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .D200.
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' 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 n�ethod which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass n iortality 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 atastrophic 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
w ste 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.
Signature of Farm Owner/Manager
-/1—.��
Date
Signature of Technical Specialist Date

'grower: Pineview Nursery #1
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
ANAEROBIC
Designe
Checke
WASTE LAGOON
(i By: KRW
d By: DSE
Date:
Sheet 1 of 7
DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Ponulation:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
56400 (Cu.Ft.)
76855 (Cu.Ft.)
157500 (Cu.Ft.)
(YIN)
(Y/N)
(YIN)
(Y/N)
Depth
11.20 Ft,
28.8 In.
62.4 In.
DESIGN VOLUMES
Total Volume = 290,755 (Cu.Ft.)
N
N
N
N
4200 Hd.
0
0
0
0
0
0
180 Days
7.5 In.
7,5 In.
7,0 In.
0
0
43O loc.) , .,•
1.0 Ft.
.AerFt.
3 :1 (H:V)
240.0 Ft.
188.0 Ft.
105.00 Ft.
93.80 Ft.
102.60 Ft.
99.80 Ft.
REQ'D.
56,932 (Cu.Ft.) 100.94%
100,663 (Cu.Ft.) 130.98%
159,755 (Cu.Ft.) 101.43%
317,350 (Cu.Ft.) 109.15%
F 1/2 Treatment Volume
1/2 Treatment Volume Elevation
90 Temporary Storage Volume Elevation =
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
78,750 (Cu.Ft.)
97.17 Ft.
101.24 Ft.
93.94 In.
45.08 In,
1.6 Ft.
45,120 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Elevation (FT.)
93.80
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
103.00
104.00
105.00
Grower: Pineview Nursery #1
Address: 412 La Fayette St
Clinton, NC 28328
County: Bladen
Liesigned By:
Checked By:
Date:
Sheet 2 of 7
ACTUAL DESIGN VOLUME
BASE VOLUME: j 'Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
20,874
21,228
23,040
24,924
26,880
28,908
31,008
33,180
35,424
37,740
40,128
42,588
45,120
CALCULATIONS
Incr. Vol. (Cu. FT)
4,210
22,134
23,982
25,902
27,894
29,958
32,094
34,302
36,582
38,934
41,358
43,854
DSE
12/17/08
Cumul. Vol. (Cu, FTl
0
4,210
26,344
50,326
76,228
104,122
134,080
166,174
200,476
237,058
275,992
317,350
361,204
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 290,755 CF CUMULATIVE VOL. ZONE VOL. 109.15%
END PUMP = = = = 99.80 FT
START PUMP = = 102.60 FT
MAX STORAGE = 104.00 FT
Murphy -Brown, LLC Engineering
159,755 CF TR'MT
260,419 CF TEMP
317,350 CF STORM
P.O. Box 856 ,Warsaw, NC 28398
159,755 �Mw101.43%
100,663 130.98%
56,932 100.94%
[phone]

Grower: Pineview Nursery #1
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
Designed By:
Checked By:
Date:
Sheet 3 of 7
KBW
DSE
12/17/08
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge Sto
[Animal Type Capacity ALW ' (cu.ft./Ib)
= Total
Nursery
4,200
30
1.00
126,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
126,000
Animal Type Capacity A ALW " (cu.ft.fib = Total
Nursery
4,200
30
0.25
31,500
Wean to Finish
0
115
0.25
0
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
0
Total Required Sludge Storage Vo ume (cu. ft.)=
Temporary Storage Volume:
Manure Pr
[Animal Type Capacity * Sto. Period dIday)= Total 3
Nursery
4,200
180
0.30
226,800
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
—180
4.50
0
Farrow to finish
0
13.50
0
Boars
0
180 i
4.00
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
Animal Type
Nursery
Wean to Finish
Capacity * Sto. Period d./day) = Total
4,200 180 0.20
0 180 0.77
30,321
1
151,200
0
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
0
0
180
0.90
0
180
180
2.90
3.50
0
0
180
9,50
Boars
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
180
2.70
0
151,200
20,214
Murphy -Brown, LLC Engineering
P.U. Box 856, Warsaw NC 28398
[phone]

Grower: Pineview Nursery #1
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
Temporary Storage Volume: (Cont.)
Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
VoI.= (45120 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Val.=(Lagoon Surf. Area + Addt'I Drainage Area) * 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (45120 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
VoI.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45120 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(100Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
Murphy -Brown, LLC Engineering
TOTAL REQUIRED VOLUME = 290755 (CU.FT.)
26,320
28,200
28,200
56,400 (CU.FT)
76,855 (CU.FT)
157,500 (CU.FT)
P.O. Box 856, Warsaw NC 28398 [phone]

I
Grower:
Address:
Pinevlew Nursery #1 Designed By: KBW
412 LaFayette St Checked By: DSE
Clinton, NC 28328 Date: 12/17/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 100Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 317350 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth -
Total Lagoon Depth
Murphy -Brown, f_l_C Engineering
105.00 FT.
Not AI Applicable
104.00 FT.
103.31 FT.
102.60 FT.
99.80 FT.
95.21 FT.
0.00
93.80 FT.
240.00 FT.
188.00 FT.
3:1 H:V
45,120 SF
1.6 FT.
1.00 FT,
180 Days
6.0 FT.
2.8 FT.
2.4 FT.
11.2 FT.
P.O. Box 856, Warsaw NC 28398 [phone]

_.__•,,;rower: Pineview Nursery #2
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
Designed By: KB
Checked By: DSE
Date: 12/17/08
Sheet1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
100 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth:
Side Slopes:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(YIN)
(YIN)
(Y/N)
LAGOON VOLUME REQUIRED VOL.
Storm Star = 56744 (Cu.Ft.)
Temporary = 77015 (Cu.Ft.)
Permanent = 157500 (Cu.Ft.)
Total Volume = 291,259 (Cu.Ft.)
Depth
11.20 Ft.
28,56 In.
60 In.
DESIGN VOLUMES
57,114 (Cu.Ft.)
95,740 (Cu.Ft.)
169,555 (Cu.Ft.)
322,409 (Cu.Ft,)
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation
Min, Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
78,750 (Cu.Ft.)
91.96 Ft.
95.77 Ft.
Y
N
N
N
4200 Hd.
0
0
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
1.0 Ft.
•a ;3"Ft.
3 :1 (H:V)
99.50 Ft.
88.30 Ft.
97.12 Ft.
94.50 Ft.
100.65%
124.31%
107.65%
110.69%
90.43 In.
44.79 In,
1.6 Ft.
45,395 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 .Warsaw, NC 28398
[phone]

Grower: LJIneview .ursery #2
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
[Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu.r-1Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SF) Incr. _Vol. .Cu. FTJ Cumul. Vol. (Cu. FT1
88.30 21,359 0
89.00 22,620 15,393 15,393
90.00 24,481 23,551 38,943
91.00 26,406 25,444 64,387
92.00 28,396 27,401 91,788
93.00 30,451 29,424 121,211
94.00 32,572 31,512 152,723
95.00 34,757 33,665 186,387
96.00 37,007 35,882 222,269
97.00 39,322 38,165 260,434
98.00 41,703 40,513 300,946
99.00 44,148 42,926 343,872
99.50 45,395 22,386 366,257
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL 291,259 CF
END PUMP = = = = 94.50 FT
START PUMP = = 97.12 FT
MAX STORAGE = 98.50 FT
Murphy -Brown, LLC Engineering
CUMULATIVE VOL.
169,555 CF TR'MT
265,295 CF TEMP
322,409 CF STORM
ZONE VOL,
169,555
95,740
57,114
110.69%
107.65%
124.31 %
100.65%
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower:
Address:
Pineview Nursery #2
412 LaFayette St
Clinton, NC 28328
County: Bladen
Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required
Sludge St
Animal Type Capacity ALW ' (cu.ft./Ib = Total
Nursery
4,200
30
1.00
126,000
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
126,000
i9imal Type Capacity ALW * (cu.ft./Ib) = Total
Nursery
4,200
30
0.25
31,500
Wean to Finish
0
115
0.25
0
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
Excess Fr
31,5
Animal Type Capacity' Sto. Periodd./day) = Total
Nursery
4,200
180
0.30
226,800
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder 0
180
4.50
0
Farrow to finish 0
180
13.50
0
Boars 0
180
4.00
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
30,321
Animal Type Capacity* 'Tie. Period d./day) = Total 1
Nursery
4,200
180
0.20
151,200
Wean to Finish
0
180
0.77
0
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
20,214
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 283.98
[phone]

i
Grower: Pineview Nursery #2
Address: 412 LaFayette St
Clinton, NC 28328
County: Bladen
Designed By: KBW
Checked By: DSE
Date: 12/17/08
Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (45395 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
VoI.=(Lagoon Surf. Area + Addt'l Drainage Area) * 100Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 100Yr./24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) _
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0
Total Required Storm Storage
(100Yr. / 24Hr. Storm + 'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) =
Total Required Permanent Storage
(Treatment + Sludge) =
Murphy -Brown, LLC Engineering
TOTAL REQUIRED VOLUME = 291259 (CU.FT.)
26,480
28,372
28,372
56,744 (CU.FT)
77,015 (CU.FT)
157,500 (CU.FT)
P O. Box 856, Warsaw NC 28398 [phone]

Grower: Pineview Nursery #2 Designed By: KBW
Address: 412 LaFayette St Checked By: DSE
Clinton, NC 28328 Date: 12/17/08
County: Bladen Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 100Yr. / 24Hr. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME 322409 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
Murphy -Brown, LLC Engineering
99.50 FT.
Not Al Applicable
98.50 FT.
97.82 FT.
97.12 FT.
94.50 FT.
89.68 FT.
0.00
88.30 FT.
Not Applicable
Not Applicable
3:1 H:V
45,395 SF
1.6 FT.
1.00 FT.
180 Days
6.2 FT.
2,6 FT.
2.4 FT.
11.2 FT.
A.Q. Box 856, Warsaw NC 28398 [phone]

OPERATION & MAINTENANCE PLAN
wProper lagoon liquid management should be a year-round priority,
et erio to manage levels so that you do not have probles It is especially
wet periods, during extended rainy and
Maximum storage capacity should be available in the lagoon
receivingcrop is dormant (such as wintertime for bermudagrass)
�t°nded rainy spells such as the thunderstorm g for periods when the
that at the first signs of plants grthe thu in the later theum or when there are
rttorm season in summertime
a farm waste management plan should be done whenever the This means
winter/early springy, irrigation according to
receive lagoon liquid, This will make storage space available in the
Dods, In the late summer/earl land is dry enough to
marker (see the late
2-1) to allow for winter stgoon should Evelagoon theh future wet
y fall the lagoon be pumped down to low
maintain the lagoon close to the minimum liquid level as long
should be made to
utilization plan will allow it,
g as the weather and waste
Waiting until the lagoon has reached its maximum storage capacity
irrigate does not leave room for storing excess water during
Overflow from the Ia can for any reason except a 25.y�,. Zbefore starting to
ate law 8 g extended wet periods.
and subject to penalty action. hour storm is $ violation of
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each g e
maintain a vigorous stand, The amount of fertilizer appli needed, shld
based on a soils test, but in the event that it is not practical to obtain e
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with S00 pounds per acre of 10-10.10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices, This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth,
NOTE: If vegetation is controlled by spraying, the herbicide must not be all
the lagoon water, Such chemicals could harm the bacteria in the lagoon that°W� to enter
the waste.
S are treating
Maintenance inspections of the entire lagoon should be made during the initial f:llin
the lagoon and at least monthly and after major rainfall and storm events, Items t bg of
checked should include, as a minimum, the following; o be
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4, overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debs
Embankrnent---look for:
I, settlement cracking, or "jug"holes
2. side slope stabilit o
r 3, wet or damp areas on the back slolp es
4. erosion due to lack of vegetation or as a result of wave
5. rodent damage action
Larger lagoons may be subject to liner damage due to wave action
winds. These waves can erode the lagoon sidewalls, good stand of vegetation will reduce the potential �dama thereby caused by
lagoon strong
waYe action causes serious damage to a lagoon sidewall, baffles in the eam.
used to reduce the wave impacts, g by wave action, If
lagoon may be
Any of these features could lead to erosion and weakening of the da
any of these features, you should call an appropriate expert familiar with
construction of wastelagoons.If yourof You may need to provide a temporarydesign and
technical expert. Any dHiggw rig intolg lagoon nndami solution heavyId brWed by there
is a threat
undertaking with potentially serious consequences and shoud equipment is ca serious
recommended by an appropriate technical expert,conducted unless
• Transfer Pumps ---check for proper operation of:
1, recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually ration, may indicate that the pump is in need
replacement, y loud or grinding
noise, or a large amount of vibration,
or repair or
NOTE: Pumping systems should be inspectedcompletelysystems
and operated frequently enough so that you
system maintenance at a time wheneyounlagoonl is at its low level perform your pumping
safety time should major repairs be required, Having a nearly full lagoon will
show some
to think about switching, repairing , or borrowingS not theotime
your neighbor's lagoon is full also, You should ons der maintaining inventoryafnlagoonis
parts or pumps, pie
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures, The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon dlreetly,
You should inspect your diversion system for the following:
1, adequate vegetation
2, diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to ins
during or immediately following a 1Reavy rain. If technical assistance is pent your system
determine proper solutions, consult with appropriate experts, needed to
You should record the level of the lagoon just prior to when rain is predicted,
record the level again 4 to 6 hours after the rain (assumes there is npumping).
give you an idea of how much your lagoon level will rise with a and then
(you must also be ordin aThis will
certain rainfall amount
planning irrigation applications uand storage, If your lagothis to on rises excethisssively, ive y, you help in
have an inflow problem from a surface water diversion or there lY► may
lagoon from the surrounding land,
may be seepage into the
Lagoon Operation
Startups
1. Immediately after construction establish a complete sod cover on bare
surfaces to avoid erosion, soil
2, Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes,
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom
filling or another means of slowing the incoming thelagoon
ton avoid during ros on of
the lining,
4, When possible, begin Ioading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather),
5. It is recommended that a new lagoon be seeded with sludge from a health
working swine lagoon in the amount of 0.25 Y
liquid volume. This seeding should occour atleasttwo the
prior the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7,0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8, 0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity, Consultation with a technical specialist
if these conditions occur for prolonged periods, especiluring the warm
season,
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, In which one or more buildings are drained
and recharged each day, also work well.

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

•
•
proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin,
or
minimizing feed wastage and spillage,
Lagoon sludge that is removed annually rather than stored long term will;
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques.
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator
pump through large -bore sprinkler irrigation oimpeller
c
and soil incorporate, nearby cropland,
Dewater the Upper
forageland; mix rremaininglslgudge; pump n by irrigation
liqnto quid sludge cropland or
and spread onto cropland or foragelnd; and soil incorporate,
applicator; haul
rporate,
Dewater the upper part of lagoon by irrigation onto nearby
forageland; dredge sludge from lagoon with dragline or sludge barge;berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate,
Regardless of the method, you must have the sludge material analyzed for waste
constituents Just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid, The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and cro
requirement, Waste application rates will be discussed in detail in Chapter 3, P
When removing sludge, you must also pay attention to the liner to prevent damage, Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed
stop the activity immediately and not resume until you are sure that the sludge you bheouId
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible,
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to 1
and metal levels, as indicated by a soil test, and incorporated to redutchelthe chance oof s
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes) always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater
of oo,, failures luesinclude result
ater from th
gym, Assuming leakage through the bottom or sides, overtopping, a structure, of Types
darn,structure g proper and construction, the owner has thegr'es and breachothe
ensuring safety, Items which may lead to lagoon failures include: responsibility for
Modification of the lagoon swcture-•-e include:
the p
in the darn without proper design and construction. ls(Consult anent of a pipe
lagoon design before placing any pipes in darns,) It expert in
Lagoon liquid levels -.-high levels are a safety risk,
Failure to inspect and maintain the dam,
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during
removal, or rupture from lowering lagoon liquid level belogroundwater
table,
NOTE: If lagoon water is allowed to overtop the darn, the moving
of lwast to
form in the
dam,
a cl Once this damage starts, it canquickly dam failure,
ausera large discharge