710069_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
L Farm Number: 71-0069
2. Facility Name: Bear Rid^_e Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 2850 NC Hw% 50
Citv: Maple Hill State:
NC
Certificate Of Coverage Number:
Charles S Wooten 1�%TL
Telephone Number: 910-259-0699 Ext. E-mail: onewootead gmail.com
5. Facility's Physical Address: 2850 NC Hw% 50
City: Maple Hill State: NC
6. County where Facility is located: Pender
7. Farm Manager's Name (if different from Landowner):
g, Farm Manager's telephone number (include area code):
AWS710069
Zip: 28454
Zip: 28454
U. Integrator s Name (if there is not an Integrator, write "None"): Mu )h% -Brown LLC
10. Operator Name (OIC): Charles S. Wooten Jr. Phone No.: 910-259-0699 OIC #: 17986
11. Lessee's Name (if there is not a Lessee, write "None"): ,Fear R�Jut 'fOwo"i ��1z
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
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
3,672
Dry Poultry
Other I'voes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
,
100,188.00
20.00 rr
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b■ 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 serie's present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
XIIIN
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: 0. (Q •, f V a ®Q6i b Title: o W
Signature: Date: a�G]
Name: Title:
Signature:
Name:
Signature
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewal@ncden ngov
FORM: RENEWAL -STATE GENERAL 02/2019

R OY COOP EP.
Gavemor^
MtCHAEL S. REGAN
seelwary
LINDA CULPEPPEP,
STAIT
t4ORTH CAPOUNA
yenrra=entarQaa1fty
February 27, 2019
Charles S Wooten
Bear Ridge Farm
2850 NC Hwy 50
Maple Hill, NC 28454
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
6103 Z 0 ddd
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https://del} nc.eov/about/divisions/water-resources/w ter-qualiT� -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 our continued covera a under the State Non -Discharge General Permits. ti ou must submit an application for
permit coverage to the Division. Enclosed � ou will find a "Rey nest for Certificate of Coverage Facilin Currentlti Covered by an
Ex irinu State Non -Discharge General Permit." The application form must be com leted signed and returned by April 3, 2019,
Please note that you must include one 1 co ► of the Certified Animal Waste Management Plan CAWMP with the
completed and signed application form. A list of items included in the CAWMP can be found on 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
/_ 4�L_�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section
Pender County Soil and Water Conservation District
AFOG Section Central Files - AWS710069
Murphy -Brown LLC
�ty Nom-- Csra t apart^ gya�t �f Er x' 3 c=r to _a 'ty } 3"vs'o- Of Water ResG..sces
512 td_ mob. St. } 1 A" fir%.*Center I Rs e, Nzrit Cwo'^a 27fi99-i 8
•� 919.737 0 3:F

Landowner/Operator Name:
Address:
Telephone
Table 1 - Field Specifications
Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Bear Ridge Farm - Charles Wooten, Jr.
270 Old Maple Hill Road
Maple Hill, NC 28454
[phone]
County:. Pender
= -r
i
APR 0 2 20,
; o r,
Date: December 20,1999
Approximate
Maximum Maximum
Useable Size Maximum Application
Field of Field Application per Irrigation
..0•

r7
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: ABI 90ATTS984 reel w/ Nelson 150 gun w/ JD 4045D and Rovatti pump .
Field No.
Travel
Application
TRAVEL LANE
Wetted
Nozzle
Operating
Operating
and
Speed
Rate
Effective
Effective
Diameter
Diameter
Pressure
Pressure
Arc
Hydrant No.
1
(ft/min)
(in/hr.)
Width(ft.)
Len th(ft)
(feet
(Inches)
at Gun psi)
at reelpsi)
Pattern Comments - Acres per
2
3.47
0.56
195
770
315
1.18
60
95
220
pull
4.30
2.89
0.34
250
865
315
1.18
60
95
300
6.42
3
4
2.89
0.34
250
885
315
1.18
60
95
300
54
2.89
0.34
250
750
315
1.18
60
95
300
.
5.76
5
6
2.89
0.34
250
420
315
1.18
60
95
300
3.87
2.89
0.34
282.5
300
3 55
1.18
60
95
300
3.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL
30.39

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
Field No Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rnfrm r)in , .+-. _.
i'

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler g m)
225
0
Operating Pressure at Pump (psi)
108.9
#DIV/01
Design Precipitation Rate in/hr
0.34
#DIV/0!
Hose Length feet
984
XXXXXXXX
Type of Speed Compensation
Engine
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
PUM2 Power Requirement h
28.6
#DIV/0!
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
8.8
Dead End
6.2
Tee
4.4
Gate Valve
6.2
45 degree bend
4.7
..4•
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNERLU
Name: Micah Kevin Weston, CID '°% ` ' z
Company: Murphy Family Farms 002919
Address: P.O. Box 759 Rose Hill, NC 28458 'OESIGN�e
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for the existing system and equipment being used on this farm. The farm was sited prior l
to 1995, and for this reason, the acreages calculated in this plan are 'wetted acres' for an existing
system.
The grower has been using the equipment shown for years and is familiar with start up, maintenance
and winterization procedures. If there are questions in this regard in the future, they should be referred
to the irrigation dealer.
The system should be walked periodically while operating to check for leaks or other problems.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type:
Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
Lane Spacings
Desired Spacing (%): 80 %
Design Spacing(feet): 252 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 250 feet
Actual Spacing (%): 79 %
s..
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.34 in/hr
300 degree arc = 0.41 in/hr
220 degree arc = 0.56 in/hr
180 degree arc = 0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc = 2.89 ft/min
220 degree arc = 3.47 ft/min
180 degree arc = 5.78 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
'For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.55 ft/sec.
Page 1
M

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 6
Total distance: 2300 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 8.3 feet or 3.6 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
35 psi
Elevation head:
2.6 psi
Mainline loss:
3.6 psi
Suction head and lift:
2.5 psi
5% fitting loss:
5.2 psi
TOTAL(TDH) =
108.9 psi or
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Rovatti F33K100/3E
Pump Efficiency: 50 %
Horsepower Required: 28.6 Hp
Thrust Blockino
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
7460 feet
Soil Bearing Strength:
1200 feet
End Cap:
6.2 ft2
90 degree elbow:
8.8 ft2
Tee:
4.4 ft2
45 degree elbow:
4.7 ft2
251.5 feet
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 108.9 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Sheet?
NPSHA: 20' +
NPSHR: 12' *from pump curve
If NPSHA>NPSHR OK
Page 3

Nutrient Mahagement Plan For Animal Waste Utilization
04-14-2004
This plan has been prepared for:
BEAR RIDGE FARMS
Charles,Jr. Wooten
NC Hwy 50
Maple Hill, NC 28454
910-259-6179
This plan has been developed by:
JASONTURNER
PENDER SWCD
PO BOX 248
801 S. WALKER ST.
BVRGAW, NC 28425
10-259-9123 Ext. #3
velOW 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 man ge t that are included with this plan.
Signature (owner) ? :) to
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:-�
*hnic9S;peda&1istS'ipature Date
-------------------------------------------------------------------------------------------------------------------------- ----- - ---- -- --- - - - - - - - - -- ----- -----
937525 Database Version 3.1 Date Printed- 04-14-2004 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s): 1.
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by
a 3,672 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
.7840
Incorporated
13464
Injected
14828 _
Irrigated
8522
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
9,451.29
3,775,233
-371,289
- - -----------------------------------------------------------

Narrative
Nitrogen rates for hybind burmuda turf were taken from page 366 of NC Agri Chemical Mauua}.
Recommendations call for 61 lbs. of N/1000
ffi for rnandAmance, of this turf. Grower will harvest sod on a minnm2n of 1 time per year which wiU
remove all green leaf area, thatch, and
roots 0- of soy! in roots). Grower should follow application schedule provided m the plan. Ryegrass may
be overxWed in the fall in case
of PuniPmg February- Soil test should be takes annually to guard against any buildup of
P,Z, or Cu.
PLAT was run on this farm on 3-11-04 by Jason Turner, PSWCD Tech. No high Levels of phosphorus was
noted.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland 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 proper timing of applications to maximize nutri
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 order to 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 th(
utilization of the manure generated by the operation.
Waste
Utilization
Table
Year
1
Applic.
Nitrogen
PA
Nutrient
Rod
OWA)
Comm.
Fed,
Nutrient
Applied
(lbs(A)
Res.
(lbs/A)
Applic,
Source
Total
Use.
Crop
RYE
Period
N
N
N
Method
Tract
Field
11)
Soil Series
Acres
Acres
869
1-1
87
Foreston
4.30
4.30
Hybrid Bermudagrass Pasture
*7.6 Ton
*3/1-10/15
*261
0
0
Irrig.
869
1-1
S7
Foreston
4.30
4.30
Small Grain Overseed
1.0 Tons
*10/15a f't
50
0
0
Irrig,
869
1-2
S7
Foregton
6.42
6.42
Hybrid Bermudagmss Pasture
*7.6 Ton
*3/1-10/15
*261
0
0
Irrig.
869
1-2
S7
Foreston
6,42
6.42
Small Grain Overseed
1.0 Tons
-10/15W
50
0
0
Irrig.
869
1-3
S7
Foreston
6.54
6.54
Hybrid Bermudagrass Pasture
*7.6 Ton
*3/1-10/15
*261
0
0
Irrig.
869
1-3
S7
Foreston
6.54
6.54
Small Grain Overseed
1.0 Tons.*10/15W
50
0
0
brig.
869
1-4
87
Foreston
5.76
5.76
Hybrid Bermudagrass Pasture
*7.6 Ton
*3/1-10/15
*261
0
0
Irrig.
869
1-4
S7
Foreston
5.76
5.76
Small Grain Ovmeed
1.0 Tons
*10/15Wt
50
0
0
Irrig.
869
1-5
S7
Foreston
3.87
3.87
Hybrid Bermudagrass Pasture
*7.6 Ton
*3/1-10/15
*261
0
0
Irrig.
869
1-5
S7
Foreston
3.87
3.87
Small Grain Overseed
1.0 Tons
*10/1
50
0
0
brig.
869
1-6
37
Foreston
3.50
3.50
Hybrid Bermudagrass Pasture
*7.6 Ton
*3/1-10/15
r
*261
0
0
Irrig.
869
1-6
97
Foreston
3.50
3.50
Small Grain Oveneed
1.0 Tons
*10/15--m
L 50
0
0
Irrig
Manure
PA
NunientA
pplied
(lbs/A)
Liquid
MattureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
N
gai/A
Tons
1000 gale
tons
261
104.25
0.00
448.29
0.01
50
19.97
0.00
85.88
0.01
261
104.25
0.00
669.31
0.0
50
19.910.00
128.22
0.0
261
104.25
0.00
681.82
0.0
50
19.97
0.00
130.62
0.0
261
104.25
0.00
600.50
0.0
50
19.97
0.00
115.04
0.0
261
104.25
0.001
403.46
0.0
50
19.97
0.00
77.29
0.0
261
104.25
0.00
364.89
0.0
50
19.9
0.00
69.90
O.0
937525 Database Version 3.1 Date Printed: 4/14/2004 WUT Page Page 1 of 2

111....4.. TT4114-41— To kll
Vpar 1
Nitrogen I
Comm.
Res. 1
Manure
Liquid
Solid
Liquid
Solid
PA i
Fort.
Obs/A)l
PA
ManuroA
Manure
Manure
Manure
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
Applied
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(ibs/A)
(lbe/A)
(IWA)
Source
Total
Use.
Crop
RYE
Applic.
Period
Applic.
Method
N
N
N
N
1000
pl/A
Tons
1000 gals
tons
Tract
Field
ID
Soil Series
Acres
Acres
Total Applied, woo gallons
3,775.23
Total Produced, 1000 gallons
3,403.94
Balance, 1000 gallons
-371.29
Total Applied, tons
0.01
Total Produced, tons
0.01
Balance, tons
0.01
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
937525 Database Version 3.1 Date Printed: 4/14/2004 WUT Page Page 2 of 2

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
969
1-1
4.30
4.30
10.0
Foreston
Hybrid Bermudagrass Pashas
*7.6 Tom
Small Grain Overseed
1.0 Tors
969
1-2
6.42
6.42
10.0
Forestm
Hybrid Bermudegass Pasqua
•7.6 Tom
Small Grain Overseed
1.0 Tons
969
1-3
6.54
6.54
10.0
Foreston
Hybrid Bamudagan Pasture
s7.6 Tana
Small Grain Overseed
1.0 Tolls
969
1-4
5.76
5.76
10.0
Forestan
Hybrid Bern-dagrass Pasture
'7.6 Tons
Small Grain overseed
1.0 Tans
969
1-5
3.
3.97
10.0
Farrston
Hybrid Betmudap- Pash-
s7.6 Toss
Small Grain Overseed
1.0 Tons
869
1-6
3.50
3.50
10.0
Foreston
Hybrid Bermudagran Pasture
=7.6 Taos
Small Grain Overseed
1.0 Tors
PLAN TOTALS: 30.39 30.39
LI
Potential Leaching
Technical Gtddayece
2
w potential to contribute to soluble
None
nutrient leaching below the root zone.
x 2Moderate
potential to contribute to
Nutrient Management (590) should be planned
r 10
soluble nutrient leaching below the root
High potential to contribute to soluble
Nutrient Management (590) should be planned Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered Examples are Cover Crops (340) to scavenge nutrients, Sod Based
Rotations (328), Long -Term No -Till M8), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
Y 7 1 fu%.7 rutalhaan V-;- i 1 T sot Pei,4-i All dMMd

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)
869
1-1
Foreston
0.50
1.0
869
1-2
Foreston
0.50
1.0
869
1-3
Foreston
0.50
1.0
869
14
Foreston
0.50
1.0
869
1 1-5
oreston
0.50
1 1.0
869
1 1-6
oreston
0.50
11.0
A-117C.I1C T..a..L..,.,, 17—:-- '] 1 T —.— TU4—a..a A 11 A PtAAA r A V In— — n--- 1 -r t

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge utilization
for the indicated accumulation 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 camMy 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 phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
Crop PAN Rate
lb/ae
Coin 120 bu 150
Hay 6 ton R.Y.E. 300
Soybean 40 bu 160
---------------------------- ---------------
937525 Database Version 3.1
Maximum Sludge
Application Rate Minimum Acres Minimum Acres
1000 gal/ae 5 Years Accumulation 10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Minimum Acres
15 Years Accumulation
13.16
26.32
14.04
46.03 92.07
23.02 46.03
43.16 86.31
138.10
69.05
129.47
-----------------------------------------------------
Date Printed: 04-14-2004 Sludge Page Page 1 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 capacity 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 first 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 that have 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 StnraLyc Canacit%
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) "
1
1
41
1
2
29
1
3
15
1
4
36
1
5
56
1
6
94
1
7
131
1
8
134
1
9
138
1
10
130
1
11
116
1
12 1
98
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------ -------------------------------------------------------------------
937525 Database Version 3.1 Date Printed: 04-14-2004 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during .operation
or land application. Any discharge of.waste 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
Waste 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.
---- --------------------------------------------------------------- ---------------------------- ------------------------- -------------------------------------
937525 Database Version 3.1 Date Printed: 4/14/2004 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
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 industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
------------------------------------------------------------------------------------------------------------------------------------------------------
937525 Database Version 3-1 Date Printed: 4/14/2004 SUeeification Pace 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 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 of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining 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 five 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.
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937525 Database Version 3.1 Date Printed: 4/14/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15 November 20. For barley, plant 22 seed/drill row foot 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. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control 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 and conditions. 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 FebruaryMarch.
The following crop note applies to field(s): 1-1, 1-2, 1-3, 1-4, 1-5, 1-6
Bermudagrass CP, 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. 1 to Mar. 31. Cover sprigs 1" 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 1' 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 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 2401b/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.
--------------------------------------------------------------------------------------------------
937525 Database Version 3.1 Date Printed: 04-14-2004 Crop Note Page Page 1 of 1

Page 1 of 1
http://gis.pendercountync.gov/newgis/sitelESRI.ArcGIS.ADF. Web.MimeImage.ashx?ImgI... 3/19/2014

NUTRIENT UTILIZATION PLNAMEN
A . D
I . : MENT
prowpqs):
'Chu
Farmwarne; Bear 6
Fern 71-R9
Farrow to ' Wean
Farrow to Feeder
Farrow to: Finish
Weanto. Feeder
Feeder to Finish
Wean to Finish
G.Ifts-
Storage Period: >180 days.
Application. MethodtrOigation
This, arnert.dMent allows the. PFOCIuCer tO aPPIY 100 lbs/aare. PAN on
t!M*e Small Grain, "Producer is
:to 26 -IbOIft:PA-N..:djjTjOg the tft. MO ntb 00 of Dec and Jan " Small Grain must be
adeqLatel.}r graked or mechanically harvested by April 15th: PAN must, be reduced 25% if grazed
Date
Cate

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 Ibs.lac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 Ibs./ac PAN for the two -month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
• Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
• A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

'UTRIEI T UTILIZATION PLAID' AMENDMENT
Grower(s):
Farm Name:
Farm
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Charles Wooten, Jr
Bear Ridge
Pender
Anaerobic Lagoon
>180 days
Irrigation
The following table contains optional fields and crops. Producer has the option of planting and applying on any of
the crops listed on page 2 in any rotation. Producer applies using an aerway.
h`-_ I )vx__
Technical Specialist
LV -
Date % % j
Date

Reception,:
:. .. .. .,
Elam
��
0
OE'I�TZ0IO���

System Calibration
Information presented in manufacturer's charts are based on average ope a ion
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 arT 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 irr the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operatingthe-
results in smaller droplets, greater potential fodrift-, nd- accelerates at s wear stem with excessive at there
sprinkier.nozzle. Clogging of nozzles can result in pressure increase-. Plugged
intakes or crystallization of mainlines will reduce operating pressure Opera ing
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. Cafibration involves collecting and measuring flow at
several locations in the application area. Any number o; 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
throughocrt the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
or 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 Cerrfcadcn Training for Operations of Animal Wazte Management Systems Manual

OPERATTON & ANL CE PLAN
Props_ lagoon Hcuid management should be a year-round priority. It is especially
impormnt to manage levels so that wetpe:ziods. you do not have problems during extended rainy and
MaAmum storage rapacity should be available in the lagoon for periods when the:-
recwiviug ao is dormant (such as winte--time for bermudayyass) or when there are
extended rainy Spells such as the thunderstorm season in the summer me.. This mm S
.that at the f= signs of plant growth in the larn winter/eaz-iy spring; irzigatiorr ac=zEmgto
a- farm waste management plain should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for furore wet:
periods. In the late summer/early mil the lagoorr should be pumped down to the loco
marls (see Fr,Qture 2-1) to allow for winter storage_ Every effort should be- made to
mabzzia the lagoon close to the miniin= liquid level as long as the weather and waste
utiliratiorr plan will allow it
Waiting until *.he lagoon has reached its maximum storage caDaczity before starting to
ixrig2re does not leave room for storing excess water during e.�-tended wet periods. _
Overflow from the lagoon for any reason except a. 2'-year, 24-hour storm is a viola im or
state law and subject to penalty acdon.
The routine maintenance of a lagoon involves the following:
M2interance of a vegerGdve cover for the dash.
Fescue or common be.�nuda�Q-ass are the most common vegetative
covers. The vezemdon should be ferti%i=1 each year, if -needed, to
anza-' thin avigorous stand- The amount of fe�t:.iiz_— a�lied should be
baste on a soils test, but in the event that it is not uracucal to obtain
a. soils test each year, the lagoon embankment and suroun=C, areas
should be fe dlized with 800 pounds per acre of 10-10-10, or
equivalent.
3rush and trees on the embankment must be con=olled. This may be
done by mowing, striving, a�r-azing, c:*ratspm , or a combination of
these practices. Tres should be done at least once a year and
aossf lY twice in years d at weather conditions are favorable for
heavy vegetative growth.
NOTE! If vegemrion is controlled by shying, the herbicide must not be allowed to enter -
the lagoon war- Such chemica.is could harm the bact=iain the lagoon that artin.-
the waste.
Nfaintenan= insertions of the enure lagoon should be made during the initial I' ling. or -
the lagoon and at least monthly and after major rainfall and sto=,, events. Items to be -
checked should include, as a minunurn, the following:
waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for_
L separation of joints
2_ cracks or bre :ks
3. accumulation of salts or rninerals.
4. overall condition of pipes

Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embanlanent—look for.
1. settlement, Ong, or "jug" holes
? side slope stability —slumps or bulges :
3wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
S. 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. aarom If
wave action causes serious damage to a lagoon sidewall, baffles irr 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 experr 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. Howeve.; a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undermking with potentially serious consequences and should not be conducted uniess
recommended by an appropriate =h ical expert.
Transfer Pumps --check for proper operation of:
L recycling pumps
2. irrigation pumps
Check for Ins, loose fittings, and overall pump operation. An unusually loud or Y-inding
noise, or a. Ia:'e amount of vibration, may indite that the pump is in need or re-mair or
replacemenr-
NOTE_ Pumping systems should be inspected and operated.:57eruently enough so that you_
are not completely "surprised" by equipment failure. You should perform yourputnping
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 firli,
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
(wrashing) system pipes and the rainfall that hits the lagoon- directly.
You should inspect your diversion systern for the following_
1. adequate- vegetation
2. diversion capacity
3. ridge berm height

Identified uroblems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical asm ranee 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 the.-- is no pumping). This wiIL
give you an idea of how much your lagoon level will rise with a certain rainfall =mount
(you must also be recording your rainfall for this to work). Knowing this should hey irr
planning irrigation applications and storage. If your lagoon rises excessively, you Wray
have an inflow problem from a mnt--water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a corm_ lere 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 bemns, taking care not to erode lining or. bank slopes.
3. Dra.7nuiues into the lagoon should have a flexible nine extender on the
end of the pipe to discha_Tge 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 possfole, begin loading new lagoons in the spring to maximim
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
worldng swine lagoon in the amount of 0.25 percent of the fuil.la`zoon
Houid volume. This seeding should occ our at least two weeks prior m the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH fails 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 tecnnicai 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 funcdon. Flush systems that wash waste into the lagoon sever -al tunes 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 Ieaking 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
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible mariners 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 reauiremenrs 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 win"-
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not Dump the lagoon liquid level lower chat the permanent stor~aze
level unless you are re^iovinng sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
s=L4r-- and as far away f om the drainpipe inlets as possible.
Prevent additions of bedding materials, long-sterrinied forage or-vegemdon,
molded feed, plastic syringes, or other foreign rear,,, -vials into the lagoon_
Frequently remove solids from catch basins ar end of confinement houses.or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edgm
Do not allow ft= or large bushes to grow on lagoon dam or embanlouent
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 imulementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon slang,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing, feed wasmge and spillage_
Lag
oon 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 t--m-iques:
Hire a custom auoiicator
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -Dore sprinkler irrigation system onto nearby cropland;
and soil incoroorre.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix re zaininz sludge; pump into liquid sludge at) licz or, haul
and spread onto cropland or forageland; and soil incorporate.
Dewater, the upper oar. of lagoon by ?nitration onto nearby cropland or
forageland: a' Rae sludtre from lagoon with dr�giine or sludgeba* e: berm
an area beside lagoon to receive the sludge so t =- liquids can ar4in oac�
into lagoon; allow sludge to dewater, haul and spread with manure spreader
onto cropland or fora eiand; and soil incoraorte.
Regardless of t_ne method, you must :nave the sludge materiai analyzed for waste
constituents just as you would your lagoon water. The sludge will contain differ==
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 c-vp
requirement_ Waste application rates will be discussed in demii in Chapter I
When removing sludge, you must also pay attention to the liner to prevent damage. Qose
attention by the pumper or drag -line operator will ensure that the lagoon lines 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 phosphorz:s and -heavy metal content
than liquid- Because of this it should probably be applied to land with low phosphorus
and metal levers. as indicated by a sou test, and incorporated to reduce the chance of
erosion. Note that if the sludrz
ge is applied to fields with very high soil -test phosphores, it:
should be applied only at rates equal to the crop removal or phosphorus. As with other -
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will inc,. ,se 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 die concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the uapianned discharge of wastewater from the strucutte. 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 daze without proper design and construction. (Consult. an e. =tin
lagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels.are a safety risk.
Failure to inspect and maintain the darn.
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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS) o ralo
SOIL AND WATER CONSERVATION DISTRICT (SWCD) D a 5 y3n
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) o a5� 30F
COOPERATIVE EXTERSiON SERVICE (CES) r a
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you 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 ore may not�be
Possible. Suggested responses to some possible problems are listed belwo.
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.
s. Make sure no sul lace water is entering lagoon.
S. Runoffs from waste application field -actions include:
a. Immediately stop 'Haste 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 appiication rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankmenrto catch ail
seepage, put in a submersible pump, and pump back to lagoon.
b. !f 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.
Z"

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Cont-act appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. 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 movement of
the soil[, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruc, EMS to contact local Helath Department.
d. Con-Lact CES, phone number - , local SWCD office phone number - -, and local
NRC ' office for advice technical assistance phone number - -.
4. If zone of _he above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize or,"-
site damage.
a. Contractors Name:
b. Contractors Address
C. Co n tr ac Fors Phone:
0
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. implement procedures as -advised by DWQ and technical assistance agencies to
rec,"i y the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2.

INSECT CONTROL CHECKLIST FQR ANIMAL OPERATIONS
Source Cause SMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Rush Gutters Accumulation ofsoods rush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
�u9ouns ana nzs c,rtrsteo solids (L-YUsintain lagoons, serfing basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation (� r."e ain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate anc maintain feed systems ie.g_
bunkers and troughs) to minimize the accumuiadon
of decaying wastage.
(} Clean up sciiiage on a routine basis (e.g. 7-70 day
interval during summer; 1 S-30 day interval during winter).
weed Storage Accumuiations of feed residues {) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e_g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
animal Holding Areas Accumulations of animal wastes (} Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by artimais is minimal.
() Maintain fence rows and filter strips around arirtssi
holding areas to minimize accumulations of wastes
fi.e. inspect for and remove or break up accumulated
solids as needed).
MIC—November 11. 1996

Dry Manure Handling
Systems
Accumulations of animal west,,
() Remove spillage on a routine bases (e.p. 7-10 day
interval during summer, 1 S-30 days intend during
wirrter) where manure is loaded for land appp'caaon
or disposal.
() Provide for adequate drainage around rnanure xWckpeies.
() beer for and remove or break up accused amass
in -filter stripes around stockpiles and manure handfrng
- __— areas as needed.
The issues checked () pertain to this operation. The landownerli� - -
insect control measures as practical. rlte grator agrees to use sound
! d$merrt in.applying
t certify the aforementioned insect control Best Management- Practices have been reviewed with me.
'r more information coniaeithe Cooperative E%ters
�'55-7673. sion Service'
Deperanent of Entomology, Box 76I3,.North Carolina State Uriva
'
rsity, Raleigh, NC
AfC_Hovember 11, I996

SWINE FARM WASTc MANAGEMENT ODOR CONTROL CHECKUS i
Source Cause BMP's to Minimize Odor Site Specific Practices
rarmsceaa bwnne production/ getanve or wooded buffers;
(commanded best management
p ctices;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
() Dry floors
Floor surfaces
War manure -covered floors
0-:61otted floors;
U-Waterars located over slotted floors;
J.i'Fe- rs at high end of solid floors;
Scrape manure buildup from floors;
() Unde.rioor ventilation for drying
Manure collection pits
Urine
yJ-reauent manure removal by flush,pit �-
recharge,or serape
Parital micorbial decomposition
() Underfloor ventilation
'Ventilation exhaust fans
Volatile gases; 4
f►)'!`an
sintanance;
Dust
( ..tficient air movement
indoor surfaces
Dust
LLA'9--ndown between groups of animals
() Feed additives;
(} Feeder covers;
(1 Feed delivery downspout extenders to
feeder covers
Mush tanks _
Agitation of recycled lagoon
() Flush tank covers `-
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tanks with ant! -siphon vents
mush alleys
Agitation during wastewater
() Underfloor flush with underfloor
conveyanance
ventilation
li: recharge points
Agitation of recycled lagoon
(} Extend rechard lines to near bottom of �~
liquid while pits are filling
pits with anti -siphon vents
-rt stations
Agitation during sump tank filling
() Sump tank covers
and drawdown
)utside drain collection
Agitation during wastewater
() Box covers
r iunetion boxes
conveyance
nd of drainpipes at lagoon
Agitation during wastewater
() Extend discharge point of pipes
_
underneath lagoon liquid level
agoon surfaces
Volatile gas emissions �v
� — —
{.r^uroper lagoon liquid .aoaciry
Biological mixing
P-,' orrect lagoon startup procedures
Agitation
() Minimum surface area -to -volume ratio
W'Wn—imum agitation wnen pumping
() Mecnanicai aeration
`
() Proven biological additives
cation sprinkler nozzles High pressure agitation
Wind draft
IQC—November 11, 1996
iLl-_�Jgate on dry days with little or no wind
(U,�u )immum recommended operation pressure
(U•+'Ump intake near lagoon liquid surface
( ) Pump from second -stage lagoon

Storage tank or basin Partial microbial decomposition
() Bottom or midlevel loading
surface Mixing while filling
() Tank covers
Agitation when emptying
{) Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micabial decomposition
( ) Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
() Soil injection of siuny/sludges
spreader outlets Volatile gas emissions
() Wash residual manure from spreader after use
() Proven biological additives or osddants
Uncovered manure, slurry Volatile gas amissions while drying
( ) Soil infection of slurry/sludges
r sludge on field surfaces
( ) Soil incorporation within 4S hours
() Spread in thin uniform layers for rapid drying
(} Proven biological additives or oxidants
-:read animals Carcass decomposition
() Proper disposition of carcasses
ead animal disposal Carcass decomposition
() Complete covering of carcasses in burial pits
fits
O Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
5 _anding water around improper drainage
( rade and landscape such that water drains
=acilities Microbial decomposition of
away from facilities
organic matter
Manure tracked onto public Pocriv maintained access roads
( "Farm access road maintenance
-gads from farm access
kdditio nal Information:
Available From:
--Nine Manure Management; 0200 Rule/BMP Packet
'- -- --
NCSU-Caunry Extension Center
amine Production Fars Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
.vine Production Facility Manure Management: Pit Racharge—Lagoon Treatment; ESAE 123-a8
wine Production Facility Manure Management: Underfloor Fluse—Lagoon Treatment-, ESAE 129-aa NCSU-BAc
NCSU-8AE
;soon Desig and Management for Livestock Manure T reaursent and Storage; ESAE 103-83 NCSU-3AE
afibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
2mrolling Odors from Swine Buildings; PIFI-33
NC.gU-$AE
cvfronmental Assuranc Pro
Program: NPPC Manual
NCSU-Swine Extension
aeons for Managing Odor, a report from the Swine Odor Task Force
NC Pork Produces Assoc
usence Concerns in Animal Manure Management: Odors and Ries;
nications
PRO1 O7, 1995 Conference Proceedings Rooride Cooperative Extension
le issues checked ( ) pertain to this operation. The Ian down"er/irstegrator agrees to use sound judgment in applying
or control measures as practical.
ertify the aforementioned odor control Best Managment Practices 4e b,4n reviewed W(th vi`e.
(Landovv66r
'c—November 71. 1996

VerMon—Novernber 26, 2028
Mortality Management Methods
indicate which rnethod(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 Secordary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowtedge of animal
death. The burial must be at least 300 feet from any mowing 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.
Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAG
13B .0200.
DRendering at a rendering plant licensed under G.S. 106-168.7
11 D Complete incineration according to 02 NCAC 52C .0102.
D ® 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 opinion of the State Veterinarian, would make possible
F-1 the salvage of part of a dead animal's value without endangering human or animal l health.
(Written approval by the State Veterinarian must be attached).
aMass 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--specifrc 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
daitio al temporary procedures or measures for disposal according to G.S. i 06-399.4.
Signature of arm Owner/Man er Date
Signature of Technical Speciails Date

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
October 7, 1994
Mr. Jeff Raifsinder
District Conservationist
USDA - Soil Conservation Service
PO Box 248
Burgaw, NC 28425
Re: Charles Wooten - 3672 Feeder to Finish
Dear Mr. Raifsnider:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan
- Site Plan with Construction Details
Please contact me at (910) 289-21111 ext. 592 if you have any
questions concerning this package.

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Charles Wooten (complete package)
Freddie Halso, Murphy Farms Construction Dept. (site plan
only)
Dave Roland, Murphy Farms Transportation Dept. (Site Plan
only)

GAM! IAND
UU
LLU
UZI
east fork of the river separa
d Ay k 14 too County into halves. Pen'der C
established in 1875 and lies on
;it U21 tic Coast. With its county seat
oA-- the county was named in
U22 General William D. Pender, a
officer killed at Gettysburg.
Near Currie on the Blacl
Moore's Creek National Battlel
z this site, on Moore's Creek Bri(
'a tin a UTZ
W C abut violent clash in the earl,
U.' \'darkness of February 27, 1771
,%patriotic victory and encoura
Carolina to vote for independi
XN—Continental Congress.
HOLLY SHELTER
GAME LAN
f
N-V
V

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER To
Regulatory Branch
May 4, 1994
Action ID No. 19942570, Wetland Determination
Mr. Arnold Cowan
Route 1
Maple Hill, North Carolina 28454
Dear Mr. Cowan:
On April 12, 1994, Mr. Charles Wooten, your agent, met with Mr. Steve
Morrison, Land Management Group, Inc. and Mr. Rudolf Schiener of my Wilmington
Field Office staff, at your property located on North Carolina Highway 50, 3
miles north of Maple Hill, Pender County, North Carolina, to determine the
presence of wetlands subject to our regulatory jurisdiction pursuant to
Section 404 of the Clean Water Act. The property is located below the
headwaters of Angola Creek. Jurisdictional wetlands on the property were
delineated and identified with survey flagging during this visit.
Issuance of Department of the Army authorization must precede any
mechanized landclearing or placement of excavated or fill material within any
wetlands on your property. Unauthorized activity would be a violation of
Federal law. Before you undertake any work, we strongly suggest that the
wetlands be surveyed and platted on a property map. Such mapping would help
you avoid any unintentional disturbance of wetlands on the site and would
assist your planning and be essential to any application for a permit which
you might submit. Surveyed wetland lines, shown on property maps, must be
field verified and confirmed in writing by our staff to be acceptable.
Questions or comments may be addressed to Mr. Schiener, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Copy Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region Iv - -
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Charles S. Wooten
Post Office Box 44
Maple Hill, North Carolina 28454
Mr. Stephen Morrison
Land Management Group, Inc.
Post Office Box 2522
Wilmington, North Carolina 28402

Jo,
Y.C_ 4.4 41

WASTE UTILIZATION PLAN
----------------------
Owners name --:Charles Wooten Jr. County:Pender
Mail Address -:PO Box 44 Maple Hill NC
Type of production unit ---- :Finishing
Number of animal units -----: 3672
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period ---: 180 days
Method of application-- ---- :Irrigation
Amount of animal waste produced --------.---------; 6977 tons/year
Amount of plant available N produced by animals-: 8446 lbs./year
Commercial N to apply on planned acreage -------- : 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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 and annual soil tests
are 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 and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. 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
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs." N' 'Acres Lbs. N Month to
No.. No. Type Code /Acre /Unit Used Apply
869 3 Fo Z 5.1 50.00 60.0 15300 MAR-OCT
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 60.0 15300
Available Nitrogen (includes commercial) 8446
Surplus Or Deficit -6854
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn (grain) -bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue (graze) -tons
H=Fescue (hay) -tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
-�c2- _ SSG__S_'--- - L-_G�`_P----f � h_
5 --------------
------------------------------ 7.----------------------
Prepared by: Title: ` Date:-
Concurred in by: I __ Date:
Producer
I understand that I must own or have,access to equipment,
primarily irrigation equipment; to land apply the animal waste
described in this was-te._utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Date:
Producer
Technical Specialist: _ _ Date:

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LAGOON SITE SOILS
INVESTIGATION
PROJECT:
Cf/�4 s - (loo-rsiJ -- - -_- -- - --
-=COUNTY:
FIELD INVESTIGATION BY:
/e 6)
DATE: el., y y
SITE SKETCH
4
BORING
DEPTH
V
BORING NUMBER AND PROFILE
SCALE
-
r� Z •
I*A,,) i PncC-
Z - 7,
Z6,
r
S,oNrrr cuoy �,4,,,
d
�- Z'
Fjl- r F`• 1f�co�-
fANP
/ I
YELL �/✓ s JFP ^-
Z,,
S, r /Or
,✓DY Cuai L " 44
e4,4
SiOrPr t0/a
BORING / SAMPLING METHOD:AcK.�/a�
SIGNATURE: J F

perator:C. Wooten County: Pender
,istance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
3672 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
0 head (wean to feeder)
x
30
lbs.
Describe other :
Date: 10/07/94
1800.0 feet
= 0
lbs
= 0
lbs
= 495720
lbs
= 0
lbs
= 0
The
0
Total Average Live Weight = 495720 The
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 400.0
Inside top width (feet)---------------------- 250.0
Top of dike elevation (feet)----------------- 36.0
Bottom of lagoon elevation (feet)------------ 24.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3.0 3.0. 394.0 244.0 11.0
r
AREA OF TOP
LENGTH * WIDTH
394.0 244.0 96136 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
328.0 178.0 58384 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
361.0 211.0 304684 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP * (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
96136.0 304684.0 58384.0 1.8
Total Designed Volume Available = 841874 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
400.0 250.0 100,000.0 square feet
Buildings (roof and lot.water)
0.0 square feet Describe this area.
TOTAL DA 100000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 495720 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 905515 gals. or 121058.2 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
:. Volume of rainfall in excess of evaporation
Use period of time when rainf+all exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 58333.3 cubic feet

Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 66666.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
513.
0
cubic
feet
5C.
58333
cubic
feet
5D.
66667
cubic
feet
TOTAL 246058 cubic feet
SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 8.0 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 400.0 feet
Inside top width____________________________> 250.0 feet
Top of dike elevation_______________________> 36.0 feet
Bottom of lagoon elevation__________________> 24.0 feet
Total required volume_______________________> 77y8 b.
_Actual design volume________________________> ri
g 84i87� : fta
Seasonal high watertable elevation (SHWT)-==> 31.5 feet
Stop pumping elev.__________________________> 32.0 feet
Must be > or = to the SHWT elev.====______> 31.5 feet
Must be > or = to min. req. treatment el. _> 30.0 feet
Required minimum treatment volume=====______> 495720 cu. ft.
Volume at stop pumping elevation=====_______> 570368 cu. ft.
Start pumping elev"._________________________> 34.2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 775207 cu. ft.
Volume at start pumping elevation=====______> 766184 cu. ft.
Required volume to be -pumped________________> 179392 cu. ft.
Actual volume planned to be pumped=====_____> 195816 cu. ft.
Min. thicknessof soil 1' er when required==> 1.8 feet
DESIGNED BY: .� APPROVED BY : G Zm-01,,e,14
DATE: i0/17za DATE: C1 Gi
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
L18" -7lop

This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 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 varyfrom
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, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 34.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 32.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 179392 cubic feet or
1341849 gallons.

't. ine recommences maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch 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 ditdhes. Do not pump within 200 feet of a
residence or within 100 feet 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.

FOUNDATION PREPARATION:
--------------------
The foundation 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
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior 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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE 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 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
---- -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES 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 encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

..�••���ffoL.1=l LoUa«Ci`4_ u.L Lcie caner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
eha.11 he 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 optimum 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 sequence 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 sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipatortrocks>
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed
shown on a typical cross section in
cutoff trench shall be determined by
materials.
VEGETATION:
under the embankment area when
the plans. The final depth of the
observation of the foundation
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and.pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

DGzu.Ln ] ;zrm it iuA 1 iumzD
----------------------
AREA TO BE SEEDED: 7.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
420.0 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)
0.0 LBS. ' PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 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
280.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
7000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
14.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
700.0 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.

Nitrogen Fertilization Rates
Land & Nutrient Management Cemftcation Manual
0
0
Based on Realistic Yield Expectations (RYE)
Plant Available Nitrogen (PAN)
Wheat (grain)
Barley (grain)
Oats (grain)
Rye (grain)
Tricale (grain)
Corn (grain)
Corn (silage)
Cotton
Sorghum- Sudan grass (ha
Bermuda grass (hay"')
Tall Fescue (hay")
Orchard grass (hay"')
Annual rye grass (hay )
Small Grain (hay")
Millet (hay"')
Pine and hardwood trees'
Suggested Nitrogen Application Rates
1.7 to 2.4 lb N/bu
1.4 to 1.6 lb N/bu
1.0 to 1.3 lb N/bu
1.7 to 2.4 lb N/bu
1.4 to 1.6 lb N/bu
1.0 to 1.25 lb N/bu
10.0 to 12.0 lb N/ton
2.0 to 2.5 lb N/cwt
0.06 to 0.12 lb N/lb lint
45.0 to 55.0 lb N/dry ton
40.0 to 50.0 lb N/dry ton
40.0 to 50.0 lb N/dry ton
40.0 to 50.0 lb N/dry ton
50 - 60 lb N/dry ton
50.0 to 60.0 lb N/dry ton
L-:::45.0 to 55.0 �N/dry ton
1 40.0 to 60.0 lb N/acre/year
IAnnual maintenance guidelines
2Reduce nitrogen rate by 25 percent when grazed only-
3
On trees less than 5 feet tall, nitrogen will stimulate undergrowth competition.
inmcctt.doc. 03l29N6
37
©MURPHY FAMILY FARMS

{
Ua�
Table 1. Estimated Nutrient Removal Rates of Crops
Crop
Yield
N
PO,
KZO
Ca
Mg
S
Cu
Mn
Zn
Ibs
-
-
Grains
_-
Barley (grain)
40 bu
35
15
10
1
2
3
0.03
0.03
0.06
(straw)
1 ton
15
5
30
8
2
4
0.01
0.32
0.05
Corn (grain)
150 bu
135
53
40
2
8
10
0.06
0.09
0.15
(stover)
4.5 tons
100
37
145
26
20
14
0.05
1.50
0.30
Oats (grain)
80 bu
50
20
15
2
3
5
0.03
0.12
0.05
(straw)
2 tons
25
15
80
8
8
9
0.03
-
0.29
Rye (grain)
30 bu
35
10
10
2
3
7
0.02
0.22
0.03
(straw)
1.5 tons
15
8
25
8
2
3
0.01
0.14
0.07
Sorghum (grain)
60 bu
50
25
15
4
5
5
0.01
0.04
0.04
(stover)
3 tons
65
20
95
29
18
-
-
-
-
Wheat (grain)
40 bu
50
25
15
1
6
3
0.03
0.09
0.14
(straw)
1.5 tons
_ 20
5 _
35
6
3
5
0.01
0.16
0.05
Hay
-
-
Alfalfa
4 tons
180
40
180
112
�21
19
0.06
0.44
0.42
Bluegrass
2 tons
60
20
60
16
7
5
0.02
0.30
0.08
Coastal Bermuda
8 tons
400
92
345
48
32
32
0.02
0.64
0.48
Cowpea
2 tons
120
25
80
55
15
13
-
0.65
-
Fescue
3.5 tons
135
65
185
-
13
20
-
-
-
Orchardgrass
6 tons
300
100
375
-
25
35
-
-
-
Red Clover
2.5 tons
100
25
100
69
17
7
0.04
0.54
0.36
Ryegrass
5 tons
215
85
240
-
40
-
-
-
-
Sorghum -Sudan
8 tons
319
122
467
-
47
-
-
-
-
Soybean
2 tons
90
20
50
40
18
10
0.04
0.46
0.15
Timothy
2.5 tons
60___
25
95
18
6
5
0.03
0.31
0.20
Fruits and Vegetables
Apples
500 bu
30
10
45
8
5
10
0.03
0.03
0.03
Bean, Dry
30 bu
75
25
25
2
2
5
0.02
0.03
0.06
Bell Peppers
180 cwt
137
52
217
-
43
-
-
-
-
Cabbage
20 tons
130
35
130
20
8
44
0.04
0.10
0.08
Onions
7.5 tons
45
20
40
11
2
18
0.03
0.08
0.31
Peaches
600 bu
35
20
65
4
8
2
-
-
0.01
Peas
25 cwt
164
35
105
-
18
10
-
-
Potatoes (white) 30,000lbs
90
48
158
5
7
7
0.06
0.14
0.08
(vines)
-
61
20
54
-
12
7
-
-
-
Potatoes (sweet)
300 bu
40
18
96
4
4
6
0.02
0.06
0.03
(vines)
-
30
4
24
-
5
-
-
-
-
Snap Beans
4tons
138
33
163
-
17
-
-
_
-
Spinach
5 tons
50
15
30
12
5
4
0.02
0.10
0.10
Sweet Corn
90 cwt
140
47
136
-
20
11
-
-
-
Tomatoes
20 tons
120
40
160
7
11
14
0.07
0.13
0.16
Turnips
10 tons
45
20
90 12
6
-
-
-
_

C O U N T Y
!-%�;; / NGOLA BAY
GAME LAND
u
pm
►w
au •
i
0
a� Pend
Cape Fear
` border for th
-- — east fork of
County into 1
established in
tic Coast. Wit
the county
General Willii
officer killed ;
Near Curr.
f _{ Moore's Creel
,, _ 3 this site, on Iv
but violent c
darkness of F
xpatriotic vict�
y Carolina to v
p Continental C
HOLLY SHELTER
GAME LAND

F
OQ� APPROXIMATE LOCATION OF �_
HIGH GROUND r( F
_ / N pt� A
LOGp(10 LOG I
wET1W�ZLp� 2�9
AQ'ROX1Mp1E Ap'ROX`..Nit 9 0? S
_f
15
x
G ROUND 13 14
0 �s� OC A I I 12
° °o
0
o,
w
0
0
O =
Z'
v '
4 '
0 �
APPROXIMATE WETLAND
LpCAT10 N
4'/- 1 69
�-/ 35.04 ACRES
i
+/- 7.20 ACRES
—� J8 A
�/- 42.24 ACRES TOTAL 1v
AREA CLEARED 19
171IS LOT�TEL) /
-OOD flAZARI.,OUs Alj#A ., •
20J
aO S
20J
2O' 40.3
Cw
N 113. 20, v
OFFICE ev
M OG Mousers
-o
IAGOON o
APPROX.-\
L OCA T I ON
OF HIGH
GROUND CPC
PR
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