670025_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permitter
1. Farm Number: 67-0025 Certificate Of Coverage Number: AWS670025
2. Facility Name: Watchoverva Farms#1
3. Landownees Name(same as on the Waste Management Plan): Mervin Todd Thigpen
4. Landowner's Mailing Address: H 5 Kirby Thigpen Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-2984618 Ext. E-mail: thethigpenfamilynembargmail.com
5. Facility's Physical Address: 269 Alphin Rd
City: Richlands State: NC Zip: 28574
6. County where Facility is located: Onslow
7. Farm Manager's Name(if different from Landowner): Todd Thigpen
g, Farm Manager's telephone number(include area code): 910-2984417 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): Phone No.: OIC#: —}8964-
Mervih *Oro ae 'TA Ise en qia-3r8-39 7r av'g07
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 3.360
Operation Types-
-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.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON 32 16C 744,6 t 91,476,00 20.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sieved by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximtun PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. 'Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal!alncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement.
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (I8 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: lmeruk '110,U) 71�J �si- Title:
Signature: 3 1
Name: Title:
.Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019PermitRenewal0a_ncdenr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2028
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 11 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which,in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
/let
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
11-30-2009
This plan has been prepared for: This plan has been developed by:
Watchoverya Farms #1 Donna Wallace
Mervin Thigpen Onslow SWCD
128 Kirby Thigpen Road Onslow County Multipurpose Complex
4028 Richlands Hwy
Pink Hill, NC 28577 Jacksonville, NC 28540
910-298-4618 ZO-455-4472 X 3
OWA A., JX) ,X-t .e--
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
—jjj C� ��' 7 - 01
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: o,-,u A d� t
Technical Specialist Signature Date
----------------------------- --------------------------
747297 Database Version 3.1 Date Printed: 11-30-2009 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,114,720 gals/year by a 3,360
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7174
Incorporated 12320
Injected 13568
Irrigated 7798
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,798 11609 -3,811 7,655,414 -4,540,694
Year 2 7,798 9047 -1,249 6,792,370 -3,677,650
-
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.
747297 Database Version 3.1 Date Printed: 11-30-2009 Source Page 1 of 1

Narrative
Field#2,pulls 5-16 are now irrigated with a center pivot.Reel will still be used for pulls 1-4 in Field#1.
.....------.-----------------------------------------------------....---------...--------...------------------...
747297 Database Version 3.1 Date Printed: 11-30-2009 Narrative Page 1 of 1

t
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
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5A2 1 2 46.05 46.05 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5A2 P-01 1.16 1.16 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5A2 P-02 3.02 3.02 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
SA2 P-03 3.24 3.24 N/A Foreston Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
5A2 P-04 2.69 2.69 N/A Stallings Corn,Grain 110 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 32 bu.
PLAN TOTALS: 56.16 56.16
LI I Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
747297 Database Version 3.1 Date Printed 11/30/2009
PCS Page 1 of 1
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.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied I Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres
SA2 2 S7 Foreston 46.05 46.05 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 Irrig. 1221 48.73 0.00 2,244.10 0.00
5A2 2 S7 Foreston 46.05 46.05 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 86 34.45 0.00 1,586.51 0.00
5A2 P-0I S7 Foreston 1.16 1.16 Corn,Grain d5b
2/15-6/30 137 0 15 Irrig. 122 48.73 0.00 56.53 0.00
5A2 P-0I S7 Foreston 1.16 1.16 Wheat,Grain 9/1-4/30 115 0 0 brig. 86 34.45 0.00 39.96 0.00
5A2 P-02 S7 Foreston 3.02 3.02 Corn,Grain 2/15-6/30 137 0 15 Irrig. 122 48.73 0.00 147.17 0.00
5A2 P-02 S7 Foreston 3.02 3.02 Wheat,Grain 9/14/30 115 0 0 Irrig. 86 34.45 0.00 104.04 0.00
5A2 P-03 S7 Foreston 3.24 3.24 Corn,Grain 120 bu. 2/15-6/30 137 0 *15 In ig. 122 48.73 0.00 157.89 0.00
5A2 P-03 S7 Foreston 3.24 3.24 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 1 86 34.45 0.00 111.62 0.00
5A2 P-04 S7 Stallings 2.69 2.69 Corn,Grain 110 bu. 2/15-6/30 119 0 *15 Irrig. 1041 41.54 0.00 111.751 0.00
SA2 P-04 S7 Stallings 2.69 2.69 Wheat,Grain 50 bu. 9/14/30 1 96 0 0 Irrig. 72 28.76 0.00 77.36 0.00
Total Applied,1000 gallons 4,636.94
Total Produced,1000 gallons 3,114.72
Balance,1000 gallons -1,522.22
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons �0-00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
747297 Database Version 3.1 Date Printed: 11/30/2009 WUT Page 1 of 2

Waste Utiliz.- Table l ear 2 - -
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied -
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Rtield ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2 S7 Foreston 46.05 46.05 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 brig. 29 11.48 0.00 528.84 0.00
2 S7 Foreston 46.05 46.05 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 brig. 133 53.13 0.00 2,446.44 0.00
-0I S7 Foreston 1.16 1.16 Wheat,Grain 55 bu. 9/14/30 115 0 0 brig. 29 11.48 0.00 13.32 0.00
5A2 P-0I S7 Foreston 1.161 1.16 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 61.63 0.00
5A2 P-02 S7 Foreston 3.02 3.02 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 29 11.48 0.00 34.68 0.00
5A2 P-02 S7 Foreston 3.02 3.02 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 160.44 0.00
5A2 P-03 S7 Foreston 3.241 3.24 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 29 11.48 0.00 37.21 0.00
5A2 P-03 S7 Foreston 3.24 3.24 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 172.13 0.00
5A2 P-04 S7 Stallings 2.69 2.69 Wheat,Grain 50 bu. 9/14/30 96 0 0 Irrig. 24 9.59 0.00 25.79 0.00
5A2 P-04 S7 IStallings 2.69 2.69 Soybeans,Manured,Double Crop 32 bu. 4/1-9/15 124 0 0 Irrig. 124 49.53 0.00 133.24 0.00
Total Applied,1000 gallons 3,613.70
Total Produced,1000 gallons 3,114.72
Balance,1000 gallons 498.98
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
747297 Database Version 3.1 Date Printed: 11/30/2009 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
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
5A2 2 Foreston 0.50 1.0
5A2 P-01 Foreston 0.50 1.0
5A2 P-02 Foreston 0.50 1.0
5A2 P-03 Foreston *0.35 1.0
5A2 P-04 Stallings *0.35 1.0
747297 Database Version 3.1 Date Printed 11/30/2009 IAF Page 1 of I
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
J... Corn 120 bu 150 13.16 42.12 84.24 126.37
Hay 6 ton R.Y.E. 300 26.32 21.06 42.12 63.18
Soybean 40 bu 160 14.04 39.49 78.98 118.47
F7 -- ------------------------------- ---- --------------------------------- -------- - --- --- --- -- - --- - --- ------------------
747297 Database Version 3.1 Date Printed: 11-30-2009 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available W aste Storage Capacitv
Source Name Eq/1
wine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 180
Plan Year Month Available Storage Capacity(Days)
1 1 173
1 2 180
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 175
1 9 180
1 10 180
1 11 180
1 12 179
2 1 178
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 174
2 12 167
*Available Storage Capacity is calculated as of the end of each month.
-----------------------------...-.................... . - - - - - - -
747297 Database Version 3.1 Date Printed: 11-30-2009 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
---------------------------- --------------------- - - -- - - ------- -------- --- - -------------------- - --- -- -- ------- --------
747297 Database Version 3.1 Date Printed: 11/30/2009 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
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.
747297 Database Version 3.1 Date Printed: 11/30/2009 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.
----------------------------------- ---- --- - I - ------------- --- - .. -----
747297 Database Version 3.1 Date Printed: 11/30/2009 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-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
747297 Database Version 3.1 Date Printed: 11/30/2009 Specification Page 4

Crop Notes
The following crop note applies to field(s): P-04
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2, P-01, P-02,P-03
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 3040
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
747297 Database Version 3.1 Date Printed: 11-30-2009 Crop Note Page 1 of 3

The following crop note applies to field(s): P-04
Wheat: Coastal Plain, Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2, P-01,P-02,P-03
Wheat: Coastal Plain,Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area 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 total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): P-04
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------------- -------------------- - - -- -- ------------ - - -- -- - ------------- --- -------------------- - ------
747297 Database Version 3.1 Date Printed: 11-30-2009 Crop Note Page 2 of 3

The following crop note applies to field(s): 2, P-01,P-02, P-03
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 24 seed/row foot for 7-8" drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows.Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2"and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
-- - - ----- ------- - -
747297 Database Version 3.1 Date Printed: 11-30-2009 Crop Note Page 3 of 3

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• r
REINKE IRRIGATION SYSTEMS
•PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II Opt 57"
CASE NUMBER•: RP090743 DATE: 10 Mar 2009
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: TODD THIGPEN
NUMBER: 178624 SERIAL NUMBER: 309-42743-2060
NUMBER OF TOWERS: 4 NOZZLE FILES: R3000R
GAUGE PRESSURE: 63.0 PSI FRICTION C-FACTOR: 135
TOTAL SYSTEM FLOW: 450.0 GPM FULL CIRCLE GPM / ACRE: 8.8
TOTAL PIPE LENGTH: 745.0 FT COVERAGE WITHOUT GUN: 747.7 FT
END GUN TYPE: SR100 ADJ. END GUN RADIUS: 96.3 FT
SYSTEM MANUFACTURER: ReinkeE2
FT PIPE ID TIRE SIZE CENTER DRIVE
1 175F2060 SPAN 1, 179.3, 5.80 IN
3 175F2060 SPANS 2- 4, 175.0, 5.80 IN 16.9 x 24 25: 1
1 42GF OVERHANG, 40.8, 5.80 IN
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which' are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co. , Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.
RMCchart 2.00

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 2
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Mode. RegIn Req Del Model Plate SpNo.
1 6.6 PLUG
2 - 11 A PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 30.4 LB15 63.8 1.1 1.4 R3000 Red 1 #14 Lime
7 35.1 PLUG
8 39.9 PLUG
9 44.6 PLUG
10 49.4 19.0 LB15 63.6 1.5 1.6 R3000 Red 2 #15 Lime w/lav
11 54.1 PLUG
12 58.9 PLUG
13 63.6 PLUG
14 68.4' 19.0 LB15 63.4 1.7 1.8 R3000 Red 3 #16 Lavender
15 73.1 PLUG
16 77.9 PLUG
17 82.6 PLUG
18 87.4 19.0 LB15 63.3 2.1 2.0 R3000 Red 4 #17 Lvndr w/gra
19 92.1 PLUG
20 96.9 PLUG
21 101.6 PLUG
22 106.4 19.0 LB15 63.0 2.7 2.8 R3000 Red 5 #20 Turquoise
23 111.1 PLUG
24 115.9 PLUG
25 120.6 PLUG
26 125.4 19.0 LB15 62.9 3.0 3.0 R3000 Red 6 #21 Trqu w/yllw
27 130.1 PLUG
28 134.9 PLUG
29 139.6 PLUG
30 144.4 19.0 LB15 62.6 3.5 3.6 R3000 Red 7 #23 Yllw w/red
31 149.1 PLUG
32 153.9 PLUG
33 158.6 PLUG
34 163.4 19.0 LB15 62.4 4.3 4.2 R3000 Red 8 #25 Red w/white
35 168.1 PLUG
36 172.9 PLUG
179.3 TOWER NO. 1 INLINE PRESSURE: 59.0 PSI
37 181.6 PLUG
38 186.4 23.0 LB15 62.1 5.1 4.9 R3000 Red 9 #27 White w/blu
39 191.1 PLUG
40 195.9 PLUG
41 200.6 PLUG
42 205.4 19.0 LB15 61.8 5.1 5.3 R3000 Red 10 #28 Blue
43 210.1 PLUG
44 214.9 PLUG
45 219.6 PLUG
46 224.4 19.0 LB15 61.7 5.3 5.3 R3000 Red 11 #28 Blue

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 3
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Model• RegIn Req Del Model Plate SpNo.
47 229.1 PLUG
48 233.9 PLUG
49 238.6 PLUG
50 243.4 19.0 LB15 61.5 5.9 5.7 R3000 Red 12 #29 Blue w/brn
51 248.1 PLUG
52 252.9 PLUG
53 257.6 PLUG
54 262.4 19.0 LB15 61.2 6.6 6.4 R3000 Red 13 #31 Brwn w/orng
55 267.1 PLUG
56 271.9 PLUG
57 276.6 PLUG
58 281.4 19.0 LB15 * 60.9 6.9 6.9 R3000 Red 14 #32 Orange
59 286.1 PLUG
60 290.9 PLUG
61 295.6 PLUG
62 300.4 19.0 LB15 60.7 7.3 7.3 R3000 Red 15 #33 Ornge w/grn
63 305.1 PLUG
64 309.9 PLUG
65 314.6 PLUG
66 319.4 19.0 LB15 60.4 7.7 7.8 R3000 Red 16 #34 Drk Green
67 324.1 PLUG
68 328.9 PLUG
69 333.6 PLUG
70 338.4 19.0 LB15 59.9 9.1 9.2 R3000 Red 17 #37 Prpl w/blck
71 343.1 PLUG
72 347.9 PLUG
354.3 TOWER NO. 2 INLINE PRESSURE: 57.9 PSI
73 356.6 PLUG
74 361.4 23.0 LB15 59.5 9.5 9.7 R3000 Red 18 #38 Black
75 366.1 PLUG
76 370.9 PLUG
77 375.6 PLUG
78 380.4 19.0 LB15 59.6 9.1 9.2 R3000 Red 19 #37 Prpl w/blck
79 385.1 PLUG
80 389.9 PLUG
81 394.6 PLUG
82 399.4 19.0 LB15 59.3 9.6 9.7 R3000 Red 20 #38 Black
83 404.1 PLUG
84 408.9 PLUG
85 413.6 PLUG
86 418.4 19.0 LB15 59.0 10.0 10.2 R3000 Red 21 #39 Black w/trq
87 423.1 PLUG
88 '427.9 PLUG
89 432.6 PLUG
90 437.4 19.0 LB15 59.0 10.4 10.2 R3000 Red 22 #39 Black w/trq
91 442.1 PLUG
92 446.9 PLUG

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 4
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Model RegIn Req Del Model Plate SpNo.
93 451.6 PLUG
94 456-.4 19.0 LB15 59.1 9.9 9.7 R3000 Red 23 #38 Black
95 461.1 PLUG
96 465.9 PLUG
97 470.6 14.3 LB15 59.4 8.7 8.6 R3000 Red 24 #36 Purple
98 475.4 PLUG
99 480.1 PLUG
100 484.9 14.3 LB15 59.2 8.9 9.2 R3000 Red 25 #37 Prpl w/blck
101 489.6 PLUG
102 494.4 PLUG
103 499.1 14.3 LB15 59.3 8.8 8.6 R3000 Red 26 #36 Purple
104 503.9 PLUG
105 508.6 PLUG
106 513.4 14.3 LB15 59.5 8.0 7.8 R3000 Red 27 #34 Drk Green
107 518.1 PLUG
108 522.9 9.5 LB15 59.5 7.9 7.8 R3000 Red 28 #34 Drk Green
529.3 TOWER NO. 3 INLINE PRESSURE: 57.1 PSI '
109 531.6 PLUG
110 536.4 13.5 LB15 59.5 8.0 7.8 R3000 Red 29 #34 Drk Green
111 541.1 PLUG
112 545.9 9.5 LB15 59.7 6.8 6.9 R3000 Red 30 #32 Orange
113 550.6 PLUG
114 555.4 9.5 LB15 59.8 6.6 6.4 R3000 Red 31 #31 Brwn w/orng
115 560.1 PLUG
116 564.9 9.5 LB15 59.6 7.1 6.9 R3000 Red 32 #32 Orange
117 569.6 PLUG
118 574.4 9.5 LB15 59.6 7.1 6.9 R3000 Red 33 #32 Orange
119 579.1 PLUG
120 583.9 9.5 LB15 59.5 7.3 7.4 R3000 Red 34 #33 Ornge w/grn
121 588.6 PLUG
122 593.4 9.5 LB15 59.4 7.1 7.4 R3000 Red 35 #33 Ornge w/grn
123 598.1 PLUG
124 602.9 9.5 LB15 59.5 7.1 6.9 R3000 Red 36 #32 Orange
125 607.6 PLUG
126 612.4 9.5 LB15 59.3 7.6 7.8 R3000 Red 37 #34 Drk Green
127 617.1 PLUG
128 621.9 9.5 LB15 59.4 7.4 7.4 R3000 Red 38 #33 Ornge w/grn
129 626.6 PLUG
130 631.4 9.5 LB15 59.2 7.7 7.8 R3000 Red 39 #34 Drk Green
131 636.1 PLUG
132 640.9 9.5 LB15 59.2 7.7 7.8 R3000 Red 40 #34 Drk Green
133 645.6 PLUG
134 650.4 9.5 LB15 59.2 7.8 7.8 R3000 Red 41 #34 Drk Green
135 655.1 PLUG
136 659.9 9.5 LB15 59.0 8.0 8.2 R3000 Red 42 #35 Green w/prp
137 664.6 PLUG
138 669.4 9.5 LB15 59.2 7.9 7.8 R3000 Red 43 #34 Drk Green

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 5
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Model RegIn Req Del Model Plate SpNo.
139 674.1 PLUG
140 678:9 9.5 LB15 59.0 8.4 8.2 R3000 Red 44 #35 Green w/prp
141 683.6 PLUG
142 688.4 9.5 LB15 58.9 8.5 8.6 R3000 Red 45 #36 Purple
143 693.1 PLUG
144 697.9 9.5 LB15 59.1 7.7 7.8 R3000 Red 46 #34 Drk Green
704.3 TOWER NO. 4 INLINE PRESSURE: 56.8 PSI
145 705.9 8.0 LB15 59.1 7.8 7.8 R3000 Red 47 #34 Drk Green
146 710.6 PLUG
147 715.4 9.5 LB15 ' 58.9 8.7 8.6 R3000 Red 48 #36 Purple
148 720.1 PLUG
149 724.9 9.5 LB15 58.8 8.5 8.6 R3000 Red 49 #36 Purple
150 729.2 PLUG
151 733.5 8.7 LB15 59.1 8.0 7.8 R3000 Red 50 #34 Drk Green
152 737:9 PLUG
153 742.2 8.7 LB15 58.5 9.5 9.7 R3000 Red 51 #38 Black
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 170°)
745.0 55.9 94..6 92.0 SR100 .65"
END GUN VALVE (TYPE: 2 INCH BALL) PRESSURE LOSS: 0.8 PSI
SYSTEM INLINE END PRESSURE: 54.6 PSI, INCLUDING 5 FT INCREASE IN ELEVATION
TOTAL GPM DELIVERED: 450.2
SPRINKLER SPACING LIMITS HAVE BEEN EXTENDED AT SOME OF THE TOWERS.
51 MOUNTING ASSEMBLIES: First outlet= 6, Last outlet= 153
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.33 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.33 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 6
-------------------- NOZZLE SELECTION VERIFICATION
SPAN # 1 2 3 4 OH+EG
ACRE 2.3 6.7 11.2 15.6 15.3
GPM REQ. 19.8 59.0 100.8 135.8 137.1
GPM DEL. . 20.2 -.58.9 100.8 135.7 134.5
----- ----- ----- ----- -----
% DEV. 2% -0% -0% -0% -2%
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI In x Out ID
----------------------------------------- ---------------------------------
R3000R Rotator Red 1- 51 8F34 LB15 LO 15 F x ST 7678

RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 7
----------------- WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH I I I I I I I I
(IN) 10.08 10.25 ( 0.50 10.75 11.00 1 1.25 11.50 1
------------------I-------I-------I-------I-------I-------I-------I-------I
% TIMER SETTING 1100 I 32 ( 16 I 11 1 8 ( 6 1 5 1
------------------I-------I-------I-------I-------I-------I-------I-------I
REVOLUTION TIME I 4HRS 113HRS ( 26HRS ( 39HRS 151HRS 164HRS 177HRS
GROUND SPEED AT 100% TIMER SETTING:18.05 FT/MIN
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz. '
Loaded radius of tires is 24.7 IN.

f
RP090743 10 Mar 2009 ReinkeE2, 4 TOWER, 450 GPM, 63 PSI PAGE 8
-PART NUMBER AND SHIPPING SUMMARY-
SHIP SYSTEM
PART NO. QTY QTY DESCRIPTION
113589- 1 1 .65" 10OTB E.G.NOZ
113623 51 51 D6 PLATE-12-RED#8839
113848 51 51 REG 15# LF BT 3/4ST
113861 51 51 BODY-R/S-3000-NEL #9412
113862 51 51 CAP/MTR-R3000-BLUE-#9539
113886 1 1 #14 3TN NOZ LIME
113887 1 1 #15 3TN NOZ LIME/LAV
113888 1 1 #16 3TN NOZ LAVENDER
113889 1 1 #17 3TN NOZ LAV/GRAY
113892 1 1 #20 3TN NOZ TURQUOISE
113893 1 1 #'21 3TN NOZ TURQ/YELLOW
113895 1 1 #23 3TN'NOZ YELLOW/RED
113897 1 1 #25 3TN NOZ RED/WHITE
113899 1 1 #27 3TN NOZ WHITE/BLUE
113900 2 2 #28 3TN NOZ BLUE
113901. 1 1 #29 3TN NOZ BLUE/BROWN
113903 2 2 #31 3TN NOZ DK.BROWN/ORG
113904 5 5 #32 3TN NOZ ORANGE
113905 4 4 #33 3TN NOZ ORG/DK.GREEN
113906 12 12 #34 3TN NOZ DARK GREEN
113907 2 2 #35 3TN NOZ GREEN/PURPLE
113908 5 5 #36 3TN NOZ PURPLE
113909 3 3 #37 3TN NOZ PURPLE/BLACK
113910 4 4 #38 3TN NOZ BLACK
113911 2 2 #39 3TN NOZ BLACK/TRQUSE
CASE NUMBER: RP090743 DATE: 10 Mar 2009
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: TODD THIGPEN
NUMBER: 178624 SERIAL NUMBER: 309-42743-2060

RP0'90743 10 Mar 2009 Sprinkler Package Installation Guide Page Al
DEALER: RAM" IRRIGATION CUSTOMER HAM: TODD THIGPEN GAUGE PRESSURE: 63.0 PSI
N MBER: 178624 SERIAL. NUMBER: 309-42743-2060 TOTAL SYSTEM FLOW: 450.0 GPI
TOTAL PIPE LENGTH: 745.0 FT
Notes Length Summary
*If a FxF or MkM weight is used, its length has been deducted from the total drop length.* Length: Quantity
Nozzle size calculations are based on no arch and constant drop lengths. 84: 10
Length of drop component indicated by '(Vari Len.)' are in 'in' 90: it
Sprinkler ground clearance 72 in; Height to pipe at tower 157 in 96: 10
Data source file ReinkeE2;• selection'Lengths for Steel, PVC, or Plastic drops' 102: 20
MOUNTING ASSEMBLIES: Model Sprinkler Plate Regulator Flow Duty PSI Outlet
a- Hose Drop w/MxHB U-pipe A= R3000R Rotator Red LB15 LO 15 F x ST
U-PIPE- 3/41Male x H.Barb Galv
Flex Hose Drop Vari Len
Standard Tee
Standard Regulator
8 17 26 102 41 #K34
TOWER NO. 0,ID=5.80 9 18 102 22 #39 27
1 10 96 11 #28 19 28 96 42 #135
2 11 20 29
3 12 21 30 96 43 #34
4 13 22 102 23 #38 31
5 14 102 12 #29 23 32 90 44 M5
6 908 1A#14 LB15 16 24 33
7 16 25 102 24 #36 34 90 45 #R36
8 17 26 35
9 18 102 13 #K31 27 36 84 46 #342 #15 19 28 96 25 #37
TOWER NO. 4,ID=5.80 OVERHANG
12 20 29 1 84 47 ##34
13 21 30 2
14 102 3 #16 22 102 14 #32 31 90 26 #36 3 84 48 #36
15 23 32 4
16 24 33 5 84 49 #K36
17 25 34 90 27 #34 6
18 102 4 #17 26 102 15033 35 7 84 60 #34
19 27 36 84 28 #34 8
20 28 TOWER NO. 3,ID=5.80 9 84 51 #K38
21 29 1 END GUN TYPE:SR100.W
22 102 5 #20 30 96 16 #34 2 84 29 #34
31 3
23 32 4 90 30 #32
24 335
25 26 102 6 #21 34 90 17 437 6 SD 31 #q1
27 35 7
28 36 8 96 32 #32
29 TOWER NO. 2,ID=6.80 9
30 96 7 #23 1 10 96 33 #32
31 2 84 18 438 11
32 3 12 102 34 #R33
33 4 13
34 90 8 #26 5 14 102 35 #33
35 6 90 19 $37 15
36 7 16 102 36 #32
8 17
TOWER NO. 1,ID=5.80 9 18 102 37 #K34
1 10 96 20 #38 19
2 84 9 #27 11 20 102 38 #33
r' ' 12 21
5 13 22 102 39 #34
6 90 10 028 14 102 21 039 23
7 15 24 102 40 #34
16 26

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Tr CROCKETT IRRIGATION, INC, • P,O.BOX 390 • WILLIAMSTON, NORTH CAROLINA 27892 • 919-792-3121
MERVIN THIGPEN
WATCHOVER YA FARMS
128 KIRBY THIGPEN RD
PINK HILL NC 28527
H: [phone]/F: 324-1297
SPRINKLER SR-150 GUN, .9 TAPER BORE NOZZLE; 80 PSI, 210 GPM, 335' DIAMETER
SPACING 335 X 72% = 241; USE 240'
APPLICATION 96.3 x 210 20223 360
RATE 3.1 .9x1 7.5 71358.2� 28 x 330 = 31
TRAVEL 1.605 x 210 337.05 _ 4.53' PER MINUTE
SPEED 240 x Tl- 74.4
TDH 2160' PR-200 6" PVC PIPE @ 420 GPM, .52 PER 100' 11.23
240' PR-200 6" PVC PIPE @ 210 GPM, .13 PER 100' .31
6" CHECK VALVE @ 420 GPM .5
10' ELEVATION INCLUDING RISER HEIGHT 4.33
6' SUCTION LIFT 2.6
r 965' x 3" HOSE @ 210 GPM, 4.43 PER 100' 42.75
SPRINKLER PSI 80.0
141-.81
5% MISCELLANEOUS LOSS 7.09
148.9 PSI OR
343.96 FT HD
V,LOCIT, 420 GPM 420 = 4.76'
2. 5 6 Z 88.2
HORSEPOWER 420 x 343.96 144463.2 62.9 = 83.87 HP
3960 x .58 22�F . 55
NPSHA 33.03 - (.69 + 6 + 9) = 17.34
PUMP 64B2 GORMAN-RUPP; 2400 RPM, 150 PSi, .58 EFFICIENCY, 420 GPM
PIPE AND PVC IS SDR-21, PR-200. FITTINGS ARE CL200 AND
FITTINGS EPDXY-COATED STEEL
VERN PARKER 3/10/99

W�;J 1°crrr�j__LS
iT410
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EXHIHfr D-2
TABLE 2 - Traveling Irrigation Gun Settings MERVIN THIGPEN/WATCHOVER YA. FARMS
Make,Model and Type of Equipment: HOBBS P1030 965'x3" HOSE; SR-150 GW, .9 T NOZ: 80 PSI, 210 GPM, 225' DIAbffi R
EQUIPMENT SEf77NGS
Feld Nel Tnvd Applimm TRAVELLANH Wetted Nozzle opeming opening
sad speed Rue E8'eaive Effmive Dimnew Diuneer Premre Prc m Are
Hydam Not (win) 0whr) Width(R) Lmah 0t) (feet) (inches) (a Gun(psi) 0 Reel(psi) P2uem.3 camneau
T5AL�, 1 250 100 335' .9 1 80 122.75 I o 90, 21 1 360 I I � 1 3.1.46 46
_
5v w 3 240 I 400
GOB. 4 I 02
3 24
I 280 �� 1 " 3.23
v, 51 " 800 I I 6.21
61 )&n cm 1 I 5.64
71 240
81 1 1 240 740 4.65
Kv^ 91 240 620 I 3.99
20 101 240 5L0 I I I I 3.44
/20 ,., 1 250 5ZU I „ „
60., 1 250 300 " I 2:61
zci - 24U 530 " I 3.49
A0^' 1 240 I 4.54
d 1 240 I __6AQ 4.1
O,— 16 250 I 330 I " 2.78
62.3 W;TIED AcREs
See attached map.
Show separate entries for each hydrant location in each field.
)Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(taro thirds), li(half circle),T(one third),Q(one quarter).
May also use degrees of arc
NRCS, NC
NNE, 1996

t
EXI SIT D4
MERVIN THIGPEN
TABLE 4 - Irrigation System Specifications WATCHOVER YA FARM
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 210
perating Pressure at Pump(psi) 148.9
Design Precipitation Rate(in/hr) .31
Hose Length(feet) 965' x 3' XXXXXXXX
Type of Speed Compensation ,TECHANICAL XXXXXXXX
Pump Type(PTO, Engine,Electric) ENGINE
Pump Power Requirement(hp) 83.87
TABLE S - Thrust Block Specifications'
Designer may provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bend 6" 6.5
Dead End
Tee 6" 4.5
450 BEND 6" 3.5
See USDA-MRCS Field Office'reciuiical Guide,Section 1V,Practice Code 430-DD.
USE 1200 FOR SOIL—BEARING STRENGTH
NRCS, NC
JUNE, 1996

TRAVELP.. SYSTEM
Narrative ofk7 gattalT System-QReratiort
Describe the operation of thesystenr in the space provided befow or orr a.siniilarsheet most convinient to the designedsi pp ier.
Include procedures such as start-up, strut-dowrr.winten=orr and reguiar maintenmm of,ail equipment
Az:F= S= OF FILL L= SLOWLY UNTIL AIR IS PURGM FROM
SYSTEM.. AS'TEEE NOZZLE' DISQL4RGE IS FREE OF AIR, SLOWLY
�E PUMP PSZ TO ABpO't• 138 PSr..
MAKE• SORE TO DRAIN PUMP DURING WEA=
i
I
Imgation Parameters
accaer issS USDA;.tRCS
Pager' ,Nann c4rwina

1;=hT D-2
TABLE 2 Traveling Irrigation Gun Settings MERVIN THIGPENNATCHOVER YA FAR14S
Make,Modei and Typeof Equipment: HOBBS P1030 965'x3" HOSE; SR-150 GUN, .9 T NOZ: 80 PSI, 210 GPM, 225' DL41. l'ER
EQUIPMENT SETTINGS
Feld Nol Travel Appfiadoa TRAVEL LANE Wetted Nozzle operating operating
and Speed Rasa Efrective Effective Diameter Diameter Ptesaure Pressure Arc
Hvdratt NO2 (fthnin) Ombr) Width(ft) Length(R) (feet) I (inches) Gun(psi) Q Reel(psi) Pattern3 Ca"Vr.=U
11 4 to U— .31 —7250 ( 100 335' 1 .9 80 122.75 I330o 1.16 ACRES
2 240I 360 of I ,. It I ,. it I 3.02
3 240 I 400 It of
I It of IitI 3924
41 I 280 ofItI It r• 2.69
5 800 5.67
7 ,. 240 860 �• I , ,• I .. I ,. ,•
5-31
8 to it 240 { 740 If ,. it 4.65
9 to of 240 I 620 ( of it ,. it 3.99
1 ,. if 240 520 t. I1. 3.44
11 of 250 520
I to I t. I of it it 4.03
1 ,. of 250 300 it �• of it 2.31
1 of of 240 530 I. ,• I ., Iof it 3.49
1 I• f• 24 720 it itI ,. I of I
of 4.54
1 It to 240 to it to o. to 4.1
id of of 250 I 330 I to .. it to
„ 2.48
I I I 5 9.761&= kMS
IT--
See � I I
I i I I I
h attached map.
'Show separate entries for each hydrant location in each licid.
3Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds), H(lialf circle),T(one third),Q(one quarter).
May also use degrees of arc.
ARCS, NC
RUNE, 1996

TRAVEI SYSTO
Narrative ofIrrtgatiart System Cperation
Describe the operation of the systesri in the span~provided bmlow or orr a.simuar shut most convinient to the deziperisuoplier.
Include procedures suG'r as start-gyp, shut-dawm winterizzrioa and ce?uiar maintenance of ail equiprcie.-rt
AZ FIRST STARZ UP FILL L= SLOWLY UN= AM IS PURGED MOM
SYS=.. AS THE NOZZLE DISCMGE IS FREE OF' AIlI, SLOWLY
PUMP PSI: M ABOUT 138 PSI..
MARE SURE TO DRAM, PUrP DURING FtZ WEATM I
TO P 0 ERATE BOTH P1030 TRAVELERS WITH .9 T NOZZLE AT ONCE, I
THE OPERATOR SHOULD START ON TRAVELER ON T1 AND THE OTHER
w
TRAVELER ON Tll AND MOVE THE TRAVELER TO EACH ADJACENT LANE.
IF OPERATING IN T5A2 ONLy, ONE TRAVELER SHOULD OPERATE-
ON Tll AND THE OTHER TRAVELER ON T5. MOVE EACH TRAVELER
TO THE NEXT ADJACENT PULL T11 TO T10, T5 TO T6, ETC.
WHEN OPERATING ONE TRAVELER IN EACH FIELD THIS WILL
DROP THE PUMP PSI TO 142 PSI. i
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IrtTgatton PW=etars
oc;obet 1995 page-7 !1artts c.:rotirsa

GEN IjRAL ENT- U T S C 0 , Di C
2316 GRAND
CARTHAGE, M-0 64336
CALL TOLL FREE 1 -800-641 -4552
Helpful Facts For Irri ation Engineering
P g
One Cubic Foot = 7.48 Gallons
One PSI = 2.31 FT/HD
FAUD=- 2.31 w PSI
PSI x 2.31 = FT/HD
One Acre = 43.560 S Feet
Square
One Acre Inch = 27,154 Gallons dD p
One Acre Inch Per Hour = 452.6 GPM
One Acre Foot = 325,850 Gallons
3�
One Inch = 2.54 Centimetec�rss
One Meter = 3.28 FT or 39.27 Inches
One Mile = 5,280 FT or 1.61 KM
One GPM = .06309 Legs Per Second
One Liter/Second = 15.81 GPM s
Friction Loss In Feet Of Head For 100 Feet of
Gallons
AI Pipe With Couplets
Per Pressure
N mute Units4" OD 5" OD 6" OD 7" OD 8" OD 100'CAD
100 Ft. 0.81 0.28
200 Ft. 3.01 1.02 0.42
300 Ft. 6.61 2.24 0.92 0.42
400 Ft. 10.21 3.69 1.50 0.72 0.37
500 Ft. 15.3 5.20 2.19 0.99 0.55 0.18
600 Ft. 21.8 7.60 3.19 1.48 0.79 0.25
700 Ft. 10.52 4.13 1.89 1.04 0.35
800 Ft. 12.5 5.29 2.40 1.27 0.42
900 Ft. 15.7 6.59 3.05 1.57 0.53
1000 Ft. 19.1 7.95 3.69 1.89 0.65
}
POW
Tear Across This Line And Return To GICI
Please Send Information On New Slurry Products
0 Would Use CO-OP Advertising If Offered j
1 7.7 . . • 0-0 ... -ww • • .• w . w

Ne'uhoff- .
inc: 1706 WvocfititrTd 17r.
Grecrn-ffle, NC 21858
' .. . • 19191756.2421
Avillual Wnslc Nfillingclticllt 1'lnrl
& Fi Ci ilily 1)cslglt
Contrnct Grower Vl q I G P6N
I�Ilrm Description 3�3L,d ,6o peg—no rlmtsm
1'tlrltl ��OCAtI(ttl �FF SR /2 37, L-IjA t. .ONES
0c' -vt4-n I�Lew CoK�Yt�'�-/Ne
Ne-
n0-.rs"'Pe Sys
weslan's I,9nd1rarhig
W Al Tailor Rd.
RldthoO r,NC 24174
324-3044
Kevin Weston-Uwuh-

a
r •
r•
Operator s_MY_� __1LfLG.P_ N-__--
Please review the attached plan and specifications
carefully. Retain this copy for your use and records. It is
important that everyone; you, your Contractor, and 8c*il
Conservation Ser-vir_r personnel , t..Merst<awl what is es;pected so
that final construction meets plart and specifications.
The 'actual amr-m.tn t of material regt..t i r ed for pads and dike
may vary from the estimates. The design will attempt to
balance cuts and fills as cl.or;ta As possible. If' addi tionnl
material is required after construction is complote on lagoon,
the contr ac tar and owner w i 1 1 nego t i ate on the p►-J.r_a anti
locAtion of the horVow area.
Design Requirement : [v971//Z_c Lt .ft .
Estimate of E::cavatiori: 7L_1Z5_r_t.t.ft . -_�t �.� w_au.yds:
Estimate of Pad & Dike: __-7JFZ. ct.t. ft . -- 21o.Lcu.yds.
---
Estimate of Compacte(:i
Clay Pact-fill : _jr) ro -«.t.f tc u.yds.
Cut:Fill Ratio: _Zy_:_G___
Job C l 6sr: _ -=---
Additional Notes: ., �rin��er �_oF:_.. X._�!4yi9T/�

i ;IGD HOGS!-X==75/6,�. `:X ' r-cwr^rb. _ _.. . .. :.tls (.Oo 1►VF...:1s9.t:[bi3rr:_: : ::: : .ZS,4"1?I_: ���- --- --- =:-�- _ r---_--
Sr x
S.
L•�1� - - wt'^AV6.::�p'X:.ITa: .�:' _"Ar.1XIA:_---_—a—_-- _ •—..
rr
--.._ . ._.__f$RAIN::=.EYAP�P.FfIDN-_�-�:��'_'-� •—-� -�---- �---:_: - ._: ..: ._.::�`r�:.��: �__..._:..:_�-_^_.^.._,:� =_-Y�s Z�.1 .�t;��..:-• ___.Z�Z�L:��— �Y,_
t-
- -- =4. . Y �.1,7,Z93 : �. . . . _- -.At= A✓G. Z1f!'�C_a03 :_
'�h• .. z> X_I?rf:S`�C y' : _ZZ_7�73q._ :: -- -- --------:--
zi
_ AVAR
{-• .. __ LGiZMAfVGI�'1��-1����i.-..ttyn�lfldl�fc�i - - - _ - _ ._ _` �- -_-------- ---Y-----.---_._•-- -`------
- (` eK'. : ._ : :.--- .-- :. owta,aats _No. SbuoG�: oR,tc.E..` -:- .- -- _��•: - --:_-- : �:_.
t . _ .. .. - -- -��� .5'LUD(.E •rdi�L 3�. �F�OVQD •�15 NODE -- -- _. -- - _._ _---.-- -- • = F-----
_. •._-. _:.�►!�':�:�1e�3�4►�._:�^_. � � .. _- -- _ --- - 1�1iN• �UIRFsD---�J►'fHEll'f�'1/dGWrtE - -- •— _:�-� �3�1,(aoo-.=C�,f�-- ------�--- .�_�_ ,
flgS,TY3- x:T-•,11. =. 3l;Stifo. S -
-- --- --.----..—.-- - - s � Z �o �:YD�.�+ �:: . . . -- -�' •B�G�_=cam fl_"' __. __
:toil.
_ Al " E4FY. S i. :�SfA1�f_?t11+P�1vG) YOGIIME_rS: ..- -- .. :%D
cy
NiP
f.. 17t - 31/,1&4T.
SfDiQCIIL16LL - • _ �OL,4?S• fi/-.cu.Af, r_- - — : :_ _:.. ' _____—__. _—.
_ . ..——...__... _... .._. •------�-. __..-._ .. _. .. ._ •--- ... .._ . _..._. _ . . _. . . -- -• -. ._ _..-- -... ./yam

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,� OPERMTION AND M�JN[EAANCE PLAN '
` .
This lagoon is desirpiel for wastc- with
mln1mum ndor contrnl . 111e timn rnqi'irp'| for the plenned fluid 1pvel
to b" reached + temnnl ary ma . very du n
flu"rhlnq npermtion-�; and the
system.
The designed 8 months temporcory storage�xcesse is aii estimated v"lvme
�as�d on n 1 Y waste from animals; P> rainf�l l artol
ew-Aporation; mncl 3) the l'lrgest E!4 hour (nne day) rain�al l that
o(*curr, on t he averege o nce eve1y 25 yoars . The vnlum f
via sf:e n e r a t e d frnm a iv� numbeI nf nimals will be fairly
constant throughout the year and from year t r . ThiS
estimate is based n 7 ii ich or excess rainfal l which is
V-qual t.o or exceeds the highest 8 in e yea- r .
Thf.! ever�gtn. annual excess ralnf ] l ir. imatbly 8 inchee.
' Therefore, an average of 8 inch -, of excess rainraI l wi l l '
need to be pumped each year . Thf,.� 25 y�ar� r�in�all wi l l nnt �«r a
' factor to conSHer in an an11L. al pumping cycler but th�s
vn%nm -, must always be mvailable. 0 maximum elevatton is
' �eterm�ned �m *�ac� �e»s� gn to begin pomping �nd this iS Usually
the outlet invert of pipe(t ) from hui lding<s} . If t1le outlo�t .
l i not lhsta}led n�� �he e] �vatinn to begi `� pumping a
p pr� s ,
permanent m�rker must be installed on 4115. omlPvmtion to
lnd Ic�te �h en pumpIng mhno] d begio. An elevation mm�t be
established to stop pumping to maintain minimum treatment depth
� �8 fr%ety . Pumping can b� s\tarted ur �tnppe�d any time betw�en
thes6m two elevations for operatimg convenippnce as s-1te
conditions permit 0--leather , soi l�, crnp , alld equipment to applY
waste without runoff or leaching ) .
' Land applicetkon of waste water is rpcoqnized �s en accept�ble
mpthod of disposal " Method� of "np� icatimn include Sq] id set ,
center pivot . gnns, and travel ing gun i rrigat) on. Care sliould
be taknn When applying w�s�e to prevent � unoff from the f�eld
or dpmagf-I to crop�.
'�e fnl lowing item's mrF.-� to be carri ed m1t :
Y . It is Strongly tha U'e he pre-
chargrd to 1/2 its capacity to prrvent r�rcessive odurs dmring
start-up the of tlie. ini tial
was�e entering the Iagono' therehy r,rducil`g odnrs . So i.ds
should be coverpd with er'fluent at all. times. When
pre-charging is completed , f]usil boi ldings with recycled lagomn
l��uld. FrOsh be used fnr flushing after
initlml fi I I1ng.
.
E. The attached 'astP fo1lovved.
This plan rcycommend� samplin�j and testing of (see
Ott�chmer,t y9) bepfnre land -;npl icmtion.
�
' ���

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y .
�
./,
�
3. Bpgin pump-out of t/1 l
tinn 59 30 e 1g"»n t) I
when the fj ij . . as mmrked by perma``ent morkers . Stop pump-out
fluid depthois z�veltrr�aches e/Jevation 49.00 nr befnre
favoral,le b t �ess nan * feCt deep ( this prev��ts th�p lnSs of
eto t ec eria� . ll)e dr»sign tempor�ry storegr lesS 2�� year
rm s 18B3q4 cubic feet nr 1259138 l '
bnefort th i s � 2 ga �ons^ As sta te�d
' o ume will ,ary cm�siderab]y �rnm year tn ymmr .
4. recommended i '
and th max mum amount tnirriga�lon is one
�nches per houre recommendvd maximum applic�tjon rate
�. K�np vegetatjon 0`1 e IT)
ban|'m� k i
mowed a,n�ual �y. � getat � onar�as a'(�arpnt �» N`e l ��onn
ma�ntain a v� ,= //e re�tilized as nee�ed tn -
. gorons stand.
`
6. Rp�p�ir any eroded arpas nr ar�as damaged hy rodents and
establtsh in . vegetstion. '
7. Mll su �r ace rnnoVf is to he bl dtver��d frum t|�e lagoun t
s�ee nu�le�s o
.
(�
8. keep a m i ni mum of 1 00 fee t crop l and buffier or 2�� feet of
veqestated buffer- around w�st� ntilization fjo�lds p ti l lgra��
to pn1xJs, lake�, streams, open �itches �tr D ' ar cu �r y adj�cent
30O feet o1= R residence or withtn 100 ' t ^ f n not Y�ump within
Tee q a well . '
9, The Clean a W �er ���t of 1977 pro|�tbits the di�charge of
pol �ut�ntr into waters oI the United States The Department of '
Environmp*nt , Ilea and Natural R ' ^
, esnurces� Divi�i�n nf Environ
mental Manag�ment
, �e respons�h� lity fnr en�orcing this law.
NOTESo .
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SEEDIN8 RECOHMENDA[lO1JS . .
,
.
AREA TO BE SEEDED:'
: 0 �� ACRES '
� .
USE T|IE SEED INDI(.,'0lED:
0.t.-) LBS. FESCUE 0R4-)SS @ 80 LBS. PER ACRE
(BEST SUI7ED OR MOIST SOIL CONDlT}ONS)
SEEDING D#TFt-,: E E 1 T J� DVEMBER 30
0.0 �-BS. "PENSACOLM" BMHl# GRAqS @ 4A LBq. PER ACRE '
(SEE F081UU |E NUMBER 1 )
SEED2iJB DAl ES: MAR- CH 15 TO JUNE 30
4 .0 LBS. HULLED BERMUD# BRMSS B LDS. PER ACRE .
(SUITED FOR M031" 90I1... ('.-01-11)1TI0NS) .
SEEDING DATES: APRlL I TO JULY 31 .
0.0 LB8. RYE GROIN @ 30 LB9. PFR ACRE MURSERY FOR FESCUE)
20.0 LBS. RYE GRASS 40 LBS. PER ACRE (JEMPORMRY VEGET#tYON)
'SEEDU|8 DA*l ES; SErTEMnER 1 TO MARCH 30
.
LBS. _.....__________________________�__
APPLY 1|1E FOLLOW IN8 x
� 500 LDS. OF 10-1(`-1 0 FERT lL IZER ( 1000 LBS. PER ACRE)
1 .0 TONS. OF DOLOUITTC LIUE (2 lUNS PER AC[�E�
50 BALES OF SMALL GRAIN S7RAH ( ]00 BALEG PER 0CRE�
ALL 81-IRFACE DRAINS SHOULD BE lNS7#L' ED PRlOR lO qBE| IM8" SHMP' ALL '
DISTURBED ARtAS IMMEDIATELY MFTER EARlHM0VIN8 IS COMPLETED. #PPLY
LIME AND FERT%LIZER, THEN DIS|( TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED,
8EE� �4MD FIRM SEEDBED WITH A CULTIPACKER OR' BIM%l-��R EQL;I�,MENT"
A�PLY
'. Y MULCH AND SECURE W IT|{ A MULCH MNCHOR ING ?0jL OR NETTING.
1 ^ PENSACOLA BAHIA GRASG l8 SLOWE| 7O ESF#BLISH 7RAM COMMON
BERMUDM BRhSS. WHEN U91118 BMHlA, IT IS RECOMI'1E11)ED THOT 8
LBS. PER ACRE or.-., COMMON BERMUDM RE INCLUDED TO PROVIDE COVER
UNTIL B01-1IAGRW3S IS' EST#BLlS|fED.
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SPECIFICATIONS FOR CONSTRUCTlON OF WAqrE TRE�\TMENT LAGOONS
-----------
CLEAR J NO: .
011 trene and brush be remnved from the construction area
before-., any excavating or fill is Stumps will be
remc vpd wi th i r» the �rea of the fnund�t i�n nf the em�ankment �nd .
fill sreas mnd all ���cava��d arr��. 8ll stumps and roo�� �xc�e�ing
one tnch ln die Ill eter shall He removed to m minimum depth C.
' one ( 1 ) foot " SatiS.;factory disposon wi be made of al '
debris. The foundation �re- s���l1 be loosened thPro��gM�� be�ore
placement of embankment mat rim3. . LagooI I sike (and p�-.Ad sitp- iF '
needed) tn be stripped of topsni ] (3" ) and stockpiled for use nn dike
mn� �a� slop�s (2-3" ) . The tnpsoii1nq quantity � s in excess of
mmomunts Specifled on
�ut-off Trench :
' A cut-off trench (when as shown in
the plmn�.
Con�truct.1nn:
� Constroction C. excavmted a1.1d oarthfill areas S7!h�ll be perform d
to the n�at I ines and graden as planned . Devjations from thts wkl ]
requ i re prior appr � v�l of thp GCS. Ear th�i l l sha l l be p l mced in
of 6" lifts and nnt placed in wat,�r . Cnmp�rtinn
sh�� l be performe� by the con�tructton equipm�nt 'or' she��ps-foot roller
during placemner�t . The embankment of the l��oon ghall �ep installe�
us�ng ��e more imp' rv�ous materiml� . Co��structton of ft % 1 '
heights shall include ten ( 10) p�rcent for settlement . Tm '
unsuitabile material
encouvitereTI they will ne-od to be Lnzcavated
b
ma or special considerations. Precautions
should be taken �uring constructlon tn provpnt �xcessi^,e erosion '
and sedimentation.
.......... ... ...........��������������������������
Veget�tion: .
All� expo�ed n�mben�ment and o ther ��are constrnc ted' art-ins' sh�1 l be
seeded to the planned type of v�(.: �tation as 51oon as posslble
after cnnstructior` A)ccnrding to npecificationsv sheet .
.
�

open
IJb
2,3
hop
43
MCA
top
13
if PSCLTM-Dr�--
Im
1i - ___♦ ` F. � � � ----`—•—Y-= ---_•_-�.�r `�—_,._ � _'j-w�-��-for--�7!��v7[7�.eT�'���IIV/_i+ dam
---.. � -- - ,- � _.� �•. ----_� _ __- ._:- ---------•_- _... ---e3IL":-S�R�;�7kf�l�:�iTI�=�-�VG.ERE�A�1�S
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| 100 | IC 7 | 0.0
53 3x1 3: 1 72 .0 | M. 1 637.0
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SEEDING SPECIFICATIONS » © w \ ©
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m .as FERTILIZER
10. 0 « aOr DOLOMITICLIMESTONE . <
� 400 BALES OF SMALL GRAIN STRAW
USE mz SEED MIXTURE
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i . mo LBS. FESCUE GRASS
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20 :83, WEEPING LOVE GRASG ?
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EMERGENCY ACTION PLAN
PHOT%M,W1 TMRER 4
DWQ 9iQ -595•
EMERGENCY MANAGEMENT SYSTEM 10 ^ 3 - O
SWCD QI0-"5.4•4`T Z 1y4 3
MRCS 910 -4zS'- FYjjt c3
This plan will be implemented in the event that wastes from your operation are
leaking, overflowing,or running off site. You should not wait until wastes reach
surface waters or leave your property to consider that you have a problem. You
should make every effort to ensure that this does not happen. This plan should be
posted in an accessible location for all employees at the facility. The following are
some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house,flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump,and pump back to the lagoon.
b. If holes are caused by burrowing animals,trap or remove animals and
fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills, or property
damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office;Phone - - . After hours, emergency number:
919-733-3942. Your phone call should include: your name, facility, telephone
number, the details of the incident from item 2 above,the exact location of the
facility,the location or direction of movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number -
and local NRCS office for advice/technical assistance phone number -
2 December 18, 1996

4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize
off-site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon(MRCS, Consulting
Engineer, etc.
a. Name: 0� r •—
b. Phone: !J 1 y • 455 414 7 a-%
7. Implement procedures as advised by DWQ and technical assistance agencies
to rectify the damage,repair the system,and reassess the waste management
plan to keep problems with release of wastes from happening again.
3 December 1811996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Soeciflc Practices
Farmstead • Swine Production Vegetative or wooded buffers;
Recommended best management practices;
Q� Good judgement and common sense
Animal body surfaces • Dirtv manure-covered animals O Dry floors
Floor surfaces • Wet manure-covered floors ff"'Slotted floors;
W Waterers located over slotted floors;
O Feeders at high end of solid floors;
e Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
• Dust Gl "'Efficient air movement
Indoor surfaces • Dust M**Washdown between groups of animals;
O Feed additives;
eed covers;
Feed delivery downspout ut extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMP9 to Minimize Odor Site Specific Practices
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; Proper lagoon liquid capacity:
• Biological mixing; G)"' Correct lagoon startup procedures:
• Agitation O Minimum surface area-to-volume ratio:
O Minimum agitation when pumping:
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; N� Irrieate on dry days with little or no wind:
nozzles • Wind drift O""' Minimum recommended ooeratine pressure:
600000'Pump intake near lagoon liquid surface:
O Pump from second stave lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loadine:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids-
0 Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying
I"I Remove settled solids reeularly
Manure, slung or sludge • Agitation when spreading; rl Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions rl Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while r1 Soil injection of slurry/sludges;
slurry or sludge on field drying r1 Soil incorporation within 48 hrs.;
surfaces rl Snread in thin uniform lavers for rapid drvine:
n , Proven hinlop-ical additives or oxidants,
Dead animals • Carcass decomposition o'fProper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal • Carcass decomposition r7 Complete covering of carcasses in burial pits;
pits rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion r1 Secondary stack burners
Standing water around • Improper drainage; 70'Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Mud tracked onto • Poorly maintained access roads GKI Farm access road maintenance
public roads from farm
access
Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
�I
AMOC-November 11, 1996,Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Suecific Practices
Liauid Svstems
Flush Gutters • Accumulation of Solids Flush system is designed and operated
sufficiently to remove accumulated solids from
tters designed
O� Wemoveatridging o accumulated solids at discharge
Lagoons and Pits • Crusted Solids 7 Maintain 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 Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's
perimeter.
_ n.-W Ryetpme
Feeders • Feed Spillage O Design,operate and maintain feed systems
(e.g.,bunkers and troughs)to minimize the
cumulatio of deca in wasta e.
O lean up spillage on a ro�tute b sis(e.g.,7-
10 day interval during summer; 15-30 day
interval during winter).
Feed Storage • Accumulation of feed residues 05"0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar
MjWfi@B( $ffig#W&9ak up
accumulated solids in filter strips around feed
storage as needed.
L
AMIC- November 11, 1996, 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal 0 Eliminate low areas that trap moisture along
wastes and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
0 Wi&fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e. inspect for and
remove or break up accumulated solids as
needed
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10
Systems day interval during summer, 15-30 day
interval during winter)where manure is loaded
O MW IWOORk 64round manure
stockpiles.
0 Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University,
Raleigh,NC 27695-7613
v
•
AMIC- November 11, 1996, 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any
flowing stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian
would make possible the salvage of part of a dead animal's value without
endangering human or animal health. (Written approval of the State
Veterinarian must be attached)
u
December 18, 1996