780052_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring_ Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these -State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,.2019-
Please do not leave any queWon unanswered Please verify all information apd make any necessary corrections below.
Application must be stgned and dated by the Perntiftee,
1. Farm Number 78-0052
2. Facility Name: Jack McLean Farm
3. Landowner's Name (same as on the Waste Management Plan):
-1. Landownees MailkR Address: 1248 Mount Moriah Rd
City: Maxt State:
Telephone Number 910-521-0481 Ext. E-mail:
5- Facility's Physical Address: 1248 Mt Moriah Rd
City: Maxton State:
6. County where Facility is located: Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Managees telephone number (include area code):
R. Integrator's Name (if there is not an Integrator, write "None"):
10- Operator Name (OIQ: John R McLean
1.1._ Lessee's Name (if there is not a Lessee, write"Nonell):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types.
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
MilkCow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Bimf Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Certfficate Of Coverage Number: AWS790052
John H McLean
NC Zip: 28364-7264
NC Zip: 28364
Sri; kAld,
Phone No.: 910-521-0481 01C #- 18319
Allowable Count
2,496
Dry Poulin,
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep�
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultn,
Non Laying Pullet
Layers

13. Waste Treatment andStorage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
�Built
Liner Type
(Clay, Synthtfic,
Urimown)
Capacity
(Cubic Feet)
117, A-33
Estimated
Surface Area
�Squaiel`eet)
I =q'0
DesignFreeboard
1.1taine
(Inches)
20.00
]LAGOON I
ALA
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) wtth this completed and signed application
as required by NC General Statutes 143415.101C(d) to the address below.
The CAVAT must include the following components:
L- Rt-m—ostmcew Waste UtflizationTlan (WUP), Lianed hv the muer and a certifiedlechnical spedA1;,,t. containing:
a. Thomethod by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map ofevery field used for land application (for example. irrigation map)
C. The soil series present an every land application field
d The crops grown on every land application field
e. The Realistic Yield Exl)ectation JM) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
9. 111C waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/sebematic
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 updak&Mortality Control Checklist
7- Lagoon/storage pond capacity documentation (design, calculations, eW
pleaW*_bc sue the above table is accurft� and
complete. Also provide any site evaluations, wedand determinations, or-lazod.- classifications, that may be applicable to
your facility-
8. Operation and Maintenance Plan
If your CAWW includes any components not shown on this list, please include thee additiong components wiffi your submittal.
(e.g. compostim digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWW items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that�
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete,
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person. who knowingly makes any false statenicM
representation, or certification in any application may be subject to civil penalties up-.w S25,0DO per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
1W 4
Name: 4-,'_ - Title:
Signature: Date:
Name:
Signature:
Title:
Date:
Name, Title:
Signature: Date:
THE COWLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
. NCDEQ.DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal*ncdeur-gov
P
FORM-. RENEWAL-STATEIGENERALOM019

ROY COOPER
coemor
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
Director
'C
NORTH CAROLINA
Environmenud Quality
Februw-y 27, 2019
John H McLean
Jack McLean Farm
1248 Mount Moriah Rd
Maxton, NC 28364-7264
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under orte of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019- Copies of the new animal waste operation State Non-Dischargc General Permits are available
at hns://deg.ne-gov/about/divisions/Water-resources/�ater-qualLt.y-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an oklication for
permit coveM to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Dis�Lh=e General Permit." The gRRlication form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWNW) with the
completed and signed agglication form, A list of items included in the CAWMP can be found on vage 2 of the renewal
Mplication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A P�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o cnclosures)� Fi1yetteville Regional Office, Water Quality Regional Operations Section
Robeson County Soil and Water Conservation District
AFOG Section Central Files - AWS780052
M=hy-BrownLLC
North Ca ro lins Dapa;Erramt of Quality I D Mson of WarqT 9 D
M2 N. Sal�sbu ry St. I iS26 Wail Serv-ross Cffntar Nor-&, Owdina 27699-ISSt

ea.
Nutrient Management Plan For Animal Waste Utilization
02-23-2604
This plan has been prepared for:
John McLean Swine Farm - 78-52
John H. McLean
1248 Mount Moriah Road
Macton, NC 28364
910-521-0481
This plan has been developed by:
Dana L. AW-ord
USDA-NRCS Lumberton FO
440 Caton Road
Lumberton, NC 28358-0452
910-7�9-5478
Developer Signature
Type of Plan: 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.
Signature (owner)
Signature (manager or producer)
;Z — .-� -S, - 6 f -I."
Date
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:
Technical Specialist Signature
A) -.) 3 --24�
Date
------- I ----------------------------------- ------ ---------------------- --------------------------------------------
683-WCU,v,zLj� DatabasGVersion3.1 Date Printed: 02-23-2004
APR 2 4 2019
water Quality
Regional operadons Sedon
Cover Page 1,

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,313,792 gals/year
by a 2,496 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5329
Incorporated
9152
Injected
10079
Irrigated
5793
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
8,488.01
3,390,459
-1,076,667
Year 2
8,856.50
3,537,649
-1,223,857
--------- - --------- i
-- --------- -------- — -------------------
source means li�wdw- so urce, U means user defined source ---------------------------------------------
683366 Database Version 3.1 Date Printed: 02-23-2004 Source Page Page I of I

Narrative
John McLean Swine Operation
Facility Number 78-52
Operation Capacity is 2,495 Feeder -Finish Swine
Fields are actually Pulls in plan.
When more than two soil types were being applied waste,
the most limiting soil was used in plan.
------------------------------------------------------------- ---- --------------------------------------------------------------------------------------
683366 Database Version 3.1 Date Printed: 02-23-2004 NarrIdtive Page Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
688
1
3.97
3.97
15.0
Rains
Hybrid Bennudagrass Hay
4.5 Tons,
688
2N
5.48
5.48
15.0
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
688
2S
5.09
5.09
15.0
Norfolk
Hybrid Berinudagrass H
6.5 Tons
688
3N
5.42,
5.42
15.0
rf 1
Norfolk
tNorfolk
Hybrid Bermdagrass Hay
6.5 Tons
6N
3W
2.551
2.55
15JD
Hybnd Bennudagrass Hay
6.5-Toms
688
4
4.83
4.83
15.0
Rains
CGm, Grain
125 bu.
VfiW, Grain
55 bu.
Soybeans, Manured, Full Season.
44 bu.
688
SN
4.261
4.26
15.0
Norfolk
Corn, Grain
115 bu.
Wheat Grain
60 bu.
Soybeans, Mantued, Full Season
42 bu.
688
5S
3.1071
3.07
15.0
N.dlk
Com, Grain
115 bu.1
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
42 bu]
rJ'AIN IV I AL.1j: v+.o/ 34.0 1
FLi
PotentiLd Leachirw
rechnkat ruidame
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>-- 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples -are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (39 1).
683366 Database Version 3.1 Date Printed 2/23/2004
NOTE: Symbol * means user entered data.
PCS Page Page I of I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation, This plan provides an estimate of the number ofacres ofcropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and propertiming ofapplications to
maximize nutrient uptake,
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in orderto supply the indicated quantity
of nitrogen from each source is also included. A balance of the. total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
vpat. I
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Pert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
Nutden[A
pplied
Applied
Applied
Applied
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
Obs/A)
(lbs/A)
(lbs/A)
Source
Total
Use.
Applic.
Applic.
1000
Tract
Field
it)
Soil Series
Acre,
Acres
I Crop
RIYE
I Period
N
N
N
Method
N
I gal/A
Tons
1 1000 gals
tons
688
1
S7
Rains
3.97
3.97
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
1951
77.89
0.001
309.23
0.00
688
2N
S7
Norfolk
5.481
5.48
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Iffig.
296
118.24
0.00
647,95.
0,00
688
2S
S7
Norfolk
5.09
5.09,Hybrid
Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
1 Irrig.
296
118.24
0.00
601.81
0.00
688
3N
S7
Norfolk
5.42
5.42
Hybrid Bennudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
640.81
0.00
688
3W
S7
Norfolk
2.55
2.55
Hybrid Bcmudograss Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
118.24
0.00
501.50
0.00
,6-88-
4--
-S7-,Rains---
----4:83
-4-83
eom,-GTai
�125-bur:
21-16-6/30-
-1-35
-0----20--
-IMg.
--l-13
4:5-,94
0:00
-211171-0'M
688
4
S7
lRains
4.83
4.83
Wheat, Grain
55 bu.
9/1-4/30
jpe,
0
0 1
Irrig.
64
25.40
0.00
122.7'01
0.00
688-
SN--
-87--
Otfolk--
1-1-5-bur.
-2/4,5z660
--l-3-1--
--0-
-20­
--Irrig.-
--1, 1-1
­4*34
---0.00
688
5N
S7
k orfolk
4,26
4.26
Wheg Grain
60 bu.
9/1-4/30
142-T
0
0
Irrig.
75
29.96
0.00
127.62
n-00
698'-
---SS"
S7
N-Orfalk-­
-M7'
3-:07
eoraremin-
-1-175-bU7
-2/15-6/aO­
-1-3-1-
-0--
--2iD-_-Irrig;--
-1-1-i -
--44-34.1
0,00
­136,A-2
0.00
688
5S
S7
Norfolk
3.07
3.07
Wheat, Grain
60 bu.
9/1-4/30
j2f
0 1
Irrig.
751
29.961
0.00
91.97
0.00
2.4S Aj a SCI Total Applied, 1000 gallons
3,390,46-
2-M44 Total Produc4 1000 gallons
2,313.79
Balance, 1000 gallons
-1,076,6
7. A 32 A A- 2,00 Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes; 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol � means user entered data.
683366 Database Version 3.1 Date Printed: 2/23/2004
WUT Page Page I of 2

Waste lUtilization Table
Year 2
Nttrogdn
Comm.
Res,
PA
Fen. (lbs/A)
Nutrient
Nutrient
Req'd
Applied
Obs/A)
(lbs/A)
Source
Total
Use.
Applic.
Applic.
Tract
Field
11)
Soil Series
Acres
Acres Crop
RYE
Period
N
N
N
Method
688
1
S7
lRains
3,97
3.97 Hybrid Bertnudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
688
2N
S7
lNorfolk
5,48
5,48 Hybr . id Bermuclagrass Hay
6.5 Tons
311-9130
296
0
0
Irrig.
688
2S
S7
Norfolk
5.09
5.091Hybrid Bermudagrass Hay
6.5 Tons.
3/1-9/30
' 296
0
0
Iffig.
688
3N
S7
Norfolk
5.42
5.421Hybrid Bermudagrass Hay
6.5 Tons
311-9130
296
0
0
Irrig.
688
3W
S7
Norfolk
2.55
2.551Hybrid Bennudagrass Hay
6.5 Tons
311-9/30
296
0
0
Irrig.
688
4
S7
Rains
Z.83
4.931Whe94 Grain
55 bu.
9/1-4/30
106-900%
(T
0
Irrig.
688
4
S7
Rains
4.83
4.83 1 Soybeans, Manured'+, kFtuS11 easan,;,oj,,,q,
44 bu.
4/1-9/15
170
0
0
iff 1g.
688
5N
S7
iNorfolk
4.26
4.261 Wheat, Grain
60 bu.
9/1-4/30
I
126"0 10
0
Irrig.
688
5N
S7
Norfolk
4.26 ' '
4.26 Soybeans, Manured, Full Season
42 bu.
4/1-9/15
164
0
0
Itrig.
688
5S
S7
Norfolk
1 3.07
-
3.07 Wheat, Grain
-
60 bu.
9/1-4/30
I �Ov "",
J.25 0
0
Iffig.
688
-5S
S7
Forfolk
17�97r
3,07ISoyboans, Manu'red, Full Season
F42 b u,
4
Irrig..
Notes:
1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol mews user entered data.
-p--'4A'L
to Po,-),L/ ;.r /
683366 Database Version 3.1
Manure
PA
NutrieniA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
N gal/A I Tons
1000 gals
tons
195 77.891 0.00
309.23
0,00
296 118.241 O.Oq
647.93
0.00
296 118.24 0.00
601.81
0100
296 118.24 o.00
640.83
0.00
296 118.24 0.00
J01,50
0.00
42 16.94 0.00
81.80
0.00
170 67.91 0.00
327.98
0.00
50 .19.97 0,001
$5,08
0.00
164 65.51 0.00
179,07
0.00
50 19.97 0.00
61.31
0,00
164 65.51 0.00
201.11
0.00
Total Applied, 1000 gallons
3,537.65
Total Produced, 1000 gallons
2,113,79
Balance, 1000 gallons
'o a"ons
-1,223.86
Total Applied, tons
ns
itL
0.00
Total Produced, tons,
Bala2nee,ton
000* �y
Rellw s 2 Z..
v
PrZ. ed: 2/23/2004 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. if
applying waste nutrients through an irrigation system, you must apply at a rate that Will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one. application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
688
1
Rains
0.40
1.0
688
2N
Norfolk
0.50
1.0
688
2S
Norfolk
0.50
1.0
688
3N
Norfolk
0.50
1.0
688
3W
Norfolk
0.50
1.10
688
4
Rains
0.40
1.0
688
5N
Norfolk
0.50
1.0
688
5S
Norfolk
0.50
1.0
683366 Database Version 3.1 Date Printed MY2004 IAF Page Page I of I
NO'rE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accurnulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefWly applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phospborous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Yews Accumulation
Minimum Acres
1.5 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
31.29
62.58
93.87
Hay 6 ton R-Y.E.
300
26.32
15.65
31.29
46.94
Soybean 40 bu
160
14.04
29.34
58.67
88.01
------------------------------------------------------------------------------ — — -- — --------------------------------------------------------------------------------------------
683366 Database Version 3.1 Date Printed: 02-23-2004 Sludge Page Page I of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capac4 is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the fast crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients thathave not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storan Canacitv
SourceName
Swine Feeder--Finishl;8Loon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Yew
Month
Available Storage Capacity (Days)
1
1
28
1
2
17
1
3_
82
1
4
148
1
5
174
1
6
180
1
7
180
1
8
180
1
9
180
1
10
158
1
11
137
1
12
124
2
1
102
2
2
83
2
3
140
2
4
180
2
5
180
2
6
180
2
7
180
2
8
ISO
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is c*ulated as of the end of each month.
-------------------------- ---------------------- -----------------------------------------------------------------------------------------------------------------
683366 Database Version 3.1 Date Printed: 02-23-2004 Capacity Page Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not rea6 surface waters of the state by runoff, drift-,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that 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 the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the, nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
W ' aste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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 and flies.
----------------------------------------------------------------- --------------------------------------------------------------------------------------- ---------
683366 Database Version 3.1 Date Printed: 2/23/2004 Specification Pap-e I

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen. - t
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. Nutrients from waste shall not be applied in fall or winter for'spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "'technical specialist". Animal waste shall not be applied on
grassed Waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industriaj waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
------------- --------- ---------------------------------------- -------------------- ----------------------- ----------------------------------- ------------
683366 Database Version 3.1 Date Printed: 2/23/2004 Specification Page 2

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 he
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 spins. 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 of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soff shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of rive years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------- I ------------ -------------------------------------------------------------------- ---------------------------------------------------- - -------
683366 Database Version 3.1 Date Printed: 2/23t2OO4 Specification Page 3

Crop Notes
The following crop note applies to field(s): 4
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information &om private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 3 0-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phospho�us is- normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 5N, 5S
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 14' deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount ofN is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
--------------------------------------- ------- — ------------------------------------------------------------------------- ------------------------
683366 Database Version 3.1 Date Printed: 02-23-2004 Crop Note Page Page I of 4

The following crop note applies to field(s): I
Berinudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 3 0 bu/ac is satisfactory to produce ful I groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bulac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For establishea stands apply 190 to 240
lb/ac N annually in split applications, usually in April and following the first andsecond hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
- The following crop note, applies to field(s): 2N, 2S, 3N, 3W
Bermudagy4ss Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Iblac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
----- - ----------- -------------------- - --- - ---- ��­ --------- -------------------------------------------------------------------------------------------
683366 Database Version 3.1 Date Printed: .02-23-2004 Crop Note Page Page 2 of 4

The following crop note applies to field(s): 4
Wheat: Coastal Plain, Mineral Soil, low -leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1- 1 1/2 " deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
,characteristics needed for your area andconditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time. The remaining N
should be applied during the months of February -March. The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable whedt production.
The following crop note applies to field(s): 5N, 5S
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Pr ' oduction Guide. Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
'J'green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can beanalyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 4
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans -"in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-11/2" and
adequate depth control is essenti4 Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely -management of weeds and insects is essential for
profitable soybean production.
-------------------------------------------------------------------- ­ -------------------------------------------------------------------------------------
683366 Database Version 3.1 Date Printcd: 02-23-2004 Crop Note Page Page 3 of 4

The following crop note applies to field(s): 5N� 5S
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15' rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
------------------------------------------------- ----------- ------------------------ ---------------- ---------------------- --------------------
683366 Database Version 3-1 Date hinted, 02-23-2004 Crop Note Page Page 4 of 4

--'jF
. . . . . . . . . .
"L:j
. jL,
AA
t N":

1153
A
41-
IP77
Cem,
J
175 .4�
1168
Mt Hebron
A
74
Ce
7
x
em
7
1169
17,?
1170
NN
1166,
170 69
1172
i7o
/168
14
165
N
x
6
int
It 60
7
sm
163 1172
1. i-a Ce hr k,
.1122
f
c:D r
17

WOW "IM
P3
. . . . . . . . . . .
I::,- "Jo."
SN
. !7�

1763
M-0
im
Ida
04
1817
4774
1774
_*771 t
MU
L
rbmo..
71
131
VMS
134*
1340
KMWM
�.204
t339
.6
m7a
t
1349
71
1397
AWb..l.
40
1303
0380
1
to
116*
qr
-Ij iL
71 -a-3
and
It
1153
1
limb
1
11153
MAXWN
INP pw-2A"
"do
1167
1176 IM
V11710
1149 1172
cmuc
PcOnAm co' m'
"72
1173
1
2
IV74
112P
t174
sidw
....................
00
214 16�
.9

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certffication Training for Operations of Animal Waste Management Systems Manual
RhILpa- "' - ' WR
APR 2 4 2019
WaterQuarity
ReGionai opemuons sedon

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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 or 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
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 of 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 overflow 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 occur 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 I 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.
2

• 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 level. (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.
• Don not pump the lagoon liquid level lower than 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:
5

0 proper lagoon sizing,
0 mechanical solids separation of flushed waste,
a gravity settling of flushed waste solids in an appropriately designed basin, or
0 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:
0 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
phosphors, 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.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater 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.

F
-:>J 1C
2-t
og r
EMERGENCY ACTION PLAN
PHONE NUMBERS
-73
DIVISION OF WATER QUALITY (DWQ) 9 /G) - q g 6 - Is'q I
EMERGENCY MANAGEMENT SERVICES (EMS) qic - 671 3 1 j-'::'
SOIL AND WATER CONSERVATION DISTRICT (SWCD) !I 10 -..- S- q 7 S1
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) Clio., 7j '73 q
COOPERATIVE EXTENSION SERVICE (CES) 3q
32 7
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem- You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 - Stop the release of wastes- Depending on the situation, this may or may not be possible. Suggested
-responses to some possible problems are listed below -
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam-
b)
FUMP Wastes to fields at an acceptable rate.
C)
Stop all flow to the lagoon immediately.
d)
Call a pumping, contractor.
e)
Make sure no surf -ace water is entering lagoon.
B. Runoff from waste application field -actions include:
2) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush syE1dms, houses, sofid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or (Fitch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
Compad with a day type soil.

3.
4.
5.
91
C) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possib4e-
2. Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish Rills, or property damage?
d. Did the spill leave the property?
e- Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c- Instruct EMS to contact local Health DepartmenL
d. Contact ClFs phone number, local SWCD office phone number and the local NRCS
office for advice I technical assistance phone number.
If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage -
a. Contractors Name- c, e, ro L� f, ti
b. Contractors Address: -TS 36 1%4lVal
c . Contractors Phone:
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer� etc.)
a. Name: A/ As�l, Aar-4
b. Phone: 2 Li
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 bf wastes from happening again.
k/ W,--i
A
r, // 'b 0' "1 /-- AF —
sT4j e- St�)
" Y VN/�e,
Y73 133
9/0 C
q10 2-ID o

,f
FARM EMERGENCY PLAN 2016
Farm Emergency Plan
1. - —Emergency Numbers -if _Qi i is
w(irking properly
Contact Names
Contact Numbers
�Fkme C. "A r"-A —
6 ? S
Local Police
T 7
County Sheriff
-7 AJ.
Local Animal Control j?
J2- 2- Q0
State Police
Z-1 NUZ
Local County Emergency danagement Coordinator
Ambulance
Local Hospital
9-1c _/_7 0
Family Doctor
Agricultural Chemical Dealer 14J em A-
2/p - 2 7 63IRC
Veterinarian AV 1.
11-7/
8251
Business Numbers (wqp prtwft nun*m tar your bp!ums:1-g�ew)
Contact Names
Contact Numbers
Local Fire- ko A" CLIO
Local Fire CWmf
;?as-o
ElectricCompany k
6.3S-1,
Gas Company 3 j
Phone Company
a00 2 8Y — 2t.0 Z
Equipment Dealer/Mechanic jt-4j
C - L A 2-
FBI Field Office Emergency Number
IV 70�
InsurartceCompany/Agent Mft /1141
Local *C Cooperative Extension Agent
NC Department Of-Agricuiture & Consumer Services
(NCDA&CS)
919-707-300D
NCDA&CS Structural Pest - Control andPesticide Division
919-733-35�56
NCDA&CS Emergency Programs Division
919-807-4300
NCDA&CS Veterinary Division
919-707-3250
N]ational Response Center
1-800-424-8802
C1 0
. ivisiG of W
NCDE% Division of Water Resources (DWR)
1-800-858-0368
NC Poison Control
1-80G-27-2-1222
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (7*lush stem is designed and operated
, 5 — pv� 1100f d-1
sufficiently to remove accumulated
solids from @m1M as designed.
Remove bridging of accumulated solids a, rk,
discharge I -SAT M
Lagoons and Pits Crusted Solids LfMaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than. 6-a inches over more than
30% of surface.
Excessive Decaying vegetation (,/)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge an impoundments perimeter. 4�0,)-Lje-A
k-
(Dry Systerns-)--
Se—eders Feed Spillage UDesign, operate and maintain feed systems (e'g--
bunkers and troughs) to minimize the accumulation
a,el� -,) LAf Xclecaying wastage. AAP
W Clean up spillage on a routine basis (e.g. 7-10 day
eA interval during summer; 15-30 day interval during winter).
7d�� ou -,- C. � && r
Feed Storage Accumulation of feed I Vedilce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site andfor providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
Inspect for and remove or breakup accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
�W;Md,z
-jib Yo
A-
A, "U F� Ito
MIC — November 11, 1%6
10

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
- Farmstead I Swine production
Animal body Dirty manure
surfaces covered animals
to Minimize Odor Site Specific Practices
or wooded buffers -
)d best management V b 0L
practi
(/)Good judgment ancecso; mmon sense
s6ry floors- - - I
11&4v,rA -
n_oor surfaces Wet manure -covered (V)-glofted floors;
floors 4,,Materers located over slotted floors;
04M. 4�( )Feeders at high end of solid floors;
( )Scrape manure buildup from floors;
(jOnderfloor ventilation for drying. --
a -Jr xao a k e,
Manure collection Urine )Frequent manure removal by flush, pit V "I—k
pits recharge or scrape
Partial microbial )Underfloor ventilation
decomposition
d
/D
Z
( Wan maintenance;
( )Efficient air movement IV4- JJJ%A�
Ventilation
exhaust ians
Volatile gases
Dust
Dust
--E;( -
( Washdown between groups of animals
Indoor surfaces
( )Feed additives;
( )Feeder covers;
)Feed delivery downspout extenders to
::iw-m
feeder covers Wdl
Agitation of recycled ( )Flush tank covers
Flush Tanks
lagoon liquid while tanks
)Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
)Underfloor flush with underfloor
waterconveyance ventilation
PiCnedharge
Agitation of recycled ( )Extend recharge lines to near b—ottorn of
points
lagoon liquid while pits
filling
pits with anti -siphon vents
-&o.
are
Lift stations
Agitation during sump
tank filling and drawdown
( )Sump tank covers
51
6—utside drain
collection or
junction boxes
Agitation during waste
water conveyance
( )Box- Covem—
Alo 6>
End of drain
lagoon
Agitation during waste
( )Extend discharge point of pipes
pipes at
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(i--f roper lagoon liquid capacity
Biological mixing
Agitation
(U.�Cbrrect lagoon startup procedures
(wfAinimurn surface area -to -volume
ratio (I-IMinimum agitaffon when
pumping
)Mechanical aenation < --'
Irrigation sprinkler
High pressure agitation
6�Proven biolociical additives
_�+ffiqate on dry days with little or no wind
nozzles
Wind draft
(k4l0inimum recommended operation pressure
intake lagoon liquid "alp,
( %^mp near surface
( )Pump from second -stage lagoon
AL40C - November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading -ILI
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Rernove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carr -ass decomposition (QProper disposition of carcasses Mike I
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/ construction of disposal pits
Incinerators Incomplete combustion
)Secondary stack burners At
Standing water improper drainage 6ofFarm access road
around facilities maintenance Microbial decomposition of away from..;'
hw#ftfiimmatter
Manure tracked Poorly maintained access W�arm access road maintenance
onto public roads roads
from farm access
Additional Information:
A,44 0 _>
— ff,4- o s re, j�
0 S 6_d) -
ti.a ow-rit, el
Available From:
Swine Manure Management 0200 Rule I BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedim EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Undedloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NGSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NGSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management, Odors and Flies; PR011011, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me-
P"e, d. zfz"
(Landowner Signature)
13

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
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 beat 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 renderingplant licensed under G.S. 106-168.7.
1-1 F] Complete incineration according to 02 NCAC 52C .0 102.
A composting system approved and permitted by , the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy.of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionip.f the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for quidance.
• 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 Date
Signature of Technical Specialist Date

United States soil
%
Conservation
Department of Route 4, Box 956
Agriculture Service Lumberton, North Carolina 28358
Dear Operator: 0 0") Id " 6 r b )�
Please review the att . ched plan and specifications carefully.Yi
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all concerned
parties and walk over the site to explain all flags and markings.
It is important that everyone understands what is expected so
that final construction meets plans and specifications. 4N
The pad dimensions and grades are the best estimate. The builder
or contractor is responsible for final layout and design of the
pads. SCS personnel will assist in a limited capacity, as its 0
major concern is the proper design and construction of the waste
treatment lagoon. �i
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible.- If additional material
is required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct elevations
(top, bottom, discharge pipes), and seeding.
NOTE: No volume for sludge accumulation was designed into this
facility at the request of the owner.
DESIGN REQUIREMENTS: Cu.Ft.=- Cu.Yds.
ESTIMATE OF EXCAVATION:
ESTIMATE OF PAD:
ESTIMATE OF DIKE:
ESTIMATE OF TOPSOIL REQUIRED:
RATIO:
JOB CLASS:
,33 : i
DESIGNED BY: -00'-f
" �
DESIGN APPROVA14i����
-Z4 6 3 Q1 0 Cu. Ft. Z 00 Cu. Yds.
iNl A Cu. Ft. 1'1A —Cu.Yds.
—Cu.Ft.= 7zr-7 Cu.Yds.
= —576 C) Cu.Yds.
DATE:
DATE: 1Z�'/ �?- 5!!�
The Soil C o nservation Service
is an agency of the
voo Department of Agriculture

Operator:JOIN
McLEAN County:
Robeson
Dateg
04/21/9-4
Distance
to nearest
residence (other
than
owner):
900 feet
1. STEADY
SYATE
LIVE WEIGHT
0
Bows
(farrow to finish)
x
1417
lbs.
0
0
Sows
(farrow to feeder)
522
lbs.
0
1320
Head
(finishing only)
135
lbs.
178200
0
Sows
(farrow to wean)
x
433
ibs.
0
0
Head
(wean to feecer)
'X'
30
Ins.
C)
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW)
178200
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 17SZOO lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 178200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0 cubic feet L4 /,44i'07� A/V� cmpoied
Ad OUNKA& Slod?e
4. TOTAL DESIGN VOLUME AS
Inside top: length 330 feet width 130 feet
Top of dike at elevation 51.10 feet
Freeboard 1.0 feet Side slopes 3.0:1(inside)
Total design lagoon liquid level at elevation 50.10 feet
Bottom of lagoon at elevation 40.10 feet
Seasonal high water table elevation 0.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 124.0 10.00
AREA OF TOP
LENGTH X WIDTH
324 124
AREA OF BOTTOM
LENGTH X WIDTH
264 64
AREA OF MIDSECTIOPI
LENGTH X WIDTH X 4
40IT6 (Area of Top)
16896 (Area of Bottom)
294 94 110544 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/,�,.
4017,�'� 110544 16896
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 279360 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
330 130 42900 Square
Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square
Feet
TOTAL DA 42900 Square
Feet
===>
Desi3n temporary storage to be
180 oays.
A.
Volume of waste produced
Approximate daily production of manure
in CF/LB SSLW 0.00136
Volume = 178200 Lbs. SSLW X CF
of waste/lb/day X 180
Volume = 43623 Cubic feet
B.
Volume of wash water
This is the amount of fresh water
used for washing floors or
volume of fresh water used for a
flush system. Flush systems
that recirculate the lagoon water
are accounted for in 5A.
Volume = 0 Gal |ons/day X
180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall
exceeds evaporation by
largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 Inches X DA /
12 inches per foot
Volume = 25025 Cubic feet
D.
Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches
per foot X DA
Volume = 25025 Cubic feet
TOTAL
REQUIRED TEMPORARY STORAGE
^
5A 43623 Cubic
feet ���/4�p
5B. 0 Cubic
feetvz� ~
5C. 25025 Cubic
feet/
5D. 25025 Cubic
feet
TOTAL 93673 Cubic
feet

6. SUMMARY
Total required volume = 271873 Cubic feet
Total design volume avail.= 279360 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 170200 Cu. Ft.
At elev. 47.40 Ft; Vol= 180446 Cubic feet (end pumping)
Total design volume less 25yr-Z4hr storm = 254335 Cu. Ft.
At elev. 49.40 Ft; Vol= 251 891 Cubic feet (start pumping)
Seasonal high water table elevation is 0.00 Feet, which must
be lower than the elevation of top of treatment volume 47.40
DESIGNED DY. APPROVED B.Y-
----------- -----
DATE. DATE:
'V�VJY_
NOTE; SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTESg
RECEKDA-Z�-=,,Q=
APR 2 4 2019
Waterouslity
ftionai operawns seabn

Operator:JOHN McLEAN County: Robeson Date: 05/02/94
Distance to nearest residence (other than owner): 900 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to
finish)
x
1417
tbs.
0
0
Sows
(farrow to
feeder)
x
522
tbs.
0
2496
Head
(finishing
only)
x
135
tbs.
336960
0
Sows
(farrow to
wean)
x
433
tbs.
0
0
Head
(wean to feeder)
x
30
tbs.
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) 336960
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 336960 tbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 336960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 5 fild. e- - M " 1-1 /,P AI-4"
I
Volume 0 cubic feet rw, 9 e � ct co 14-�
4. TOTAL DESIGN VOLUME slud� e .,4s Ale ed ed, -
Inside top: length 835 feet ; width 99 feet
Top of dike at elevation 51.10 feet
Freeboard 1.0 feet Side slopes 2.5:1<inside)
Total design lagoon liquid level at elevation 50.10 feet
Bottom of lagoon at elevation 40.10 feet
Seasonal high water table elevation 45.20 feet
Total design volume using prismoidal formula:
SS/ENDI SS/END2 SS/SIDEI SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 830.0 94.0 10.00
AREA OF TOP
LENGTH X WIDTH
830 94
AREA OF BOTTOM
LENGTH X WIDTH
780 44
AREA OF MIDSECTION
LENGTH X WIDTH X 4
805 69
78020 (Area of Top)
34320 (Area of Bottom>
222180 (Area of Midsection X 4>
CU. FT. = [Area top+(4XArea Midsection)+Area Bottom] X Depth/6
78020 222180 34320 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 557533 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
835 99 82665 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 82665 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 336960 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 82488 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
I argest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 48221.25 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot X DA
Volume = 48221 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 82488 Cubic feet-,,,
5B. 0 Cubic feet
5C. 48221 Cubic feet,
5D. 48221 Cubic feet
TOTAL 178930 Cubic feet

6. SUMMARY
Total required volume = 515890 Cubic feet
Total design volume avail.= 557533 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 336960 Cu. Ft.
At elev. 47.30 Ft; Vol= 357005 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 509312 Cu. Ft.
At elev. 49.40 Ft; Vol= 504048 Cubic feet (start pumping)
Seasonal high water table elevation is 45.20 Feet, which must
be lower -than the elevation of top of treatment volume 47.30
DESIGNED BY:
DATE:
41— /Z�
APPROVED BY:
DATE:
*1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

40
A.Z

14pq
izi
IL
v I
liv
pow
Ab
QL

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthttic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Ffeeboard
"Redline.'
(Inches)
117 S-3
20.00
LAGOON I
601,;AA4, L&O-w-
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.IOC(d) to the address below.
The CAWIVP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bv 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
b. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checidist with chosen best management practices noted
S. 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 CAViMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRene-tvalla�ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note; In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S�C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:
Title!
Signature: Date; !i-
'?- 1�4
Narre� —
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
TBE COWLETED APPLICATION SHOULD BE SENT TO TflE FOLLOWING ADDRESS:
NCF)EQ.J)WR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
#1
FORM: RENEWAL -STATE GENERAL 0212019