820101_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 Pennit
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 vero all information and make any necessary corrections below.
Application must be signed and dated by the Permidee.
1. Farm Number 82-0101 Certificate Of Coverage Number. AWS820101
2. Facility Name: Rose Swine Farms
3. Landownees Name (same as on the Waste Management Plan): Rose Swine Farms LLC
4. LandowneesMailing Address: 481 Lassiter Rd
City: Newton Grove State: NC Zip: 28366
Telephone Number: 910-990-4540 Ext. E-mail: C_ M Ct r k r _e 0
5. Facility's Physical Address:
. 80,1k LA,
City: Newton Grove State: hLC Zip: 28366
6. County where Facility is located: Sampson
7. Farm Managees Name (if different from Landowner): Aoaa
8. Farm Managers telephone number(include area code): C, 4S40
9. Integratoes Name (if there is not an Integrator, write "None"): Mumhy-BrownLLC
10. Operator Name (OIC): Jot: flurk P%Oje Phone No.: 914494-eft4 OIC #: 16765
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 6,160
Operation TvDes:
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

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 Fed)
Design Freeboard
"Redline"
(Inches)
.49.er
171 rffl I
C
t* 0
66,647.00
19.00
2
Vol 14114
1/ 7f
W47.00
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 by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used fbr 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 7be 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, wedand 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 inaffing paper copies of the application package, you can scan and emafl 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 143-215.6B, 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: 90se— &W43:3 Title: &e4 4PIN 9 7
Signature: Date:
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Opemtions Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 0212019

Version —November 26, 2018
Modality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primaty versus secondafy 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
El F-1 13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
F� F-1 Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
E] 1:1 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
E] 11 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
1:1 El 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).
F-1 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPIDES 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 facilitys CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
000010—
'000" 119plap— Sign"ature d0rechanpilcal Specialist
Date
2, 96 , /?
Date

Nutrient Management Plan For Animal Waste Utilization
05-16-2018
This plan has been prepared for:
Rose Swine Farms (82-101)
Rose Swine Farms, LLC
481 Lassiter Road
Newton Grove, NC 28366
[phone]
Type of Plan: Nitrogen Only with
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
Signature
re Only
Owner/Manager[Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
9ignature (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:
3y
Technical Sp cialist Siggnature Date
216218
Database Version 4.1
Date Printed: 05-16-2018 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
.storage
Swine Feeder -Finish Lagoon Liquid waste generated 5,710,320 gals/year by a 6,160
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
10293
Incorporated
12352
Injected
12352
Irrigated
10293
Max.Avail.
PAN (I bs) *
ActualPAN
Appl ied 0 bs)
PANSurplus/
Deficit (lbs)
ActualVolume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
10,293
16490
-6,197
6,744,994
-1,034,674
Note: In source ID, S means standard source, U means user defined source.
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
216218 Database Version 4.1 Date Printed: 05-16-2018 Source Page I of I

Narrative
5-16-2018
Updated Ownership only
3-1-2014
This waste plan is based on the original plan created by Wilson Spencer then of Sampson Soil and Water.
The agronomice rates used in the original plan are used in this plan as "user defined". There will be
alternative irrigation equipment used to wet odd shaped areas denoted in this plan and on the map. The
equipment specs have been included and the equipment is on -site at the disposal of Rose Swine. This
plan displays only wetted acreage and displays the same in the calculation tables. Lanes and
honeywagon acres have been combined as tracts and field Ps to remain consistent with the soil types
this breakdown is included in the plan). However, records will be kept by the pull as denoted by the GPS
map. T1263 has a ditch that will be filled and tiled as a waterway according to the conservation plan of
Joe Rose this field was in cropland and will be sprigged to Bermuda Hay with Small Grain overseed for
the winter months. These actions will take place by August of 2004.
RGK 3/1/04
216218 Database Version 4.1 Date Printed: 05-16-2018 Narrative Page I of I

W
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
11308
H11308
F1
13.96
13.96
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
F2
7.99
7.99
N/A
Norfolk
Small Grain Oversced
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
11325
F1
0.80
0.80
N/A
Faceville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
11325
F2
5.06
5.06
N/A
Faceville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
11325
F3
2.91
2.91
N/A
Faceville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
1263
F1
12.47
12.47
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3722
F2
2.33
2.33
N/A
Wagrarn
Small Grain Overseed
1.0 Tonsl
Hybrid Bermudagrass Pasture
5.5 Tons
5723
F1
1.39
1.39
N/A
Wagram
Small Grain Oversecd
1.0 Tons
Hybrid Bcrmudagrass Pasture
5.5 Tons
5723
F2
3.76
3.761
N/A
Wagrarn
Small Grain Overseed
1.0 Tons
I
I
I
I
I
Hybrid Bermudagrass Hay
*5.5 Tonsi
PLAN TOTALS: 50.67 50.67
Ll
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
soluble nutrient leaching below the root
<= 10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til 1 (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
216218 Database Version 4.1 Date Printed 5/16/2018
PCs Page I of I
NOTE: Symbol * means user entered data.

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 nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
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.
II/ � I I&M. Ir hi
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
cre'
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comrn.
Fe n.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Appli C*
Method
Manure
PA
NutrientA
pplied
(I bs/A)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid Manm
Applied
(F ic ld)
N
N I
IN
N
1000
gal/A
Tons
1000 gals ,
tons
11308
F1
S7 INorfoik
13.96
3 . 96
13.96
Small Grain Overseed
LOTons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
278.81
0.00
11308
F1
S7
Norfolk
13.96
1 3 . 96
13.96
Hybrid Bermudagrass Hay
6.5 Tons
*3/1-10/15
*325
0
0
Irrig.
325
129.74
0.00
1,811. 18
0.00
11308
F2
S7
Norfolk
7.991
7.99
Small Grain Overseed
1.0 Tons
10/1-3/31
25
0
100
0
Irrig.
25
9.98
0.00
79.74
0.00
11308
F2
S7
Forfolk
7.99
7.99
Hybrid Bermudagrass Pasture
6.5 Tons
*311-10115
222
0
0
Irrig.
222
88.62
0.00
708.10
0.00
11325
FI
S7
lFaceville
0.80
0.80
Small Grain Overseed
1.0 Tons.
10/1-3/31
50
0
0
Irrig.
501
19.97
0.00
15.98
0.00
11325
FI
S7
Faceville
0.80.
0.80
Hybrid Bermudagrass Hay
6.0 Tons
1 *3/1-10/15
*300
0
0
Irrig.
3001
119.83
0.001
95.87
0.00
11325
F2
S7
Faceville
5.06
5.06
Small Grain Oversccd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
101.06
0.00
11325
F2
S7
Faceville
5.06
5.06
Hybrid Bermudagrass Hay
6.0 Tons
*3/1-10/15
*300
0
0
Irrig.
300
119.76
0.00
605.99
0.00
0
01
11325
1 F3
S7
IFaceville
2.91
2.91
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.001
58.12
0.00
11325
F3
S7
IFaccvillc
2.91
2.91
Hybrid Bermudagrass Hay
6.0 Tons
*3/1 -10/15
*300
1 0
0
Irrig.
300
119.83
0.00
348.71
0.00
1263
F I
S7
lWagram
12.47
12.47
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
so
0
0
Irrig.
50
19.97
0.00
249.05
0.00
1263
F1
S7
Wagram
12.47,
12.47
Hybrid Bcrmudagrass Hay
5.5 Tons
*3/1-10/15
*275
0
0
Iff ig.
275
109.851
0.00
1,369.781
0.00
3722
F2
S7
Wagram
2.33
2.33
Small Grain Oversccd
LO Tons
10/1-3/31
50
0
0
Iffig.
50
19.971
0.00
46.54
0.00
3722
F2
S7
wagrarn
2.33
2.33
Hybrid Bcrmudagrass Pasture
5.5 Tons
*3/1-10/15
202
0
0
Irrig.
202
80.641
0.00
187.89
0.00
5723
F1
S7
Wagram
1.391
1.391Small
Grain Overseed
P.OTons.
10/1-3/31
, 50
0
0
Irrig.
50
19.97
0.00
27.76
0.001
5723
F1
S7
Wagram
1.391
1.391Hybfid
Bermudagrass Pasture
1 5.5 Tons
1 *3/1-10/15
1 702
0
0
Iffig.
202
80.69
0.001
112.161
0.00
216218 Database Version 4.1 Date Printed: 5/16/2018 WUT Page I of 2

%%I I T'n. )-- Ir-1.1
Aur I
Waste
UL111—UU11
JLUUAG
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid Manur
PA
Fe rt.
(lbs/A)
PA
MaTiureA
Manure
Manure
Applied
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
(F ie ld)
Req'd
Applied
pplied
(acre)
(acre)
(F ie ld)
(lbs/A)
(lbs/A)
(lbs/A)
1000
Applic.
Applic.
Source
Total
Use
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
Tract
Field
ID
Soil Series
Acres
I Acres
I
I
I
I
I
5723
F2
S7
lWagram
3.761
3.76
Small Grain Overseed
LOTons
10/1-3/31
1 50
0
0
Irrig.
501
19.971
0.00
75.10
0.00
5723
F2
S7
lWagram
3.761
3.76
Hybrid Bermudagrass Hay
*5.5
*3/1-10/151
*275
0
0
Iffig.
2751
109.851
0.00
413.02
0.00
Total Applied, 1000 gallons
6,584-84
Total Produced, 1000 gallons
5,710-32
1
Balance, 1000 gallons
-874.52
Total Applied, tons
77
Total Produced, tons
0.00
Balance, tons
0.001
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
216218 Database Version 4.1 Date Printed: 5/16/2018 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
ract
T Tract
Fiel d
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
F11 3 0 8
F1
Norfolk
0.50
1.0
11308
F2
Norfolk
0.50
1.0
11325
F1
Faceville
0.40
1.0
11325
F2
Faceville
0.40
1.0
11325
F3
Faceville
0.40
1.0
1263
Fl
Wagrarn
0.60
1.0
3722
F2
Wagrarn
0.60
1.0
5723
F1
Wagrarn
0.60
1.0
5723
F2
Wagrarn
0.60
1.0
216218 Database Version 4.1 Date Printed 5/16/2018 1AF Page I of I
NOTE: Symbol * means user entered data.

W'...
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 carefully 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
1 10 Years Accumulation
Minimum Acres
, 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
ISoybean
150
14.69
69.20
138.39
207.591
Hay 6 ton R.Y.E.
300
29.38
34.60
69.20
103.80
40 bu
160
15.67
64.871
129.74.
194.62
216218 Database Version 4.1 Date Printed: 05-16-2018 Sludge Page I 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 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.
&,t1Q;1Qj%1A wa&A Qfr%rnap rnnnn;tu
It IL V "JLJLL4W1LW T
Source Name
swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (D S
Start Date
109/30
180
Plan Year
Month
- aqvo
Available Storage Capacity (Days)
1
91
2
81
3
86
4
93
5
99
6
142
7
180
8
180
9
180
10
180
I I
1 164
12
1 133
* Available Storage Capacity is calculated as of the end of each month.
216218 Database Version 4.1 Date Printed: 05-16-2018 Capacity Page I of I

Required Specifications For Animal Waste Manaaement
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).
216218 Database Version 4.1 Date Printed: 5/16/2018 Specification Page I

rN 7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur oftsite 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.
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.
216218 Database Version 4.1 Date Printed: 5/16/2018 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 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.
216218 Database Version 4.1 Date Printed: 5/16/2018 Specification Page 3

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-d eter mining 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.
216218 Database Version 4.1 Date Printed: 5/16/2018 Specification Page 4

(Vill *1 Crop Notes
The following crop note applies to field(s): F I, F2, F3
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 311
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F I
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V 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 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.
216218 Database Version 4.1 Date Printed: 05-16-2018 Crop Note Page I of 4

The following crop note applies to field(s): F 1, F2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Fl, F2, F3
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 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 February -March.
216218 Database Version 4.1 Date Printed: 05-16-2018 Crop Note Page 2 of 4

The following crop note applies to field(s): F 1, F2
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 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 February -March.
The following crop note applies to field(s): F I, F2
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 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 February -March.
216218 Database Version 4.1 Date Printed: 05-16-2018 Crop Note Page 3 of 4

The following crop note applies to field(s): F2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): F 1, F2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
rr In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 391
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 29 rows spaced V 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 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.
216218 Database Version 4.1 Date Printed: 05-16-2018 Crop Note Page 4 of 4

T-11308 F2
10..9A, I-
T-5723 Fl
1.9 A�. 0
GRAPHIC SCALE
IN FM
I iucb - 300 M
ROSE FARM
Q)
�RAY REO MTAL - 60.1 A�
=ND
� 0
9
T-11308FI
16.41 A�. +/-

T-11325 F3
b.Ub AC.
4.23 Ac. +/-
0.068 Ac.
T-1132E
0. 162 Ac.
0.80 Ac. +/-
D'i
0.80 Ac.
13
AC.
10a
.77
0.622 C�
A
LAGOON
0.099 Ac.
0. 171 Ac.
0,74 Ac.
am
0000wea ... me
S
1.7 Ac.
P AREA 1, a
LAGOON
0,021 Ac.
0. 1 IC Ac..
22 F2
0,560 Ac.
Ac. +/
PONE——,
0, t 70 Ac,
T-3722 Fl
o. la2 Acl
3.8 AC. +/
0.091 Ac.
I
0.191 Ac
T-5723 F2
T-5723 Fl
0.234 Ac.
2.9 Ac. +/-
1.9 Ac. +/-
IT
0.046 Ac.
D.H75 Ac.
L
SPRAY FIELD TOTAL = 60.1 Ac.

IMEISON 100 SERIES BIG GUN@ PERFORMANCE -U.S. UNITS
100 TAPER BORE NOZZLE 1 OOT
10OT— Specify size when ordering 1A
0.50" 0.551, 0�60" 0.65" 0.70"
9309-050 9309-055 9309-060 9309-065 9309-070
0.75" 0.801, 0.85" 0.901, 1.0"
9309-075 9309-080 9309-085 9309-090 9309-100
PSI
GPM
DIA n
GPM
DIA H
GPM
DIA R
GPM
DIA, Fr
GPM
DIA "
GPM
M FT
GPM
DIA "
GPM
DIA 9
GPM
DIA "
GPM
DIA
40
47
191
57
202
66
213
78
222
91
230
103
240
118
250
134
256
152
262
-
-
50
50
205
64
215
74
225
87
235
100
245
115
256
130
265
150
273
165
280
204
300
60
55
215
69
227
81
240
96
250
110
260
126
270
143
280
164
288
182
295
224
316
70
60
225
75
238
88
250
103
263
120
275
136
283
155
295
177
302
197
310
243
338
80
64
235
79
248
94
260
110
273
128
285
146
295
165
305
189
314
210
325
258
354
90
68
245
83
258
100
270
117
283
135
295
155
306
175
315
201
326
223
335
274
362
1 100
1 72
2551
87
268
1 106
280
1 12.3
293
1 143
305
, 163
3161
185
325
, 212
336
1 235
345
289
372
1 110
1 76
2651
92
278
1 111
290
1 129
303
1 150
315
1 171
3241
195
335
1 222
344
1 247
355
304
3801
100 TAPER RING NOZZLE I OOTR COMPONENTS:
Body Taper Ring Cap
I OOTR = Body + Cap + 1 Taper Ring #9956�001 #9257-??? #6745
Specify size when ordering
Flow Path
KJO EAD 0) @
0.64" 0.68" 0.72" 0.76" 0.80" 0.84" 0.88" 0.92" 0.96"
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI
GPM
DR H
GPM
DIA. R
GPM
DIA FT
GPM
DIA. 9
GPM
DIA, F�
GPM
DIA "
GPM
DIA �
GPM
DIA F
GPM
Dik F
0
67
212
76
219
86
225
98
233
110
242
125
250
13
��4
151
259
166
275
50
75
224
85
231
97
240
110
250
123
258
139
266
152
277
169
279
185
288
60
83
239
94
246
106
254
120
264
135
273
153
281
167
286
186
294
203
303
70
89
249
101
259
114
268
130
277
146
286
165
295
180
300
200
309
219
320
80
95
259
108
269
122
278
139
288
156
297
176
306
193
313
214
324
235
336
90
101
268
115
278
1 130
289
147
299
166
308
1 187
317
1 204
324
227
334
249
3�5
100
1 107
278
121
288
1 137
298
155
308
175
318
197
327
216
334
240
344
262
3 5
110
1 112
288
127
298
1 143
308
163
317
183
326
207
336
226
342
251
353
275
3 4
100 RING NOZZLE I OOR
1 OOR = Body + Cap + Set of 7 Rings
Specify size when ordering
Complete set of 7 rings only = #6847
0.71" 0.77"
6738-071 6738-077
COMPONENTS:
Body Ring Cap
#9956-001 #6738-??? #7872
0
KJ3
0.811, 0.86" 0.89" 0.931,
6738-081 6738-086 6738-089 6738-093
Flow Path
0.96"
6738-096
PSI
GPM
D� F
GPM
DIA R
GPM
DIA H
GPM
M 9
GPM
DIA F
GPM
DIA ff
GPM
DIA "
40
66
208
78
212
91
215
103
224
118
235
134
238
152
242
50
74
220
88
225
100
230
115
240
129
250
150
255
167
260
60
81
235
96
240
110
245
125
260
141
270
164
275
183
280
70
88
245
104
250
118
260
135
275
152
290
177
295
198
300
80
94
255
ill
265
127
275
145
285
163
300
189
305
211
315
90
99
265
117
275
134
285
154
295
173
310
201
315
224
325
100
105
270
1 124
280
1 142
295
162
305
182
320
212
325
2-36
P
3:3-1
110
110
275
1 130
290
1 149
305
170
315
191
325
222
335
243
5
3�45
Di—eren — 6­t o, 21 lmjecl� Big Gun' ge��c* &I. h. boa� blw­4 .�.r deal leas mMike­ wd � be a&­1y affected 6y wini, � Hf�k �­e c—fig-a w o6er fwm N4sw MVI;w
C.rp�_� dr.00 —fti, mihm-ik _.'PG_fi_ ..
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla, WA 99362 USA Tel: [phone] Fax: [phone] E-mail: nelson@nelsonirL(OM Web site: www.nelsonirrigation.com

Twin 101 Taper bore nozzle >>> Trajectory 24'
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
PSI
0.4711
0.55'.
0.63"
0.71"
0.79"
0.87"
0.94"
GPM DIA,
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA,
GPM DIA.
30
-
-
48
187'
62
201'
79
217'
97
232'
118
247'
140
260'
40
40
183'
55
203'
72
220'
91
234'
112
250'
136
265'
162
279'
50
45
197'
62
21 S'
80
232'
102
250'
125
267'
152
283'
181
300'
60
50
212'
67
230'
88
247'
ill
266'
138
282'
167
298'
198
315'
70
54
225'
73
24 4'
95
262'
120
280'
149
297'
180
314'
214
323'
80
57
237'
78
257'
102
276'
129
294'
159
312'
192
329'
229
344'
90
61
248'
83
269'
108
289'
137
308'
169
326'
204
343'
243
359'
100
64
257'
87
280'
114
300'
144
320'
178
339'
215
357'
256
374'
1 110
1 67
1 265'
1 91
290'
1 119
1 310'
1 151
1 331'
186
351'
225
369' ,
268 ,
388'
N.B.: Performance data were obtained under ideal testing conditions and may be adversely affected by wind and other factors. Pressure refers to pressure at notzle. A lcwerEd trajectory angle improves thp irrigation effi6ency in windy
conditions, For every 3* dro; of the trajectory angle the throw is reduced by ap�roxinnately 3 to 4%, For solid -set applicatiois. it is advised to take into accouAt Me a;proqriate throw-reductiGn factor for local atmospheric conditions in order to
assure overlappinq and coverage of the irrigated area.

r
Ac
3, 607
33
R'71
4-v
4W
71
-T
1.70
NON"
'w"
7Z3
rew
PV 2'"
.06
'IT
S3
IA G
2.M
4qOAS.

I PV��
MI'll
. . . . . . . . . . . .
8T

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
CLINTON; NC 28328 AGRICULTURE
PHONE [phone]
610", ---------------------------------------------------------------
OPERATOR:
Please review the'attached plan and specifications carefully.
Retain this plan for your use and records, It is strongly
recommended that youg your contractor and Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that eve-ryone understand what is
expected so that final construction meets plans and
specification and the job can be certified for payment (if ACP
cost sharing is involved).
The pad dimensions and grades are the best estimate, The
builder or contractor is responsible for -final layout and
design of the pads. SCS personnel will assist in a limited
capacityp as Its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction Is complete on the lagoong the
contractor and owner will negotiate on the price and location
ffflMaf borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, widthp depthq slopesp topsoil placements correct
elevations (tops bottomv discharge pipes)v and seeding.
NOTE:
Design Requirement: 4559152 cu.ft. = 169857 ou.ydse
Estimate of Excavation 4469094 cu.ft. = 169522 cuoydee
Estimate of Pad & Dike 2459592 cuefte 0 99096 ou a y.ds
Estimate of Topsoil Required- n 500 cuoydee
- 1498:1 Ratio
Job Class
Date
Designed By Herman Riggs
Design Approval
AL.-u-6.. - -,. �._ : �- � - - � - � L - � � - c- -

ADDRESS: NEWTON GROVE, NC
INTRODUCTION:
-------------
eoe Rose, plans to construct a 2480 Topping operation on a
i the PG-1 community. He plans to pump effluent on
coastal bermuda grass.
SITE CONDITIONS:
----------------
The site is located on Wagram sandy loam soils that are moderately
sloping. The site has no restrictions. The nearest dwelling other
than one that Mr. Rose owns is approx. 800' east of the lagoon.
TYPE AND SIZE TOPPING(2480)
OF OPERATION
CLASS I I I
DESIGNED BY HERMAN RIGGS
DATE 11/8/89
APPROVED BY e..4,Q 40 4*EMa---
DATE a I "T1 13dw
PERMANENT STORAGE
r 2480 135 lbs per hog 1 Cu Ft per lb.
1"EMPORARY STORAGE
334800 lbs of animal x 1.35 cu. ft. of waste per day
per 1000 lbs df animal wt. x 180 days
RAINFALL LESS EVAPORATION
791 X 66850 sq. ft. surface area per 12"per ft
RAINFALL — 25 YR. 1 DAY STORM
7 If X 66850 sq. ft. of surface area per 12" per ft.
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
CAPACITY IN GALLONS
MANURE AND URINE PRODUCTION
2480 hogs x 2.1 tons per year
334800 Cu Ft
81356 Cu Ft
38996 Cu Ft
38996 Cu Ft
455152 Cu Ft
16857 Cu Yds
455200 Cu Ft
16859 Cu Yds
3404896
5208 T./yr.

APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
r NITROGEN (N) - 0.48 LBS PER R 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 334800 x 365
--------------- ---------------------
1000
(N) - 58656.96 LBS
IT IS ESTIMATED THAT APPROXIMATEXIMATELY 25 X OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZ LIZER
THE FOLLOWING AMOUNT CAN BE APPLE APPLIED ON THE LAND
14664.24 LBS.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON LIMITED BASIS. YOU SHOULD
CONTACT:
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
---------------
rk FARROW-TO-FINT�q ---------------- T�§§b�:T6:FIKTSH
sows
--------------------------------------
334800 1294560 3514160
TO-T-A-L--L-A-G-0-0-�-L-I-Q-U-yD--T-O--S-E--yR-R-I-G-�T-E-D--FE-R--A-�l-M-�c-U-YN-T-/-Y-EA-R ------------
2351040 9796000 26593040
- -------------------------------------------------------------------
NITROGEN
8680 22320 96720
ppdgpp�Tff ----------------------------------------------------------
3472 9672 39680
P5TA-9p -------------------------------------------------------------
8680 24304 99200
------------------------------------------------------------------
CROPLAND (ROW) ACRES
47.12 131.44 545.6
��s-To�EL-�N-6-7�R-A-2ED-)--A-ER-E-S ------------------------------------------
24.8 71.92 297.6
------------------------------------------------------ -
HAYLAND (COASTAL BERMUDA GRASS) ACRES
49.6 200.88
/CRd6O(crl a I fcr)/CRd60�cr)vl icr)/CRd6O{cr)kl {crl/CRd6O(crlac I (cr)

1 '41-%o 1" 0 '0 %.0 L_ a % %j '.0 "
SEEDING SPECIFICATIONS
(A REA TO BE SEEDED
APPLY THE FOLLOWING:
USE THE SEED MIXTURE
INDICATED
2 AC.
1000 LBS. B-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
120 SALES SMALL GRAIN STRAW
100 LBS. FESCUE GRASS
70 LBS. OATS
100 LBS. BAHIA GRASS
8 LBS. WEEPING LOVE GRASS
24 LBS. HULLED BERMUDA GRASS
40 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
(1 '**1
THE NEAREST RESIDENCE IS 800 FT.
T.B.M. ELEVATION so
DESCRIPTION
20d Nail in base of white oak tree approx. 30' E. of baseline
D sta. 0+0
SITE PREPARATION:
EXCESSIVE WATER RUN—OFF MUST BE CONTROLLED BY PLANNED AND INSTALLED
NEEDED EROSION CONTROL PRACTICES.
SEEDING:
APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER OR DRILL.
WHEN A HYDRO —SEEDER OR CULTIPACKER TYPE SEEDER IS NOT USED. THE
SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING USING EQUIPMENT AS
/CULTIPACKER9 ROLLER9 OR LIGHT DRAG; SECURE MULCH
WITH MULCH ANCHORING TOOL9 DISK HARROW SET STRAIGHT, OR STALK CUTTER
ON SLOPING LAND. SEEDING OPERATIONS SHOULD BE PERFORMED ACROSS
SLOPE.

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-------- ---------
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[NO 113 3SGIW A0 V38V X V

scs-ING-sm U. S. DEPARTMENT OF AGRICULTURE
FAW. S-70 SOIL CONSERVATION SERVICE
%011 1NVFqT1r.AT1nN Tn r1CTrD"IWI7 CI IITAQII I1rV nI7 D0AVr%Qrn Pnpjn IZITF
WATERSHED AREA MEASUREMENTS
CROPLAND - ACRFS PASTURE-- ACRES
WOODLAND- ACRES TOTAL ACRES
SKETCH OF PROPOSED POND SHOWING WHERE SORINGS WERE MADE (Approx. mWe v, .-feet),
Locate reference point -in center line of dam end Identify on sketch.
SOMME
010mm
m
ONE
MONROE=
10:111ffl�
MEN
MIN
M1M1M11MM1M11M
No
M1M1MM1=11MM1
MIEN
10110110111mm-
MEMO
NEON
MIN
IN
NEON
MM1M1M11M1MM1M1
mm
mmm
mmmmmmmmmummm
NNIMMIMMIN
MENEM
BORING NUMBER AND PROFILE
Nake and list dent -sue and splihmp boon#$ first. Me"pondsd arm end borr" pl, se"Faft w1th uertkal red Un*.
(Cond"usd on back whom neessserV) Show umisr leble elevations on do#".$,,* boff"es.
MFEMMMMIM31001
11310
slaw
IN
'MMININIMIMI
WIMMINININIM
Rolm!
BORINGS MADE B Y_E %45inj SCITMATM? '.", .
v w

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
JOE ROSE'
Confinement Building Top Width - -4A,n
Settled Top Elevation 48*0
Fluid Elevation 46
Pit
SS 3 SS
TREATMERT
LAGOON
Pipe (Needi to be adequately U
supported) Depth io
B9ttom Elevation 36....w
SS 3 : I
a

U0 So DZpARTHM or AGRLCULTURE
Soil Conservation Service
LOCATION CODE
,,LAI, Olp SXCAVATLr0 wAsTz mWE 1POND
Nc-ENG- 4 0
5/83
W13 Joe- Ro - wo-se=Mb ACP 0 DATz . 11/8/89 __ DISTRICT Samso"
3801 f I
Mot SLOPIiLto I
121 Avg, top 969ve
Ob % %
oft
810 Sul
.. M. ...
J3/ am 4M mis 4-0 GNP Gowelftew
am ONO
d= MW
OP
gewe� OWN* dMM 4100 400
I
ago own,4mob GOES dom 01010
dom am MW 40� dqge 4aw see
V
Cuolt
Volume c(are& of top) + (&T&a 91 bottom) + (4 x ares uldsecti-003)
6
Use of f&ellity -Animal EMste
capacity 140452fi - Gallons
Volume Cost-sbariAg cue 1Pt*
Soil. type
d
tioft J-n hog
Be No descriP
white oak tree avEroxe 301 Eo gg baseline
D Stao 0 + 0
clove -5009
-Bottom
Slav*
16 . 0 wm�
Normal liquid level
Elev,
4690
storage for normal procipe(ft)
+ —4690
MAX4=jm liquid level
zleve
-
storalle for:
2S yro froq. pr*c1po
(It,)
+
crest aw
&love
stage (It*)
+
Fteeb"rd (Ito)
+ log.
TOP of Dam
Slave,
48oO
am K010­400

OPERATION AND MAINTENANCE PLAN
This lagoon Is designed for waste treatment with minimum odor
control* The time required for the planned fluid level to be
reached may vary due to soil conditionst flushing oper4tionst, anct:
the amount o7f fresh water added to the systeme
Land application of waste water Is recognized as an acceptable
Method of disposal. Methods -of application include honey wagons
(sprayer or Injection) and irrigation (center pivotp guns, or.
trave�.Vr,$). Care needs to be taken when applying waste to
prevent damage to crops -or runoff from the field.
The followingeltems are to be carried outs
I* Begin pump -out of the lagoon when fluid level reaches invert*'
of outlet p1pose
Stop pump -out before fluid depth*ls less than 5 feet deep
(this prevents the loss of favorable bacteria),
3e The recommended maximum amount to apply per Irrigation Is one
Inch, and makimum recommended application rate Is 0*4 Inch per
hour
40* It Is strongly recommended that the treatment lajoon.be
precharged to 1/2 Its capacity to prevent excessive odors during'
startup. Precharging reduces the concentration of the Initial, -
waste entering the lagoon thereby reducing odors* Solids should*,
be covered with effluent at all times*
5e Keep vegetation on the embankment and areas adjacent to the
lagoon mowed.
6* Repair any eroded areas and establish In vegetation,
To The Clean Water Act of 197T prohibits the discharge of
-pollutants Into waters of the United States, The Department of
Natdiral Resources and Community Development (DNRCD) v Wastewater
Mang.ement Section' has the responsibility for enforcing this law*
IP
So' All surface runoff is to be diverted from the lagoon to
adequate outlets.
NOTE: An analysis of the wast* water can be obtaf;ed at.
commercial laboratories or at a fee of $3900 per sample ats
NeCe Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, N9C, Z7611
Phones 919-733-Z655

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, 41

ANnVLL MLSTZ XANA=WMT CZRTXFXCATZ ZEDLOTS
Please retu= the completed fox= to the Division of Environmental Management at
the add --*as OU the reverse side Of tbIA f 0=.
Name of f Arm (Pleaae print) Ra.—Sc- &,virve
Addxess:—R4-t 16o-A 30A
- bh--AoV% Gro'.0-1 N.C. ATKS(4�- — Phone No.: q1&-J1iq-0(,eq
County:_
Farm location: Latitude and Longituda:.:U J2 ao 17L (required) Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) -5.uu IV%
Design capacity (number of animals):
Average size of operation' (12 month population avg R,90 k
Average acreage needed for land application of waste (acres):
Zb.uical specialist Certification
As a tecl=ical specialist designa;ed by the North Carolina Soil and Water
Conservation Commission pursuant t0`15A NCAC 6F OOOS, I certify that the new or
expanded animal waste management system as installed for the fa= named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Divisio"n ot
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Consex-zation Commission pursuant to 15A NCAC 2H.0217 and
1SA NCAC 6F .0001-.0005. The following elements and their corresponding mi�ftimum
criteria-haue-been-yerified by me or other designated te;-Imical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applicacions; application rates; loading rates; and the control of the discharge
Of Pollutants from stor=water runoff events less severe than the 2S-year, 24-hour
storm.
NaZe of Tacb=ical Specialist (Please Print) :-WeRMAA1 6)r-s
J,FW%Affiliation: -,Sai/- CONE. SapIpCE
V Address (Age.
'ge,
Phone No. .5179- -
Signature: Date:? - 914
Owner/lUmager Agrawment
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the fa= named above and will implement
these ;rocedures. 1: (we) know that any additional expansion to the existing
design capac!.ty of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event les; severe than the 25-year, 24-hour storm. The
approved Plan will be filed at the farm and at the office of t * "
Water Conservation District. he local Soil and
Na=e of 7-nd owne= (Please Print): of- R as
Signature:_ Date:
Name of Xancv-;;�, if different from owner (Please print):
Signature: 4 0 Date:—
NOte: A change in land ownership requires notification or a
(if the approved plan is changed) to be submitted to
Envirarinental Management within 60 days of a title transfer.
DEM USE ONLY:AOTEW4
new certificati—on
the Division of

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USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR: JOE ROSE
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a limited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES
EVIDENT?
Yes
NO X
DESIGN REQUIREMENT:
N7251747
---------
-----
cu.ft
-----
= 26,880 cu.yds.
---------
ESTIMATE OF EXCAVATION:
563,409
---------
cu.ft
= 20,867 cu.yds.
---------
ESTIMATE OF PAD:
73,413 cu. f t
ESTIMATE
OF
DIKE:
269,487
cu.ft
ESTIMATE
OF
MATERIAL'FOR
SANDY -CLAY
LINER:
ESTIMATE OF TOPSOIL REQUIRED:
= 21719 cu.yds.
= 91981 cu.yds.
0 cu. yds
400 cu.yds.
Ratio 1.6 : 1
--- Total Excavation = 20,867
Job Class IV Designed By: DOUG NEIMAN
-------- ---------------
Design Approval
cu. yds.
05/04/94
Date
Date

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$C$-ENG-LU U. S. DEPARTMENT OF AGAICULTURE
too. 5.70 WIL
SOIL INVESTIGAT1,0N TO DETERMINE SUITABILITY Of PROPOSEn PnNn I-qITF
1 1101
WATERSHED AREA MEASUILEMEM
CROPLAND -ACRES PASTURE- ACRES
WOODLAND -ACRES TOTAL� ACRES POND CLASS
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS, WERE MADE (Approx. scale 1,, ._fee-
L-OC414 rfffrenCe Point 'm Center line of dam and Idwordy on sketcA. t)
ONE
NE1101101101010011OR
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0
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BORING NUMBER AND pROFILE
Make"d Us, dam -site ow spiusaW borftvs A*jf. Men pon&d or= imd"mw xt bo,*W.sC"Mw wah w7g=j
lCantinued o"ack &O'"M "SCUMP10 Show WSW WIS elewdons on dirm-sar borftfs.
:0113
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4;
U. S. Department of Agriculture
Soil Conservation Servi-ce
Landowner
Community or Group No.
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
County -- r , - -- , ., --
Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
10 4.
Date of Field Hazard Investigation -
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach___A_.Sl-lr)nFU pATI 11RE OE SIRUCIUREE WILL X01 ENDANGER
LIFE OR DAMAGE PUBLIC TRANSPORTAION.
L:
7 01
Hazard 'Classification of Dam (a, b, c) (see NEM-Part 520.21)
ND
Dam Classification (I. II, IIIq-.IV/,q V)
Concurred B
(name)
NOTE: 1 - Instructions on reverse side.
2. Attach additional sheets as needed.
Date_&e
Date

Operator:JOE ROSE County: SAMPSON Date: 05/04/94
stance to nearest residence (other than owner) 1500 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs.
0
lbs
3680
head
(finishing
only)
x 135
lbs.
496800
lbs
0
sows
(farrow to
wean)
x 433
lbs.
0
lbs
0
head
(wean to feeder)
x 30
lbs.
0
lbs
Describe other :
0
lbs
Total Average Live Weight = 496800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 496800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume 496800 cubic feet
TV
.QMF
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 0 W t4 FR %TS OC) SLOPCIIE-
Volume 0 cubic feet 5T'0%A(4e. .5j.UDrjjE WILL BE
'RF-MIDVED #NS t4EEDF-0-
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 450.0
Inside top width (feet) ---------------------- 205.0
Top of dike elevation (feet) ----------------- 46.0
Bottom of lagoon elevation (feet) ------------ 34.0
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 3.0 444.0 199.0 11.0
AREA OF TOP
LENGTH * WIDTH
444.0 199.0
AREA OF BOTTOM
LENGTH * WIDTH
378.0 133.*0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
411.0 166.0
88356 (AREA OF TOP)
50274 (AREA OF BOTTOM)
272904 (AREA OF MIDSECTION * 4)
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
88356.0 272904.0 50274.0 1.8
Total Designed Volume Available = 754479 CU. FT

8 1
rid
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 205.0 92250.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 92250.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 496800 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 907488 gals. or 121321.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallon
Volume = 0.0 cubic,feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall 7.0 inches
Volume = 7.0 inches * DA 12 inches per foot
Volume = 53812.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 53812.5 cubic feet .
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121322 cubic feet
5B. 0 cubic feet
5C. 53813 cubic feet
5D. 53813 cubic feet

6. SUMMARY
Temporary storage period====================>
180
Rainfall in excess of evaporation===========>
7.0
25 year - 24 hour rainfall============ >
7.0
Freeboard===================================>
1.0
Side slopes=================================>
3.0
Inside top length===========================>
450.0
Inside top width============================>
205.0
Top of dike elevation=======================>
46.0
Bottom of lagoon elevation==================>
34.0
Total required volume=======================>
725747
Actual design volume================== ------ >
754479
Seasonal high watertable elevation (SHWT) ===>
40.7
Stop pumping
42.0
Must be > or = to the SHWT elev.==========>
40.7
Must be > or = to min. req. treatment el.=>
40.0
Required minimum treatment volume===========>
496800
Volume at stop pumping elevation============>
506448
Start pumping
44.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
700667
Volume at start pumping elevation===========>
693571
Required volume to be pumped================>
175134
Actual volume to be pumped============------------>
187123
Min. thickness of soil liner when required==>
1.8
DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
f eet
: 1
f eet,
f eet,
f eet,
f eet
cu. f t.
cu. f t.
f eet,
f eet,
f eet,
f eet,
cu. f t.
cu. f t.
f eet
cu. f t.
cu. f t.
cu. f t.
cu. f t.
f eet,

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LES. 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
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LES. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.
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.

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: Date:
County: r-)
I 1,�� r
Address: : t I -, 0 1
a*
, RV
ENO ro 4
V of SLOPE 17 To I
AVE. TOP ELEV.
.000,41,
4,4
1110 SECTION -Y
Neu 7�j a
(34w back for vatun calcuLations)
Use of facility: FEF;;�Er— .-D
0 -1 4. -1 Ci Ft3
Capacity. E; (&4 Ga(llonS
Soil Type: —Fr-L z e- v , i , -or-
Bench Mark Description AM
Bottom
Normal Liquid Level
Storage for normal Precip.
imlix Liquid Level
25 yr, Storm Storage
Crest ESW
Max,Flov Depth
Frooboard
Top of Dam
Zlev 4-- Q
Elev.
(+)
Elev.=-
(+)
Zlev,
N
(+) I -�� Pt.
Elev* ,

Confinment Building
TYPICAL VIEW OF A ONE-STAG1 LAGOON SYSTEM
Top Width
Settled Top Elevation_�I_�_�.
SS
Depth
Pipe (Needs to be adequately
supported)
Bottom Illevation
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. T�e time required for the planned
f luid 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 vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, 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 c)f 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 44.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 175134 cubic feet or
1310006 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
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 ditches. 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.
0

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The 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.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than 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-
blished 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 dissipator(rocks)
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 under the embankment area when
shown on a typical cross section in' the plans - The f inal depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
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.
REMO-VAL 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 bac*kfilled and compacted with good-m"aterial such as
SC., CL, or CH.

'47 :1
Soo
rip
fit - -
= Pr-�77
It
41
K-
10 At, .
4p
Qv
ar
(Lr

EMERGENCY ACTION PLAN
PWONIC Nil 1pqppocz
rI 1 1 4 " i V � I. I � "I%,)
DIVISION OF WATER QUALITY (DWQ) 910- 9*6- 641
EMERGENCY MANAGEMNET SERVICES (EMS) 10-3�2 -,rA(o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 1/0 -,652 - 7 5 (/j
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 1*0 __1MA - 794..?
COOPERATIVE EXTERSION SERVICE (CES) 7/0-5u -7/4,1
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 over 1 low -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
rB. Runofl from waste application field -actions include:
a. Immedia-aly stop waste applica-ion.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runofl.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates lor 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 �rorn "lush systems, ho,-,ses. solid seoarators-action include:
a. Stop recycle pump.
b. Stop irrication pump.
c. Make su�re siphon occurs.
a. Stop all Nows in The house, fiusn systems, or solid separators.
E. Leakage from base or sidewall oi lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from -�-,e embankment to catch all
seepage, pu- in a submersible pum ' p, and pump back to lagoon.
b. Il holes are caused by burrovving 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.
1

r 2
3
4
r5
.1
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?
Contact appropriate agencies
a. During normal business hours call your DWG 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 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, call 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 adviceltechnical assistance phone number - -.
If none of the above works call 911 or the Sheri"'s Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
Contact the technical specialist who certified the lagoon INKS, Consulting
Engineer, etc.)
a. Name: trn!:) '�� n
b. Phone: 9) 0 V -
7. Implement procedures as advised by DWO- and technical assistance agencies to
rectify the damace, repair the system, ar-id reassess the waste managment plan to
keep problems W�Ith release of wastes from happening again.
2

115;
F11A
OPERATION & N1AWMANCE PLAN
Froper 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 spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to 0
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
0
state law and subject to penalty action.
The routine maintenance of a lacroon involves the following:
0
Maintenance of a vegetative cover for the dam.
Fescue or common bermudaarass 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 Co
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
0 0 0 0
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
0
the lacroon water. Such chemicals could harm the bacteria in the lagoon that are treating AM
0
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and stormevents. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface --- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --- look for:
1. settlement, cracking, or "Jug" holes
2. side slope stability --- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lacroons. 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
unddrtaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --- check for proper operation of:
I recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusuall loud or grinding
y
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 requiredc. Having a nearly full lacroon is not the time
to think about switching, repairing , or borrowing pumps. Probably, 0 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
drainacre waters (such as rainfall runoff, roof drainage, gutter outlets,
0 0
and parking lot runoff) away from your lagoon and other waste
0
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
P t;l
(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. ridere berm height
0

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 applicat-io'n's 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:
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 loadincy begins, taking care not to erode lining or bank slopes.
0
3. Drainpipes into the lacroon should have a flexible pipe extender on the
t�
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. it is recommended that a new lacroon be seeded with sludcye from a healthy
0 0
workincr swine lacroon in the amount of 0.25 percent of the full lagoon
C1 0
liquid volume. This seeding should occour at least two weeks pri0or to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the ra 0
C) te of I pound per 1000 cubic feet of
lacroon liquid volume until the pH rises above 7.0. Optimum lacroon liquid
0
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
4;0
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season. 0
Loading:
The more frequently and regularly that wastewater is added to a lacroon, the better the
lagoon will function. Flush systems that wash waste into the lagoo"�n several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
C�
The lacroon liquid level should never be closer than I foot to the lowest
Im
point of the dam or embankment.
Do not pump the lacroon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent idditions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Nfaintain strict vegetation, rodent, and varmint control near lagoon edges.
CO 0
Do not allow trees or large bushes to grow on lagoon dam or embankment.
CP
Remove sludcre from the lacroon either when the sludge storage capacity is
4:0 ID 0
full or before it fills 50 percent of the permanent storacre volume.
0
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
t:p 0
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
0

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
mhurnizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator
Mix the sludge and lagoon liquid with a chopper -agitator impeller
0
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
0
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
C�
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
0
nutrient and. metal values from the liquid. The application of the sludae to fields will be
limited by these nutrients as well as any previous waste applications toothat 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
0
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. 0
Sludae removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
0
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 neiahbors.

a
-Possible Causes of Lagooit FaHure
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:
0 Modification of the lagoon structure --- an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
0 Lagoon liquid levels --- high levels are a safety risk.
0 Failure to inspect and maintain the dam.
0 Excess surface water flowing into the lagoon.
0 Liner integrity --- protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lacroon water is allowed to overtop the dam, the moving water will soon cause
0
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure. 0

r SWINE FARM WASTE MANAGEMENT ODOR CONTROL- CHECKLIST
�)ource Cause BMP's to Minimize Odor Size Specific Practices
Farmstead S�ina production Vegetative or wooded buffers;
Raccmmended best management
(,/racncas:
Good �udcment and common
Animal body surfaces Dinty manure -covered animals aeOry floors
Floor surfaces War manurs-covered floors M/Slorred floors;
Q/Wararars located over slotted floors;
Faadars at high and of solid floors:
Scrace manure buildup from floors;
Under'loor ventilation for drying
Manure collection pits
Urine
W'Fraquent manure removal by flush,pit
racharge,or scrape
Parital micorbial decomposition
Uncar':oor ventilation
Ventilation exhaust fans
Volatile gases;
VFan ma.ntenance�
Dust
P(Efficiert air movement
indoor sur.aces
Dust
V�,asr�cown between groups of animals
f Fsec acairives;
Feacer -avers;
Fse: ae6very downspout extenders to
feece, :avers
opI �ar.KS
Agitation of recycled lagoon
2:�sr :ar.K Covers
liquid whiles ranks are tilling
Ex'.e-a fill lines to near bortom of
zar,Ks izn anti -siphon vents
Fiush a4eys
Agitation during was-,awater
i Urat,'.00r flush with underfloor
conveyanance
verz:ia:ion
Pit recharge paints Agitation of recycled lagoon c-x-.er.c rechard lines to near bottom of
liquid while pits are filling pits wi*h anti-siphcn vents
Litt vadons Agitation during sump tank filling Sump -.anK covers
and drawdown
CL'.S,Ge c,a�n Collection Agitation during aste�ater Box -avers
or junct;cn boxes conveyance
End of vair.cipes at lagoon Agitation during wastewater Ex:erc jischarge point of pipes
uncemerith lagoon liquid level
Lagoon s,�races Volatile gas emissions
(*fPrcoer �agoon liquid capacity
Biological mixing
i C-rre-t. !agoon startup procedures
Agitation
) Minirr.Lrn surface area -to -volume ratio
(Aimmum agitation when pumping
) Mea.-anical aeration
I Prove., ziological additives
Irrign: z- 3�r ��!er nozzles High press-jte agitation virrnga:t In dry days with little or no ird
Wind draf: recommended operation press -ire
:r:ake near iagoon liquid surface
P-.�Z '-= second-vage lagoon
11. 1995

F i�e -,anK at casin Partial microbial decomposition
( I Boacm ar midlevel loading
surface Mixing while filling
( I Tank covers
Agitation when emptying
( Basin surface mats of solids
( Prove-' b-oiogical additives or oxidants
Settling basin surface Partial micobial decomposition
Extend drainpipe outlets underneath liquid
Mixing w1ula filling
level
Agitation when emptying
Remove sealed solids regularly
Manure, slurry or sludge
Agitation when spreading
) Soil injection of slurry/sludges
spreader cutlets
Volatile gas emissions
I Wash residual manure from spreader after use
) Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
Sail infection of slurry/sludges
or sludge on field surfaces
I Sail incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead an;mais
Carcass decomposition
V'Proper disposition of carcasses
Dead ansmai disposal
Carcass decomposition
Compieze covering of carcasses in burial pits
pits
Prober location/construction of disposal pits
Incinerators
Incomplete combustion
I I Secorcary stack burners
Standing wa*.er around Improper drainage (ecrace anc landscape such that water drains
faciliues Microbial decomposition of away from facilities
organic matter
r1re Tracilad onto public Poorly maintained access roads VFarm aczess road maintenance
access
Additional !ntormation: A,ailable From
Swine Manure Management; 0200 Ru[e,BMP Packet .14CSU-County Extension
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sleet NCSU-BAE
Swine ?,oduczion Facility Manure Management: Pit Recharge --Lagoon Treatment: EBAE 128-88 NCSU-BAE
S�ine P.-oduc-ion Facility Manure Management; Underfloor Fluse--l-agoon T.eatmant; ESAE 129-88 NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Stora, -5� EBAE 103-83 NCSU-BAE
Calibration o; Nlanure and Wastewater Application Equipment; ESAE Fact Sleet NCSU-BAE
Contrailing Colors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmentai Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Nlanaging Odor; a report from the Swine Odor Task Force N_-SU Agri Communications
Nuisance Colctrs in Animal Manure Management: Odors and Flies; PROIC7, I 39S Conference Proceedings F:orida Coocerative Ex�ens:�n
The issues checked (v4erzain to this operation. The landowner,'integrator agrees to use sound judgment in applying
Odor ccn�rzi m.essures as practical.
I cer,-if,/ zhe aforementioned Odor control Best Managment P. ac-,ices have been reviewed with me.
r
(Landowner Signature)
'0'lc: %�'e 1. 1

r INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Sys -ems)
Flush GQr-,ers Accumulation of solids (VFius.i s,,stam is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (VIMainirain lagoons. settling 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 WO"Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along �a:ar's edge on impoundment's perimeter.
(Dry Sys,,emsi
Feeders Feed Spillage Design operate and maintain feed systems je.g.,
bunkers and troughs) to minimize the accimulation
of decaying wastage.
Clean in; spillage on a routine basis iii.g. 7-10 day
intervai tiring summer; 15-30 day interval during winter).
Feed S-,praga Accumulations of feed residues Mi moisture accumulation within anc around
immeciate perimeter of feed storage areas by
insuring --rainage away from site and/or providing
ai containment (e.g.. covered pin for
brewer's grain and similar high moist -ire grain
procuc:sj.
Inspect far and remove or break uo acaimulated
solids 7r. filter strips around feed storage as needed.
Animal Holding Areas
r
AMIC—Navemaer 1 1, 1996
Accumulations of animal wastes Eliminate low area that trap moisture aicr.g fences
and feed wastage and Wter locations where waste ac-umulates and
and zis-�rpance by animals is mirial.
Maintain fance rows and filter strips around animal
holding areas to minimize accumula:ions at wastes
(i.e. inspect for and remove or break up aca�mulated
solids as needed).

(0111�
Manure Handling
t.,, i
Accumulations of animal wastes Remove spillage on a routine basis (e.g. 7-10 day
Systems
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
Provide for adequate drainage around manure stockoiles.
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 landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Lando�,vner Signature)
For more Wormation contact the Cooperative Extension Service, Cepart.-nent 3f Entomology, Box 7613, North '%-.aroiina Szzate University, Raleign. INC
2769E-751 3.
AMIC--Ncvember 11, 1996