820276_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
. -,Foy.•
VVL
Division of Water Resources REC� .. __;',�.
� ✓....�.3�IR
Animal Waste Management Systems APR 0 9 2019
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit Wawaualily
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal ��ageincrit� ystems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1.
Farm Number: 82-0276
Certificate Of Coverage Number:
AWS820276
2.
Facility Name: Honeycutt Farms
3.
Landowner's Name (same as on the Waste Management Plan):
Hervie S Honeycutt
4.
Landowner's Mailing Address: 1280 Moseley Ave
City: Clinton State:
NC
Zip: 28328
Telephone Number: 910-592-8068 Ext. E-mail:
5.
Facility's Physical Address: 1686 Union School Rd
City: Clinton State:
NC
Zip: 28328
6.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Mumhv-Brown LLC
10.
Operator Name (OIC): -sIf�ftt#this
�•
Phone No.: 9+0-5, 35fs6^
Cl
OIC #: -2ft6a—
Ju ]tir` '�..� (ems. sSre
"None
t°v - �s��— to
11.
Lessee's Name (if there is not a Lessee, write ):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
2,480
Operation Tvoes:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish Dry Cow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers

ROY COOPER
Governor
MICHAEL s. REGAN
Secretary
LINDA CULP'EPPER
Director
NORTH CAROLINA.
Environmental Quality
February 27, 2019
Hervie S Honeycutt
Honeycutt Farms
1280 Moseley Ave
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 hitps://deQ.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The anplication form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copv of - the Certified Animal Waste Management Plan 1CAWMPl with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820276
Murphy -Brown LLC
North Zsn na Departfrent f _rry ronr,enta Qua t I D vson ofWatsr Rers,nr>:s
D 512 N. Sz sbu n• St. 112v a hta Seru _�_- Center I Fa a gh , North Caro rra 2742ss-iESS
D19.737 ?_%n0

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,
U!#nown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1 (UPPER)
®
^
Z, , V
% . C7
2
Z l
24.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this cgmpleted 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 series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]
A 0 9 Z019
�>a�®ualir�
���o�lonsss�"

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: e r ✓/'� -5. A/0 e.L ct TT Title: P/- � 51'.Ie.�4-
Signature: Date: ,3-'.-� ©�- / {J
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS.Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
ig ure arm ner/Manager Date
Signature of nical Specialist Date

4/2/2019 Union School Rd - Google Maps
t; Maps Union School Rd '
Imagery 02019 Google, Map data 02019 Google 500 ft
71
Union School Rd
North Carolina
https://www.google.comlmaps/placelUnion+School+Rd,+North+Garo!ina1@34.8741283, 78.2457645,1209m/data=!3m1!le3!4m5!3m4!1sOx89abc6dbc... ll1

Nutrient Management Plan For Animal Waste Utilization
08-02007
This plan has been prepared for:
Honeycutt Home Farm
Hervie Honeycutt
1280 Mosey,4ve
Clinton, NC 28328
[phone]
This plan has been developed by:
Greer Moore
Clear Ran Farms Coasting Services
PO Box 338
Harreffs NC 28444
(910) 532-93
. � -7
Developer Signature
Type of Plan: N- Togen 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 Specificaties concerning animal waste management that are included with
this phip.
I k
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
191850 Database Version 3.1 Date Printed; 08-02_2007 Cover Page 1

Nutrients applied in accordance with this plan will be supplied firom the
following sourm(s):
Commercial Fertilizer is not included in this plan_
S7 Swine Feeder -Finish Lagoon Liquid waste generated 2298,960 gals/year
by a 2,480 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 day
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
Incorporated
Injected
Irrigated
Actual PAN Applied
(Pounds)
Year 1 7,987-30
Year 2 7,625.23
5295
9094
10014
5755
Actual Volume Applied
(Gallons)
3,190,454
3,045,829
Volume SurplusMelicit
(Gallons)
-89I,494
-746,869
--�_.-..�_. -- _._—.. ------------- --_--
Note. In source iD, S means standard. source, U means user defined source,
191950 Database Version 3.1 Bate Printed: 08-02 2007 Source Page I of i

The table shown blow provides a summary ofthe crops or rotations included in this plan for each field Realistic
Yield estimates are also peed for each erW in the plan,. In addition, the Leaching Index for each field is shome,
where available.
Planned
Crops
Summary
Total Useable
Leaching
Tract
Field
Acres Acres
Index a-1) Soil Series
Crop Se4uerrce Rd6b
7048
1
19.21 14.40
N/A Wagram
Wheat, Grain
Soybeans, Manure(; Double Crop 23 bu.
---
Com, Grain 75 bu.
7510
1
1410 14.2C
N/A wagram
Small Grain Overseen 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
7510
la
6_ 6.00
N/A Wagram
Small Grain overseed 1.0 Tons
Hybrid Bumudagrass Pasture 5.5 Tons
7510
4
7.62 5-721
N/A Wagram
Wheat, Grain 40 bu.
Soybeans, Manured, Double Crop 23 bu.
-Ani
Crmrn 75 bu
PLAN
PLAN TC)TAr
Q.
a7 0-4i
-
I ocn rlotni.vc,. V—;— 2 1 r,mp r r;nn.,r 2nnnn7

Waste Utilization Table
Source
Tract
Field
11)
1 Soil Series
7048
1
S7
Wagram
7048
1
S7
Wagram
7510
1
S7
Wagram
7510
1
S7
Wagram
7510
is
57
Wagrarn
7510
1a
S7
Wagram
7510
4
S7
Wagram
7510
4
57
Wagram
Year 2
Nitrogen Carnet
Res,
Manure Liquid Solid
Liquid
Solid
PA Fert,
abs/A)
PA ManureA Manure
Manure
Mangy
Nutrient Nutrient
Nutrient ppGed Applied
Applied
Applied
Req'd Applied
Applied (acre) {acre)
(Field)
(Field)
(lbs/A) (lbs/A)
pbs/A)
Total
Use,
Applic,
Applic.
IOOD
Acres
Acres Crop
RYE
Period
N N
N
Method
N gal/A Tons
1.000 gals
tons
19.21
14,40 Wheat, Grain
40 bu.
9/1.4/30
*96 0
0
brig,
48 19.17 0.00
276,09
00
19.21
14.40 Conn, Grain
75 bu.
2/15.6/30
*94 0
20
Irrig.
74 29,56 0.00
425,64
0.01
14.20
14.20 Small Grain Overseed
1.0 Tons
10/1-3/31
50 0
0
Irrig.
50 19.97 0,00
283.60
0.01
14.20
14.20 iHybrid Bermudagress Pasture
5.5 Tons
311.9130
*206 0
0
Irrig.
206 82,29 0.00
1,168.45
0.01
&00
6.00 Small Grain Oversced
1.0 Tons
10/1-3/31
50 0
0
Irrig.
50 19,971 0,00
1,19.83
0.01
6:00
6.00 Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
*206 0
0
Irrig.
206 $2.29 0.00
493,71
0.01
7:62
5,72 Wheat, Grain
40'bu.
9/1-4/30
*96 0
0
Irrig.
48 19.17 0.00
109.57
0.01
7;62
5.72 Corn, Grain
75'bu.
2/15.6/30
*94 0
20
Irrig.
74 29.56 0.00
160.93
0.01
Total Applied,1000 gallons
3,045.93
Total Produced,1000 gallons
2,298.96
Balance, 1000 gallons
-746,87
Total Applied, tons
0.01
Total Produced, tons
0.01
Balance, tons
O.Ot
Notes: 1. In the tract column, - symbol means leased, otherwise, owned, 2. Symbol * means user entered data.
19181" Database Version 3.1
Date Printed: 8/2/200-
WUT Page 2

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 ofthe crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
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
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 the utilization of the manure generated by the operation.
Waste Utilization Table
Source
Total
Use,
Tract
Field
1D
Soil Series
Acres
Acres
Crop
7049
1
1 ST
Wagram
19.21
14.40
Wheat, Grain
7048
1
ST
Wagram
19.21
14.40
Soybeans, Manured, Double Crop
751.0
l
1 ST
Wagram
14,20
14,20
Small Grain Overseed
7310
l
1 ST
Wagram
14.20
14.20
Hybrid Bermudagrass Pasture
7510
is
I S7
Wagram
6.00
6.00
Small drain Overseed
7510
la
S7
Wagram
6.00
6,00
Hybrid Berrnudagross Pasture
7510
4
S7
Wagram
7.62
5.72
Wheat, Grain
7510
4
87
Wagram
7.62
5.72
Soybeans, Manuted, Double Crop
Year 1
Nitrogen Ganii Res,
PA Pert. (lbs/A)
Nutrient Nutrient
Req'd I Applied
Applic. Applc.
RYEPeriod I N N NJ
Method
40 bu,
9/14/30
*96
0
0
23 bu,
4/1.9/15
92
0
0
1.0 Tons
1.011.3131
50
0
0
5,5 Tons
311.9130
*206
0
0
1.0'rons
1011.3/31
50
0
0
5,5'rons
3/1-9/30
*206
0
0
40 bu,
9/1-4/30
*96
0
0
23 bu, 1
4/1-9/15
92
0
0
Notes., 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
1918`- Database Version 3.1 Date Printed: 8/2/200-
10
Manure
Liquid
Solid
Liquid
Solid
PA
ManureA
Manure
Manure
Manure
Nutrient
pplied
Applied
Applied
Applied
Applied
(acre)
(acre)
(Field)
(Field)
pbs/A)
1000
1V gal/A Tans t000ga1s tans
Irrig, 481 19,17 0.001
276,09
0,01
Irrig. 92 36.75 0.0
529.18
O,Ot
Irrig. 50 19.97 0.00
283,60
0.01
Irrig. 206 8129 0.00
1,168.45
0.01
Irrig. 50 19.97 0.00
119.83
0.01
Irrig, 206 82,29 0.00
493,71
0.01
Irrig. 48 19.17 0.00
109,57
0.01
Irrig, 921 36,75 0.00
210.02
0,01
Total Applied, 1000 gallons
3,190,45
Total Produced, 1.000 gallons
2,298,96
Balance, 1000 gallons
-891.49
Total Applied, tons
0.01
Total Produced, tons
0.01
Balance, tons 1
0.01
WUT Page 1 i2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If'appbing waste nutrients through an irrigation system; you must apply at a rate that will not result in
runoff: This table provides the maxitnum 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 anyone application
event.
Irrigation Application Factors
Traci
Field
Soil Series
Application Rate
(inchmftur)
Application Amount
(inchm)
7048
1
Wagam
0.60
1.0
751.0
1
lWagrarn
0.60
1.0
7510
la
Wagram
0.60
1.0
7510
4
W'agram
0.60
1.0
t Al OGA 7'l..a...t...... s......_.._. 'f 1 r,%-a . 0 P1 /nnn7 7 A V L)___ 3 ..F 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number ofacres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number ofanimals 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 ofthe 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. Sim
nutrient levels are generally very high, application of sludge must be carefidly applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application: ff this is not possible, care should betaken not to load effluentapplication fields with
high amounts ofcopper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and cal-s, phosphorous is a concern. Soils curtaining very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum Maximum Sludge
PA-N Rate ApplicationRate
lb/ac I000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
31.09
62.19
93.27
Hay 6 ton R.Y.E.
300
26.32
I5.55
31.09
- 46.64
Soybean 40 bn
160
14.04
29.15
58.29
87.44
191850 Database Version 3.1 Date Printed: 0"2-2007 Sludge Page 1 of i

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe 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 opacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. Ifthe 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 situatitals indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Bootee Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity(Day"s)__
Start Date
9/1
180
Plan Year
month
Available Storage Capacity (Days)
1
1
140
1
2
137
1
3
157
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
162
1
11
145
1
12
120
2
1
95
2
2
99
2
3
126
2
4
168
2
5
180
2
6
180
2
7
175
2
8
170
2
9
180
2
10
174
2
11
169
2
121
157
x Available Storage Capacity is calculated as of the end of each month.
191850 Database Version 3.1 Date .Printed: 08-02-2007 Capacity Page 1 of 1

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Crop Notes
The following crop note applies to field(s): 1, 4
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount ofN is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, Ia
Small Grain: CP, Mineral Soil, medium 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 bushelslacre 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 retraining NNI should be applied during the months of February -Match.
191950 Database Version 3.1 Date Printed: 0"2 2007 Crop Note Page 1 of 3

The following crop note applies to field(s): I, la
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bennudagrass 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 79 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 l' to 1.5' in row.
For broadeast(disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutcients to apply preplant and for annual maintenance. Apply 60 to 100 lh/ae N in
the establishment year in split- applications iM April and July. For established stands apply ISO 1 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 4
Wheat Coastal Plain, Mineral Sail, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1. 1/2" deep and increase the seeding rate by 5% for each week sm- ding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also; increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting -
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of FebruaryMarch. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
191850 Database Version 3.1 Date Printed. 08-02-2007 Crop Note Page 2 of 3

The following crop note applies to field(s): 1, 4
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/rove foot for 74" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows_ Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-11/2- and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be .applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Tunely management of
weeds and insects is essential for profitable double crop soybean production.
191950 Database Version 31 Date Printed: 08-02-2007 Crop Note Page 3 of 3

Rewired 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. H the producer does not own adequate land to
properly dispose of the waste, helshe 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 tyM 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 toms per
acre per year but less than 14 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 flwding (see "Weather and Climate in North Carolina" for guidance).
191850 Database Version 3.1 Date Printed: 8tMOO7 Specification Page 1

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.
& 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 leafing. Wasteinutrient
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 fmot
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 followings 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 1,19959
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.
191850 Database Version 3.1 Date Printed: 8/2/2007 Specification Page 2

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.
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 aid
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
I& 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 da i�ig the crop season.
21. Ilighly visible markers shall be installed to markthe 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 ma-simum.
storage volume for waste storage ponds.
191850 Database Version 3.1 Date Printed: 8/M007 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil sham be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrien 4 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 shah be adjusted and
maintained for optimum camp 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. -
rlraW�4
Nova+++sec"
191850 Database Version 3.1 Date Printed: 8/212007 Specification Pam 4

EMERGENCY ACTION FLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWO) �-1-
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) eta scia-^Aq
NATURAL RESOURCES CONSERVATION SERVICE (NR(;S) c\ _- -Q- q cltr,3
COOPERATIVE EXTERSION SERVICE (CES) 1cv _ 5ciQ 1
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 a-n acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. incorporate waste to reduce runoff.
A. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c: Make sure siphon occurs.
d. Stop all 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 embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by Iwrr©aaEiru,I animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the enact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken; and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, tali local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number = , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the 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 off -
site damage.
a. Contractors Name:'r ref T
b. Contractors address: L 4�7- _ AJ. C-
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
K

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids
(,)Flush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
(-j Remove bridging of accumulated solids at
discharge
Lagooda and Pita Crusted Solids WMaintain lagoons; ,settling basins and
pits where pest breading 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 Decaving vegetation (,tMainta% rragatativd control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(pry Systems)
Feeders Feed Spillage _ UY Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; t S-30 day interval during winter).
Feed Storage Accumulations of feed resedudd ( Rriduce Rugature 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
sproducts).
(�l Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Biminafe tdW dsda that trap' moisture aldn# f66669
and feed wastage and other locations where waste accumulates and
and disturbanca by animals is minimal.
( ) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e, inspect for and remove or break up accumulated
solids as needed)-
AMIC--November 11, 1996

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farrnsteed Swine production (,yVagetauve or wooded buffers;
l�fiecommendad best management
practices;
(41Good judgment and common sense
Animal body surfaces Dirty manure -covered animals (,(Dry floors
Floor surfaces
Manure collection pits
Ventilation exhaust fans
indoor surfaces
Flush terks
Wet manure -covered floors
Urine
Paritai micorbiel decomposition
(.'Slotted floors;
(,"Waterers located over slotted floors;
O Feeders at high and of solid floors;
(i Scrape manure buildup from floors;
( ) Underfloor ventilation for drying _
G) Frequent manure remove( by flush.pit
recharge.or scrape
() Underfloor ventilation
Volatile gases; ('1 fan maintenance;
Dust (4 Efficient air movement
Dust (?f Washdown between groups of animals
{ ) Feed additives;
() Feeder covers;
{) Feed delivery downspout extenders to
feeder covers
AAgrtstion of recycled lagoon
liquid whites tanks are filling
Flush alleys Agitation during w6dt6*Atdf
conveyanance
Pit recharge points Agitation of recycled lagoon
liquid while pits are filling
Lift stations Agitation during sump tank filling
and drawdown
(! Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents
(,*f UnddrlRoor flush with underfloor -
ventilation
() Extend rachard lines to near bottom of
pits with anti -siphon vents
( ) Sump tank covers
Outside drain collection
Agitation during wastewater
() Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
((Extand discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(i P per lagoon liquid capacity
Biological mixing
( Correct lagoan.startupprocedures
Agitation
( ) Minimum surface area -to -volume ratio
( ) Minimum agitation when pumping
( ) Mechanical aeration
(! Proven biological additives
srripation sliiinklei riaizles
high Ordssuui agitation
(XIIr�igate on dry days with little or no wind
Wind draft
(, Minimum recommended operation pressure
fl 'Purrip intake near lagoon liquid surface
,(grump from second -stage lagoon
AMOC--November 11. 1996

Storage tank or basin Partial microbial decomposition ( I Bottom or midlevef loading
surface Mixing while filling ( ) Tank covers
Agitation when emptying ( I Basin surface mats of solids
( ) Proven biological additives or oxidants
Settling basin surface
Partial micobia) decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
(1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading f 1 Soil injection of slurryisludges
spreader outlets Volatile gas emiligidne {) Wash residual manure (ram spreader after use
{) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying {) Soil infection of slurry/sludges
or sludge on field surfaces {) Soil incorporation within 48 hours
(} Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
(I Proper disposition of carcasses
Dead animal disposal
Carcass decomposition
{) Complete covering of carcasses in burial pits
pits
{) Proper location/construction of disposal pits
Incinerators
tncomp)ete combustion
() Secondary stdok burtiers
Standing water around
Improper drainage
(4-6rade and landscape such that water drains
fapa.tj"
Microbial daeomposition.of
away from facilities
organic matter
Manure tracked onto public
Poorly maintained access roads
0"Oarm access road maintenance
roads from farm access
Additional information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Rusa—Lagoon Treatment; EBAE 129-88
NCSU-SAE
_egoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
:;ontroHing Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
nvironmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
3ptions for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
9uisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
rite issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforementioned odor control Best Managment Practices have been reviewed with roe.
(Landowner Signature)
BMOC --November 11, 1996

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

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
L Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottomof the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural time at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

WASTE..MANAGEMENT SYSTEM
FOR
TABLE OF CONTENTS

SCS-ENG-538 U. S. DEPARTMENT OF AGRICUCI URE
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Use of facility Swine Waste
Capacity
Gallons
Sattam
Elev.
Normal liquid level
Elev.
3U0
Volume Cost -sharing
Cu. Ft.
Sterage tz rtota3 precfp,.(Ft}
Maxi -liquid level
Elev...
Soil type G 5580
Storage for:
B. N. description I.6d Nail in
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25 yr. freq. precip..
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Confinement Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 121
Settled Top Elevation 3_
Fluid ElevaCiari 3a',^
Pit i
(i SS 2.5 :1 SS 2.5 ; .1
r I
r Ir /TREATMENT �
LAGOON
r Pipe (Needs to be adequately Depth 121
supported) ;
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Bottom Elevation 1
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