310434_Application_20240401

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, 2024,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 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310434
2. Facility Name: (,)uinn Farm
3. Permittee's Name(same as on the Waste Management Plan): Jonathan Tripp Quinn
4. Permittee's Mailing Address: 1273 N Williams Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-3926 Ext. E-mail:
5. Facility's Physical Address: 346 Kenned` Ln
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Billy W.Houston Phone No.: 910-289-6093 ext 3 OIC#: 17221
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 1,760
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 Lagoon 7/1/1992 Full,clay 360,458.00 49,412.00 19.50
Submit 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),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1.The most recent Waste Utilization Plan(WUP),signed bv the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): _J0 0 CAkh O n ITT Title: OUy neIr
Signature: m 1�...� ��-...... r.r- Date: 3-1
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

SrAlt
ROY COOPER '~�
Governor
ELIZABET H S.BISER
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
Jonathan Tripp Quinn February 12,2024
Quinn Farm
1273 N Williams Rd ��
Pink Hill,NC 28572
e
central
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non Discharge General
Permits. N ou must submit an a lication for permit coverage to the Division of Water Resources DWR bN Aril 3 2024.
Enclosed • ou will find a "Request for Certificate of Coveraize for Facility Currently Covered by an Ex irino State
Non-Discha me General Permit."The application form must be completed. signed by the Permittee.and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.o erations de .nc. ov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form A list of items included in the CAWMP can be found on Paue 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deQ.nc.tzov/animaIL)errnits2 24.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non Dischame
General Permit
North Carolina DeartmentofFmirenzentslQualit_3 Division ofwaterResources
=12 North SalisburvStrvo 163(IMARServiceCentOr Ra1*h,NorthCaroliao226MI636
—'�-` 919.7ilT9129

Nutrient Management Plan For Animal Waste Utilization
07-08-2015
This plan has been prepared for: This plan has been developed by:
Quinn Farm Fac 31-434 Billy W Houston
Jonathan Tripp Quinn Duplin Soil& Water Conservation
1856 NC Hwy 41&111 South 165 Agriculture Dr.
Suite B
Beulaville, NC 28518 Kenansville, NC 28349
910-298-3926 910-296-2120
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.
Q�-
signature(owner) D to
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: j 2:1 1 r
Technical Specialist Signature Date
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503826 Database Version 4.1 Date Printed: 07-08-2015 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 1,631,520 gals/year by a 1,760
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 2941
Incorporated 3529
Injected 3529
Irrigated 2941
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied Ohs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 I 2,941 3827 -886 1,912,324 -280,804
-- --------i-s-------- --- - ----- - --------------------------------------------------------------- ------------------------------------------------------
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.
503826 Database Version 4.1 Date Printed: 07-08-2015 Source Page 1 of 1

Narrative
This WUP has been revised to reflect installation of a center pivot on this site,to better manage waste
application.
The 8.2 acres(Based on GPS and ArcMap Calculations)will accomodate about 80 percent of Mr.Quinns
pumping for this site. Based on wettetable acres calculations there are 2.86 additional acres which may
be irrigated on using traveling gun equipment owned by Mr. Quinn
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503826 Database Version 4.1 Date Printed: 07-08-2015 Narrative Page 1 of 1

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
6163 Hyd#1 1.57 1.57 NIA Norfolk Small Grain Overseed 1.0 Tonsl
Hybrid Bermudagrass Hay 6.5 Tons
6163 Hyd#2 0.79 0.79 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
6163 Hyd#3 0.50 0.50 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
6163 Pvt 8.20 8.20 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
PLAN TOTALS: 11.06 11.06
L.1 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).
503826 Database Version 4.1 Date Printed 7/8/2015
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 ofthe crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate ofthe 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 Camm. 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) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6163 Hyd#1 S7 Norfolk 1.57 1.57 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 43.55 0.00
G163 Hyd41 S7 Norfolk 1.57 1.57 Hybrid Bermudagrass Hay 6.5 Tons *3/1-10/15 296 0 0 brig, 296 164.22 0.00 257.82 0.00
6163 Hyd#2 S7 INorfolk 0.79 0.79 Small Grain Overseed 1.0 Tons 10/1-t15
0 0 Irrig. 50 27.74 0.00 21.91 0.00
6163 Hyd#2 S7 Norfolk 0.79 0.79 Hybrid Bermudagrass Hay 6.5 Tons *3/1-1 0 0 Irrig. 296 164.22 0,00 129.73 0.00
6163 Hyd#3 S7 Norfolk 0.50 0.50 Small Grain Overseed 1.0 Tons 10/1- 0 0 brig. 50 27.74i 0.00 13.87 0.00
6163 Hyd#3 S7 Norfolk 0.50 0.50 Hybrid Bermudagrass Hay 6.5 Tons *3/1-10/15 296 0 0 brig. 296 164.22 0.00 82.11 0.00
6163 Pvt S7 Norfolk 8.20 8.20 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19.97 0.00 16.78 0.00
6163 Pvt S7 Norfolk 8.20 8.20 Hybrid Bermudagrass Hay 6.5 Tons *3/1-10/15 296 0 0 Irrig. 296 164.22 0.00 1,346.56 0.00
Total Applied,1000 gallons 1,912.32
Total Produced, 1000 gallons 1,631.52
Balance,1000 gallons -280.80
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.
503826 Database Version 4.1 Date Printed:7/8/2015 WUT Page I of 1

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)
6163 Hyd#1 Norfolk 0.50 1.0
6163 Hyd#2 Norfolk 0.50 1.0
6163 Hyd#3 Norfolk 0.50 1.0
6163 Pvt Norfolk 0.50 1.0
503826 Database Version 4.1 Date Printed 7/8/2015 IAF Page 1 of 1
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 ofthe effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. 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 notpossible,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
lblac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 19.77 39.54 59.31
Hay 6 ton R.Y.E. 300 29.38 9.89 19.77 29.66
Soybean 40 bu 160 15.67 18.53 37.07 55.60
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503826 Database Version 4.1 Date Printed: 07-08-2015 Sludge Page I 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 ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the Iagoon 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. Ifthe available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste St age CanacjLN
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Ca achy(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 41
1 2 17
1 3 39
1 4 58
1 5 80
1 6 103
1 7 125
1 8 147
1 9 170
1 10 180
1 11 154
1 12 123
*Available Storage Capacity is calculated as of the end of each month.
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503826 Database Version 4.1 Date Printed: 07-08-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste ManaLement
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).
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503826 Database Version 4.1 Date Printed:7/8/2015 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.
S. 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 orwinter 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.
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503826 Database Version 4.1 Date Printed:7/8/2015 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.
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503826 Database Version 4.1 Date Printed:7/8/2015 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 Dept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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503826 Database Version 4.1 Date Printed:7/8/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s):Hyd#1,Hyd#2,Hyd#3,Pvt
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. 31.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 1'to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 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): Hyd#1,Hyd#2,Hyd#3,Pvt
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 301bs/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.
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503826 Database Version 4.1 Date Printed: 07-08-2015 Crop Note Page 1 of 1

REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
REINKE SYSTEM
CASE NUMBER: RP152800 DATE: 18 May 2015
DEALER: TRIPP QUINN CUSTOMER NAME: BB HOBBS
NUMBER: 333660 SERIAL NUMBER: 0515-64613-2045
NUMBER OF TOWERS: 2 NOZZLE FILES: R3000R
GAUGE PRESSURE: 54.0 PSI FRICTION C-FACTOR: 135
TOTAL SYSTEM FLOW: 150.0 GPM FULL CIRCLE GPM / ACRE: 8.2
TOTAL PIPE LENGTH: 423.0 FT COVERAGE WITHOUT GUN: 425.9 FT
END GUN TYPE: SR100 ADJ. END GUN RADIUS: 80.4 FT
SYSTEM MANUFACTURER: RMC2045
FT PIPE ID TIRE SIZE CENTER DRIVE
1 194F2045 SPAN 1, 198.3, 4.28 IN
1 175F2045 SPAN 2, 175.0, 4.28 IN 14.9 x 24 40:1
1 51GF45 OVERHANG, 49.8, 4.28 IN
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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 2.20

RP152800 18 May 2015 RMC2045 2 TOWER, 150 GPM, 54 PSI PAGE 2
--=-OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Model RegIn Req Del Model Plate SpNo.
1 6.6 PLUG
2 11.4 PLUG
3 16. 1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 30.4 LB15 55.6 0.8 1.3 R3000 Red 1 #14 Lime
7 35.1 PLUG
8 39.9 PLUG
9 44.6 PLUG
10 49.4 19.0 LB15 55.5 0.9 1.3 R3000 Red 2 #14 Lime
11 54.1 PLUG
12 58. 9 PLUG
13 63.6 14.3 LB15 55.4 1.0 1.3 R3000 Red 3 #14 Lime
14 68.4 PLUG
15 73.1 PLUG
16 77.9 14.2 LB15 55.3 1.2 1.3 R3000 Red 4 #14 Lime
17 82.6 PLUG
18 87.4 PLUG
19 92.1 14.3 LB15 55.3 1.4 1.3 R3000 Red 5 #14 Lime
20 96.9 PLUG
21 101.6 PLUG
22 106.4 14.3 L1315 55.2 1.7 1.6 R3000 Red 6 #15 Lime w/lav
23 111.1 PLUG
24 115.9 PLUG
25 120.6 14.3 LB15 55.1 1.9 2.0 R3000 Red 7 #17 Lvndr w/gra
26 125.4 PLUG
27 130.1 PLUG
28 134.9 14.3 LB15 55.1 2.0 2.0 R3000 Red 8 #17 Lvndr w/gra
29 139.6 PLUG
30 144.4 PLUG
31 149.1 14.3 LB15 55.0 2.3 2.2 R3000 Red 9 ##18 Gray
32 153 .9 PLUG
33 158.6 PLUG
34 163.4 14.3 LB15 54.9 2.6 2.5 R3000 Red 10 #19 Gray w/trqu
35 168.1 PLUG
36 172.9 PLUG
37 177.6 14.3 LB15 54.8 2.8 2.8 R3000 Red 11 #20 Turquoise
38 182.4 PLUG
39 187.1 PLUG
40 191.9 14.3 LB15 54.7 3 .4 3.3 R3000 Red 12 #22 Yellow
198.3 TOWER NO. 1 INLINE PRESSURE: 50.6 PSI
41 200.6 PLUG
42 205.4 PLUG
43 210.1 18.3 LB15 54.5 3.8 3.9 R3000 Red 13 #24 Red
44 214.9 PLUG
45 219.6 PLUG
46 224.4 14.3 LE15 54.6 3.3 3.3 R3000 Red 14 #22 Yellow
47 229.1 PLUG
48 233.9 PLUG
49 238.6 14.3 LB15 54.5 3.7 3.6 R3000 Red 15 #23 Yllw w/red
50 243.4 PLUG
51 248.1 PLUG

RP152800 18 May 2015 RMC2045 2 TOWER, 150 GPM, 54 PSI PAGE 3
----OUTLET---- -REG- PSI ---GPM--- ----SPRINKLER----- ---NOZZLE---
No Loc Sep Model RegIn Req Del Model Plate SpNo.
52 252.9 14.3 LB15 54.4 4.0 3.9 R3000 Red 16 #24 Red
53 257.6 PLUG
54 262.4 PLUG
55 267.1 14.3 LB15 54.3 4.2 4.2 R3000 Red 17 #25 Red w/white
56 271.9 PLUG
57 276.6 PLUG
58 281.4 14.3 LB15 54.2 4.3 4.2 R3000 Red 18 #25 Red w/white
59 286.1 PLUG
60 290.9 PLUG
61 295.6 14.3 LB15 54.1 4.6 4.6 R3000 Red 19 #26 White
62 300.4 PLUG
63 305.1 PLUG
64 309.9 14.3 LB15 54.0 4.8 4.9 R3000 Red 20 #27 White w/blu
65 314 .6 PLUG
66 319.4 PLUG
67 324.1 14.3 LB15 54.0 4.9 4.9 R3000 Red 21 #27 White w/blu
68 328.9 PLUG
69 333.6 PLUG
70 338.4 14.3 LB15 53.9 5.2 5.3 R3000 Red 22 #28 Blue
71 343.1 PLUG
72 347.9 PLUG
73 352.6 14.3 LB15 53 .8 5.3 5.3 R3000 Red 23 ##28 Blue
74 357.4 PLUG
75 362.1 PLUG
76 366.9 14.3 L1315 53.8 5.3 5.3 R3000 Red 24 #28 Blue
77 370.1 PLUG
78 372.5 PLUG
373 .3 TOWER NO. 2 INLINE PRESSURE: 50.2 PSI
79 374.9 PLUG
80 379.6 12.8 LB15 53.8 5.4 5.3 R3000 Red 25 #28 Blue
81 384.4 PLUG
82 389.1 PLUG
83 393.9 14.3 LB15 53.6 6.2 6.1 R3000 Red 26 #30 .Drk Brown
84 398.6 PLUG
85 403.4 PLUG
86 408. 1 14.3 LB15 53 .7 5.9 5.7 R3000 Red 27 #29 Blue w/brn
87 412.9 PLUG
88 416.6 PLUG
89 420.4 12.3 LB15 53 .8 5.4 5.3 R3000 Red 28 #28 Blue
END GUN: (NOZZLE SELECTED BASED ON RECOMMENDED ARC: 1700)
423 .0 50.1 42.6 50.9 SR100 .50"
SYSTEM INLINE END PRESSURE: 50.1 PSI, INCLUDING 0 FT INCREASE IN ELEVATION
TOTAL GPM DELIVERED: 149.9

RP152800 18 May 2015 RMC2045 2 TOWER, 150 GPM, 54 PSI PAGE 4
28 MOUNTING ASSEMBLIES: First outlet= 6, Last outlet= 89
Hose Drop w/MxHB U-pipe 0000-000 (Length= 10.00 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop ¢Vari> 111172 (Length= 10.00 ft)
Standard Tee 143792 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN # 1 2 OH+EG
ACRE 2.8 7.2 8.2
GPM REQ. 21.8 53.1 65.5
GPM DEL. 23.0 53 .5 73 .3
----- ----- -----
DEV. 6% 1% 12g
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow PSI In x Out ID
----------------------------------------- ---------------------------------
R3000R Rotator Red 1- 28 8F27 LB15 LO 15 F x ST 7678

RP152800 18 May 2015 RMC2045- , 2 TOWER, 150 GPM, 54 PSI PAGE 5
WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH I I I I I I
(IN) 10.07 10.25 10.50- 10.75 11.00 11.25 11.50
------------------ I ------- I ------- - I------- I ------- I------- I -------
I
s TIMER SETTING 1100 I 26 1 --13 I 9 I 7 I 5 I 4
------------------ I------- I ------- I ------- I------- I------- I ------- I------- I
REVOLUTION TIME I 4HRS 114HRS ( 28HRS 141HRS 155HRS 169HRS 183HRS I
GROUND SPEED AT 100°6 TIMER SETTING: 10.74 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 23 .5 IN.

P1528 0 18 May 2015 Sprinkler Package Installation Guide Page Al
RLER: TRIPP QUINN CUSTOMER NAME: BE HOBBS GAUGE PRESSURE: 54.0 PSI
HIDER: 333660 SERIAL NMBER: 0515-64613-2045 TOTAL SYSTEM FLOW: 150.0 GPM
TOTAL PIPE LENGTH:. 423.0 FT
Notes Length Summary
E a FxF or MxHB weight is used, its length has been deducted from the total drop length.* Length: Quantity
azle size calculations are based on no arch and constant drop lengths. 96: 6
-igth of drop component indicated by '(Vari Len.), are in 'in$ 102: 4
cinkler ground clearance 60 in; Height to pipe at tower 157 in 108: 5
to source file R1=045; selection'Lengths for Steel, PVC, or Plastic drops, 114: 9
120: 4
Total Length = 253 ft
MOUNTING ASSEMBLIES: Model Sprinkler Plate Regulator Flow Duty PSI Outlet
Hose Drop w/MKHB U-pipe A= R3000R Rotator Red LB15 LO 15 F x ST
U-PIPE- 3/4"Male x H.Barb Galy
Flex Hose Drop Vari Len
Standard Tee
Standard Regulator
4 11 96 28 #28
NER NO. 0,ID=4.28 5 END GUN TYPE:SR100.50"
6 102 14 #22
7
8
9 108 15 023
108i 1A#14LB15 10
11
12 114 16 #24
13
114 2 #14 14
15 114 17 #25
16
114 3 914 17
18 114 18 #25
19
120 4 #14 20
21 114 19 926
22
120 5 #14 23
24 114 20 #27
25
120 6 #15 26
27 108 21 927
28
120 7 #17 29
30 108 22 #28
31
14 8 #17 32
33 102 23 928
34
14 9 #18 35
36 96 24 #28
37
08 10 #19 38
TOWER NO. 2,ID=4.28 OVERHANG
1
02 11 #20 2 96 25 928
3
4
16 12 #22 5 96 26 #30
6
:R NO. 1,ID=C28 7
8 96 27 #29
)2 13 #24 9
10

i
a
I
t
6
l-
Sa
F _ �
y 7
r yrr r H y�Tf
p Qui
A'

_rator:BOBBY HOUSTON County: DUPLIN Date: 07/01/92
Distance to nearest residence (other than owner) : feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1760 head (finishing only) x 135 lbs. = 237600 lbs
sows (farrow to wean) x 433 lbs. = 0 lbs
head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 237600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 237600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
a TOTAL DESIGN VOLUME
Inside top length 147.5 feet- ; Inside top width 335.0 feet
Top of dike at elevation -46.6 feet
Freeboard 1.0`feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation `45.6 feet
Bottom of lagoon elevation 354.6 feet
Seasonal high water table elevation 4G•,'- feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 142.5 330.0 10.0
AREA OF TOP
LENGTH * WIDTH =
142.5 330.0 47025.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
92.5 280.0 25900.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
117.5 305.0 143350.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
47025.0 143350.0 25900.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 360458 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
147.5 335.0 49412.5 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 49412.5 square feet
Design temporary storage period to be 180 days.
f
Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 237600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 58023 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. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 in * DA / 12 inches per foot
Volume = 28824.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 30882.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58023 cubic feet
5B. 0 cubic feet
5C. 28824 cubic feet
5D. 30883 cubic feet
TOTAL 117730 cubic feet
6. SUMMARY
Total required volume 355330 cubic feet
Total design volume avail. 360458 cubic feet
Min. req. treatment volume plus--sludge accumulation '�237600 cubic feet
At elev. 42.8 feet ; Volume is 239899 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 329576 cubic feet
At elev. 44.8 feet ; Volume is 325851 cubic feet (start pumping)
Seasonal high water table elevation ;••c) feet
7. DESIGNED BY - APPROVED BY: ;^
DATE: �- � �� � DATE: • ` n J`��_p.. p
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN `` f }. ',• ; .t

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 conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 44.8 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation . 42.8 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
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 1n vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
{ Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using

the_ more impervious m rials. construction of fill h hts shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
8 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientation: -45.0 Z Magnification: 12. 1 Inclination: 20.0
f
66.00
60.00
45.00
40.00
35.00
30.00
3D Mesh Surface
Lower Left
30 Mesh Surface
Existing
Projects BOBBY HOUSTON
Drawing: SHT 1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

39.0 0
)K 37.20
)K43.90
60.00
.60
)K 36.60
3iE 37.60 K 43.40
31E 47.80 K 48.30
)K49.90
)K50.40
)K 37.so
3K 40.80
Dawlig meter )K46.20 /
jIE 48.40/� 68.88
f48.00
Plot of all data for the surface:
Existing
Project: BOBBY HOUSTON
Drawing: SHT i
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bd: using Sitework

T�rP1GA VIEW OP ONE
S li 7oT�A�. DES lG�td
co�4FlN'EIM ETr�.+L p TOP 01
1 ToV.I.DIN� P E��
i
TD'P UF 4A �� i9, sioPM
ELEV. / k 3D' I�
iNV�'kT Or- ou'tt�T �5I5
ELEV,
TRH V►71M�N'C
Q; PIPE !J LP►C900h1 �_
\ DE�YH
{3 OTTO V,A ELIEV. -\

r
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF. WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND:WATER CONSERVATION DISTRICT (SWCD) (91T0)296-2120
NATURAL RESOURCES.CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE ICES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
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 cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
-c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
4 � 4
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by 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.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the 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, cah local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: ��,,,.,
b. Contractors Address.
c. Contractors Phone: qZ :j - S3 Q I
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: rl/A( .S
b. Phone: 0/0
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
4
2

C
OPERATION &MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy 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
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 Iow
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
-state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for-the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the
he Magoon water. Such chemicals could harm the bacteria in the lagoon that are treating
waste.Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking; or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack 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 lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. Hbwever, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a_nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to-work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion,or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
` waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0,_add agricultural lime at the rate of 1. pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of-bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times 4aily are
optimum for treatment. Pit recharge systems, in which one or more buildings and 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 summerlearly fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon 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 additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids,from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

�^ 54
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis.to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several-locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. -Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or ariything with a. uniform opening and cross-section can be used'-provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers., collection containers-should be located randomly
throughout the application area-at several distances from sprinklers. For traveling
guns,.sprk lers should be located along.a transect perpendicular to the direction
of pull.` Sef-out colleiction cdiitainers 25 feet apart along the transect on-both
sides,of;the gun cart. 'You-should compute the average_application-rate-for all .
noLauniformity of the application. On a windless day, variation between containers
of more`:than 30 percent is cause for concern. .You should contact.your irri.gation -
dealer or technical specialist for assistance.
*Reprinted for certification Training for Operations of Animal Waste Management systems Manual

`- :mv
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 be at least 300 feet from
any flowing steam or public body of water.
(L-�--4endering 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)

INSECT CONTROL CHECKLIST FOR ANIMAL-OPERATIONS
Source Cause BMP's to Minimize Odor' Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids kL-nnsti system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
Cl-114mova bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids () 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 aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (} Design,operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
(} Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
.4 4
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.`7-10 day
interval during summer; 15-30 days interval during
Systems
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (1 pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613,'North Carolina State University,Raleigh, NC
27 695-7 61 3.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause . BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production getams orwooded buffers,
re
commended best management
practices;
_ 4 ood judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
e Floor surfaces Wet manure-covered floors ("fatted floors;
W-W terers located over slotted floors;
feeders at high end of solid floors;
()Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine .---Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases: (4-Fan maintenance;
Dust icient air movement
Indoor surfaces Dust -(%LWashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon O Flush tank covers
liquid whiles tanks are filling ()Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyananca ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ()Box covers
or junction boxes conveyance
End of drainpipes at lagoon _Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ()_Piopyr lagoon liquid capacity
Biological mixing o rect lagoon startup procedures
Agitation H'Minimum surface area-to-volume ratio
"inimum agitation when pumping
()Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation /te on dry days with little or no wind
Wind draft um recommended operation pressure
ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996 -

Storage tank or basin Partial microbial decomposition (y Bottom or midlevel loading
surface Mixing while filling ()Tank covers
Agitation when emptying ()Basin surface mats of solids
()Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition {)Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
(y Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying O Soil infection.of slurry/sludges -
or sludge on field surfaces ()Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition roper disposition of carcasses
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits (} Proper location/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage Lade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
.Manure tracked onto public Poorly maintained access roads (Masm—access road maintenance
roads from farm access
Additional Information: Available From:
j Swine Manure Management;0200 Rule/BMP Packet
NCSU-County Extension Canter
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-SAE
Swine Production Facility Manure Management: Underfloor Fluse—lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Marival NC Pork Produces 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; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked (-.)~pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

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, 2024, 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 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310434
2. Facility Name: Quinn Farm
3. Permittee's Name(same as on the Waste Management Plan): Jonathan Tripp Quinn
4. Permittee's Mailing Address: 1273 N Williams Rd
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-3926 Ext. E-mail:
5. Facility's Physical Address: 346 Kennedy Ln
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Billy W.Houston Phone No.: 910-289-6093 ext 3 OIC#: 17221
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 13760
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 Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 Lagoon 7/1/1992 Full,clay 360,458.00 49,412.00 19.50
Submit 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), either by mailing to the address below or sending it via
email to the email 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 for land application (for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): tu fir. Title: nun 1"`rQr
Signature: Date: -aCk a�
Name(Print): Title:
Signature: - Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636