310122_Application_20240226

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 unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310122
2. Facility Name: E & B Farms #1 - 3
3. Permittee's Name (same as on the Waste Management Plan): E & B Farms Inc
4. Permittee's Mailing Address: PO Box 67
City: Teachev State: NC
Telephone Number: 910-285-3064 Ext. E-mail:
5. Facility's Physical Address: 2203 Hwy NC -I I
City: Rose Hill State: NC
6. County where Facility is located: Duplin
7, Farm Manager's Name (if different from Landowner): Stephen E English
g, Farm Manager's telephone number (include area code): 910-285-3064 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Phone No.:
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 11,016
Operation Types:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28464-0067
Zip: 28458
OIC #:
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

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,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
11/24/1993
Full, clay
724,614.00
87,120.00
19.50
2
Lagoon
3/2/1995
Full, clay
788,148.00
110,207.00
19.50
3
Lagoon
7/2/1996
Full, clay
833,490.00
113,692.00
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 PermitteelLandowner/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): 15'{ 'dI14&4
Signature: _ ;S
,,,,
Name (Print):
Signature:
Name (Print):
Signature:
Title: 6./W/s"'�-t/~'"
Date: Z�-
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

W
F9
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
E&B Farms Inc. 1-3 (31-122)
Steve English
PO Box 67
TeacheY, NC 28464
[phone]
Type of Plan:
03-13-2014
0 Otlek P"9e'e-- Fo't
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252--548-2648,
r / --- - -
Developer Signature
Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
8: ak -3 ,),3 -
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
T --
clinical Specialist Signature Date
--------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 4.1 Date Printed: 03-13-2014 Cover Page 1

WASTE.UTILIZATIQN PLAN
PRODUCER: E&B 1,2,3
LOCATION: HWY 11 ; Duplin Co.
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 11016
(Design Capacity)
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 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

Amount of Waste Produced Per Year (gallons. t, tons etc.)
11,016 animals X M (tons) wastelanimallyear = 20,930 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X 13 lbs. PAN/animal/year = 25,337 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) _ Tech
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:
Tract Field* Soil Crop
ACRES OWNED BY PRODUCER
Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
*see page 10
Total
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. L1 mu5f 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

1NASTE=UTLI;WION PLAN
Amount of Waste Produced Per Year (gallon, ft. tons. etc.)
11,016 animals X 1-2 (tons) waste/animal/year = 20,930 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
11,016 animals X 2,3 Ibs. PAN/animal/year = 25,337 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) _ Tech
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
Tract Field* Soil Crop
ACRES OWNED BY PRODUCER
Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
*see page 10
Total
*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 -&Id 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

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
# No. Type Per Acre* Utilized Application
Total -
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 0.00 -
Table 2 139.70 25,344
Total 139.70 25,344
Amount of N Produced 25,337
Surplus or Deficit (7)
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

a.,
WASTE UTILIZATION 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.)
1-9
LnA
Bermuda
0.5
.5-1
*remainder of fields will have
applications done by tankers, not
irrigation. Requirements of no
more than 1'!acre of effluent per
application.
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.
Your facility is designed for J-K days of temporary storage and the temporary storage must
be removed on the average of once every Q MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation wee lagoon design.
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:
Acres shown for fields 1-9 are 'wetted' acres. Grower will use the higher rate for small grain
overseed which requires that the application windows be followed as outlined. Bermuda should
be alternantly grazed and cut for hay, with 112 of the forage production removed by hay, or, on
average 2.1 tons of hay per acre removed in excess of cattle removal.
Fields listed for tanker application may use either corn, wheat, or soybeans as a crop with all
applications being made within 30 days of planting. These fields should be used to insure no
overapplication on the prima s ra fields, if such a problem arises.
Murphy Farms has two tankers available if needed for hauling waste, as well as Smith Brothers
spreading in Beaulaville.
Page 4

WASTE UTILIZATION PLAN
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.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can 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.
B Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE,.UTILIZATIONPLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
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 the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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 courses 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

WASTE CJTILIZATION'PLAN
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.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the 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

1NASTE UT ,IL�ZAT�QN PLAN
WASTE UTILIZATI N PLAN AGREEMENT
Name of Farm: E&B 1-3
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste 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: Charles Brinkley
(Please print)
Signature: Date: ! 0
Name of Manager (If different fro"owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murr)hv Family Farms
Address (Agency): P.O. Box 759
Rose Will. t C 2
Signature:
Date: —7/ I a V 1
Page 8

Revised Addendum
To
Nutrient 1Mianarement Plan
Facility Number:
31-122
Facility Name:
E&B Farms, Inc. 1-3
Facility Owner:
E&B Farms, Inc.
Facility Type:
11,016 Feeder to Finish
Current NMP Date:
0711212001
Addendum Date:
4120/2020
Tract
Field
Soil Type
Use.
Acres
Crop
Applic.
Period
N
Applied
2900
Sub I
Leon
1.00
Bermuda Pasture
311— 9130
185
2900
Sub 2
Leon
2.50
Bermuda Pasture
311— 9130
185
2900
Sub 3
Leon
2.00
Bermuda Pasture
311— 9130
185
2900
Sub 4
Leon
1.00
Bermuda Pasture
311— 9130
185
2900
Sub S
Leon
3.00
Bermuda Pasture
311— 9130
185
2900
Sub 6
Leon
4.50
Bermuda Pasture
311— 9130
185
2900
Sub 7
Leon
1.35
Bermuda Pasture
311— 9130
185
2900
Sub 8
Leon
2.84
Bermuda Pasture
311— 9130
185
2900
Sub 9
Leon
1.90
Bermuda Pasture
311— 9130
185
Addendum Narrative
This addendum should incorporate the use of honey Wagon on the above fields
that are also areas not wetted by hose reel in the current Nutrient Management
Plan. These areas are not needed for the Nutrient Management Plan deficit.
These sub areas are extra lands for sludge removal or emergency waste
application due to heavy rains including but not limited to hurricanes. Waste or
sludge application with honey wagon method may also be applied to reel areas in
current NMP if needed.
Agency:
A riment Services, Inc.
Technical Specialist:
Ronnie G. Kennedy, Jr.
Technical Specialist Signature:
00
Date:
412 012 02 0

WASTE UTILIZATION PLAN
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N
# No. Tvpe Per Acre* Utilized
Month of
Application
T2900
1
LnA
Berm(G&F
185
3.0
562.4
April - Sept.15
T2900
2
LnA
Berm(G&F
185
31.6
5838.6
April - Sept.15
T2900
3
LnA
Berm(G&F
185
14.0
2580.75
April - Sept.15
T2900
4
LnA
Berm(G&F
185
4.8
880.6
April - Sept.15
T2900
5
LnA
Berm(G&F,
185
8.0
1478.15
April - Sept.15
T2900
6
LnA
Bernn(G&F
185
12.7
2356.9
April - Sept.15
T2900
7
LnA
Berm(G&F
185
2.1
381.1
April - Sept.15
T2900
8
LnA
Berm(G&F
185
2.3
419.95
April - Sept.15
T2900
9
LnA
Berm(G&F
185
2.0
360.75
April - Sept.15
0
T2900
All
LnA
S.G.(G)
75
80.3
6022.5
Sept. 15 - Nov. ; Feb - March
0
0
ADDITIONAL FIELDS TO BE APPLIED TO BY TANKER IF
0
IF NECESSARY I I I 1
0
*all applications to be made on fields requiring tanker
0
would be pre -plant to soybeans, corn, or wheat at a
0
rate of 50 lbs. PAN
per acre
0
0
T3404
3
NoB
C,W,S*
75
12.4
930
T3404
4
NoB
C,W,S*
75
1.7
127.5
T3404
5
NoB
C,W,S*
75
9.5
712.5
T2902
2
Ra
C,W,S*
75
11.1
832.5
T2902
3
Ra
C,W,S*
75
8.3
622.5
T2904
1
NoB
C,W,S*
75
12.3
922.5
T2905
1 6
NoB
C,W,S*
75
4.2
315
**applications to fields with tanker are 100%
effective
in coverage.
***on fields listed for tanker, a 75'setback from property
lines, 75'setback from perinial waters, 200' setback from
residences not owned by the producer, and a 100'
setback from wells must be adhered to
by tanker operator
TOTAL 139.7 25,344
Page 10

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Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
// 1.08 inches
Sprinkler Pressure:
J 69--psi
Flowrate(GPM):
/��'fB2--gpm
Wetted Diameter:
300 feet
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
200 feet
Actual Spacing (%}:
67 %
Applicatlon Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 in/hr
220 degree arc =
0.50 inlhr
180 degree arc =
0.61 inlhr
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.95 furnin
220 degree arc =
2.34 ftlmin
180 degree arc =
Mainline Velocity
3.89 ftlmin
Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec.**
**For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ftlsec.
Page i

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant:
Total distance: feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 0.24 feettl 00 feet
Max. Mainline Loss = 0.0 feet or 0.0 psi
Sprinkler Pressure:
60 psi
Loss through traveller:
psi
Elevation head:
psi
Mainline loss:
0.0 psi
Suction head and lift:
psi
5% fitting loss:
3.0 psi
TOTAL(TDH) =
63.0 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description:
Pump Efficiency: %
Horsepower Required: #DIV/01 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
feet
Soil Bearing Strength:
feet
End Cap:
#DIV/01
ft2
90 degree elbow:
#DIV/01
ft2
Tee:
#DIV/01
ft2
45 degree elbow:
#DIV/O!
ft2
145.5 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: psi
Max. Pressure on system when running: 63.0 psi
70% of Pressure Rating: 0 psi
If Max. Pressure on system Is less than 70% of Pressure Rating, OK
im

Sheet?
L
NPSHR: *from pump curve
IfNPSHA>NPSHR OK
Page 3

OL:VIUL,1*0 AUTUMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina_ These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA20M (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition 11.16. of each of these Permits reads as follows:
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all tunes during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120'
day following the effective date of the COC on a form supplied by, or approved by, the Division.
Please check the box below that indicates your commitment to do one of the following.
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I
shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically
stop irrigation activities during precipitation This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including thpossibility of fines and imprisonment for knowing violations.'
FaciliName14- /r�
tY �.-� -t'`' l .3 Facility Number
Permit Number At ,,",4 ! Z- Z
pature or operator in un
different from Penmittee)
Date
DTASIE 3-14-03

r
r
Fs'T.-,T,3-
T�
--------------
Zz

Quarter M Farms
P.O. Box 759
Rose Hill, NC 28458
(pw,Phone: [phone]
Calculations By:
Date:
John Lenfestey
11/24/93
Farm Operator: Charles Brinkley, Rev. 1
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) =
0
Sows (farrow to feeder)
0
Head (finishing only) =
3,672
Sows (farrow to wean) =
0
Head (wean to feeder)=
0
Seasonal high water table elevation =
Storage Volume for sludge accumulation
Treatment volume (Min. = 1 CF/Lb)
Inside top length of dike
Inside top width of dike
Top of Dike Elevation
Bottom of lagoon elevation =
Freeboard depth of dike
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation
Minimum Permanent Storage Depth
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 121,352 CIF
Vol. of Wash Water = 0 CIF
Rainfall —Excess Evapor. = 50,750 CF
Rainfall / 25 Yr Storm = 54,375 CIF
Minimum temporary storage volume =
Total minimum required treatment volume
Total design volume available =
Total temporary volume avaliable
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall
Minimum Volume for permanent storage
Permanent storage volume is
1500.0 Feet
42.0
Feet
0.0
Cu. Ft.
1.0
CF/Lb
300.00
Feet
290.00
Feet
46.85
Feet
34.85
Feet
1.0
Feet
3.0
: 1
7.50
Inches
7.00
Inches
8.10
Feet
A
(As Per Owner's RJA
495,720 Cubic Feet
226,477
Cubic Feet
72Z 197
Cubic Feet
724,614
Cubic Feet
227,848
Cubic Feet
667,012 CIF 9 45.15 Feet
670,239 Cubic Feet
496,766 CIF C@ 42.95 Feet
greater than Mimimum treatment
volume for livestock

Quarter M Farms
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
('/OLUME CALCULATIONS:
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.
3672
head (finishing only)
X
135
Lbs. =
495,720
Lbs.
0
sows (farrow to wean)
X
433
Lbs. =
0
Lbs.
0
head (wean to feeder)
X
30
Lbs. =
0
Lbs.
TOTAL STEADY STATE
LIVE WEIGHT (SSLW) =
495,720
Lbs.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 495,720 Cubic Feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside top length of dike
Inside top width of dike
Top of Dike Elevation =
Bottom of lagoon elevation
Freeboard depth of dike
Side slopes on dike =
Total design lagoon liquid level elevation
Total design liquid level depth =
0.0 Cu. Ft. (As Per Owner's Reqj
300.00 Feet
290.00 Feet
46.85 Feet
34.85 Feet
1.0 Feet
3.0 : 1
45.85 Feet
11.00 Feet
Determine total design volume using prismoidal formula:
SS / Endl = 3.0 Feet SS Sidel
SS / End2 = 3.0 Feet SS Side 2
rInside Dike Length g Design Liquid Level = 294-00 Feet
-,aside Dike Width @ Design Liquid Level = 284.00 Feet
3.0 Feet
3.0 Feet

Quarter M Farms
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
('10LUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 294.00 284.00
Area of Top = 83,496 Square Feet
i =-
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 228.00 * 218.00
Area of Bottom = 49,704 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 261.00 251.00
Area of Midsection = 65,511 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 395,244 1.83
Total design volume = 724,614 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 45.15 Feet
Area of Top
Area of Bottom
Area of Midsection
81,086 Square Feet
49,704 Square Feet
64,440 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 388,551 1.72
Volume @Start Pump = 667,012 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 42.95 Feet
Area of Top = 73,742 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 61,132 Square Feet
Volume @ End Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
olume @ End Pump = 367,975 1.35
Jolume @ End Pump = 496,766 Cubic Feet

Quarter M Farms Page 4
Farm Operator: Charles Brinkley, Rev. I
Date: 11/24/93
('VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.10 Feet
Area of Top = 73,742 Square Feet
Area of Bottom = 49,704 Square Feet
Area of Midsection = 61,132 Square Feet
Permanent Volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Permanent Volume = 367,975 * 1.35
Permanent Volume = 496,766 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 300.00 290.00
Area of Lagoon = 87,000 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 87,000 + 0
Design Drainage Area = 87,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB, SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day 180 Days
Volume of Waste = 495,720 0.00136 180
(,""V,olume of Waste = 121,352 Cubic Feet

Quarter M Farms Page 5
Farm Operator: Charles Brinkley, Rev. 1
Date: 11/24/93
('TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.0 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 87,000 7.0
(pk\Vol. of Excess Rainfall = 50,750 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 87,000 7.5
Vol. of Storm Rainfall = 54,375 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced = 121,352 Cubic Feet
5B. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 50,750 Cubic Feet
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm = 54,375 Cubic Feet
TOTAL TEMPORARY VOLUME = 226,477 Cubic Feet

i * .
Quarter M Farms
Farm Operator:
Date:
6. SUMMARY
Charles Brinkley, Rev. 1
11/24/93
Minimum treatment volume — livestock =
495,720
Cubic Feet
Minimum temporary storage volume =
226,477
Cubic Feet
Total minimum required treatment volume =
722,197
Cubic Feet
Total design volume available =
724,614
Cubic Feet
Total temporary volume avaliable =
227,848
Cubic Feet
Design start pumping elevation =
Total Volume at start pumping elevation
Design Volume less 25 Yr — 24 Hr Rainfall
Design end pumping elevation =
Total Volume at end pumping elevation
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage
the water table elevation of
7. DESIGNED BY:
DATE:
U1;j;j
DATE:
John Lenfestey
11/24/93
VON_-
45.15 Feet
667,012 Cubic Feet
67Q239 Cubic Feet
42.95 Feet
496,766 Cubic Feet
42.95 Feet
496,766 Cubic Feet
723,243 Cubic Feet
42.95 Feet is above
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:—WAr.--ze J?� /&— —<;a S
I

/�~�/
� �+�� ' - �9V°/
Q tor;BRINKLEY SITE # 2 County: DUPLIN
Distance to nearest residence (other than owner):
l. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
3672 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 03/02/95
1417
lbs.
= 0
Ibs
522
lbs.
= 0
lbs
135
lbs.
= 4957�0
Ibs
433
Ibe.
= 0
lbs
30
lbs.
= 0
Ib�
0 lbs
0 lbs
4957�0 lbs
0 lbs
0 lbs
0
Total Average Live Weight = 495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Vo\ume(CF)/Ib. ALW = 1 CF/lh. ALW
Volume = 495720 cubic feet
J. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN`D VOLUME
'
�
` Inside top length (feet)---------------------
220.0
Inside top width (feet)----------------------
500.0
Top of dike elevation (feet)-----------------
94.6
Bottom of lagoon elevation (feet)------------
84.6
c
Freeboard (feet)-----------------------------
1.0
[~
Side slopes (inside lagoon)------------------
3.0 : 1
Total design volume using prismoidal formula
.~'
35/END1 SS/END2 SS/SIDE1 SS/3IDE2 LENGTH
WIDTH DEPTH
\,
3.0 3.0 3.0 3.0 214.0
494.0 9.0
--`
AREA OF TOP
LENGTH * WIDTH =
214.0 494.0
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 440.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
187.0 467.0
105716 (AREA OF TOP)
70400 (AREA OF BOTTOM)
349316 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
105716.9 349316.0 70400.0 1.5
Total Designed Volume Available = 788148 CU. FT.

.^
,
51! RN
'EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 500.0 110000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 110000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces urine production in gal./day per 135 lb. ALW 1.37
Volume 495720 1bs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 905515 gals. or 121058.2 cubic feet
59Volumo of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.5 inches
Volume = 7.5 in * DA / 12 inches per foqt
Volume = 68750.0 cubic feet
51! RN
'EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 500.0 110000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 110000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces urine production in gal./day per 135 lb. ALW 1.37
Volume 495720 1bs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 905515 gals. or 121058.2 cubic feet
59Volumo of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.5 inches
Volume = 7.5 in * DA / 12 inches per foqt
Volume = 68750.0 cubic feet

r
f
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches l 12 inches per foot * DA
Volume = 64166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
5B.
0
cubic
feet
5C.
68750
cubic
feet
5D.
64167
cubic
feet
TOTAL 253975 cubic feet
6. SUMMARY
Temporary storage period=====_______________}
180
days
Rainfall in excess of evapo•ratioi===========}
7.5
inches
25 year - 24 hour rainfall=====_____________}
7.0
inches
1.0
feet
Side slopes=====___:___ ____ _ __ _______________)
3.0
. 1
Inside top length==_________________________>
220.0
feel:
Inside top width===_________________________>
500.0
feet
Top of dike elevat:ion=====_=_____=__________;
94.6
feet
Bottom of lagoon elevation==================}
84.6
feet
Total required volume=====______-_____=____ __}
749695
cu. ft.
Actual design volume=====___________________}
798149
cu. ft. #
Seasonal high watertabl:a elevation (SHWT)===}
89.0
feet
Stop pumping elan.====___-___________________!
90.8
feet
rust be } or = to the ali>+1 ►
69.0
feet
Must be } or - to min. req. treatment el.=}
90.6
feet
Required minimum treatment
493720
cu. ft.
Volume at stop pumping ele`lcttlo7i=====_______ }
508532
cu. ft.
S t•., , r pumping elw.--___-_-------- -------}
92.8
feet
Must be at bottom of freeboard & 25 y•r. -rainfall.
Actual volume less 25 yr.- 24 hr. rainfall==}
723981
cu. ft,
Volume at start pumping eleva`ion============;
704928
cu. ft.
Required volume to be pumped===================}
189.308
cu. ft.
Actual volume planned to be pumped===w========;
196396
cu. ft.
Min. thickness of soil liner when req_iired=== }
1.5
feet
i. DESIGNED BY: APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

=============BRlN,KLEY SITE# 2
County: ------------ ========�======DUPUN
03102195
LA,-Uo nearesi rssic sncem k'om*'qr "man owner): 2 0,M ft.
sows (farrow to finish):===
sows (farrow to feeder): eder): >
head (finishing only):=====
sows ftrow to wean):
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft):
Treatment Volume (min. 1 cu. ft.11b.)
25Year — 24 Hour Rainfall
Rainfall in excess of evaporation (in.)=====-:.
Drainage area of buildings & lots (sq. ft.)=
Volume of wash water (gallons/day) =>
Teamporary storage period (days)_____________:
Freebowd
Side slopes (inside laqoon)—===============-:-
Inside top length
Inside top width
Top of dike elevation
Bottom of lagoon elevation (ft-):
Seasonal high water table(SHWT)
Total required volume.- = = = = = ======= 749695 cu. ft.
Actual design volume: ====== = = = = = = = 788148 cu. ft.
Stop Purnpinq el.(-=. or = to 89.0 ft.SHVM::-
(:--. or = to %-.6 ft.Min)
Required minimum treatment volume: 495720 Cu. ft.
Volume at stop pumping elevation: 5085&2 Cu. ft.
Startpumping
Volume at start pumping elevation: 704028 cu. ft.
Actual volume less, 25yr-214hr rain: 723,%,1 cu. ft.
NOTE: Verify
that temp. storage is adequate:
Recl. volume to be pumped: = = = =::. 180808 Cu. ft..
Actual volume to be pumped:= =::. 196396 cu. ft.
Itf-U
1.0
7.0
7.5
180
1.0
3.0
220.0
500.0
94.6
84.6
89.0
ME
M
*TOTA L VIOL 0. K.
105.13h
"TRUT. VOL O.K'A*
102.5W-/o
*-,kSTORN-1 STOR. O.K.*,k
102.70%,
**TEMP. VOL O.K.-kk
103.47%

FUR CHZZE"S BRIWI Py
(FILE: ST-VL-,K.VW3)
AEP NO.-.
SHEET:
r-F!ZX:ZM=n F;Y- II -In
DATE:
CHECKED BY: JNT
DATE:
1. 0 CA I'll '%r! 4, 1 Dw E S C! � FTIO, t - I:
DUPL!N COUNTY
S c TAGS
AREA -
VOLUME MODEL
Cl L-IIAnnhi
L- L.L- V m 1 1%-$-1 V.
A DC A
I'M U--f-%
. NCR VOL
CUMUL. VOL
84.6
67,950
85.0
69,636
27,517
27,517
86.0
73,900
71,768
99,205
87*0
78, 237
76,069
175,354
88.0
82,646
80,442
255,795
8-9 0
87,127
84,887
340,682
.0 a
�o
91,690
89,409
430,090
91.0
996,304
%-,997
524,087
92.0
101,001
93,653
622,740
9 Irl. 0
105,770
i 03,386
72-6,125
94.0
110,611
108,191
834,316
914.6
113,550
67,248
901,564
END PUMP
0
FT C505,288J Cu FT-
I
L 505,288 CF
STAFrr PUMP >
92.801
FT 705,448JCU FT
-'200,160 CF
FREEBOARD
-%.760
FT 791,040 CU FT
- 85,591 CF

OPERATION{' 1 MAINTENANCE PLAN sHVcT 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 160 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 84 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, suco as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
,._...Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. It is strongly : *c mmeilded that the treatment lagoon _.e pre -
charred to 1.12 its capacity to prevent excessive odors during
cart -up. Pre -charging "reduces the concentration of the iiiitial
waste entering the lagoon thereby reducing odors. Solids should be
covaTed with effluent at all times. When precharging is complete,
flush building: with recycled !AgMn liquid. Fresh water should not
be USA for flushing a.ften initial filling.
The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 92.8 as marked b/ permanent markep. Stop pump -
out when the fluid level reaches elevatioo 0.3 . V is temporary
storage, less 25 yr- 24 hr storm, contains 189808 cubic feet or
1419765 gallons.

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

SH( - 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
Tire foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, -roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the 'foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be broaght up in approximately Horizontal layers not to exceed 9
inches in thickness when loose and p'riop to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction gill be consid.ared adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
:MOTE. THE SPECIAL REQUIREMENTS FOR PLACEMENT CF LINERS IN THZ LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
}excavations. Construction of fill heights shall include ` percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall umi&T the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstre.t tee of tie dine.
Prevan i ansy sil"all be taken during construction to prevent excessive
evLEicn and sedimentation.
LIN20 TXE MINIMUM REQUIRED THICKNESS SHALL DE 1.5 ft.
-------------------------------------------------
VOTE: LINERS (PARTIAL OR FULL.' ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO 1NDICATES OR WHEN UNSUITABLE MATERIAL. IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encounlered, they will be over-
OxQlvated below finish (g', ade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approv j material tie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL_
(PACONSIDERAT tONS,

� ~ / Su� � ' 2 OF 2
( — ~.
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture conte:% when the soil is kneaded
��
8� in the hand it will form a ball which does not readily separate. Water
` shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimLu water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequerce of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsyoot
roller is the preferable type of compaction equipment.
The soil lirer shall be protected froo the discharge of waste outist
pipes. This can be done by using some type of energy dissipator(rocks)
or using Fle:ible outlets on waste pipes.
Alternative` to soil liners are synthetic liners and bentonite sealant.
XPKWhen these are specified, additional construction specifications are
� included with this Construction Specificatinn,
CUTOFF TRENCH:
---------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical croW section in the plans. The final depth of tha
cutoff t,e'ch Mil be det*rmirsd b/ observation of the fo:ndatior
mute/ials.
VEGETATION:
All eiposed embankment and other bare constructed areas shall be seeded
tc the playoed type of vegetation as soon as p3ssitle after constouc-
tion according to the seeding specifications. Topsoil should be plaved
on areas of the dike and pad to be seaded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates [or seeding. Permanent vegetation should be established as soon
as possible during the next perioJ of Epprcved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
NO" tiIe drains are encounteredi the tile will be removed to a minimum
of 12 feet beysnd the outside toa of slope of the dike. The tile
branch shall be bac\fiIled and compacted with good material such as
SC, CL` no CH.

SEEDING SPECIFICATION
----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
300.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
40.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
200.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Operator
C01 =DUPU N
Date. ===
OTOMr * i'96
Disit.to nearest residence (other than owner): 1500 ft.
r; 0�-Mll (41arTOW to finish) : = = =
(farrow to f4a-der): eder):=== —______—_______.-
head (finishing only) 3672
rr
so kiarrow io weany=
h ead (vve a n to f 9 e d er): =
Ave. Live Weight for other op-rabons(lbs.) =>
Storage volume for sludge accum. (cu. fQ: =>
TrsatrnemtVOIUMe (min. 1 cu. ftflb.)
,)r, Year . -ar — 24 Hour Rainfall
Rain -fall in oxcess of evaporation (in.)
Drainage area of buildings & lots (sq.
vOlurne oTwaGh .vaier
T-2m,porarystorage period
Side slopes (inside lagoon) =>
I * insode top length (lt.):
hI 'AZ +Cp
iS.
1�_4_ . I ki L.j.
Too of dike elevation
Bottom of lagoon eleveddon ft):
r. 'high water tab k� =>
Seasonai 1, e HNN M S 1, ev. (f L
Total required .Aalume: = 753-048 c,,;.
i-h mil daf.-irin vott ima, =
punipinq el.(. or = to
or = to 143.5 ft.%Ain)
Rsqu,'11-In-al minij—, iumtrse&want vols-ime: 4915720,
Volumo at StOO Dumping elevation:
522504 cu.
�ILL-1;DUMID1119 eleV.:
180
1.0
3.0-1
e:, 4 '1 rs
-, f,-I*
31" 0 . C')
107.5
97.5
.4 U/lk^ ^
I %j . V
44. **T.OT/1'I lf!D-A l n W -k
I L. � . L_ k�. r %.
ft. 110 -1i S
I U\.)
f I.
ft.
at -ILU i-jk- j_J Uf 11-1 f-j I in �-j G vati 0 ill
7.17y ACC C L 1. fit.
A^ff 1-M. 'W\%,r-24hryc3im-
I $%Also.
7625,11 0 Lt. ii.
lui 1: r tGsriff thist tamp f-,torr-scia ifz Ariarmsta.
ric-q. vollurns to
1:37278ou. ft.
A A. -1 vDilurric, to ba- purnp-!;�d­ =>
2_24-'3A1 tc
T*TQN,T7 VIDI n V
If Of 1. 1 � L_ �., I-
1 rj5.40/,,
I "NIPVOL O.K . .k
'? I r. 0/
: I IV . 5 /__

/
`
)ps tor:E6B FARMS 93 County: DUPLIH
'i�� .�ce to nearest residence (other than owner):
. AVERAGE LIVE WEIGHT
(ALW)
0
sows
(farrow to
finish)
0
sows
(farrow to
feeder)
3672
head
(finishing
only)
0
sows
(farrow to
wean)
8
head
(wean to feaoer)
Describe
other :
Date: 07/02/96
1500.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 495720
lbs
x 433
lbs.
= 0
lbs
x 30
los.
= 0
lbs
: 0
Total Average Live Weight = 495720 lbs
!. MINIMUM REUJlRED TREATMENT VCLUME OF LAGCON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Keatoent Vo1umy(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
n STORAGE ViLU!1E FOR SLUDGE ACCUNULAT10i
Volume ^ 8,8 cubic feat
'. [UTAL
bESl6MED VULUni--
`
PN
Inside top length (fees)---------------------
344.D
Y�
Inside Lop width (feet)----------'-------'---
330.!L].
Top of dike elevation (feet) -----------------
187.5
Duttom Uf lagoon elevation
Freehoard Cleat) -----------------------------
1.0
Sije slopes (insice lagoan)--'---------------
30 :
1
Total design volume using prisuuidzl
formula
'
WS/END1 is/EhAW 80/6ioE1 SI/CIDE2
LEH3Tk
WiD|s
DEC Q;
3.4 3.0
AKLA LF ld::,
LEn6|/{ : WlDTA =
338.4 324.0 1GS512
(AREA OF
TOP)
AREA OF BOTlG�
L[NSTH * WIDTH =
284.0 270.0 75b82
(AREA OF
BOTTOM)
AREA OF NIDSECTI01-1
LENGTH * WIDTH * 4
311.0 297.0 369466
KkEA OF
MIDSECTION
* 4}
CU. FT, = CARER TOP + (���RE��1�SEC�ION!
h
AREA BOTTOM!
DEPTH/6
10951E.0 369468.0
76660.0
1.5
[otal Decigxed
Dolcma Available
=
833490 CU. F3.

/
(
TEMPORARY STORAGE REGUJRED
r,
DRP7KAGE AREA:
Lagoon (top of dike)
Length » Width =
344.0 330.0 113520.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 113520.0 square feet
Dasig: temporary storage period vo oe
�. iaiuia of waste prwouce�
Descri:e this area.
180 days.
Faces urine production in gal./day per 135 lb. ALW 1.37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Voluma = 925515 gals. 07 121DZ3.2 cubic feet
`
�. otume of wash water
This ih the amount of fresh water used for washing floors or volume
of fresh water used for a flush systeu. FIuab s/stRms that reci7zuiacs
tha lay�on water are accounted fnr in Z0.
�
''aIUMa ` 0.0 galio:s/ouy a UO days storage/i.*6 gaiions
per CF'
VaIauo = 0.2 cubic feet
�. Vw]uma of rainfall in excess of avaporatior
�wy.peoicJ of time wion rainfall eaceeds evaporation by largest amount.
130 dlys excass raixfal] = 2.2 l:cno:�;-
Vain"a ' 7.6 io * DA / 12 inches per fant
VaInoy � 66220.0 cubic feet

j� Volumc o� �5 year - 24 hour storm
7~5 inches / 12 incbes
r'
�ol.0958.0 cubic faet
TGTAL REQUIRED TEMPORARY STORAGE
5A. 121t-D5� cubic feet
5B. 0 cubic faet
�C. 6C220 cub�c faet
5D. 70950 cubic feet
TCTAL 258228 cubic fe
i========''�
2� a24 es
oa/o============`====�==='=============,
Insi�p`top widt�============================> 3]0.� feet
feet
reCiuiro� vcl�uc=====,=========,=======>
n vol:rne===�====================>
�easona�
S�o� puupi:g e1ev.====================='==`=/
�re�tment vuI:oe========`=>
��:�in� elevat��n============>
raioIa���`)
elevat��.`==========!
cu. r�. +
117
CA
SE At
14
��ILIZ�TIJ|( LA�

i -3 '7
frARMS
ms.r.,,zo 8
C! 4ECXEZJ 6e- CIATE
STAGE — AREA — VOLUME MODEL
F 1 CIIA-rinAl
t-L- v rx tl-/ I A
ADCA
f-% I 7t- f"%
INIrlo. lff-%
I I v
QL V0 L '
.
'27.5
C.
73,311
98.0
0
75,149
37,115
37.115
99.0
0
79,979
7,7,014
114,120-
0
7 C, C)
104-009
101.0
0
8 ,n54
84" 17
279,526
368,052
1 K11.0
0
-9 -4r, 5 It 7
92,50S
430.560
104.0
cl
96,607
91�.Ez R 2
557 122
,4 nj= n
1573"i 0
It U
OTcc,
2U0
76. C 95
I nrl I Ar,
C-71.8511
107.5
0
11 .3,40-21
56, ! 109
-0 142 S, C 4 0
c7i'lD FU""D 103.50: F 17
ivij
mo
STA-li —uj 105.70' F 'I
,cPL-E&OARD 1 06.5cf., FT
108.84If i
c U F-T
i -7 -1 ^2
CU 7
8 1 -7.2 -12
Cu Ft-

SHEET I OF 2
SPECIFICATIONS 0 CONSTRUCTION OF WASTE A MENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION;:
7he foundation area of the lagoon embankment and building pad shall be
ulaa"vd of trees, logs, HtALps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil fraiii
the lago{.)" and pad area should be styLpped and stockpiled for use oil
the dike and pad areas. After stripping, the faundation area of the
lagoon embankment and building pad shall be thoroughly loosened polor
to placing tne first lift of fill material to gab a g000 bona.
EXCAVATION AND EARTHFILL PLACEMEN0
, , completud eAcavatior and oarthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be Free of material such as sod, nuats, F-ozon soil, Aunyu own-r
S inches in diameter, and other objectionable material. To the nxtenL
they aTe nuitable, excavated motsvials van be use! .. Fill, The fill
ahall he brought up in approximately noTizonkal layurs not tu axsead S'
inches in thickneiz when loose and prLsr to compaztjon, Eazn iayey
will be uompacted by complete czyeragD with the hauling and spneading
eluiPm.b cf staKdWj tanpi"; Palley Qr athei equivalent methul''
Compaction will be considered ad&quate when fill matenial i5 mLw,vva6
t: wonozlidnte to the 1}V62 tnat sottlenert i: nl neadily dubawhibla:.
mou THE SPECIAL REQUIREMENTS FOR PLACEMENT CF LINERS IN THE LIMHF�
THIS The ambAnkmant of tha la6:on shall
inBtalled Lsing the more impervious materials fTum tne yoqaiped
e9cavab1,ons. Const"Latio" QF fill heights shall inclode 5 percent for
lastinment. Dikes ovap 15 feet in height aud with an impounduent
.Opacity OF 12 aore- :net 0� .:a Fall uvdv� tky jarlwdi=tLon of Lha N'.'.
Too Safety law. The he! ght is de7ined a3 th2 Vifupe cv in elavatio;-.
!-= Ova "s"-1v,,tw6 height to oan annninva2 tie of t�e �jyw,
P7nVa0VoY, zNall ha taken dorina wavKruntion tu prava"t axveswiy�::
uyszlo" an:
41%kj TAL AlmINON &EQUIRED TK;CKA23S SHAIL BZ 1.1 ft.
.... ... .... .. ---------------------------
NOTE4 IN:: QPARTTAr._ OR FULL) ARE REMUIRED WHEO TXE A77ACKED SOILS
1=75TI=117 FE"177 ST ZE07CA713 OR WNEX WNSUITIBLE rATERIAL 01-1,
EK10!XT2%TC DURAWS C143TRUCTION. A 7VPICnL CROSS 5ECTTDK CF THE LINV'.'
!I &"SIAGED GE&AGA WAni LTNAA3 ARE nETUIRED 27 TKE 30IL2 REPOR7,
Abin v%—w Df -0101table arawootayal, 02/ will he over
*xcavadwd bl�ww finvuh gvnan �V 0Z ",izlfied dept, nu
pnVP41wiculay to zae finisn gTads. We founaation shmil ne backfiIjeci
aa sPecified tO Vadu with a OCZ OX.-nud material (ii - OL,GC,CHD.
REFER T3 7HE OCILS 1NUFSTIGATION INFORMATION IN THE PLANS FOR SPECIAL

OPERATION AND r|AIHTEHAHCE PLAN SHEET 1 OF 2
~---_r'----------------------- �
' (
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
f1uid !oval (permaneoc aru touparary s'-woagu? to be reachad may vary
v� due to site ccnditicrs, weather, flushi:Z operutions/ and the amount
of fresK waver aduel �n Wn syzcam.
The lesignau temporary storage consists of 182 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location~
T; e volume cf waste generated From a given numbe� u[ animals will be
fairly constant throughout the year and from year to year, but excess
/ainfall will vary from year to year. The 25 year rainfill will not
be a factor to consider in an annual pumping cycle, but this storage
volume moat always be availabie.
A maximum elevation is determined in each dyyign to begin
pumping and tnis is usually the outlet invert me pipe(s) from
buildzny(s). If the outlet pipa is not installed at the elevation to
beHi" Pumping, a permanent m*iker must be installed at Lnis elevatic:
to indicate when pumping should begin. An elevation must ba established
to stop pumping to maintaii lagzor treaiaavh dapth.
Pumping can be started or stopped at any timc hat*aRo these two
alevations for operani:g 'convenience as site cc:citioan permit, such a.:..
weathe?, soils, crop, and equipment in order to apply waste without
ru:off or leaching.
Land application of waste water is recognized as an acceptable
;-­,ath:d of Jisposal. Methods of application include aclio suL,
Y' center pivot, guns, and traveling gun irriyotion' Care should be
taken when applying wastc W prevart damage to craps.
7he following items are to be wa/r1eJ :ct:
A. it is ctpo:gly rewunxcWej Wat the trcaKvvi laync* be pre-
c:aoys; Uj 1/2 its capacity to prevent nxvessi`'a ~ey.v (wyi:�
sLn/i-np, Pre -charging reAucc� the ���.��x�`^��'�. or m= ir.iviai
waste encerin& the lagoon toerauy reuucing cuo,w, Solids s:oold be
W.v+/WJ with efflucn% at all uluus. Una: Precoa/g!"6 is cZuPlet^.,
flush buildings with recycled lagoon liquid. Fresh water ahculd nut
K nzLC eco flnshiig after initial filling.
The attached waste w0lization plan shall be |nUnwed. Th1�
�amplia; ani Q",Ug of sate can,
o"fcTe lano application.
1' won teunrx'y storage pomp -out or thn layoin Ue' fluid level
"wavAns tho elevation 185.7 an sapk*6 Q permanenc marker. Stop puld-
not xban the fluid !oval raachys elevation 103.1 . Tuis temporary
vlcvage, less 23 /r- 24 hr atu/m, cuetairs 137273 cobic feat u.
1403641 gallons.

~
SHEET 2OF2
�
4. The recommended n� 1,.m amount to apply per ! iQation is
° ona (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization pla: for [urtoer details.
7, vegetation on the embankment and areas adjacent to the
r1lialoon
mowed annually. Vegetation should on fertiliueo as needed
to maintain a viyoruus stand.
6. Repair any erode/ aroaz or areas daxagHd by rodents and
establish in vegetaL^oo.
7. All surface runoff is to be diverted from the lagoon to stable
Dutints.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilizati= fields ^Qnazot to perennial streams. Waste W111
M be applied in open ditches. Do nou pump within 200 feet of a
,;iJexca or within 108 feet of , well. Waste stall be applied,io a
manner not to reach ocher prupert/ and public rl&tt-of-ways.
9. The Clean Water Act ol 1977 p``ohibits the discho/;e of
pillutarts into waters M the United Stabps, Tho Dap^otmehl c-7
Fz'iTanment, Health, and Xotxo«L ResQurces, CiviwiD, of Sa,iroo-
wantal Managemant, has the resperLibility for auvrcioa tMis !an..
`

SHEET 2 OF 2
-oil !Nw, OtsAal d !I come from an approved Ti' _row area. The
winimum water content of the liner material shall be optimum moisture
cantnaL which relates to that moisture contant when the sail is kneaded
in the :an it will form a ball which does not veadiiy separate. Water
r:-ihall be .&M to boaroa is necessarX to insure proper moisture content
during plawaxent of the liner. The moisture content of the liner
xatecial. shall now be less than optimuo wnNav content dMig placement,.
The maximum water cantenb relates to the soil material beirg too wet
No affiwAa". ".aa of "a -ling equipmenu and propen compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at laasb 90 percent of the maximum ASTM DE98 Dry Unib
Weight of one liner material. When smooth or hard, the previous lift
shall be wcorified and moistened as neede6 before placament of the next
lift.
Tha single iost important factoT affecting the overall coxpacted parme.-
nbili%/ 07 a cla/ liner, 0tv"V than the t/pe of clay USMC for th;:..,
liner. is the efficient constpurtion nrnromminp nf N%w nnzlo.< _
The ne"nonve of wqujdwQnL usa and the routiog oV equpent utab %min an s-
lished paltenn halps assure ume K
nifority in thAule p2acumant ano
cQmPacz1W" PPMEM. bu: most clay soils, a tamping z7 sneapofoot
7011er in are preferable typD of compaction aquipwwoL,
Us soil !inn, shall he protectej fpom the discnap,, T ,,t,
pipes. This can be done by using sooe Qpe oy snenj, ji,sZyatoy(ronks:i
nT Loin, "IsMie outleto QP wAstu pjpvs,
to soil linvy one 1>ntmatic linurn "M banownite seal"nt.
yve- ta. O,V�w "PQ0!:Qw,, 0'�AUS00 construction sprilliuntiatz
r0ycl :j1V with A i a Con, LT uati: A By ani fication.,
COMM NEKOK::
cutay" !Tynch shall a co"awncM juder ths ex5ankAaWL area who:-t
oLw­ : VY!cal cvn�n wowtlsy in the plans. 71 a N"al 1,pLh of the
=ntnff tremoh shall be det�;kinhd by atsvoyatiu" 0, who
oil anposof ambankXent and otner bare =SnzLYjaQj a;pao gvAll 1, gyady.-!
1 � k-" d! .." 11 L/Pu of vob"LM6� V5 noon "S PanSUAM 00wr zao�� .;--
lAn acacia in, to b h e•T seading.Lpecifivaziuns, TopsoiA shwald b. PlaveLi
- -i 401 wix, anz pow a �n luva.d. rew;SlaVI suading so MU10-
A ,ad M the permanent vage tation in out cf senvori
C- :�Kw �, UPnoyanwvL ,IMMon zhuuld bu w.M:Anhed on 1Q,
A, ;�nvhlln W�Ang = zeAt paviod of approved saujing date,,,
TILE DkMn�2
.. .... .. .. . .... .
Mn Y-Ozns are the till ail! bp ruAnnyw to a winixom
1. no Un oat,Lcz too of slope CF tha dike. :5, wile
awxoazted with quad isbaylzi wch

SEEDING 3PEC1FIC7-T0H.:-:,-
--------------- 7(
ARAA TO BE SEEDEDa 5.0 ACRES
USE THE SEED MIXTURE !MDICnTED n2 FOLLOWS:
300.2 LOS. FESCUE GROSS AT 62 =./ACRE
CBEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMEER 27
FEBRUARY 1 TO MARCH 30
150o LBO. RYE BRAIN AT 32 125./ACR7 ?NURSERY FOR FE1730
300.@ LBS. !PENSACOLA' BAHIA GRASS AT 62 LES./ACRE
CBEE FOOTNOTE NO. 1)
SEEDING DATESj MARCH 15 7C 1UNE 15
40.0 LBO. HULLEE CON -OH BE=WCA CRASS AT 8
(SUITED FOR M037 SOIL COND171ONT)
GESDING DATETj 7117� 1 Tc juLy !�:.
E&O LBS. UNKWLj.ED COMMON BERMUTA 2RASS A7 19 jBs,/ATp".::
SEELING DA171, TANUnrY 1 TO MARCH I -
BLS' 1-0 S. RYE BRASS AT At LOB./AIL! f7EsYQVAA: VEW 171D,)
DATEZ rw2zTTq7
LB&
APTLY THE n21-LOWTH31
SOO&Z =K OF 10-10-10 =-== !IEZZ =n./P750,
:0-2 7CHS OF DC=KA::C L= V -CNO=77'
ZZ&D BALES OF SMALL TRAIX 17= !TTW
!REA T7!ZD:T
AACL: iml lip YERTI-leER 1"14 "TA&
5403TK KIDDED. APPLY Zin. AND 77Rr 2L�:Ljn �n7 ClIT;�nnKIF:
OR 271=7 EQUIPMENT. AT;VY MUL7A 24: 17=71 AITY R
ANCXCAIND 700L 02 M7TTIM7,
":V�Icnn smincons zn nown to =Amn wAn ==-
3ERrYTA 11=0 1HE! W=S IT�11, �T 1K PHC0=VnE7
Lvl/;772 c7 C27ACE salmulz 7 AKCIVIEr -c
017:� ... 01PIRATS is LSTAS... 1=72,.,

PROW N1 IMBFR S
DWQ 9lo — 3g57- 3g00
EMERGENCY MANAGEMENT SYSTEM qt o - a 96 - ,A! 6 o
SWCD -aIa0
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. 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.
D. Leakage from flush systems, houses, solid separators -action include:
December 18, 1996

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 sidewali of lagoon. Often this is seepage as opposed to flowi
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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 mach 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 - -
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.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Ay-�t, n-F SPr-✓' S �
b. Contractors Address: l d,S qi�-
c. Contractors Phone: 1.5; Z-- 516 - 2,16 .
6. Contact the technical specialist who certified the lagoon {NRCS, Consulting Engineer, etc.
a. Name: As., S e e v Cc.ex T�. - j �p'�p !lltC C/iy
b. Phone: Z Sz - 5-1-t -16It8
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

c�
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important goon
levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste. ,
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps 11�
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of.vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new 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 of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

0
Possible Causes of Lagoon' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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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
Q Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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 liy the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
El a 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).
a Q Any method which, in the professional opinionof 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).
QMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be=done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of ethnical Specialist
.7-z7-19
Date
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWG100000 -Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition 11.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b, commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S. § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Pennittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [1 SA NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
V Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
i i I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
Facility Name
E+ B r4ZI-mS 1Ke- -
Owner/Permittee Name and Title (type or print)
Signature of
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
.31- J V R_ .—
Permit Number
Date
Date
DTASIE 1-22-2020