310200_Application_20240304

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, jR.
Director
Crusader Farm LLC
Hairr I Sow Farm
1188 Veach's Mill Rd
Warsaw, NC 28398
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVE,)
MAR 0 4 2024
NC DEQ/DWl$
Central,pffice
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General_
Permits, you must submit an annlication for permit coverage to the Division of Water Resources(D)AR) by April�4_
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The RRplication form must be comnleted. signed by the Permittee and returned to the DWR b
April 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: aniinal.oi![e-mail]
phone: [phone]
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.de .nc.i2ovlanimal ermits2024. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
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919'079i29

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, 2024, 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, 2024.
Please do not leave any question unanswereil. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310200
2. Facility Name: Hairr I Sow Farm
3. Permittee's Name (same as on the Waste Management Plan):
4. Permittee's Mailing Address: 1188 Veach's Mill Rd
City: Warsaw State: NC
Telephone Number: 910-293-3036 Ext. E-mail:
5. Facility's Physical Address: 1188 Veach's Mill Rd
City: Warsaw State: NC
6. County where Facility is located: Duplin
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): Wesley C. Hairr
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Swine - Feeder to Finish
Swine - Farrow to Wean
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Crusader Farm LLC
Zip: 28398
Zip: 28398
Murnhv-Brown LLC
Phone No.: 910-293-3036
OIC #: 19957
Allowable Count
400
1,000
3,500
Dry Poultry
Other Ti ves
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unlmown) _
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
2/11/1993
Full, clay
1,277,229.00
133,200.00
19.50
2
Lagoon
1/22/1993
Full, clay
859,216.00
107,260.00
19.50
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): L C LA; cc r nn 1 L L
f
Signature:
�f
Name (Print):
Signature:
Name (Print):
Signature:
Title: -. 5 to v u T I'
Date:.
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

1
,WAS.TE UTILIZATION PLAN .
PRODUCER: Wesley Hairr - Hairr 1 Sow Farm
LOCATION: 1188 Veach's Mill Road
TELEPHONE: [phone]
Farrow - Wean
TYPE OPERATION: Feeder - Finish
Wean - Feeder
NUMBER OF ANIMALS: 3500 Farrow - Wean
(Design. Capacity) 1000 Feeder - Finish
400 Wean - Feeder
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 thefields where the waste is
to be applied. This waste utilization plan uses nitrogen as -the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With -special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the, Environmental Management Commission.
Page 1

I' WASTEf UTILIZATION PL14N
Amount of Waste Produced Per Year (gallons ft. tons, etc.]
3500 6.1 21,350
1,000 animals X 1.9 (tons) waste/animal/year = 1,900 (tons) waste/year.
400 0.42 168
Amount of Plant Available Nitrogen (PAN) Produced Per Year 23,418•
4,900 animals X 2.973469388 lbs. PAN/animal/year = 14,570 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) ** Based on 3 years on farm records Tech
See narrative
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on. the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre Utilized Application
Hairr
10
AuB
Bermuda (H&G)
244
6.33
1545
March = Sept
Hairr
11
NoA
Bermuda (H&G)
284
3.21
912
March - Sept
Hairr
12a
NoA
Bermuda (H&G)
284
2.81
798
March - Sept
Hairr
12b
NoA
Bermuda H&G)
284
3.94
1119
March - Sept
Hairr
13
NoA
Bermuda (H&G)
284
6.00
1704
March - Sept
Hairr
14
NoA/Au
Bermuda (H&G)
244
6.00
1464
1 March - Sept
Hairr
15
AuB
Bermuda (H&G)
244
2.97
725
March - Sept
Hairr
16
AuB
Bermuda (H&G)
244
2.47
603
March - Sept
Hair
sub 10
AuB
Bermuda (H&G)
244
2.77
676
March - Sept
Hair
sub I1,12a,I2b
NoA
Bermuda (H&G)
284
3.14
892
March - Sept
Hair
sub 13,14
NoA/Au
Bermuda (H&G)
244
2.90
708
March - Sept
Hair
sub 15,16
AuB
Bermuda (H&G)
244
0.96
234
March - Sept
Hair
field 25
AuB
Bermuda (H&G)
244
22.60
5514
March - Sept
Hair
field 26
AuB
Bermuda (H&G)
244
26.90
6564
March - Sept
Hairr
field 27
AuB
Crab grass (H&G)
163
6.74
1099
March - Sept
Hairr
field 28
AuB
Crab grass (H&G)
163
22.93
3738
March - Sept
Hairr
ALL
AuB/NoA
Small Grain
50
122.67
6134
Oct -Mar
OPTIONAL"
Hairr
F27;28
AuB
Millet
203
33.74
6849
April - Sept
I otal I 721.bl l 34,415.79
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

yJ }
WASTE UTILIZATION_ PLAN ,
Table 2: ACRES WITH AGREEMENT, OR LONG TERM LEASE
(Agreement with adjacent landowner must be
attached) (Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 122.67
34,426
Table 2, year 1 0.00
-
,-Table 2 year 2 0.00
-
Total year 1 122.67
34,426
Total year 2 0.00
-
Amount of N Produced
14,570
Surplus or Deficit year 1
(19,856
Surplus or Deficit year 2
-
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent
over application of nutrient or other elements.
Page 3

1iUASTE' UTILIZATI®N PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
10,15,16
AuB
Bermuda
0.5
1
Sub10,15,16
AuB
Bermuda
0.5
1
Field 25,26
AuB
Bermuda
0.5
1
11,12a,12b,13
NoA
Bermuda
0.5
1
Sub 11,12a,12b,
NoA
Bermuda
0.5
1
14
NoA/AuB
Bermuda
0.5
1
Sub 13,14
NoA/AuB
Bermuda
0.5
1
F 27
AuB
Crab grass
0.5
1
F 28
jAuB
Crabgrass_
0.5
1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
** 2 Lagoons
Your facility is designed for 90 days of temporary storage and the temporary storage must be
removed on the average of once every 3 MONTHS. In no instance should the volume of waste
being stored in your structure exceed Elevation *see lagoon gauges.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
This plan is written on 90 days storage volume which should be sufficient to allow for crops drying
and harvest. The acres in this plan are 'wetted' acres. Lbs. N produced is based on 3 years
actual pumping records, took the highest year which was 1999 with 12,142 lbs. and added 20%
to come up with the amount produced.
On fields 27,28 millet is a option as a summer annual and was reduced for grazing by 25%.
On the crabgrass the N rates and tons per acre were determined by using the abstracts attached.
to WUP. The crabgrass is being treated as common since it is not going to be planted.
Page 4

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

WASTE UTILIZATION PLAN'
9
REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
1 p Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to
a .minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
11 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.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
15 discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist'.
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall.be applied at agronomic rates in a
manner that 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.
Page 6

f WASTE UTILIZATION PL' AN''
REQUIRED SPECIFICATIONS
(continued,)
17 ' A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
Highly visible markers shall be installed to mark the top and bottom elevations of the
21 temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
22 at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
.for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UITULUZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name ofFann: Hairr 1 Sow Farm
Owner/ Manager Agreement
.r.'
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this -system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Wesley Hairr
(Please print)
Signature: t''/ ,r , Date
Name of Manager (If different from owner):
Signature. -
Date:
Name of Technical Specialist: (Please print) A. J. Linton
Affiliation: _ Murphy Family Ventures LLC
Address (Agency): P.O. Box 1139
Wallace, NC 28466
Signature: Date:
Page 8
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Sheet7
Specifications
CALCULATIONS
Sprinkler
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
270 feet
Lane S acp inas
Desired Spacing (%): 85 %
Design. Spacing(feet): 229.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 240 feet
Actual Spacing (%): 89 %
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.38 in/hr
300 degree arc = 0.45 in/hr
220 degree arc = 0.62 in/hr
180 degree arc = 0.76 in/hr
'
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.62 ft/min
220 degree arc =
1.95 ft/min
180 degree arc =
3.25 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 7

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Sheet4
TABLE 4 - hi igation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (g m)
182
Operating Pressure at Pump (psi)
117.6
Design Precipitation Rate (inmr)
0.31
Hose Length (feet)
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxXXX
Pump Type PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
25.0
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
2.82
Dead End
2
Tee
1.40
Gate Valve
2
45 degree bend
_ f.52
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Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter, 300 feet *based on 90% of manufacturer's table
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet);
210 feet
Actual Spacing (feet):
220 feet
Actual Spacing (%):
-73 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree are =
0,37 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.75 inches
300 degree are = 1.77 ft/min
220 degree are = 2.12 fUmin
180 degree arc = 3.54 ft/min
Mainline Velocit
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.64 ft/sec. _
Page 1

Sheet8
Page 1.

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 17
Total distance: 1000 feet
Friction Loss is figured using HazenNVilliam's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 17.5 feet or 7.6 psi
plus friction loss in existing 6" line @5psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 2.2 psi
Mainline loss: 12.6 psi
Suction head and lift: 2.2 psi
5% fitting loss: 5.6 psi
TOTAL(TDH) = 117.6 psi or 271.7 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeclency
;Pump Description: Berkeley 83JQBM
Pump Efficiency: 50 %
Horsepower Required: 25.0 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
2400 feet
Soil Bearing Strength:
1200 feet
End Cap:
2.0 ft2
90 degree elbow:
2.8 ft2
Tee:
1.4 ft2
45 degree elbow:
1.5 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 117.6 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
4
Page 2

Sheef7
NPSHA: 21
NPSHR: 7 "from pump curve
If NPSHA>NPSHR OK
Page 3

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. , ..:r�7P,�.,1;Ef;�'t:'I�::i�riai.�'e ,y�a:,', �, ,ftir!! •�". .+. Pc,1f:{ �`�� �� L .
0 erator:MURPHY FARMSc, I.ount . DUPLIN Date: 1•:22
p r NCCY / 93 /
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY.STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
- 0
lbs
0
sows
(farrow to feeder)
x
522
lbs. =
0
lbs
0
head
(finishing only)
x
135
lbs. =
0
lbs
1350
sows
(farrow to wean)
x
433
lbs. =
584550
lbs
0
head
(wean to feeder)
x
30
lbs. =
0
lbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
584550
lbs
2. MIkIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 584550 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 584550 cubic feet .
3. STORAGE :'VOLUME FOR SLUDGE ACCUMULATIOS1 r�w"�,
Volume = 0.0 cubic feet
S � >'v 4 .� � b � Pc_m �s � �.i a.d h ���
4:- TOTAL DESIGN VOLUME `
Inside top length
310.0 feet Inside top width
346.0 feet
Top of dike at elevation
51.2 feet
Freeboard 1.0 feet
; Side slopes 3.0 : 1 (Inside
lagoon)
Total design lagoon
liquid level at elevation 50.2 feet
Bottom of lagoon elevation 40.1 feet
Seasonal high water
table elevation 44.3 feet
Total design volume
using prismoidal formula
SS%END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
3.0 3.0
3.0 3.0 304.0 340.0
•10.1
AREA OF.TOP
LENGTH * WIDTH =
304.0 340.0
103360..0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
243.4 279.4
68006.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
273.7 309.7
339059.6 (AREA OF MIDSECTION *
4)
CU. FT. = [AREA TOP
+.(4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
103360.0
339059.6 68006.0
1.7
VOLUME OF LAGOON AT
TOTAL DESIGN LIQUID LEVEL = 859216 CU'.'FT.
.
' III 1Aj,7
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M00202161331 I'ykl�,

1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
310.0 346.0 107260.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 107260.0 square feet
DesiIgn temporary storage 'period to be 180 days.
,. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 584550 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 142751 cubic feet
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 :agoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
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 = 62568.3 cubic feet
M00202161n32

5D.' Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 67037.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 142751 cubic feet
513• 0 cubic feet
5C. 62568 cubic feet
5D. 67038 cubic feet
TOTAL 272356 cubic feet
5. SUMMARY
Total required volume 856906 cubic feet
Total design volume avail'. 859216 cubic feet
Min. req. treatment volume plus sludge accumulation` 584550 cubic fe
At elev. 47.4 feet ; Volume is 584692 cubic feet (end pum�ing)
Total design volume less 25yr-24hr storm is 792179 cubic feet'
At elev. 49.5 feet ; Volume is 787807 cubic feet (start pumping)
Seasonal high water table elevation 44.3 feet
DESIGNED. BY:
_ � /r, , l/ APPROVED BY: mil` G
DATE: / DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
M00202 161333

OPERATION AND NAINTENANGE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may, vary due to Boil conditions, flushing operations, and
the amount7of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field 'or damage
to crops.
The following items are to be carried out:
I. It is strongly recommended thaf the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the .lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2- The attached vaste utilization plan shall be .followed. This
plan recommenda sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 49.5 as marked by,'permanent marke:s. Stop pump -out when
the fluid level 'reaches elevation 47.4 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
44The recommended maximum amount to apply per irrigation is
crie (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon moved annually. Vegetation should be fertilized as needed
to maintain a vigorous stand,
6. Repair any eroded areas or areas damaged by rodents and
estbblish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into eaters o2 the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this lace.
M00202161334

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 13.0 ACRES
USE THE'.�EED MIXTURE INDICATED:
0 LBS,. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
i SEEDING DATES: MARCH 15 TO JUNE 30
104 LBS. HULLED BERMUDA�GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS: RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
SID LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
13000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 6 TONS OF 'DOLOMITIC' LIME (2 TONS/ACRE)
1300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER.EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT.. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
p
M00202161336

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TYPES MATERIAL ENCOUNTERED IN 130RINt
(Use one of systems below)
UNIFIED CLASSIFICATION. USDA CLASSIFICATION C
GW- Well graded gravels; gravel, sand mix
GP -Poorly graded gravels g-gravel -
Ghi -SiIfy gravels gravel-sand=silt mix ' $'sand ".., .
vfs _ ve.y fine sad
GC - Clayey 'j;rav'eI`s,' gravel -sand clay. mix : sI-sandy, loam.. .n
SW-Well graded sands; sand -gavel mix'' fsl-fine sandy Ioam:, '
SP- Poorly �taded sands' " :l-,loam•
SM - Silty sand-:;•..; ... `:• i ;
9I'� gravelly.' loam
SC -Clayey .. - -
sands; sand-clay:,mixtures si=•silt
ML=Silts;'silty;v,fine`sands;sandyotclayey„$ilt ';,' `s-il=silt loam..'
CL- Clays of low to medium pinsticit
CH -Inorganic clays -of high Plasticity sicI -clay
I> H - Elastic silts• ! -y clay loam-
OL-Otganic silts and silty clays, low plasticity, s -sandy clay loam'
-Organic clays, F Y sicc-silty clay
OH -Or
g ys, medium to high plasticity c - clay '
1. Suitable material for embabImflat i3 available ee
rmvrs4 j1d j NO ' (lndfceL f ,uhtrr localcd on fh. akafch nn
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perator:HURPHY FARMS, INC_County: DUPLIN Date: 02/11/93
istance to nearest residence (other than owner): 1000.0 feet
_ STEADY STATE LIVE WEIGHT
0 sobs (farrow to finish) x 1417 lbs. = 0 lbs
0 jaows (farrov to feeder) x 522 1bs. 0 lbs
0 head (finishing only) x 135 lbs_ - 0 The
'2050 sows (farrow to bean) x 433 lbs. = 887650 The
0 head (vean to feeder) x 30 lbs. = 0 lbs
.TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 867650 The
HININUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 887650 lbs, SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/1b. SSLW= 1 CF/lb. SSLW
Volue+e �j= 887650 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION n
� U
Volume = 0.0 cubic feet
TOTAL 17ESIGH VOLUME
Inside -top length 555.0 feet Inside top width 240.0 feet
Top of dike at elevation 47.8 feet
Freeboard 1.0 feet ; Side slopes 3.0 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.8 feet
Bottom of lagoon elevation 34.1 feet
8eaaonal high water table elevation i 38.6 feet
Total design volume using prisroidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 549.0 234..0 12.7
AREA OF TOP
LENGTH WIDTH =
549.0 234.0 128466. 0 ('AREA OF TOP)
AREA OF BOTTOM
LENGTH - WIDTH =
472.8 157.8 74607.8 (AREA OF BOTTOM)
AREA OF HIDSFCTIOH
LENGTH it WIDTH A 4
510..9 195.9 400391.2 (AREA OF MIDSECTION 4)
CU. FT. `= [AREA TOP + '(4-AREA HIDSECTIOH) + AREA 90TTON) DEPTH/6
129466.0 430341.2 74607.8 2.1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL 1277229 CU. FT
M00202161344

5. TEHPORARY STORAGE REQUIRED
P.3
DRAINAGE AREA:
Lagoon (top of dike)
Length # Width =
555.0 246.0 133200.0 square feet
Buildings (roof and lot water)
Length a Width = "
0. 0 0.0 0.0 square feet
TOTAL -DA 133200. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLV 0.00136
Volume - 887650 Lbe. SSLW CF. of Waste/Lb. /Day a 180 da s
Volume = 216769 cubic feet y
5B. Volume of wash water
This is the amount of fresh wateri'used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon eater are accounted for in 5A.
Volume = 0.0 gallons/day 180 days store e/7.48 y B gallons
Volume = 0.0 cubic feet per CF
C� Volume' of rainfall in excess of `evaporation
Use period of time when rainfall exceeds, evaporation by largest amount,
180 days excese rainfall 7.0 inaheu
Volume = 7.0 in b DA / 12 inches per foot
Volume = 77700.0 cubic feet
M00202161345

.a
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot o- DA
Volume = 83250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 2L6769 cubic feet
5B. 0 cubic feat
5C_ 77700 cubic feet
50. 83250 cubic feet
TOTAL 377719 cubic feet
SUKXkRY
Total required volume 1265389 cubic feet
Total design volume avail. 1277229 cubic feet
Min, req, treatment volume plus sludge accumulation 887650 cubic fee
6787v�
At elev. 43.5 feet'; Volume is 98-4000-cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1�93979 cubic feet
At elev. Gil `eet Voluze is -L5 00 cubic, feet (start pumping)
4 t 2—
Seasonal high water tsble elevation -2" feet
DESIGNED BY: �• PPROVED BY:
DATE: DATE;
c
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
M00202161346 I

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OPERATION
AND MAINTENANCE
PLAN �A
Thin lagoon is designed for waste -treatment with minimum odor
control. The time required for the planned fluid level to be
reached ma)rr.vary due to soil conditions,flushing operations, and
the amount'. of fresh voter added to the system. .
Land application of vaste eater is recognized ae an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
C.
The folloaiing items .are to be carried outs
1. It is.,strongly recom.m.ended that, the treatment lagoon be pre-
charged.t6 1/2 .its capacity 'to prevent excessive odors during
start-up. Pre --charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. BeginpI4u" L� p-out of the lagoon when fluid level reaches eleva-
tion 48 marked by, -'permanent markerp... Stop pump -out when
the fluid 'l,evel reaches elevation 43. 5 Or before fluid depth is
less than •6 feet deep (this prevents the lose of favorable
bacteria) -
4. The recommended maximum amount to 'apply per irrigation is
one (1) inch and the recommendedmaximum application rate is 0.4
inch per hour,
5. Keep vegetation on the embankment and areas adjacent to the
lagoon moved 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- All surface runoff is to be diverted from the lagoon to stable
outic-ta.
8. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mentdl Management, has the responsibility for enforcing this law.
q+ LpL�
P.11
M002021'61347

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SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------- --------------------
clearing:
All trees and brush shall be removed from the construction area,
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch iA diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly. before placement of
embankment material. <
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the lans �� _ ,t,c
P o
7'Nr,�Cf� Rcq t� _ � _ ,�-eco.N o/
,J Ljc- L, � c, 4- /o S4, e;4-
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in -standing water and reasonable compaction of the fills shall be
performed -by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be -excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned -type of vegetation as soon as possible after
construction.
M00202161349

SCS-EN G-538
Rov. 5-70� I S. DEPARTMENT OF AGRICULTURE
aOIL CONSERVATION SERVICE-
C SOIL INVESTIGATIO TO DETERMINE. SUITABILITY OF PROPOSED POND SITE
FARMER'S . NAME
DATE D - S— n • d --_ DISTRICT
COUNTY
S. C_ S. PHOTO SHEET N0. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE COON
scale 1((=
Locale re/errnce feet)
f point ,•n center line o/ dam and /denli/y on skelcL
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I M00202161350'
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BORING NUMBER AND PROFILE
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DEPTH Make and list darn -jilt and spillwau borings 11r31 - fhm ponded area and borrow pit borings - s
!Continued on back whcne necessary) J7�w water table elevations an dam-sfie borings, �arnfe wl(h verilcn! rod !lne.
CALE
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S{GNATURE & TITLE

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ ~% ?` ' 3 Of 6
EMERGENCY MANAGEMENT SYSTEM 01 16 a� Cl (o :.7 16 C,
SWCD
NRCS A �
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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water. is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused 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.
December 19, 1996

D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure'no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
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 away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
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?
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 of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above Works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: M , ;r ,' „ 47,E ee
b. Contractors Address: fn nr ,?
c. Contractors Phone: 1116 11) ,1 T 1 G ;"-
6: Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: _ l 11i, C r; a 31 ci ,� k
b. Phone: i —
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.
December 18, 1996

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Version —November 26, 20118
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
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
- death. The burial must be at least 300 feet from any flowing stream or public body of water
(G. S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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 9ff-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 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 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).
el 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. 10.6-399.4.
%, ` 3 . Z 2
// gnature of Farm Owner/Manager Date
r
Signature of Technical Specialist
Date