090213_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 unans►vered. Please verifj- all information and make an)- necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 09-0213 Certificate Of Coverage Number: AWS090213
2. Facility Name: Cedar Bad
3. Landownces Name(same as on the Waste Management Plan): ""-�/� Russell Odell Wood
4. Landownees Mailing Address: n 6�.� /Apn eTQ•-`�'r
City: White Oak State: NC Zip: 28399
Telephone Number: 910-8664044 Ext. E-mail: r
5. Facility's Physical Address: 570 Wood Ln J A d, 1004 ' (dm
cJ
City: White Oak State: IBC Zip: 28399
6. County where Facility is located: Bladen
7. Farm Manager's Name(if different from Landowner): Robbie Odell Wood 8, Farm Manager's telephone number(include area code): 910-466- Ext. q p p D 3
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Robbie Odell Wood Phone No.: 919-801-1892 OIC 4: 1005726
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-Farrow to Wean 3,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Fcedcr Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullcts 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 Pouliry
Gilts Other Non Laying Pullet
Other Lavers

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 Unkno%%-n) (Cubic Feet) (Square Feet) (Inches)
1 /g 3/.�6� GOtt 19.50
ee -r Wi6-00-
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.IQC(d)to the address below.
The CAWMP must include the following components:
I. 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 MRCS Standard specifications
2. A site mapiseliematic
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.
K. 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(&ncdenr.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 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25.000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: !i �7���/ �, (N�C>d Title:
Signature:
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:2019PermitRenewal(a-'ncdenr.gov
FORM: RENEWAL-STATE GENERAL 0212019

ROY COOPER sd o
Governor �" n p
MICHAEL S.REGAN �' ••
serrrrarr `p.....e�
LINDA CULPEPPER NORTH CAROLINA
Dirrrtor Environmental Quality
February 27,2019
Russell Odell Wood -
Cedar Bay Farm
570 Wood Ln
White Oak,NC 28399
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pernittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits.
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at htins://deo.nc,Lov/about/divisions/water-resources/water-quality-regional-or)emlions/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coven a under the State Non Dischar c General PermitsYou must submit an application for
permit coverage to the Division Enclosed you will find a 'Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and retuned by April 3, 2019.
Please note that you must Include one (it copy of the Certified Animal Waste Manneement Plan (CAWMP) with the
completed and sieved application form. A list of items included in the CAWMP can be found on page 2of the renewal
apnlication Ibrm.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to S25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707.9100.
Sincerely.
A�
Jon Risgaard.Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Fayetteville Regional Office,Water Quality Regional Operations Section
Bladcn County Soil and Water Conservation District
AFOG Section Central Files-AWS090213
Murphy-Brown LLC
North Caroline Depsn"ntof Environmental Qualiy l Dimwriof Watw Resources
��• 512 N.SalaDury St.11636 Mail Servme Center I Ralsio.North Caroline 276WI636
•— 919.707.9000

Nutrient Management Plan For Animal Waste Utilization
04-12-2018
This plan has been prepared for: This plan has been developed by:
Cedar Bay Farm (09-213) Ronnie G. Kennedy Jr.
Russel Odell Wood Agriment Services, Inc.
721 Honeycutt Rd PO Box 1096
Willow Springs, NC 27592 Beulaville, NC 28518
[phone] 252-568-2648
"'0001001::��
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.
14
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.
T hnical S alist Signature Date
709401 Database Version 4.1 Date Printed: 04-12-2018 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 10,890,200 gals/year by a
3,400 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 13087
Incorporated 15704
Injected 15704
Irrigated 13087
Max. Avai 1. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 13,087 16326 -3,239 13,585,756 -2,695,556
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.
708401 Database Version 4.1 Date Printed: 04-12-2018 Source Page 1 of 1

Narrative
4/12/2018
This plan was developed to make changes to crop types in specific fields. Existing application rates have
been taken from the previous waste utilization plan completed by Bryan C. Spell,dated 7/18/1997. Acres
shown are wettable acres completed by J. Revels of Fayetteville Regional Soil&Water in 8/11/1999 and
by Kraig Westerbeek in 3/22/2004(Solid Set Addition).
Due to deficit in this plan, producer may choose not to overseed bermuda and crabgrass pasture fields.
�. 708401 Database Version 4.1 Date Printed: 04-12-2018 Narrative Page 1 of 1

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Pearl Millett,Pasture 3.0 Tons
561 Pull 6 4.40 4.40 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 7 5.08 5.08 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 8 9.02 9.02 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 9 7.06 7.06 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
UNC1 Zone 1 3.31 3.31 N/A Wakulla Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.0 Tons
UNCI Zone 2 3.27 3.27 N/A Wakulla Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.0 Tons
UNC1 Zone 3 3.37 3.37 N/A Wakulla Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.0 Tons
PLAN TOTALS: 86.27 86.27
Li 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-Tenn No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
708401 Database Version 4.1 Date Printed 4/12/2018
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

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
561 Pull 1 3.81 3.81 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 10 3.25 3.25 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 11 1.86 1.86 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 12 1.86 1.86 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 13 1.40 1.40 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.5 Tons
561 Pull 14 6.54 6.54 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.5 Tons
561 Pull 15 3.50 3.50 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 16 3.29 3.29 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 17 1.96 1.96 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 18 1.69 1.69 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 19 3.24 3.24 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 2 3.81 3.81 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 20 3.88 3.88 N/A Lynn Haven Small Grain Overseed 1.0 Tons
Crabgrass Pasture 2.5 Tons
561 Pull 3 2.78 2.78 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 4 3.60 3.60 N/A Lynn Haven Annual Ryegrass-Pasture 2.0 Tons
Pearl Millett,Pasture 3.0 Tons
561 Pull 5 4.29 4.29 N/A Lynn Haven Annual Ryegrass-Pasture 1 2.0 Tons
708401 Database Version 4.1 Date Printed 4/12/2018
PCS Page 1 of 2
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 Man
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
[T Nutrient Nutrient NutfientA pplied Applied Applied (Field)
Req'd Applied pphed (acre) (acre) (Field)
(Ibs/A) (lbs/A) (lbs/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
561 Pull 1 S9 Lynn Haven 3.81 3.81 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 158.53 0.00
561 Pull 1 S9 Lynn Haven 3.81 3.81 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 361.44 0.00
561 Pull 10 S9 Lynn Haven 3.25 3.25 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Inig. 68 56.59 0.00 183.91 0.00
561 Pull 10 S9 Lynn Haven 3.25 3.25 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 308.32 0.00
561 Pull 11 S9 Lynn Haven 1.86 1.86 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 brig. 681 56.59 0.00 105.25 0.00
561 Pull 11 S9 Lynn Haven 1.86 1.86 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 176.45 0.00
561 Pull 12 S9 Lynn Haven 1.86 1.86 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 105.25 0.00
561 Pull 12 S9 Lynn Haven 1.86 1.86 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 176.45 0.00
561 Pull 13 S9 Lynn Haven 1.40 1.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 58.25 0.00
561 Pull 13 S9 Lynn Haven 1.40 1.40 Hybrid Bermudagrass Pasture 3.5 Tons 3/1-9/30 *170 0 0 irrig. 170 141.47 0.00 198.06 0.00
561 Pull 14 S9 Lynn Haven 6.54 6.54 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 272.12 0.00
561 Pull 14 S9 Lynn Haven 6.54 6.54 Hybrid Bermudagrass Pasture 3.5 Tons 3/1-9/30 *170 0 0 Irrig. 170 141.47 0.00 925.21 0.00
561 Pull 15 S9 Lynn Haven 3.50 3.50 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 145.63 0.00
L56156Pull 15 S9 Lynn Haven 3.50 3.50 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 332.04 0.00
Pull 16 S9 Lynn Haven 3.29 3.29 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 136.89 0.00Pull 16 S9 Lynn Haven 3.29 3.29 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 312.11 0.00
708401 Database Version 4.1 Date Printed:4/12/2018 WUT Page 1 of 3

Waste Utilu ion Table ear 1
00VNitrogen Comm Res. Manure Liquid Solid Liquid Solid Manor
PA Fert. (lbs/A) PA Manu Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acne) (acre) (Field)
(lbs/A) (lbs/A) 0bs/A)
Source Total Use. Applic. Applic. gaol
Tractield ID Soil Series Acres Acres Crop RYE Period N N N Method N /A Tons 1000 gals tons
ll 17 S9 Lynn Haven 1.96 1.96 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 81.55 0.00
ll 17 S9 Lynn Haven 1.96 1.96 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 185.94 0.00
561 Pull 18 S9 Lynn Haven 1.69 1.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 41.61 0.00 70.32 0.00
561 Pull 18 S9 Lynn Haven 1.69 1.69 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 160.33 0.00
561 Pull 19 S9 Lynn Haven 3.24 3.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 501 41.61 0.00 134.81 0.00
561 Pull 19 S9 Lynn Haven 3.24 3.24 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 307.37 0.00
561 Pull 2 S9 Lynn Haven 3.81 3.81 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 158.53 0.00
561 Pull 2 S9 Lynn Haven 3.81 3.81 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 361.44 0.00
561 Pull 20 S9 Lynn Haven 3.88 3.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 161.441 0.00
561 Pull 20 S9 Lynn Haven 3.88 3.88 Crabgrass Pasture 2.5 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 368.09 0.00
561 Pull 3 S9 Lynn Haven 2.78 2.78 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 157.31 0.00
561 Pull 3 S9 Lynn Haven 2.78 2.78 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 263.73 0.00
561 Pull 4 S9 Lynn Haven 3.60 3.60 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 brig. 68 56.59 0.00 203.72 0.00
561 Pull 4 S9 Lynn Haven 3.60 3.60 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 341.52 0.00
561 Pull 5 S9 Lynn Haven 4.29 4.29 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 242.76 0.00
561 Pull 5 S9 Lynn Haven 4.29 4.29 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 406.98 0.00nn Haven 440 4 Ryegrass-Pasture 20 Tons *10/1-3/31 68 0 0 Irrig. 68 5659 000 24899 0
561 Pull 6 S9 Lynn Annual Ryeg . g. . . . .00
561 Pull 6 S9 Lynn Haven 4.40 4.40 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 brig. 114 94.87 0.00 417.42 0.00
561 Pull 7 S9 Lynn Haven 5.08 5.08 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 287.46 0.00
561 Pull 7 S9 Lynn Haven 5.08 5.08 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 481.93 0.00
561 Pull 8 S9 Lynn Haven 9.02 9.02 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 510.42 0.00
561 Pull 8 S9 Lynn Haven 9.02 9.02 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 855.701 0.00
708401 Database Version 4.1 Date Printed:4/12/2018 WUT Page 2 of 3

Waste Utik. ''ion Table iyear 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (lbs/A PA Manu Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pphed (acre) (acre) (Field)
(lbs/A) (lbs/A) pbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Metbd N gal/A Tons 1000 gals tons
561 Pull 9 S9 Lynn Haven 7.06 7.06 Annual Ryegrass-Pasture 2.0 Tons *10/1-3/31 68 0 0 Irrig. 68 56.59 0.00 399.51 0.00
561 Pull 9 S9 Lynn Haven 7.06 7.06 Pearl Millett,Pasture 3.0 Tons *4/1-9/30 114 0 0 Irrig. 114 94.87 0.00 669.76 0.00
UNCI Zone 1 S9 Wakulla 3.31 3.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 137.72 0.00
UNCI Zone 1 S9 Wakulla 3.31 3.31 Hybrid Bermudagrass Pasture 4.0 Tons 3/1-9/30 *210 0 0 Irrig. 210 174.76 0.00 578.44 0.00
UNCI Zone 2 S9 Wakulla 3.27 3.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 136.06 0.00
UNCI Zone 2 S9 Wakulla 3.27 3.27 Hybrid Bermudagrass Pasture 4.0 Tons 3/1-9/30 *210 0 0 Irrig. 210 174.76 0.00 571.45 0.00
UNCI Zone 3 S9 Wakulla 3.37 3.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 41.61 0.00 140.22 0.00
UNCI Zone 3 S9 Wakulla 3.37 3.37 Hybrid Bermudagrass Pasture 4.0 Tons 3/1-9/30 *210 0 0 Irrig. 210 174.761 0.00 588.93 0.00
Total Applied,1000 gallons 13,585.76
Total Produced, 1000 gallons 10,890.20
Balance, 1000 gallons -2,695.56
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.
708401 Database Version 4.1 Date Printed:4/12/2018 WUT Page 3 of 3

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)
561 Pull 1 Lynn Haven 0.65 1.0
561 Pull 10 Lynn Haven 0.65 1.0
561 Pull 11 Lynn Haven 0.65 1.0
561 Pull 12 Lynn Haven 0.65 1.0
561 Pull 13 Lynn Haven 0.65 1.0
561 Pull 14 Lynn Haven 0.65 1.0
561 Pull 15 Lynn Haven 0.65 1.0
561 Pull 16 Lynn Haven 0.65 1.0
561 Pull 17 Lynn Haven 0.65 1.0
561 Pull 18 Lynn Haven 0.65 1.0
561 Pull 19 Lynn Haven 0.65 1.0
561 Pull 2 Lynn Haven 0.65 1.0
561 Pull 20 Lynn Haven 0.65 1.0
561 Pull 3 Lynn Haven 0.65 1.0
561 Pull 4 Lynn Haven 0.65 1.0
561 Pull 5 Lynn Haven 0.65 1.0
561 Pull 6 Lynn Haven 0.65 1.0
561 Pull 7 Lynn Haven 0.65 1.0
561 Pull 8 Lynn Haven 0.65 1.0
561 Pull 9 Lynn Haven 0.65 1.0
UNC1 Zone 1 Wakulla 0.75 1.0
UNC I Zone 2 Wakulla 0.75 1.0
UNC 1 Zone 3 Wakulla 0.75 1.0
708401 Database Version 4.1 Date Printed 4/12/2018 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 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 betaken 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 Farrowing-Weanling Lagoon Sludge-Standard
Com 120 bu 150 14.69 90.27 180.55 270.82
Hay 6 ton R.Y.E. 300 29.38 45.14 90.27 135.41
Soybean 40 bu 160 15.67 84.63 169.26 253.90
708401 Database Version 4.1 Date Printed: 04-12-2018 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.
Source Name Swine Farrowin -Weanlin Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 120
1 2 120
1 3 120
1 4 137
1 5 164
1 6 180
1 7 180
1 8 180
1 9 180
1 10 170
1 11 168
1 12 158
*Available Storage Capacity is calculated as of the end of each month.
708401 Database Version 4.1 Date Printed: 04-12-2018 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).
708401 Database Version 4.1 Date Printed:4/12/2018 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.
708401 Database Version 4.1 Date Printed:4/12/2018 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
708401 Database Version 4.1 Date Printed:4/12/2018 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-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.
i
708401 Database Version 4.1 Date Printed:4/12/2018 Specification Page 4

Crop Notes
L
The following crop note applies to field(s): Pull 1, Pull 13, Pull 14, Pull 15, Pull 16,Pull 17, Pull 18,Pull
19, Pull 2, Pull 20
Small Grain: Coastal Plain,Organic Soils
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is
essential. Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): Zone 1,Zone 2,Zone 3
Small Grain: Coastal Plain, Mineral Soil, highly 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 recommended by a soil test report can also be applied at this
time.The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring.The remaining N should be applied during the months of
February-March. The total N needed is dependent on the soil type.Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
The following crop note applies to field(s): Pull 13, Pull 14
Bermudagrass: Coastal Plain,Organic Soil
Adaptation:Not adapted.
708401 Database Version 4.1 Date Printed: 04-12-2018 Crop Note Page 1 of 2

The following crop note applies to field(s): Zone 1,Zone 2,Zone 3
Bermudagrass: CP, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching.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. For better soils the N rate can be increased to 300
lb/ac. 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): Pull 10,Pull 11, Pull 12, Pull 3, Pull 4, Pull 5,Pull 6,Pull 7,
Pull 8,Pull 9
Annual RyeGrass: This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): Pull 10,Pull 11,Pull 12, Pull 3, Pull 4, Pull 5, Pull 6,Pull 7,
Pull 8,Pull 9
Pearl Millett: No Comment
The following crop note applies to field(s): Pull 1, Pull 15,Pull 16, Pull 17,Pull 18, Pull 19,Pull 2,Pull
20
Crabgrass Pasture: No Comment
p g 4 1 Date Printed: 04-12-2018 Crop Note Pa e 2 of 2
7o84ot Database Version

rvucTlON Aares KLLv o
s Cr 3400 HEAD FARROW;TO MEAN OPERATION
t,I
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I
STATE OF NORTH CAROLINA RUSSELL WOOD, CEDAR BAY FARM wmwwr 0 09-2m5 SCA1i -200'
DEPARTMENT OF°"�°'•. ""T"R"'''�°" WASTEWATER IRRIGATION DESIGN
i.R><TZ DATE: 8-11-99
DIVISION OF SOIL & WATER CONSERVATION
FAYETTEVILLE REGIONAL OFFICE 1570 WOOD LANE. WHITE OAK NC 28399 I PHONE: [phone] : DATA
^M GREEN STREET.SURE 604 PHONE: [phone] FACILITY: 9-213 BLADEN COUN'RY TRACT: 561 S1I)QT rr0.1 or i rIId roon.a.E

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STATE OF NORTH CAROLINA RUB SELL WOOD, CENR BAY FARM It 0&1-43
MUM f![PAmupff or CNVMafltmrr•PAIURAL R290UM'D WASTEWATER IRRIGATION DESIGN
' °M+*"R°tl t --6,•:L-oo
Lsf SION OF SOIL & WATBR CONSMVAlMON _
FAYETTEVQ,j$ REGIONAL OMCE $70 WOOD LANE, VHTTE OAK NC 283"'PHONE' 910-MG-4040
'.5 GRsaff STRnr,suns 6" PRM 9I0-4W-I341 FACIIIT^f: 9-213 BLADEN Comw TRACT 581 Et�T tta tots IftA s.eatltr�

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r x "
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Sheet 1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Russell Wood County: Bladen
Address: 570 Wood Lane
White Oak, NC 28399 Date: 3/16/2004
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Ty22 Slope% Crop(s)( In/hr (inches) Comments
1 3.307 W B <5 Bermuda 0.6 .5-1 Zone 1
2 3.267 LeA <5 Bermuda 0.6 .5-1 Zone 2
3 3.367 LeA <5 Bermuda 0.6 .5-1 Zone 3

Sheet3
TABLE 3 -Solid Set Irrigation Gun Settings
Make,Model and Type of Equipment Senninger 7025 Sprinklers
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Number of Diameter Along Between Rate Diameter Pressure Time
Zone# Hydrants feet Pipelines Pipelines inthr inches at Gun si at H drant hr. Comments-Acres per zone
1 21 129 80 80 0.19 1/4 50 2.58 3.307
2 21 129 80 80 0.19 1/4 50 2.58 3.267
3 21 129 80 80 0.19 114 50 2.58 3.367

Sheet4
TABLE 4- Irrigation System Specifications
4
Traveling Solid Set
Irrotion Gun Irrigation
Flow Rate of Sprinkler m 12.86
0 eratin Pressure at Pump si 63.7
Design Precipitation Rate in/hr 0.19
Hose Length feet xxxxxxxx
Type of S eed Compensation XX�CXXXXX
Pump Type PTO, Engine, Electric Electric
Pump Power Requirement h 14.3
TABLE 5-Thrust Block S ecifications
THRUST BLOCK
LOCATION AREA Ls .ft.
90 degree bend 2.67
Dead End 2.67
Tee NA
Gate Valve 2.67
45 degree bend NA
Page 1

1
Sheets
IRRIGATION SYSTEM DESIGNER -----"
Name: Kraig Westerbeek
Company: Private \
Address: 1635 W.Wards Bridge Rd.Warsaw, NC
Phone: [phone] \�
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for deterrnining total dynamic head and hufse.pawveer requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer
NOTE: A buffer strip of 5U or wider must he maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheetfi
Narrative of Irrigation System Operation
This system is designed as an addition to the original irrigation system for this farm. This farm formally used all
hard hose travellers for irrigation. This additional solid set will utilize a separate pump from that used for the
travelling guns. The new field being added adheres to SB515 setback criteria as designed. Gate valves to the
solid set zones not in operation should be closed during operation of the active zone. All risers are permanent
with their operation controlled by the valve for each zone.
System should be inspected on a regular basis during operation to insure that nozzle are unciogged and working
properly,and that there are no leaks in the system.
Each zone should be calibrated independently each year.

Sheet?
CALCULATIONS
S2rinkler S21cifications
l"pe: Senning 7025RD-1-1"M
Nozzle Size:j 1/4 inches
Sp(tqk 50 psi__ler Pressurq�,_
Flowrate(GPM): 12.86 gpm
Wetted Diameter: 129
Sprinkler Spacingl -------
_Desired S pacing 60 %
Design S Irrigation e normally comes in 20'pieces,
pacing(fe —4 *P pike
so round to the nearest multiple of 20.
feet Actual Sp�!_q!qkj�qet 80'
Actual Spac
09 }_j__ 62 % ......
AlaRlIcation Rate
Application Rate (96.3xFlowrate)i'sprinkler spcing squared
_Re�_�n_Ap 0.19 in/hr p....'Rate
Run Time pgr Igt
Run time per set=Desired application Desi?n application rate=hours
Desired
Run time per set 1 2.5B
Mainline Velociltv
Veloqj!y_=_.408 x Flowrate/pipe diameter squared __ _;feeVsec.**j
or buried pipelines,velocity should be below 5 feet per second
size: inches
#Sprinklers Oper.:. 21
Velocity= 3.-0-6- his-e-6.
Maximum Lateral Line Entrap VeloclIX
Pipe size. 2 inches
#Sprinklers per 3
Velocity _3­43516 ft/sec.
10,11)
Page 1

Sheet?
Thrust Blocking
--
Thrust Block Area=Thrust Soil Bearing Streqkth
Thrust_ 3200 feet
&O�e-s-r-i-qq Str n th: 1200 feet
End Cap:' 2.7 1 ft2
90 de ree elbow: 21V
--T
Tee: NA
45 degree elbow_NA_----- ft2
T
Pies Pressure Rat in Check
Pressure Rating of Pipe to be Used:Max. Pressure stem on when running: 63.7 y1s.i
1 70%of Pressure Rating: 1121psi
If Max. Pressure onLsystem is less than 70%of Pressure Rating, OK
Not Positive Suction Head Check
*from_purnp curve r` ------._.. ---_-.-'-�
T--
If NPSHA>NPSHR, OK A-
Page 3

Sheet?
Maximum Mainline Friction Loss
T-- ------
Total
distance:; 2500;feet
Friction Loss is figured using Hazen/William's Equation
Friction Los-K-: 0.50 fqet/100 feet
Max. Mainline Loss '�------12.6:feet or
Vwi-6-6rn Lateral Line Loss
assumption that 3/4 of the Friction Loss
Lateral Ii-nie friction loss is determined usinthe
-- --T
occurs in he first 1/3T the lateral line
4—
Total
'Lei�t Lateral Length: 3204 ---- --
#sprinklers on Lat.:- 3
Frict. Loss at 11-3—la't.; 3.08tfeet
Max. Lateral Loss-: 4.11 feet. or TIPS1
Total Pynamic Head
Sprinkler Pressure:1 50 pi
Lateral Line Loss: 1.78.
4
Elevation head:! 1.31
psi
Mainline loss-:] 5.5 PSI
Suction head and lift: 2.1 psi
I- - --- _. _ .... -..-I---.-- .-1----.
5%fitting loss:► 3.0-psi T
TOTA�LTPH) 63.7!psi or 147.11feet
HorseRgwer RequlMg
4
Rowrate x TDH(feet) 3960 1
Pump DesO p!!q�n�. eley B1.5TPM
Pum Efficiency:1 701%
14.3!Hp ---
Horsepqwer.Rec d:i
Page 2

Sheet8
Acreage Calculations
Acreage
Total
re
-——-------
Zone l
# !#Int. Ext. Acres per Acres
3.307 i
14?� 1 0.167
32671
2. 121 0.147! 9� 0.167 .
31 0.167' 3.3671
9,941!
Page 1

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Irrigation Water Conveyance 430-DD-7
Plastic irrigation pipe(PIP)shall have belied ends or sep- Table 1.—Hydrostatic design strew and designatlon -
arate couplers and fittings that are suitable for joining the No alp
pipe and appurtenances by sciveot cement.ru ber gaskets, HO a em!
or other methods recommended by the pipe m ufacturer. desir
Such fittings and joints shall be capable of ' 'standing a Ptwk pipe material stress Designation
working pressure equal to or greater than that the pipe. aOV
PVC Type 1.1.Grade •...1N..N...NNMN..MM.. 2.� PVC 1120
Solvent cement joints. Solvent for solvent ce ent joints PvC Type I,Grade 2....................NN..... 2.000 PVC 1220
shall conform to ASTM Specification 0-25U r PVC pipe PvC Type ti.Grade t..NN.NN.»N.»NN..... 1,000 PVC 2110
and fittings and to 0-2235 for ASS pipe and ngs. PVC Type 11,Grade 1...............N..N.N... 1.250 PVC 2112
Solvent cement joints shall be used and con ed PVC"type 11,Grade t......N..N...M.MN.NN. 1,600 PVC 2116
according to the recommendations of the pipe ASS Type 1,Grade 2.....N......»NN....».... 800 ASS 1208
• manufacturer. ASS type 1.Grade 2..N.»N.......�...»..» 1,000 ASS 1210
ASSType 1,Grade 3N»...».»......»......... 1,600 ASS 1316
Rubber gasket joints. Rubber gasket joints all conform ASS Type U.Grade 1.....»..N..N.NN....N.. 1.250 ASS 2112
�00 PE 1s0a
a ASTM Specification 0-3139. PE Grade Pta..............N»...N»».».»...»
PE Grade P23....».N....»...N.».»......N»N Soo PE 2305
PE Grade P23........N...N.w....N...NN..N... 630 PE 2306
PE Grade P33.............N.N..N.N».N...N. 630 PE 3306
PE Grade P34............... 630 PE 34M
PE Grade P34.....................N........... 800 PE 34M
I •
SCS, January 1989

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7025RD-2.1"M Senninger Impacts provide years of reliable service.
• 25° angle for
overhead irrigation
- Double-nozzle design
provides enhanced distribution
7025.2.1"M
U.S. Diameter(feet) METRIC-Diameter(motors)
SPRINKLER (psi) 35 40. 70 (bar) 2.5 5.0
BASE PRESSURE q)1 :p 11`
R .-.,.�;>x K (psi) saes,. d�; 72.57
I fx3 14-Range Nozzle-(7/32)x q8 Sp r ° ozrl'nC Lavandor(till) 14x6 #1k1 ��' )
lav (gpm) 107 11A1; 1'?7�7zs 133 1°yH 14 r1� 751 d-1s)
Diam �P 1.5'hm9p1(feet). 106 111 115 a f17 119 121 "� _123 O 5 in(mm'1+'%32'' F_T,g' -
Oiam at8.0'hel➢hl(leap 114 118. , j¢S 26., 126 12d 130 20 ni(n)i) 351} ;,r ' 39.6
_ _ _
IGxe r;16 Rao➢o Nozzlo-(114 )x 08 Spfp zzlo_LavandoC(1/6F) _ t6z8' #11'Nzl(6 @i[pm)x#8 j:avopdor(S 16 nm)
FIG, (cP n); 134 '14.31 - 'r 8 •175 162 :.169 (IJs)., 086 '69 161J;; 08 5(I
l n a.151 ffoe`) 111,
. i 117 .. 129, 131 133 OSm(n) 343 383 37[ .- 390
D m a B} feet) 122 128 5 ` . .. (m) . 39 4 .1' 4t2"- 11.8 ...
' a r 118 16xe' #16'Nzl(714 mm)x#G-Laeander(o.t3Tlim)
216" 225 (Lis - 102 112 11 r 1 r 57' 7
t2aFA39 14Y -144' 0.5�if(m)r 361 p1'33A 395'. d 14.,
14jl, 147 2.0 m(m) 39 3 ,;?0.9 41 1 . 1
5132 ) -- 18x10 18 Nzi'(7.14 mm)z 1-10-"Rlrquais i,'
23A - 240 (IJs).:_ ,109'`-.'119 1�9- 6
9 74t 144 'A:.S
4 14n 11 2.0 m imr 39,31.>. 110.9 j _
20x10r #20'Rarfga Nox41 ._-(5716'�X#30.Sprondor Nozzle Turquoleo(5I32 ) 26x10 020Nz1(7.94 nn) i6 Tuquo cr797 in)
Flov (apr7j� `c%190 1209' 222 234 246 '25.7 267 277 (Us)° 1.26-{':1 Llsi 1 -9
Dram t1,5"hei➢nL(f ot) 124 130 =� 134 137,` 142 -.146 150 � :103 05)n:(rn) 3831,40 120 1 0 51-
DIu1P a160''hel6ht((cpl) % 133 137 1 110 143'. 147 °151 1541�3'
20x12 20:Rango Noule-.plj j x r#12 Spreader Nozzle Rod(3110") 20x12 4h20 Nzl(7.94 mnQ x 12 Rid(4 L )
Pa+l 19pmy< r1 x 213 22 B;.1 242 255 266 ' 27.9 29.1 30 (Uv1 13i 333);7 60 1.d2 1 73
allnoi7ht( oq1 '/124 136. 134 137 142 ' '1,16 150 6jS3 05 rq lmj 333 ! 40.5 42.0 10
D 133 - 137 110 143 147 151 154 „p15o .20.m n) 06, 42. 43.8 155
22x10 #22 Rango Nozzlo.-(11132)x 110 Spreader Noula.Turquoleo(5/32 ) z;' J7 22x10 422 Nzl( 73 nim)x#10-Tu rqumso(2.)7 nnil
FQ 7m1-: a28 44a,� 260 274 267 30.0 3123- " .0 ct �$ '159 1.72 16 1 0 0�1-'
Oia^t it.6'.he9 (not ,126 133 741 148 153 157 1601' A22 45.3. 474 48.8;. Y
Gaul.a[50 he got fro t)^ :13a 14t -� 146 150 155 159 1621" ,440 46.0 480 494-
22x12 F22�Rin90 No.zlo')11132 )x#123'Sproadur Noulo-Rod(311 G") ," 73 mm)x#12•Red(4.76 mm)9
rlov ( 4mf'( r ?46 263,.'7 279 29.4 30.9 32.3 33(i1.73 1.67 200 212.'
( 0 aT [i 5'j7r�ghl(ael� t). 28' '133 1,11 148 163 157 16Q' + -42 2 46.3' 47 4 48.6
C 1� aLt 0"Gs,yltt-{I,el1 -,_t t'Q aLi41- 146 150 155 159 162= '440 48.0 . 45.0 494
24x12 ? .t,' 19 38 f 5°reader Nozzle•Red 3116" 7dk21 4 ( 53 mm x#12-Rotl 476 mm 7zu ( ) ) ( 1
313 330. 346 36.2 376 Sal (� �' 1-{`7 1.94 2.09 224 2.36.
it 145 151, 156 160 104 ' ,43.6 46.3 483 50,7
156 155. 166 164 167 45.3 47.5 49S . 50.9
Diameters shown are for standard straight bore nozzles,and stream sualghtening vanes.Other nonles and/or vane combinations are available;
consist factory for specific performance data.Stream heights range from 8.5.15.5 ft (2.6-4.7 m)above nozzle based on pressure and nozzle size.
Se ninger Irrigation Inc. [phone] - Solid-Set Catalog - Page 13

State of North Carolina
Department of Environment and 4
Natural Resources
Fayetteville Regional Office .-% W--ftft wp-
in m
Michael F. Easley, Governor NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 11, 2001
Mr. Russell Wood
570 Wood Lane
White Oak, NC 28399
SUBJECT: Wettable cres Determination Status &Notification
Cedar Ba3 Farm,Facility Number 09-213
Bladen Cc unty
Dear Mr. Wood:
On November 30, 2000, I reviewed the i tew information to complete a second evaluation of your
facility with respect to a Wettable Acres Determination. The result of the evaluation and the
required action to be taken by you is ind cated below.
X Facility is exempt at this ime from undergoing a Wettable Acres Determination
based upon the new info ation provided. No further action is necessary.
Information that was provided was not sufficient to exempt the facility from a
Wettable Acres Determi ation."The Division of Water Quality will notify you at a
later date by certified mail detailing the requirements of a Wettable Acres
Determination.
The Division of Soil and Water Conservation appreciates your cooperation and the assistance
provided to you by your technical specialist. If you have any questions regarding this letter,
please do not hesitate to contact me at [phone] ext. 637 or at the address listed below.
Sincerely,
Trent Allen
Environmental Engineer I
cc: DWQ Non-Discharge Complian e Unit
/. Bladen Soil and Water Conserva ion District
II Jeremy Hill, Dogwood Farms
225 Green Street, Suite 700/Systel Bid, No h Carolina 28301 Telephone [phone] FAX [phone]
An Equal Oppo unity Affirmative Action Employer

:r
�Y
swi
ARM
. V Ai �'_V
DESIGN
a: , CONST UCTION O
PERATION,
AND MA AGEMENT PLAN .
FOR
Ru sell Wood
39 100 Sow Farm
July 231 1996
• f �Yi w
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM,'and all other State and Local Regulations
to the best of n % dV ,and belief.
1.96
• M. Floyd e— JE. 0
License No.mA Date
q
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r 4 DYD P%p
rr
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CHECKED BY: 1 (_
---� ) DATE: _ 7�Z kIS?(,, 0 `
71.sa f �
Y LAG ON DESIGN CHECK LIST
1. Copy of 026 and maps f clearin
g involved.
2. Dam safety -
N/� +� a. Dike over 15 fe t to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage vo umes -
a. designed volume exceeds needs
✓ b. all temporary st rage stored above seasonal high watertable
./ C. include statement from landowner when he requests no sludge storage
d. minimum 6 feet treatment volume depth
4. Operation & Maintenance Plan (sheet) -
✓ a. begin and end pump-out elevations
5. Location sketch -
a. distances to nea est residence
_ ✓ b. road numbers
/ C. north arrow
6. Hazard Classification Sleet (NC-ENG-34) -
✓ a. distance to nearest stream in event of dike failure
✓ b. distance to nearest public road in event of failure
C. topo map showing lagoon location and information to support a&b
7. Waste Utilization Plan
/ a. show all tracts 8. field numbers, field a acrea crops
g � ls
rM b. signatures of producer &person preparing plan
WA � C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
o
✓ d. ASCS maps of fields to be used for effluent
/ P 1 disposal
✓ ✓ / e. soil survey sheets showing all fields
✓ ✓ f. check suitability of soils for
crops planned
g. include attachment "B" on sampling procedure
8.
/ Soil Investigation Sheet (SCS-ENG-53$)
✓ a. minimum of thre- borings on Class IV & V lagoons
b. borings 2.0' bel w designed bottom of lagoon
C. location & elevation of borings in relation to rid sure
g g survey
d• seasonal high wa ertable
-X9. Seedingspecifications i�n laded (lagoon dike and other exposed areas around buildings)
1

10. Construction Specification (sheet included)
a. need for cut-off trench addressed
'Lillfir:•.--
.,✓� b. need for sealing o lining with impervious material addressed and anticipated
t` _ locations of such area identified
th, ✓ C. protection of liner during initial filling and near flush pipes addressed
6Y�
" 11. Grid Sheet (original or led gable copy)
/ a. gridded area large enough to include embankment slopes and surface water
/ diversions
/ ✓ b. location & dimensions of lagoon & buildings shown (lagoon inside top
/ measurements shown and lagoon corners identified by grid stations)
I / / C. surface water removal (pipes, outlets, etc) shown
✓�. d. soil borings location show
- e. TBM location & elevation shown
I
WA � f. existing utilities located (if applicable)
�2. Typical cross-section inch ded
a. dike elevation & t p width shown
I b. lagoon bottom ele ation shown
C. side slopes shown
✓ / d. effluent outlet pipe invert elevation shown
e. building pads - elevation & grade shown
WA ✓ f. cut-off trench shown - if required
/,_✓ g, liner shown - if reIquired
13. Volume Computations
✓_ a. excavation
b. dike fill
C. pad fill
14. Summary Sheet
� gt, ✓ ✓ a. design requirements
; A t ✓:_�/ b. excavation volume
q t ; ✓ ✓/ C. fill volumes
�; ff ./_✓ d. cut-fill ratio
e. job class
✓ 15. Location of subsurface drainage (if present)
PIA 16. Presence of utilities addressed
/ ✓
7 Observation of cultural resources statement included
�— 18. Operation is outside of jurisdictional limits of municipalities
2
t;;:;..,
�MY w_

PR
DESIGN SUMMARY
OPERATOR: Russell Wood
Please review the attached plan and specif cations carefully. Retain this plan for your use and records.
It is strongly recommended that you, your contractor, and Dogwood Farms staff are in agreement as to
how the lagoon is to be constructed. Dogwood Farms personnel will meet with all concerned parties and
walk over the site to explain all flags and markings. It is important that everyone understands what is
expected so that final construction meets r lans and specifications and the job can be certified.
The pad dimensions and grades are the bet estimate. The builder or contractor is responsible for final
layout and design of the pads. Dogwood arms will assist in a limited capacity. The major concern of
all parties shall be the proper design and onstruction of the waste treatment lagoon.
The actual amount of material required f6i pads and dam may vary from the estimates. These estimates
are provided exclusively by Dogwood Farms. The design will attempt to balance cuts and Ells as close
as possible. If additional material is requir d after construction is complete on the lagoon, the contractor
and owner will negotiate on the price and location of the borrow area.
It should be noted that certification of he lagoon will depend upon all specifications being met.
Important items include length, width, dep h, slopes, topsoil placement, correct elevations (top, bottom,
discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT?T? YES NO X
DESIGN REQUIREMENT: 2,184,071 cu. ft = 80,891 cu. yds
ESTIMATE OF EXCAVATION: 1,416,500 cu. ft = 52,100 cu. yds
ESTIMATE OF PAD: 1 169,424 cu. ft = 43,312 cu. yds
ESTIMATE OF DIKE: 227,542.5 cu. ft = 8,427.5 cu. yds
I
ESTIMATE OF MATERIAL FOR SAND -CLAY LINER: = Not Calculated
Ratio 1:1
I
Total Excavation = 52,100 cu. yds
Designed By Bryan C. Spell 7/23/96
Date
Design Approval 3� 6
Date
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LAI�GOON DESIGN
Operator. Russel Wood County: Bladen Date: *«*********
Distance to nearest residence (other than owner): 1750.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows (farrow to finish) x 1417 lbs. _ 0 Ibs
0 sows (farrow to feeder) x 522 Ibs. 0 Ibs
0 head (finishing only) x 135 Ibs. = 0 Ibs
3400 sows (farrow to wean) x 433 Ibs. = 1472200 Ibs
0 head (wean to feeder) x 30 Ibs. = 0 Ibs
Describe other: 0
ITotal Average Live Weight= s 1472200 Ib
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
I Volume = 1472200 Ibs. ALW x Treatment Volume(CF)/ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume = 1472200 cubic feet
I3, STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet !U � 0 9 urn ILPw�
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
540.0
I : Inside top width (feet)----------------..-___ 540.0
Top of dike elevation (feet)---------- ----- 46.2
Bottom of lagoon elevation (feet)------------ 36.2
Freeboard (feet)------------------- --- ---
1.0
Side slopes (inside lagoon)------------------
- 3.0 : 1
t it
,a Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 534.0 534.0 9.0
AREA OF TOP
LENGTH *WIDTH =
534.0 534.0 285156 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
480.0 480.0 230400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
507.0 507.0 1028196 (AREA OF MIDSECTION «4)
CU, FT. = [AREA TOP + (4-AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
s 285156.0 1028196.0 230400.0 1.5
/► Total Designed Volume Available = 2315628 CU. FT.
tY4
; : 4

5. TEMPORARY STORAGE REQUIRED
DRAIN
AGE AREA:
Lagoon (top of dike)
Length *Width=
540.0 540.0 291 E 00.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 291 00.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces& urine production in gal./c ay per 135 lb.ALW 1.37
Volume= 1472200 lbs.A W/135 lbs.ALW* 1.37 gal/day 180 days
Volume= 2689219 gals. or 359521.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water sed 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.
I
Volume= 0.0 gallon!;/day* 180 days storage/7.48 gallons
Volume= 0.0 cubic f et per CF
5C. Volume of rainfall in excess of evaporation
i
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
e per foot
Volume = 170100.0 cubic feet
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5D. Volume of 25 year-24 hour storm
Volume = 7.5 inches/12 inches per foot'"DA
Volume= 182250.0 cubic f et
TOTAL REQUIRED TEMPORARY STORAGE
5A. 359521 cubic feet
5B. 0 cubic feet
5C. 170100 cubic feet
5D. 182250 cubic feet
TOTAL 711371 cubic feet
6. SUMMARY
Temporary storage period=====_ _____________> 180 days
Rainfall in excess of evaporation=: 7.0 inches
25 year-24 hour rainfall======_ ==_===F,===> 7.5 inches
Freeboard================- =-====---====_===> 1.0 feet
Side slopes=_______________ ___ ___ ___> 3.0 : 1
Inside top length=====-=-----= --------------> 540.0 feet
Inside top width=--=--_--_--_-�-_�_____�_-_> 540.0-- -- feet
Top of dike elevation=========_ ===__====_==> 46.2 feet
Bottom of lagoon elevation===== --=---==-_=> 36.2 feet
Total required volume========_--_____________> 2184071 cu. ft.
Actual design volume========- -=---=--===--=> 2315628 cu. ft.
Seasonal high watertable elevatio (SHWT)===> 39.7 feet
Stop pumping elev. __-__- ______________> 42.2- � - �- feet
Must be> or=to the SHWT elev=--=======> 39.7 feet
I Must be> or=to min. req.treat ent el.=> 42.2 feet
Required minimum treatment volu e===========> 1472200 cu. ft.
Volume at stop pumping elevation _==---=====> 1488672 cu. ft.
Start pumping e1ev.--==----__ _____________> 44.2 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 r.-24 hr. r infall==>
Y 2133378 cu. ft.
Volume at start pumping elevation =---====_=> 2033664 cu. ft.
Required volume to be pumped__ 529621 cu. ft.
Actual volume planned to be pum9Ted==========> 544992 cu.ft.
Min.thickness of soil liner when re uired==> 1.5 feet
I �
7. DESIGNED BY: APPROVED BY:
DATE: '? 7/ �l f Q CQ + DATE: 7/3-c-/-26
NOTE: SEE ATTACHED WASTE W TILIZATION PLAN
COMMENTS:
I
I6

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
am
_� Rev, S-f0 SOIL CONSERVA71ot, SC'RVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME--- B I)ISTRICI' r__
,A--. DATE COUNTY-
S. C. S. P110TO S11EE'r N0. WO1tK UNIT
WATFRS11E:1; AREA MEASUREME TS -
CROPLAND —ACRES PASTURE ACRES
A C R IS TOTAL WOODLAND ACRES POND CLASS WORK UNIT CONSEI(VA'CIONIST
SKf."MIJ OF PROPOSED POND SHO INC; WHERE BORINGS WERE MADE (Approz. scale I"= feet)
tt Locale referemcc point ')n center line of dam and Identify on sketch.
.n
7-N n t. Irk 13
lei
11•, '
,�tw .�• � Sr ,yam
I �
aF(
t' V 4 1. LL
tC Q 1z
SHOW BORING NUM)3ER AND PROFILE
DEPT1i A(oAt and list dam-,silt and saillway borf os first•then ponded area and borrow pit borfnps•seporott with scrotal red tine.
(Continued on back whrry necessary) SA w woler fable tevations on dam-slit borings.
SCALE
1 2 3 4 5 7 1 81 9 _151 12 13 14 15 16 p 18 19 20 21 22 23
N
I
! I _ 5
t t CL CL Z t T
Z- 3 CC. 30 CN r co
3-9. 5 cF c C►i c la
4-5 SuJ 01 L CN
_
C 14 c c Sc�1
CV'/ —
7 _ L SW
4 t ry :n tUa r
BORINGS MADE BY SIGNATURE & TI'TLE
CAQ 1-1t"LE
7

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TYPES OF MATERIAL INCOUNTCRED IN BORINGS
(Use one of ystems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-IVell graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
1 GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy loam
SP-Poorly graded sands I-loam
Shl-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,V.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
b1H-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available Yea 0 No (indicate where lotu(ed on tht sketch on
mmru side)
REMARKS:
tArldgr, Coy `cYFr1
W c.• N a.. �'W.••t. "$a K�. Q r�.t.s.,b 1� +1a'� �0 1?f•�e�tia--Ir e G
I 1
2. Explain bazards requiring special attention in desi n (secpepe,svrino,.rvc,E err
5'hGy Zt abev� \2AAM., a C�my �Vty V r.
1� V,v'lC,
I
GENERAL REMARKS:
Qr aino�.0 �'ti` �' �5 �•t `t��� 5 �� cJ'V.'Q. Nw.C�'cv
loc�e a�� Ye�ave.
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21 25 26 27 28 29 30 31 32 33 34 35 36 37I 3� 39 a0 41 42 43 44 45 46 47 48 49 50 51
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�.HAZARD CLASSIFICATION DATA SIIEET FOR DAMS
•Landowner Russell Wood CountyBladen
5 Ft.
;:;Estimated Depth of Water to Top of Dam
Length of Flood Pool 500 Ft.
, , ,.,-r�. ti try''; •;,.;
Date•of Field Hazard Investigation 3/2 /96
' ,•ri tiNU•• ,t'•4,t'�,'.y.,
aluation by reach of flood plain downstream to the point of estimated minor effect from sudden
failure.
k:��i �,w�, x= , Est. Elev.
Y ' r El Est. Elev.
..• t4
;rl,f:: _►�: E• Kind of Improvements:; P of Breach
Reach ;Length ; Width : Slope Land se i In rovements
:•:.:
Above ; Floodwater Above
;��=N ra.,� �• -..;�' _ .c � ' Flood Plain '
Flood Plain
, None ` f 15
Ft. Ft. /o ; Farmland ; N/A
1 500' 100' <
s
Wooded
2 ;
•
Describe potential for loss of life and daniagip to existi ig or probable future downstream improvements
for a sudden breach. A sudden failure o the struc ure will not endanger life nor cause 1.1 se si nificant
�Cs.t3t` ' dams a to buildin s a ricultural land or blic roadivays. The structure is aDproximately4 150 feet
'lti-,
r from Harrison Creek and approximate l 2 2Q0 feet fro n HWX 53.
Hazard Classification of Dam (A, B, C) (see NEM-Pa t 520.21) A
NRCS Dam Classification (I, II, III, IV, V) V
I �
BY f Date 7/30/96
M. Floyd Adams,
MMM

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
• `� ••,tin ti .,r ..
This lagoon is designed for avast treatment (permanent storage) and
180 days of temporary sto age. The time required for the planned
fluid level(permanent and temporary storage)to be reached may vary
:due"ao'site conditions,weather, f ushing operations, and the amount
,.,. oq fresh water added to the system
180 days storage for:
` The designed temporary storage consists of
waste from animals and (2) e�cess rainfall after evaporation. Also
� ed is storage for the 25 year-24 hour storm for the location.
:"'includ
The'Volume of waste generated rom a given number of animals will be
, • t *;fairly
'constant throughout the year and from year to year, but excess
,r.:►';:.•�hrainfall will vary from year to year. The 25 year rainfall will not
momj' be a`factor to consider in an annual pumping cycle, but this storage
V` �.,wolume must always be available.
A maximum elevation is determi ed in each design to begin
'• ;'"`'''' �'
pumping and this is usually the outlet invert of pipe(s)from
�, 4• •:.:,ti.''-:�� i"p,its=.,; :
If the outlet pipe is n t installed at the elevation to
�
begin pumping, a permanent me rker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
,�-•t � f to stop pumping to maintain la on treatment depth.
Pumping can be started or stop ed at any time between these two
`• "' 'F`' elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching. •
Land application of waste water is recognized as an acceptable
method of disposal. Methods of ape lication include solid set,
•.c.�4�'��-��:;�;�:
' ,t�s ,• center pivot,guns, and traveling1gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
� .f -. The following items are to be carried out:
1. It is strongly recommended tf at the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces t e concentration of the initial
• r �� waste entering the lagoon there y reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization, plan shall be followed. This
plan recommends sampling and nesting of waste (see attachment)
before land application.
J . 3. Begin temporary storage pull p-out of the lagoon when fluid level reaches the
elevation 44.2 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 42.2 . This temporary
storage, less 25 yr-24 hr storm, (contains 544992 cubic feet or
4076540 gallons.
,ii•ti:ri. 10

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommende maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetati n should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or are as damaged by rodents and
establish in vegetation.
7. All surface runoff is to be divert 31d from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a w II. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
I
11

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lalloon embankment and building pad shall be
cleared of trees, logs, stumps roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After tripping, the foundation area of the
lagoon embankment and build ng pad shall be thoroughly loosened prior
to placing the first lift of fill me erial to get a good bond.
EXCAVATION AND EARTHFI L PLACEMENT:
-----------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
as sod, roots,
bstoes over
enches indiameter,b free of material s�ch and otherr'objecti Enable maiterialn To the extent
_ they are suitable, excavated m terials can be used as fill. The fill
shall be brought up in approxim tely horizontal layers not to exceed 9
inches in thickness when loose nd prior to compaction. Each layer
will be compacted by complete overage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE
" 1.5 ft.
f NOTE: LINERS (PARTIAL OR FULL)ARE REQUIRED WHEN THE ATTACHED SOILS
... INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
# ENCOUNTERED DURING CONSTRUCTION.A TYPICAL CROSS SECTION OF THE LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR"
r When areas of unsuitable material re encountered, they will be over-
t excavated below finish grade to the specified depth as measured
perpendicular to the
finish grade The foundation shall be backfilled
hx as specified to grade with a SCS ap roved material (ie- CL,SC,CH).
REFER TO THE SOILS
" `,> ^tCONSIDERATIONS. iNVESTIG TION INFORMATION IN THE PLANS FOR SPECIAL
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SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball whit 1 does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than opt mum water content during placement.
The maximum water content relat as to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes p acement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard,the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than th type of clay used for the
liner, is the efficient construction p ocessing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clal soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected fro the discharge of waste outlet
pipes. This can be done by using ome type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
1
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of iapproved seeding dates.
REMOVAL OF EXISTING TILE DRA NS
-------------------------------
When tile drains are encountered, IN t the will be removed to a minimum ,
Of 10 feet beyond the outside toe of s ope of the dike. The tile trench shall be backfllled and compacted with good material such as
SC, CL. or CH. , a

ac:
1 SEEDING SPECIFICATIONS
-------------------
AREA TO BE SEEDED: 4.0 ORES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 30 LBS./ACRE
(BEST SUITED ON C EY ORoWET SOIL CONDITIONS)
SEEDING DATES: SEP EMBER 1 TO NOVEMBER 30
FEB UARY 1 TO MARCH 30
120.0 LBS. RYE GRAIN AT 30 LB SJACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBSJACRE
(SEE FOOTNOTE NO. 1
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APR[If 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBY./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECE BER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY 'AFTER EARTH MOVING IS COMPLETED,
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT, APPLY MU CH AND SECURE WITH A MULON
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING B HIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA 3E INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHE .
i

TYPICAL VIEW OF ON: :STAGE LAGOON SYSTEM
NOTES:
CONFINEMENT BLDG.
TOP WIDTH Iz� SETTLED TOP ELEVATION ��•�
PIT
PIPE INVERT ELEVATION
HIGH END PAD ELEVATION:
LOW END PAD ELEVATION: Ll'-I, 1
PIPE DEPTH AT
SUPPORT ADEQUATELY ' START PUMPING
VOLUME ESTIMATES Lj 1'
EXCAVATION
Lagoon r
FILL
Dike k�C."�.� t,�•�o� BOTTOM ELEVATION,,��,_z
Pad Ll?., (.,_ d^ �f INSIDE SIDE SLOPES
Total Fill t wr-: 1 ;�, cry OUTSIDE SIDE SLOPES Ste_
CUT/FILL RATIO
PLACE RIP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER.

DOUMD FARMS- ZL
C.
Ci+inton North Carolina
7 Fonn 1421
PLAN OF EX AVATED STORAGE LAGOON
NameC ,
� Date IZ
County
Address
LtPZ l! --
Use of facility ": �� '.� �-�� r-
Capacity
Soil Type Gallons
Bench Mark Description Z..
LI MARY
Bottom
Elev.
Normal Liquid Level I
Storage for Normal Precip. Elev.
i
Maximum Liquid-Level N �' In.
25 Year Storm Storage Elev. �/�j,S-- ;
Crest ESW ! +) `�•S In.
Maximum Flow Depth ; Elev.
Freeboard N . 3
Ft.
Top of dam N 1.6 Ft.
T.B.M. Elev. _(16 . z
Elev.
17

1
Cli ton North Carolina
Form 1420
Name: n1 :
Lagoon rt
No. of Shots (Elev.)
Sum of Shots (Elev.)
Average Ground Elev.
Top of Dike
I Bottom of Lagoon
�G, .z
SHWT
Length of To ?�
g P
Width of Top `
Area of Top at Elev. .
Area at Average Ground Elpv.
<�!�.G0
Area of Mid-Section at Elev. 9 r>> '
3 , (Center te)fol C Qtq(r?. s . ft.
Area of Bottom of Elev. Z�/�'Zoe' q
�G�G sq. ft.
Depth of Cut
J.7 3 ft.
Dirt Removed (Cubic Feet) II
I Im,.5�a0,'/u. ft.
Total Excavation (Cubic Yards) -
S� l�,r`�Cu. yds.
Under-cut ' - '' Thick on Bo tom & Slopes
Bottom of Lagoon ( ° x ') x '
cu. ft.
Side Slopes - East & West (_ , x ') es x ' x Slopes cu. ft.
Side Slopes - North & South ( ' x ') ' es x Slopes� P cu. ft.
Excavation (Cubic Feet)
Total (Cubic Yards)
cu. yds.
Total Excavation (Lagoon & Under-cut)
cu. yds. �
NOTE: CIay Liner will be figured extra: T tal Clay cu. yds.
*Clay Liner will have to be figured at time otexcavation due to availability of clay on site
18-

Cl nton North Carolina
( Form 1419
Name: l ..����;� ✓vim
P d&Dike#
I DIKE
Dike Elev. ft.
Area of Dike �y sq. ft.
Number of Elev. Shots "l Z
l
Sum of Elev. Shots viz'
Average Ground Elev. ft.
Depth of Fill ft.
Cubic Feet of Fill cu. ft.
Cubic Yards of Fill K. _ cu. yds.
1.3 to 1 Ratio Added - cu. yds.
'i �
I
PAD
Area of Pad 4 Z.S x ?>{,v sq. ft.
/G/ 500
Pad Elev.
-
Average Ground Elev. �f -3 ft.
Depth of Fill i #}
S. S '7
Sum of Elev. Shots
Number of Elev. Shots t�
Cubic Feet of Fill cu. ft.
Cubic Yards of Fill �. cu. yds.
1.3to1Rai Ratio cu. yds.
</s l�. 0
Total Fill (e
xcluding Clay Liner) ' � Z �--cu. yds.
f
1
19

J
LAGOO LIQUID SAMPLING ATTACHMENT
I• SAMPLE COLLECTION
A. Lagoon Liquid
;. 1. Collect approximately 112 pint of recycled lagoon liquid from the inflow pipe to the
flush tanks.
2. From Lagoon
a. Place a sma I bottle(1/2 pint or less) on the end of a 10-15 foot long pole.
b. Extend the I ottle 10-15 feet away from the bank edge.
-y.• c. Brush away any floating scum or debris so it is not collected with sample.
t4 d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at a proximately 5 locations around the lagoon, place into a bucket,
thoroughly mix, and empty 1 pint into sample container.
3. From a multi-stage lagoon system collect sample from lagoon that is going to be
(
irrigated from.
II. SAMPLE PREPARATION A D TRANSFER
yr}
A. Place the sample for analysis into a flexible or expandable container that can be sealed. The
container should be rinse clean with water and free of any residues but should not be
i ;r' chlorinated or treated in at y other way. Dry litter may also be placed in a sealed plastic bag
such as a freezer bag.
B. The sample should be re rigerated, iced or cooled, if possible or transferred to the lab
immediately.
C. Hand-delivery Is the most -eliable way of sample transfer, but it can also be mailed.
D. If mailed, sample contaii er should first be protected with a
P packing material such as
newspaper, then boxed or ackaged with wrapping paper and taped.
E. The NCDA Plant Analysis ab provides this service for a nominal fee of$4 per sample which
should be forwarded along with the sample.
r
s :%r 1. Address: NC Depf rtment of Agriculture
Plant Analysis Lab
r „ Y
Agronomic Division
Blue Ridge Road Center
Raleigh NC 27611
Phone: [phone]
4r. Attn: D . Ray Campbell
F. Request that as a minimum the following analyses be performed:
tl,+r�rl t. Total nitrogen (fKN)
` 2• Ammonia nitrogen (NH3-N)
3. Total phosphorus (TP)
+ $ 4 Potassium (K)
+" 5 Dry lutcr samples shot Id also include a total solids TC analysis.Z ( ) ana Y
ASN ` gGr�`blhci analysMuerformed a no extra cost by the NCDA include trace minerals.
�� 'a i �.. •��11yyl� i�,1 S�'.
l P � ryVy�^FS IAf(4� i

iu
United States Natural NC-CPA-17
Department of Resources REV. 1, z-ss
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
CENERll,INFOR�LATION
NAME Wld«F Wo�rp LOCATION ON 4\wy Si Abed A 'fes
YZl HenkyeyTT RO. _ IN,Y1\. eS W1.:1a Czk
wTt\1W iSPRCNI:[, Nil Z7_5-,9Z C-
TELEPHONE 919 - <s 3 9_ Z 9 Z[o SIZE OPERATION 340cs Saw
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER—1'150 FT.
DISTANCE FROM NEAREST PUBLIC FACILITY(school,church etc.) FT.
w
IS SITE WITHIN 100-YEAR FLOOD PLAN7 YES_ NO
If yes,NRCS cannot provide assistance.
IS SITE AT LEAST too Fr.FROM A"BLUE I.iNE"PERENNIAL STRHANI? YES Z NO
If no,site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES_ NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
( ARE UTILITIES N CONSTRUCTION AREA? YES_ NO
If yes,see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND? YES_ NO_,1
If yes, producer must complete Form NRCS-CPA-38(Request for Certified
Wetland Determination/Delincation).
.N,.;. WILL ACTION RESULT IN SWAMPBUSTING? YES
IF WETLANDS ARE INVOLVED,11.15 THE RESPONSIBILITY OF THE PRODUCER TO CONTACT TILE US AR\IY CORP OF
t ENGINEERS AND THE DIVISION OF ENVIRONNIENTt\L NINAGENIENT TO DETER-MINE iF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED,T11E PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
!{' IS MADE.
•: ;I NRCS will provide technical assistance in wetlands only under the following conditions. For natural wellmid
inclusions less than one acre in size,NRCS will provide assistance only it the functions and values lost are full
y
mitigated. For natural wetlands greater than one acre in size, NRCS will provide assistance only after a
rigorous sequencing process to include avoidance, 111ininnizad6011 of impacts, and compensatory nnitigatio n is
carried out in that order of preference.
f'.
ODOR CONTROL
HAS ODOR CONTROL.BEEN DISCUSSED WITH PRODUCER.:
.ur PREDOMINANT WIND DIRECTION? YES NO___
i PRECHARGING LAGOON WITH FRESH WATER I'D AT LEAST 1/2 YES NO
'i. OFTHECAPACITY? ---
. '" USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES ✓ NO
i ' OF WASTE?
,
i
29
q

j , � � r • S r 4,�I�,�I`,�� i�ia �� 1 . �� < "� .r �t1J'f ti r P yt
Ll
.: >'1✓ �"�,1,!i'✓� j� 7�„r.'?d'S� I 96 a l .,r.. ?' '1''"yyx
Page 2
ItAD[TAT FAFSCNTI YES_ NO—Z
'INt(=ED IN Tf IE PLANNING AREA OR
" �SDIAdWr NATURAL SCENIC AREA? YES_ NO
SITE LOCATED IN THE PLANNED AREA? YES NO
d� 7
STA OR LOCALLY IMPORTANT FARbfLAND3 IN TFIE YES, NO_
- SODBUSTING7 YES_ NO
' o[the above.is yes,NIZCS ivill not provide technical
cncollc Isfollorrcd.
ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES NO
ALTIIOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY? --
zi-'?.
DUCER 2lAVEACCESS TO MORE,LAND? YES NO_
D;�D,WNED BY PRODUCER CAN PRODUCER GET AGREEMEM ON LAND }'ES NO
C APPLY WASTE? '—
w. �..
as �III{xtlon Plan to site evaluation.)
f.'
--
( VIM. .P,CATION-VALID ONLYIF SOI L IUVL''STIO.CIION --
r �¢Y LIT+ y CHED.,
S IL UIl'ADLE FOR LAGOON? YES NO
;1tt"t;triER REQUIRED? YES NO
{ PS�O)'LINEATO DE USL•D: CLAY V BEN'CONII'L_SYNTHETIC_
S ;IFiCLAYLiNEA IS TO BE USED,IS SUITABLE CLAY AVAILABLE ON YES ✓ NO_
s sr'ian w s.".
dACLAY IS NOT AVAILABLE ON SITE,DOES LANDOWNER HAVE YES NO
' 'ACCESS TO CLAY?
IS A CORE TRENCII REQUIRED? YES_ NO 1_;n¢ -;do
o�d
(Attach soil investigation sheet to site evaluation.)
fluNv+>., o.s recede
IS SUBSURFACE DRAIN TILE PRESENT? YES ,/ NO
(If yes, tile Must be removed or plugge(j) ---
SITEAPPROVED YIiS� �IU CONDITIONAl.r _ ._
f, COMMENTS S_aete.�esas--.w:�1.L�e�uiY_2 w L»Lr_,..�i.ispac�l ia,"s._
f�
j THIS SITE INVESTIGATION IS VALID FOR TWELVEMONTHS FROM THE DATESHOWNIBELOW. 1FC )NS'1'ItUC'170N
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS,ANEW SITE INVESTIGATION WILL BE REQUIRED.I!
I nn
SIGNATURE_ X �_ DATE._3/ /_9(�
I!Changes in the local or state law or changes in the standard could require a new site investigation.
7
30

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as
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Bladen County Health Department
,THORIZATION FOR WASTEWATER SYSTEM CONSTRUCTION
* THIS AUTHORIZATION VALID FOR FIVE YEARS ** PERMIT #: EH003651 4
Owner. . .WOOD, RUSSELL F
Phone No. . . 866-5415 (�son�Robbie 'Woodj
Tax . . Quads 't
. ._.. ..
Address. . . 500 WOaD .,LANE,.,,',,�. , ITE,,aAK, ..NC. '28399
Sub Div/MHk.. . . u
�-S Rd. . :hwy 53 west
{ :i' 7
i .
i
Locat ion. .;.,HWY 53 :W AP.,ROX 1 MI ,PAST BOY SCOUT CAMP TO HOG FARM ENTRANCE :: 4
RIGHT TO SITE: QFF ROAD:•IN FIELD
Type of Sys.te n. . .PUMP
Authorization :y. . .T. C. Z11Ht,RRELqON, RS Date. ..,. 091197
Remarks. . 900 GAL. -'FkjMP TANK W/AUDIBLE AND VISIBLE "ALARM NEEDED; 2" SOLID
PIPE ,FROM PUMP .,'TAN.K TQ DRAINFIELD; MAINTAIN; 10.0' .:MINIMUM DISTANCE FROM ANY
WATER SUPPLY
1 WASTEWATER Sy tm CONSTRUCTION AND INSTALLATION MUST MEET ALL
CONDITIONS SET FORTiIN TEE IMPROVEMENT ,PERMIT AND THE ATTACHED
-
j SITE PLAN. 1
2 . ' THE WASTEWATER SYSTEM SHALL NtT E' COVERED OR PLACED INTO USE
UNTIL INSPECTED BY THE BLADEN COUNTY HEALTH DEPARTMENT AND AN
OPERATION PERMIT ISSUED.
3 . 1 ANY ALTERATION IN SITE OR SOIL CONDITIONS (INCLUDING LOCATION OF
STRUCTURES) , MAY SUBJECT THIS AUTHORIZATION AND ASSOCIATED PERMITS
TO REVOCATION.
I
i
r
03.5045

Bladen County Health Department
--IMPROVEMENTS PERMIT PERMIT NUMBER: EH003651 4
OWNER': WOOD, RUSSELL
PHONE
4: 866-5415 ( son-Rqb ,xe W�,od) --",:TAX NUMBER:
ADDRESS: 500 WOOD LJNltWHITE, 4AK', NC �2,,8 39 9; -.LOT # :
s y
SUBDIVISION OR MOBILE.-HOMF_._P NRKtK t
Y
STATE ROAD: hwy< 5 3:-�-we s t QUADRANT: 0 0 TYPE
i.
L
r
.1
LOCATION: HWY, `5'3W TO WHITE OAK �" GO:,BY-BOY SCOUTS CAMP; APPROX. 4 MILES WEST
OF WHITE OAK;; A GO 13 MILE ''W S7,-1FROM CAMP TO FARM; FARM, OR RT; OFF ROAD IN FIE
RESIDENCE: YFS , [ /_: N4''r[ ] NUMBER OF`1 BEDROOMS: [ ]
BUSINESS : Y S NUMBER OF EMPLOYEES: "[ G05 ]:
OTHER► 5 [X] .../ NO [ ] DESCRIPTION: [HOG FARM OFFICE J
BASEMENT PLUMBING: YBS. ] / NO [XJ
7� x
(71ATER! SUPPLY: PRIVATE - [X,J PUBLIC � :[' ] OTHER [ ]
-NEW INSTALLATION: REPAIR
TANK SIZE V0'0 0 :GAL GAL`
Y '
DESIGN FLOW -500 : AL GAL'
ACCE P ANCE RATE `0 8':1-
ABSO TION AREA �6,26 SQ:,FT '` SQ::_FT
TRENC DEPTH "`�4 .'INCHES INCHES
TRENC WIDTH 36 . NCHF,'tS ' :: INCHES
TRENCH SPACING 9 FT(OC) FT(OC)
TRENCH LENGTH (EA) 67 FT FT
NUMBEi OF TRENCHES 3
CONDITI NS: 900 GAL. PUMP TANK ALSO NEEDED; 2" SOLID PIPE FROM PUMP TANK TO
DRAINFI LD; MAINTAIN 100 MINIMUM DISTANCE FROM ANY WATER SUPPLY
THIS PERMIT SHALL BE ACCOMPANIED BY A LAYOUT SHEET WHICH SHALL BE AN
INTEGRAL PART OF THIS IMPROVEMENT PERMIT. THIS PERMIT IS VALID FOR
60 MONTHS . THIS IMPROVEMENT PERMIT IS SUBJECT TO REVOCATION IF THE
SITE �LANS OR THE INTENDED USE CHANGES FROM THOSE SHOWN ON THE
IMPROVEMENT PERMIT. ANY CHANGES FROM THE ABOVE SHALL REQUIRE HEALTH
DEPAR MENT APPROVAL.
DATE: [ 09 ]/[ 11 ]/[ 97] AUTHORIZED AGENT: T. C. RRELSON, RS
09-5(14S

Animal Waste Management Plan Certification
(Please type or 2rinE all information that does not require a signature)
.. ....... :.-.: -... .....;;}•h:.:yl.....i:•rh...: 'Yl.• ,:"}' y:' }v }:.% •:•rx•.v"r;}:}:vrv:•:4:4:•:- v,r}..
♦• ;..:•.M1:�;Y .v..r'.:.;� _• 1 r l � JC }. 1. .:rh.•x{•�.•:•kr:;i. r. J!... �•;•j ..f f..N f...v:{•`r':•.;wm
r/G:Ci' �'.1 � c
. .. ...... .. .
General Information:
Name of Farm: 1a 0 Facility No: -
Owner(s) Name: Phone No:
Mailing Address: a)
Farm Location: County Farm is located in: &aZeda
Latitude and Longitude: ,3 Lig / /5 Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road names, directions, milepost,etc.): D swa
rd ard &xe Meer"[/
l'o,
�Z m: le 420 s2- �O 22W a-,!i( �_t_�/_Y✓l � S' g2AI_ _/�/V r3
!e Jr--b urn
4
Operation DescriDtion:
Type of Swine No. of Animals Typf of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder Layer 0 Dairy
0 Feeder to Finish Q Pullets Q Beef
a&arrow to Wean 3."0
0 Farrow to Feeder
0 Farrow to Finish Other Type of Livestock: Number of Animals:
0 Gilts ..
0 Boars
..... .•y..,y.;r •.'.r• .y •l.:.•r titNO,
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:S•\�. •}�YNr•• .Z. }M V ♦ }} ,'L��.5�• •'rO., Y.::.r��?•}:' L•}xfit}:r�r A}}h ,YN }:l.1NG•.r �X f.?•''.Y{:.Y { .1• A• {'r
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r� .{. iv}{'4`"' y�`Yd`�: :oY�•.x,} -:.� 4 : .,, $ .}g?3• ,_�,•:;�.x;}•$::.. •{�tt}'?}•.}.vro' i4' >;S •{x; $:r?•}ti'x.•i:r;r..
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NINE
\• $: }# ..{ .,,,,+ ;•M1 :xY\ •�' :{ •}•: .;,.:,•..ti:xH;::;c$}.;;}}•:' •1 v$x<}M1r;t o> :• r •ti w.a;r.'.ly .:{.}ti.Y r•.?•::,•}:�r::;:;:'.:
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• •hx ••N •frr �}1�yy 'Vx}'LY.{ }: .��,• 'AN y Y.Y'' y::Y{h}•.1':•?r.}}}1::4:{rf.S•�•}:Y:M1•r
' � r..... y....fs� �1G:fViiiW. •.•x;>{•:.. •..a ..rn-....•:.: YftLtCit(• 'Y�Ji.:[itilf•� j•'•I.�':• {Yk 'ybtik~.x•^vi•:•Q Ct r•}N. i'3.ii'•K:::{:{{}}v{{.r:r:{}•:.:::�}h?}.hr,.T:.ti}:
Acreage Available for Application: Required Acreage:
Number of Lagoons/Storage Ponds : Total Capacity: z_3a &7-9 Cubic Feet(ft3)
Are,subsurface drains present on the farm: u or NO (please circle one)
If YES:are subsurface drains present in the area of the LAGOON ovOPRAY FIELD please circle one)
Owner/Manager Agreement
• I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
andmaintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities' will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by;the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at zhe office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
- plan!is changed)within•60 days of a title transfer.
Name of Lan wner : RoS e c� . "Od
Signature: Date: /p—
Name of Manager(if different from owner):
Signature: Date:
ASV :_ August 1, 1997 1

Technical pecialist Certification
I. As a,technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal-waste
management plan that meets-or exceeds standards and specifications of the Division of Environmental Management
(DEM) as specified in 15A NCAC 2H.0217 and e USDA-Natural Resources Conservation Service (MRCS) and/or the
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(SD, SI, WUP,RC,1), the technical specialist should only certify parts for which they are
technically competent.
II. Certification of Design
A) Collection. Storage. Treatment Svstem
Check the appropriate box
Q Existing facilitv without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New. expanded or retrofitted facility (SD)
Animal waste storage and treatment sauc es, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minim�nudards and specifications.
� A CARS.,�o
f
Name of Technical Specialist (Please-,Prig Q` • �� 'ice,� `
Affiliation y I o - -� Die Work Completed:.Tfo,�y
Address (Agency): ? v, 2SOS• r4 i 711344 Phone No.: 9 to
Signature: Date:Date:
B) Land Application Site,(MW) ��i�,��0Yp
minimum A�
The plan provides for nimum separations(buffers5I,'Ja tquate amount of land for waste utilization;chosen crop is
suitable for waste management;hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print)';
Affiliation Date Work Completed: • -/
Address (Agency): P 6. ao,r 4ri 611 ;;;.,.o,k, ti4 Zs:TZ 4-ovlyg Phone No.: Div-s i -zioq
Signature: Date:/o-zz- 4:Z
C) Runoff Controls from Exterior Lots
Check; the appropriate box
C'T Facility without exterior lots SD
This facility does not contain any exterior lots.
a Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):'
Affiliation _Dc4 cVnt)r1 Far. s Date Work Completed: /O 47
Address (Agency): Ze. 4 C c Z93Z -oa 4 ' Phone No.:_9/y-S'Gt-zioY
Signature: Date:
AWC =- august i,I 2
l

D).Ap_ejitation•at d Handl,�' Lquiyi , tit
Check rite appropriate box
+. Exicting or exo0di e_ waste mucation equip= (WUp or n
Animal. waste applimdon equipme�t specified in flu putt has been either field calibrated or evaluated'in
accordce with existing design ch and tables and is able to appiY waste as necessary to accommodate the
wastan
e management Dian:(existuig a Iicatian eQttipmeht co ever tM area'required by(ht plea at entree not w
exceed either the specifled'bydm c or nntritnt lording rues,a schedule for datdug df applications has been
auablished:required buffers can be mwumi2ed and calibrador and sdjtuoneut guidance are contained as p=of
the plan).
Animal.waste application cqWpnwn t spedfied its the plan bas been designed to apply waste as necessary to
accommodate the waste mampmwt Phvc(per 2pplicatloa equipment can cover the area requhvd by the
plan at races not to =cced either a specified hydraulic or nutrient loading ramie; a scheduk for timing of
applications bag been esmblished; 'zd buffers can be maintained: calibratiou arnd adjunr4nc otidanoe am
contained as part of the plan).
Naw,oxnadw, gr CTISIfnen Igiinmot for sn._ar�.,d �.-eor tester;
my-1 • 'a (WUP or Y)
Aniutal waste application cquiputet t specified in the plan etas been•,elected to apply waste as neccuarf to
accommodate the waste managrm:.1it plan:(proposed application equipment can cover tOe area required by rbe'
plan at rates uoc to exceed.either the specified hydraulic or nutrient loading races; a schedule for timing, of-
applications has been established: regtzised Duffers can be maintained. calibration and adjustment guidance are
t:OMMInad as psrt'of the plan).
Name of Tedhnied Specialist(Plme Print):
Affiliation OGle Work Cocapxesed:&-q? -7 7
Address(Agency): . .4. /moo Phone No.: V//,/
SforlatulL. Date:
E)Odor'Centro.Insect Control. Motctalit_=anggerrteni and Emer enay Action Plan(SD.
St. WLJP. RC or l)
The waste nn=w3meat plan-far dds;facility includes.a Waste Mmmgement Odor Control Checld si an Fnseet
Control Checkdist.a Mortality Managodat Checklist and an Emergency action Piet. Sources of both odors and
ragtag have been evaluated with respect to this site and Bcst Management Practices to Nittiacizt:Odors and Best
Management Pracdc=co Comml InsEt is have kett selected end included in the waste management plan. Both t$e
Mortality Muuga U t Phtn and tht Et wrgrucy Action Piet ate complete and,can be lanpItmentad fly toss farllity.
Name of Technical Specialist(Picase l del)� � G.
.__.._�
Affiliation ti wcx91rf"."z- V Date Work'Complate(L
Address(Agency): Y Phone No.:_(7/()—rr9 e 2i o
Sig
hature: Date..
F)Written Notice of New or _ anding Swine Farm
The Wowing signature bloeic is oad7 to be head for new or egmndbg swhw farrm that begin co on after Jae
21,1"G. If the tt►edity was built before Jsm I.IM when wn it coastmct�ed or last
icpaadad •
I(we)emify that I(we)pave attempted to contact by tattled mail all adjoining-property owners and all ptepesty owtttrs
who own property located=ors x public:oad.street.or highway fmm this new or expanding switte farm_ The Attie was
.._ is complianct with the requirements of NCGS-I06.805. A copy of the notice and a list of the property owners ttotffled is
MEW-bed. n
Name of Land Owner:__Rv C d O,
Signature: • Date:
Name of iManagger(if different fr6in o%vite*
Signature: Date:
AWC -- Au-usc t. 1999 ! 3

Certification of Installa 'on
A) Collection.Storage. Treatment Install tion
New. expanded or retrofitted facility (SI)
Animal waste storage and treatment struc es, such as but not limited
to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities witliout retrofits, no certification is necessary.
1
Name of Technical Specialist(Please Prin
Affiliation --�',...•,,
Bate Work Completed: _
Address (Agency): ,4
• Phone No.. g to.?gC, 1%,10
w Z • .q
Signature: 12273 Date:
100
B) Land ADPlication Site (WUP) �'�; ' GINS
��'•��+`may
Check the appropriate box '�i, O YD Ap +`+
Ci The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the croPPins system
as specified-in the waste utilization plan his not been established and the owner has committed to establish the
vegetation as specified in the plan by Imo" /—Ve (month/day/year); the proposed cover crop- is
appropriate for compliance with the wasteut ation plan.
a Also check this box if appropriate
if the cropping system as specified in the plan can noc be established on newly cleared land within 30 days '
of this certification, the owner has committed to establish an interim crop for erosion control;
I
Name of Technical Specialist(Please Print)a ewg e l
Affiliation Ocag wcoe FRr•",g, _1�t, Date Work Completed: 7-/fir-9G
Address (Agency): ,o. Gf° 7V yG Z 3z5-c0 y Phone Ito.: 10 s!Z-z/a
y
Signature: '
Date:_ .V—2:3-5 7 .
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I(we)certify that I(we)have committed to establish th�cropping system as specified in my(our)waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEX
Name of Land caner: ;2V5 Se 0, oes
Signature: •� ` Date: il'y-- .2 3 -9 7
Name-of Manager(if different from owner):
Signature: Date:
i
AWC - August 1. 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facilitv with exterior lots
Methods to minimize the run off of po lutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities withoud exterior lots, no certification is necessary.
Name of Technical Specialist (Please P 'ex'
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: 1 Date:
D) Application and Handling Equipment Installation (WUP or n
Check the app=prie block
G waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
U Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third part+ application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: An' 'al waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by S-/�9$' (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): &;e a,, C- ���
Affiliation ;Q>owoo Date Work Completed: /0-23--1'7
Address (Agency): .o. .A'' z f r Z Phone No.:-q ev—ssz�-Zw 1-1
Signature: G Date: /v
Z
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we)realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action om DENI.
Name of Land weer: v S 5 epe"'I 0 - cp
Signature: Date: i O—cP 3 —S 7'
Name of Manager(if different from owner):
Signature: Date:
E) Odor Control. Insect Control and 1NIortality Management (SD. SI. IVUP. RC or I!
Methods to control odors and insects as specified in the Plan have been installed and are Operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation Pow w&x,11 Date Work Completed:
Address (Agency): P.a. 13o,r 4 J Phone No.:
Signature: Date:
AtiVC -- August 1. 1997

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment,Health, and Natural Resources
Division Of Water Quality
Non-Discharge Branch, Compliance Unit
i
P.I Box 29535
Raleig i,NC 27626-0535
Please also remember to submit a co of this form along-with the complete Animal Waste
PY , g P
Management Plan to the Iocal Soil and Water Conservation District. Office and to keep•a copy
in your files with your Animal Waste Management Plan.
r
I
I
+I
Z
AWC -- August 1,1997 6

EMEERGENCY AC ON PLAN
PHONE ! ERSeDWQ io
EMRGEXCY MANZ AGENZ+Cr SYSTEM 9I i' .
. SWCD
MRCS
='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 '
E:; •' happen. This nian should be posted in an accessible location for.,n i"gvees-
1
at the
The following are some action items you should take.
I. 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. p
A Lagoon overflow—possiole solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
= d. Call a pumping contractor.
e. Make sure no surface Ovate: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 res-arting pumps.

M
D. Leakage from flush systems, houses, solid separators-action include:
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 opposed to flowing
leaks-possible action:
a. Dig a small well or ditch 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.
2. Assess thetextent 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 sur ace waters?
£ 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: Q�9 3�3&tYour 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 be==dc taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number !V! 2 Sit , local SWCD office phone number
(O y2-O34 and local MRCS office for advic-ltechnical assistance phone number
<&2,&5'510
4. If none of the above works, call 911 or the Sheriff`s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the cant-actor ofyour choice to begin repair-of problem to minimize o$-site
damage­
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engine..r,
a. Name: dMS.")
b. Phone; to z94 Koo Ito 5"90 Z-703
7. d ores as�Ll-vy •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 bappenin8 a8 -
.f .

'•Iortality Management 'Methods
(check which method(s) are bein_' implemented)
J Burial three feet beneath the surface of the round 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. 106-163.7
Cl Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of A,griculture
❑ 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 healtli. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
- ---- -
S1urcc Cuusc HIM's to Control hrsecls Sift:Specific Proclices
Liquid Syslcros
Flush Cullers • Accumulation of solids O Flush syslenl is designed and operated
sufticicully In reluuve accumul:uerl solids from
pullers as designed.
O Remove bridging of accumulalcd solids-,it
discharge
I;;pumas nud Pits Crusted Solids -Ie� Matnamin Iugnoos,scaling basins and pits where
pat breeding is apparent to mininttce the
crusting ofsolids to a depth of no utoro Ihan 6-
_ 8 inches over more than 30%of surface.
(Excessive Vegctalive Decuying vegCullion Maimain vegetative control along b:mks or
t innvmtm Litmus and olhcr ingroundnrents to prevent
accumulaann or decaying vegetative walker
:dung watces educ on lowoundmenl's perimeter.

Swine Farm Waste Management Oclor Control Checklist
Source Cause I1M1's l01111ulwizc Odor Site Specific frnnctices
fanuslead Swine producuou Vcgetaivc or wooded buflurs;
Recommended best management practices;
Good judgment and common sense
Animal body surfaces Dirty manurc-covered animals R'Dry floors
flour silt faces • WO manure-covered floors pr Slotted floors;
Fr Walerers located over slotted floors;
Ll feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
Ll Underfloor ventilation for drying
hlauurc collecliou pia • llfine; I requmd manure removal by flnsb,pit recharge,
• Parlial microbial decomposition or scrape;
_ ❑ Underfloor ventilation
Vnuil.diuu eshanst taus Vultdilo gases; _ Fan unaintclnancc;
Dust fa—rfficiem air mnvemenl
Indoor surfaces Dust Washdown between groups of aniuuds;
Ll peed additives;
171 Feeder covers;
CI Feed delivery downspout extenders to feeder
covers
Hush links Agitation of recycled lagoon ❑ flush lank covers;
liquid while lunks arc filling n Iixlcnd fill lines to near bollnm orlanu will,
anli-siphnu vents
Flush alleys Agilalimt during wastuwaler Ll Underfloor flusli will, underllour ventilation
conveyance
Ph necluouc points Agitation of recycled lagoon rl Ilxlcnd recharge lilies in ucar bolloun of ilils
liquid while pits are filling will,unti-siphon veins
Lill bunions Agitation during swap took Cl sump lank covers
filling and drawdown
Ontside drain collucllon Agitation during wastewiller Ll Ilox covers
or junction boxes convoyaucc
AIJOC'-1•1,,muber 11, 1996, Page 3

f
Smrce Cause OMPs to Minimtce Odor Nile Specific Praclices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon sorfuces • Volatile gas crnissions; Proper lagoon liquid capacity;
• Dialogical mixing; 'a/Correcl lagoon startup procedures;
• Agitation IF11"Miuimlllll surface area-lo-vohnne ratio;
JYMinimum agitation when.pumpiug;
❑ Mechanical aeration;
O Proven biological additives
h ligation sprinkler • I high pressure agitation; Irrigate on dry days with little or no%vind;
nozzles Wind drift
XI Minimum recommended operating pressure;
,12'�Puny1 intake near lagoon liquid surface;
Cl Pump from second-slago lagoon
Stllrage rink or leasin Pal't14l Inicrobtal decomposition; CI Ilalton or Inidlevel loading;
surlaec . Mixing while filling;
❑ '1'auk covers;
• Agitation when emptying Cl Busin surface Inals of solids;
❑ Proven biological additives or oxidants
Scaling basin surlacc 6 Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Marmre,slurry ur sludge • Agitation when spreading; Cl Soil injection(if slurry/sludges;
spreader outlets 4 Volatile gas emissions
❑ Wash'residutul manure from spreader after use;
171 Proven biological additives or oxidants
Oncovered manure, 6 olatile gas emissions while ❑ Soil injection ol'shrry/sludges
slurry or sludge on lield drying
sol(ices ❑ Sou incorporation within 118 hrs.;
Spread in thin uniform layers fur rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition -,P- proper disposition of carcasses
Dead animal disposal Carcass dldolllposdion ❑ Complete covering of carcasses in burial pits;
Ails
❑ Proper location/consrueflon of(lisposol pits
IllellleralIS. • Incomplete combustion ❑ Secondary slack burners
AMOC( mber 11. 1996, I';:ge I

Cause IIIVII i In hlluhulze Odnr Specific Practices
Standing Willer 41-01111d • Improper drainage; (J(i1dC and landscape s11CI1 Ihtll water dfilllls
facilities Microbial decomposilion of away from facilities
organic matter
f.Lumre tracked onto • Poorly maintained access roads Pomt access road maiulenancc
public roads lion faun
ilcccss
Additional Informalion
Swine Malmle Mmlagenicld ; 0200 IlulclDMP Packel Available From :
Swine Produclion Farm Potential Odor Sources and Remedies; MIA Foci Shcel NCSIJ,Culully Islension Cenlcr
Swinc NO1111cliou Facility Manure Manugement: Pit Recharge-Lagoon Treabnenl ; IeEAE 128.88 NCSIJ- IIAIi
Swinc Production Facility Manure Managcmcol: Uuderlloor Flusli- I.agomt'1'rentmem ; EEAIi 129-88 NCSIJ- IIAIi
Lagoon Design and Mlalogemenl for Livesloek Manurc Trealmcal and Storage ; MIAI's 103-83 NCSI1-IIAIi
NCSIJ- BA I's
Culibralion of Manure and Wastewater Application Equipment; EOAE Fact Sbcel
Cuntrolliog Odors from Swinc Buildings; Pill-33 NCSIJ- IIAI:
Favimnmenial Assurance Program ; NPPC Manual NCStI-Swine Extension
Oplions lily h1annging Odor; a report front the Swinc Odor Task Force NC Polk Producers Assoc
Nuis:ulce Concerns in Animal Manure Management: Odors and Flies ; PRO107. 1995 Conference Proceedings NCSIJ Agri Cooperative
G Florida Conpcnuivcltxlensinn
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I4nvcm6cr I I, 199G, I'�igc S
I

Version—November 26,2018
Mortality Management Methods
Indicate which method(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary proved es or measures for disposal according to G.S. 106-399.4.
/V 1,4
ure 6t Far Date
Signature of Technical Specialist Date