310438_Permit Renewal Application 2019_20190410

State of North Carolina ("MF_if i� VXOI;Xicl!1 jv'U li
Department of Environmental Quality
Division of Water Resources MAR 2 9 2019
Animal Waste Management Systems IVe""'3"QuaOlii`
Request for Certification of Coverage dl cry@G?Pllil V223& `a�'
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0438 Certificate Of Coverage Number: AWS310438
2. Facility Name: Bill Costin 1-4
3. Landowner's Name(same as on the Waste Management Plan): William Costin Sr
4. Landowner's Mailing Address: 312 Blackmore Rd
City: Warsaw State: NC Zip: 28398-7530
Telephone Number: 910-293-7483 Ext. E-mail: w.i.costin(a•eanail.com
5. Facility's Physical Address: 251 Blackmore Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphv-Brown LLC
10. Operator Name(OIC): William J.Costin Jr. Phone No.: 910-290-2485 OIC#: 19638
11. Lessee's Name(if there is not a Lessee,write"None"): n f
12. Indicate animal operation type and number: Y
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,040
Oueration Tomes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Pouit«
Gilts Other Non Laying Pullet
Other Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who. knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up.to $25,000 per violation. (18 U.S.C.
Section 1001 provides.a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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'.'Q Yr` uS-! 7h -- Title: ?G,,nolo ojli er
Signature: Date: 3-2 - Of
Name: kc, F r ' (fe s Title: ._ G ..16 CA-/7 � s°-12
Signature: I 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:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I /- (A A:,7c! ,, 5 C 5 30,013.00 19.50
2 -9 G/4 f, 49,223.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),si,-ned bN the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

ROY COOPER r
Covemor°
MICHAEL S.REGAN 't
yyr.a
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quallry
February 27,2019
William Costin
Bill Costin 1-4
312 Blaclmrore Rd
Warsaw,NC 28398-7530
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hops://dey.nc.aov/about/divisions/water-resources/water-qualit}-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure �our continued coverage under the State Non-Dischame General Permits. you mast submit an application for
permit coverage to the Division Enclosed N ou will find a "Request for Certificate of Coverage Facility Currentl} Covered b4 an
Expiring State Non-Discharge General Permit." The aotrlication form must be completed signed and returned by April 3, 2019.
Please note that you must include one (11 co2v gf the Certified Animal Waste Management Plan (-!QAWMP) with the
completed and signed application form. A list of items included in the CAWMP Qan be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmi&A., gn Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310438
Murpht-Brown LLC
With Carolina Departnfent of Env,rimrnental Quality I Division of Water Resources
ME131g N Satshury$t 1 1636 Mail Service Center I Raleigh,Wnh Carolina 271699-1636
919.707 SWO

Nutrient Management Plan For Animal Waste Utilization
10-09-2012
This plan has been prepared for: This plan has been developed by:
Bill Costin 1-4(31438) Billy WHouston
William Costin Jr. Duplin Soil& Water Conservation
312 Blackmore Rd 165 Agriculture Dr.
Suite B
Warsaw, NC 28398 Kenansville, NC 28349
910-293-7483 910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manage 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.
OF
Signature(owner) Date
SQm-e Az CL6d,I�
= 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: 13Z � -' b
Technical Specialist Signature Date
340693 Database Version 3.1 Date Printed: 10-09-2012 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder Finish Lagoon Liquid waste generated 2,818,080 gals/year by a 3,040
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 6491
Incorporated 11147
Injected 12276
Irrigated 7055
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(ibs) Deficit'(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 7,055 9960 -2,905 3,978,551 -1,160,471
Year 2 7,055 11132 4,077 4,446,617 -1,628,537
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 sours
340693 Database Version 3.1 Date Printed: 10-09-2012 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field Realistic Yield
estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,where
available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
72431 IA 2.21 2.21 N/A Norfolk Con,,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 1B 2.00 100 NIA Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 1C 250 2.50 NIA Norfolk Corn,Grain 115 bu.
mat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 1D 3.30 3.30 N/A Nurf bik Corn,Grain 115 bu.
Why,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 lE 3.601L 3.60 N/A Norfolk Corn,Grain 115 bu.
fphut,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu,
72431 1F 3.60 3.60 NIA Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 1G 3.60 3.60 NIA Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop _ 35 bu.
72431 lsub 2.92 1.90 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manned,Double Crop 35 bu.
72431 2A 3.62 3.62 NIA N-folk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 2B 3.62 3.62 NIA Norfolk Corn,Grain 115 bu.
phe,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 2C j 3.621 3.62 NJA Norfolk Corn,Grain 115 bu.
340693 Database Version 3.1 Date Printed 10/9/2012
PCS Page 1 of 2
NOTE: Symbol*means user entered data.
Q

-Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
1 - - — Wheat,Grain 60 bu.
1 Soybeans,Manured,Double Crop 35 bu.
72431 r 2D 2.60 2.60 NIA Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 2E 1.22 1.22 N/A Norfolk Con,Grain 115 bu.
Why Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
72431 2sub 6.07 5.47 N/A d orfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
I Soybeans,Manured,Double Crop 35 bu.
V 72431 3A 3.62 3.62 NIA Norfolk Com,Grain 115 bu.
wheat,Grain 60 bu_
Soybeans,Manured,Double Crop 35 bu.
72431 313 3.62 3.62 N/A !Norfolk Corn,Grain 115 bu.
Why,Grain 60 bu.
Soybeans,Manure4 Double Crop 35 bu.
11]72431 3C 3.20 3.20 N/A Norfolk Corn,Grain 115 bu.
Whew Grain 60 bu.
Soybeans,Man=d,Double Crap 35 bu.
J _
72431 3D 2.50 2.50 N/A Norfolk Corn,Grain 115 bu.
Why,Grain 60 bu_
Soybeans,Manured,Double Crop 35 bu.
PLAN TOTALS: 57.42 55.80
Ld Potential Leachi v Technical Guidance
Low potentialto contribute to soluble None
<2 nu trient leaching below the root zone.
>=2& b loderate potential to contribute to Nutrient Management(590)should be planned.
<-10 soluble nutrient leaching belowthe
root zone.
Iigh potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that
nutrient leaching below the root zone. improve the soils available water holding capacity and improve nutrient use efficiency
>10 should be considered. Examples are Cover Crops(340)to scavenge nutrients,
Sod-Based Rotations(328�Long-Term No-Till(778),and edge-of-field practices such
as Filter Strips(3 93)and Riparian Forest Buffers(391).
340693 Database Version 3.1 Date Printed 10/9/2012
PCS Page 2 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 ammunt being supplied by manure or
other by-products,commercial fertilizer and residual frornprevious 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 x
Nitrogen Comm. Res. Manure Liquid Solid Liquid I Solid
PA Fed (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Read Applied Applied (acre) (acre) (Field) (Field)
Obs<A) (1bs(A) (1bs'A) _ w_
Source Total Use. APplic. Appli . ' '"y- 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period- N'"" W N N Method N,. om Tons 1000 gals tons
72431 1 IA S7 Norfolk 2.21 2.21 Cote,Grain 115 bu. 2/15-6/30 131 0 0°15 Irrig. 116 46.34 0.00 102.40 0.00
72431 IA S7 orfollc 2.21 2.21 Wheat,Grans 7 -�� ,c fl i ',a ' 60 bu. 9/1-4/30 125 0 0 Irrig. 4 Y 63) 24.97 0.00 55.17 0.00
J 4
72431 1B 87 Norfolk 2.00 2.00 Corn,Grain r �`,. 2-- 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 92.67 0.00
72431 1B $7 Norfolk 2.00 2,00 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 1 Trig. 63 24.97 0.00 49.93 0.00
72431 1 1C S7 NotTolk 2.50 2.50 Coln,Grain 115 bu. 2/15-6/30 131 0 *15 Inig. 116 46.34 0.00 115.84 0.00
72431 IC S7 Norfolk 2.50 2.50 Wheat,Grain 60 bu. 911-4/30 125 0 0 Irrig. 63 24.97 0.00 62.41 0.00
72431 1D S7 Norfolk 3.30 3.30 Cora,Grans 2/15-6/30 131 0 1 *15 Irrig. 116 46.34 0.00 152.91 0.00
72431 11) S7 Norfolk 3.30 3.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 82.38 0.00
r
72431 lE S7 Norfolk 3.60 3.60 Cori,Grain (" ! 115 b . 2/15-6/30 131 0 *15 Irrig. 11 .34 0.00 166.81 0.00
i
72431 lE S7 Norfolk 3.60 3.60 Wheat,Grain- 60 but. 9/1-4/30 125 0 0 Irrig. ~63 24.97 0.00 89.87 0.00
72431 1F $7 Norfolk 3.60 3.60 Cora,Grain 115 bu. 2/15.6/30 231 0 *15 Irrig. 116 46.34 0.00 166.81 0.00
72431 1F S7 Norfolk 3.60 3.60 Wheat,Grain 60 bu: 9/1-4/30 125 0 0 frrlg. 63 24.97 0.00 89.87 0,00
72431 1G S7 Norfolk 3.60 3.60 Corn,Grain r 115 bu. 2/15-6/30 131 0 *15 brig) 116 46.34 0.00 166.81 0.00
72431 1G S7 Norfolk 3.60 3.60 Wheat,Grain ' ' 60 bu. 9/1-4/30 i 125 0 0 Irrig. 63 24.97 0.00 89.87 0.00
72431 lsub S7 Norfolk 1 2.92 L90 Corn,Gram 115 bu. 2/15-6/30 :131 0 *�5`, Itrig. 116 46,34 0.00 88.041 0.00
y
72431 lsub S7 Norfolk 2.92 1.90 Wheat,Grain 60 bu. 9/1 0- 1125� 0� 0 brig. 63 24.97 0.00 47.43 0.00
340693 Database Version 3.1 Date Printed: 10/9/2012 WUT Page 1 of 5

Waste Utilization.Table Year 1 __
Nitrogen Comm. Res Manure Liquid Solid Liquid Solid
PA Fart Obs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) Obs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres AcresCrop RYE Period N N N Method ? al/A Tons 1000 gals tans
72431 2A S7 Norfolk 3,62 3.62 Corn,Grain 115 bu. 2/15-660 131 0 1115 Brig, 11 46.34 0.00 167.73 0.00
72431 2A S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 i25. 0 0 brig. 63 24.97 0.00 90.37 0.00
72431 2B S7 Norfolk 3,62 3,62 Corti,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 167.73 0.00
72431 2B S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 90.37 0.00
72431 2C S7 Norfolk 3.62 3.62 Corn,Grain 115 bu. 2/15-6/30 131 0 *15 Brig. 116 46.34 0.00 167.73 0.00
72431 2C S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 1 125 0 0 Inig. 63 24.97 0.00 90.37 0.00
72431 2D S7 Norfolk 2.60 2.60 Corn,Grain 115 bu. 2/15-6/30 131 0 1,15 Irrig. 116 46.34 0.00 120.47 0.00
72431 1 2D S7 Norfolk 2.60 2.60 Wheat,Grain 60 bu. 9/14/30 125 0 0 Brig, 63 24.97 0.00 64.91 0.00
72431 2E S7 Norfolk 1.22 1.22 Corn,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 56.531 0.00
72431 2E S7 Norfolk 1.22 1.22 Wheat,Grain 60 bu, 9/1-4/30 125 0 0 IiTig. 63 24.97 0,00 30.46 0.00
72431 2sub S7 Norfolk 6.07 5.47 Corti,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 253.45 0.00
72431 j 2sub S7 Norfolk 6.07 5.47 Wheat,Grain 60 bu. 911-4/30 125 0 0 brig. 63 24.97 0.001 136.56 0.00
72431 3A S7 Norfolk 3.62 3.62 Corn,Grain 115 bu. 2/15-6/30 131 0 *15 IiTig. 116 46.34 0.00 167.73 0.00
72431 3A S7 Norfolk 3.62 3.62 Wlieat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 90.37 0.00
72431 3B S7 Norfolk 3.62 3.62 Cont,Grain 115 bu, 2/15-6/30 131 0 *15 hTig, 116 46.34 0.00 167.73 0.00
72431 3B S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu, 9/1.4/30 125 0 0 Brig. 63 24.97 0.00 90.37 0.00
72431 3C S7 Norfolk 3.20 3.20 Coni,Grain 115 bu. 2/15-6/30 131 0 *15 hrig. 116 46.34 0.00 148.27 0.00
72431 3C S7 Norfolk 3.20 3.20 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 79.89 0.00
72431 3D S7 Norfolk 2.50 2.50 Com,Grain 115 bu. 2/15-6/30 131 0 *15 Irrig. 116 46.34 0.00 115.84 0.00
72431 3D S7 Norfolk 2.50 2.50 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 �24.970.001 62.41 0.00
340693 Database Version 3.1 Date Printed: 10/9/2012 WUT Page 2 of 5

Waste Utilization Table Year 1 _
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fart QbslA) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd' Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) abs/A) (lbs/A) J,
Source Total Use. Apple. Applic. 1000
Tract Field M Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 3,978.55
Total Produced,1000 gallons 2,819.08
Balance,1000 gallons -1,160.47
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.
340693 Database Version 3.1 Date Printed: 10/9/2012 WUT Page 3 of 5

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA FerL abs/A) PA MarareA Manure .Manure Manure
��16 Nutrient Nutrient Nutrient pplied Applied Applied Applied
Regd Applied Applied (acre) (acre) (Field) (Field)
1 (lbs/A) (lbs/A) (1bs'A)
Souse Total Use. Crop RYE Period N N N Method N lalA Tons 1000 gals tons
Tract Field ID Soil Series Acres Acres P g g
7201l IA S7 Norfolk 2.21 2.21 Wheat,Gram 60 bu. 9/1-4/30 125 0 0 LTig. 63 24.97 0.00 55.17 0.00
712011 PA S7 Norfolk 2.21 2.21 Soybewis,Manured,Double Crop 35 bu. 4/1-9/15 � 137 ! 0 0 Irrig. 137 54,72 0,00 120.94 0.00
7/MI LE S7 Norfolk 2.00 2.00 Wbeat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0,00 49.931 0.00
7IUL IB' S7 Norfolk 2.00 2.00 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 109.45 0.00
73011. LC S7/ 1C 2,50 250 wh�Cn'.in. 1.25 0 0 Tirio, 63 24:9: GOO 62.41 0.00
7Iw'1 I.0 97/ xdai3x 2,_`•4 MM ybcans;.Mauured,Dor bie+Chop, 155m. 4V/IL-WAIS 9337 a, (F RTis L3.7. 54:,'.3. (@ksb I-T&SI 01 '
k f
7MI. ID S7 rtial9c I'M 31.: amin aim. 93114VIA 125 a a Y- 6.3 f 24. sf'E w M39 Uo
7/01 w S7/ i' rr aitt 313i] 333Q a1s15e�eDr, a II4a�mI6 Chmp Ikm. 4V/11-0/Il� II$7/ ® 0' Iimi I 5 li"? (ml L80.59
7/1 al. RE, ST iar Ut 33.8(7 1&1 vVilzur,,G rasas... MU=. 91114VSB 225 (T a A*. 63 24;)7 &DO a$7� 0.[7.(}
7IIIA191t DE S7/ ortwllt 160 3160 k,a.I,�:uv4: Ianttred;,Dvu1il4Crop 35bu. 4&-wts M 0 U Darn. I L31 54:72- &Col. I97.00 &MI
7/.;?AlgII IT. 97 ilr 1.60 3.60•AVI'c:ii_Grain- 6Ubu. 5WI14VSS M ® 0 ]Sat. 0 24-371 (41OU 39.37
7/dA133Il Il1F+ S7I cmfiaJk 16011160 bearwManared;,OoubiaC.rcp 35.bu. 411-91115 IGIT a 0 IiTi� 131 aim
MOR 116 57/ 3.6(] 3.60 Wheat,Grain 60 but. 9/1-4/30 125 0 0 brig. 63 24,97 0.00 89.87 0.00
72ABI IIG ST 316b 3.60 Soybeans,Mamired,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 197.00 0.00
men llsj& S,7/ miinlit 2 9'2 1.90 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 IiTig. 63 24.97 0.00 47.43 0.00
7L 8Il 1L�ilo ST #}s 2,92 1.90 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig, 137 54.72 0.00 103.97 0.00
7d7OR 2A ST li= � U21 ZOZ .Itaatamfiv 60 bu. 911-4/30 125 0 0 hrig, 63 24.97 0.00 90.37 0.00
7MOR 2& S'I/ IQ 33.6' L9114-w--
IRIuunadl IbIzi tt ov 35111111. 4/11-90 113371 0 0� Iivit. w _%. O.IM I llm.11a I am
7/Pan 23 87/ uefiafb: 3.62 U3 umkGAn =' � Mu. 9114VIM 125 a a i n't. 24 . 0104 I °" Mae
7241iiIl 2B 57 KicarlAc 162. 316 %amr,,Mmm¢A,]Qoubkchav r kV.� Maul. 41/1140 D337/ T'. 54.7 (ROD I MIG MOO
7201 2.0 S7 antialk 1621 -162 Iwa Chmm Oka. 911114VI N M 0 (N
71ZIGIl 2C. S7 X 13L Idl 31.62 Ibaux Maineuo, Chop whu. 411-WAIS ]I337/ ® a 1.3 54: 60 ]I9 m O!00�
340593 Database Version 3.1 Date Printed: 10/9/2012 WUT Page 4 of 5

Waste Utilization Table Year 2 _
Nitrogen Comm. ges, Manure Liquid Solid Liquid � Solid -
PA Fert (lbs/A) PA ManureA Mannre Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Read Applied Applied (acre) (acre) (Field) (Field)
(lbs(A) abs/A) abs/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
72431 2D S7 Norfolk 2.60 2.60 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 64.91 0.00'
72431 2D S7 Norfolk 2.60 2.60 Soybeans,Manured,Double Crop 35 bu. 4/1.9/15 137 0 0 Irrig. 137 54.72 0.00 142.28 0.00
72431 2E S7 Norfolk 1.22 1.22 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 30.46 0.00
72431 2E S7 Norfolk 1.22 1.22 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 66.76 0.00
72431 2sub S7 Norfolk 6.07 5.47 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 136.56 0.00
72431 2sub S7 Norfolk 6.07 5.47 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 299.34 0.00
72431 3A S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1.4130 125 0 0 Irrig. 63 24.97 0.00 90.37 0.00
72431 3A S7 Norfolk 3.62 3.62 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 198.10 0.00
72431 3B 1 S7 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.9 0.00 90.37 0.00
72431 3B S7 Norfolk 3.62 3.62 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Brig. 137 54.72 0.00 198.10 0.00
72431 3C S7 Norfolk 3.20 3.20 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Trig. 63 24.97 0.00 79.89 0.00
72431 3C S7 Norfolk 3.20 3.20 Soybeans,Manured,Double Crop 35 bu. 411-9115 137 0 0 Irrig. 137 54.72 0.00 175.12 0.00
72431 3D S7 Norfollc 2.50 2.50 Wheat,Grain 60 bu. 9/1.4/30 125 0 0 Brig. 63 24.97 0.00 62.41 0.00
72431 3D S7 Norfolk 2.50 2.30 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 136.81 0.00
Total Applied,1000 gallons 4,446.62
Total Produced,1000 gallons 2,818.08
Balance,1000 gallons -1,628.54
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.
340693 Database Version 3.1 Date Printed: 10/9/2012 WUT Page 5 of 5
1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
ApplicationRate7Appficafion Amount
Tract Field Soil Series (imhe-flour) nches)72431 lA Norfolk 0.501.0
72431 1B Norfolk 0.50 1.0
72431 1C Norfolk 0.50 1.0
72431 1D Norfolk 0.50 1.0
72431 lE Norfolk 0.50 1.0
72431 1F Norfolk 0.50 1.0
72431 1G Norfolk 0.50 1.0
72431 t2B
Norfolk 0.50 1.0
72431 Norfolk 0.50 1.0
72431 Norfolk 0.50 1.0
72431 2C Norfolk 0.50 1.0
72431 2D Norfolk 0.50 1.0
72431 2E Norfolk 0.50 1.0
72431 2sub Norfolk 0.50 1.0
72431 3A Norfolk 0.50 1.0
72431 ff3D
Norfolk 0.50 1.0
72431Norfolk 0.50 1.0
72431Norfolk 0.50 1.0
340693 Database Version 3.1 Date Printed 10/9/2012 1AF Page 1 of 1
NOTE: Symbol x 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 far their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern Soils containing very high phosphorous levels may also be a
concern
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 38.11 76.22 114.33
Hay 6 ton RY.K 300 26.32 19.06 38.11 57.17
Soybean 40 bu 160 14.04 35.73 71.46 107.19
MAR 2 9 2019
340693 Database Version 3.1 Date Printed: 10-09-2012 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthenumber of days of storage
capacity available at the end of eadi 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 withthe structure's temporary storage capacity.
Available Waste Storage Ca naci
Source Name I Swine Feeder-Finish La oonLigtHd JT Design Storage Ca aeity (])!Is)
Start Date 1911 180
Plan Year Month. Available Storage Capacity(Days)
- - 1 1 28
1 2 67
1 3 103
1 4 140
1 5 176
1 6 180
1 7 149
1 8 118
1 9 131
1 10 143
1 11 156
1 12 176
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
*Available Storage Capacity is calculated as of the end of each month
340693 Database Version 3.1 Date Printed: 10-09-2012 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).
340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 1

I Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall 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.
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.
340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 2

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.
340693 Database Version 3.1 Date Printed: 10/9/2012 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.
340693 Database Version 3.1 Date Printed: 10/9/2012 Specification Page 4

I�uplin County FSA Vp„4„U „,a�,�,,,�,c,,.,,,d,M v .u....o..o1o..� w, ou.uie.aavuu..vanoaou,uoomo.auoyo.
Restricted Use or specc delennlnallonofihearea. Refertoyourodginal f
determination(CPA•026 and attached maps)for exact Welland ELI:Le C't•'�
Farm 16390 Tract 72431 Limited rom 1dlons boundaries and determinations,or contact MRCS.
Exempt from Conservation Compliance Provisions �
Y
C 'l 41.20 IJ
I
p P'n� �M
'�A i3p fin
ti
Form 3 1- 3�
B ° ZA
LAI
J, L
�5
0 300 600 900 1206, F-,eet
Map for FSA urpose only Total Cropland Acres
... $5.5

v@r§i6H=R@Wf b@P 20,3®i®
Mortality/ Management Methods
indkoW which m@thod(o)will bo 1mplemmnt@d:
When a@leeting Multiple rnethoda indicate @ pfimafy vamus aegond@ry option,
Whoda oth@r then those listed munt be @pp'mvod by the Mete Vot@rinoftn:
Pfif@w Inwidwy R@titia@ fill®rtality
® burial thr@@ f@ot b@neath th@ ouftc@ of the ground within 24 hours-of hnowledg@ of animal
death: Th@ burial mus-t b@ at I@act 300 fact from any flowing s-tr@am or public body of wat@r
(0:6:100403): The bottom of tho burial pit Mould b@ at I@act one foot ab®v@ the o@goonal
high waW tabl@:Attach burial Iggati®n map and plan,
p Landfill at municipal solid want@ facility permitted by NO ICE@ undo 0616A NOAC
13B.@2gg:
R@nd@Fing at a r@nd@ring plant lip@no@d under 0.6, 10PODY:
Compl@t@ incin@ration according to 02 NCAC 52C :0102:
® A @@Fnpoating oy@t@m approv@d and p@m itt@d by the NO Pi p@rtmPnt of Agriculture&Con.-
§um@r O@Fvi6@g V@t@Angry DIVI51 n(@Wch copy of permit): If @@mpgs-t ls-diotributod off-farm,
additional r@ggiF@m@nt@ mus-t be mot and a permit Is-r@gmlr@d from NO AIIP:
In the caao of dr;ad poultry onlY. placing In a dicpeaal pit of a cizo and dealgn appFcvcd by the
i� NO D@paftm@nt of Agriculture&Ccncramar Servinec(0:6: 1 00-949,79).
® n Any method which, in the pr@f@o@ion@I opinion of the MAW V@t@rin@ri@n,would mad@ poonible
!� the oalvag@ of pad of a dead anim@1%vole@ without andangaring human or animal Molth:
(Writt@n approval by th@ 5tgt@ Ve-WrInarian must be gtta@hod).
Ma@@ Nlortaiity Dian
Wss mortality plane are r@quiF@d for faFmo covorod by an NPOE5 permit: Th@s-@ piano arc
aloe r@@emm@nd@d for all animJ @perationo: This-plan autlin@o farmznp@oific mortality man-
ag@mW mgthodo to be uo@d for mac@ mortality: Th@ NCQA&GO V@torinary®ivioion cup=
pods-a variety of om@Fg@ncy mortality dispos-al options-; contact th@ @ivis-ign for guidance:
A ngtaiitrophic modality diapo-nal plan io part of th@ facility'o QAWMP and l§activated
when numb@ro of do@d animal§@xg@@d normal mortality rates-as-spocifi@d by the Mato
V@t@FIM@Fl@n,
e burial mus-t be don@ in ag@ordanv@ with NC G@n@ral Statut@s and NCDAWS V@t@rin@ry
Divioi@n F@gulationo and guldanc@:
e MAN burial oit@o era oublo@t to odditionai p@rmit c=dltiong(F@f@r to facility's animal
want@ man@g@m@nt gys-t@m permit):
In the @wont of imminent thF@at of @ die@@i5@ amarq@nny, the Mate WWrinarign may ono@t
additional t@mporary pros-Muroo or m@@§urea for dlopo@@l nanording to RS: 1 00=399:4:
511natur€WFaffn Qwner/Manapr ®ate
ftnatu a of Tar heir al Spc0a115t Date

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must -always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of. the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48. 0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46. 0 . This temporary
storage, less 25 yr- 24 hr storm, contains 86782 cubic feet or
649128 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prier to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosioD and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED- DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The 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 approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes. `
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7..0, add agricultural lime.at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
Biological activity. Consultation with a Technical specialist is recommended
if these conditions occur for prolonged periods; especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and-recharged each day, also work well.

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

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

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

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to beral to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C._ Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation_pump.
c. Close valves to eliminate further discharge.
d. Repair -ail leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump-. ,
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above,works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: -We.l Is 6rO:9ef1
b. Contractors Address: Ss ►msr 4;11 U.
7�,rlc,,� IN(- , �Q3
c. Contractors Phone: _ 41o�.�4z -s�]o5
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: S
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening'again. -
MAR 2 9 2019

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source } Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production getative or wooded buffers;
Recommended best management
p ctices;
( Good judgment and common sense
Animal body surfaces Dirty manure-covered animals floors
Floor surfaces Wet manure-covered floors UISI tted floors;
( aterers located over slotted floors;
() Feeders at high end of solid floors;
r/I Scrape manure buildup from floors;
U�rfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush,pit
re arge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Ventilation exhaust fans Volatile gases; maintenance;
Dust ( fficient air movement
Indoor surface`s Dust ( ashdown between groups of animals
() Feed additives;
( ) Feeder covers;
(} Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling {,) Extend fill lines to near bottom of
i
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ( nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge'point of pipes
un erneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity
Biological mixing ( rrect lagoon startup procedures
Agitation imum surface area-to-volume ratio
( Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation =r'!r9ate on dry days with little or no wind
Wind draft um recommended operation pressure
( ump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( ) Bottom or midlevel loading
surface r- Mixing while filling ( } Tank covers
Agitation when emptying () Basin surface mats of solids
I I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( of injection of slurry/sludges
spreader outlets Volatile gas emissions (.YGVash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( it infection of slurry/sludges
or sludge on field surfaces 1��1 incorporation within 48 hours
( pread in thin uniform layers for rapid drying
() Pr an biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water around - Improper drainage ( rode and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NC_ZU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling-Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
ssooilds from gutters as designed.
{.)'Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids LYfAaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoupdment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ()Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbah"by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas.to minimize accdmulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 1 5-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
( ! Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
15ndowlier Sig re) ,
(Farm Name)
g-
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

i
141
✓`tip.% ��! /?tr.�' �,-.� �`� t.r.� �t'. - -
jr
AU 17
_ 4
�jIIIIj
i.
I -�-
i
• { I

f'='.5'.'t-� /�1�✓r�r.:� 7T��.S � ��'�t0✓F Cf_ - lt' i- J�`-f �,! �r i s;:�;_
1 -
�/,vas -�
i
fi` 13S / /f,
2/7 _�r� ��1
Y
—r—
ga
AV
�r
----_ ��"_K�.�f�J�� Z, ;:�Q:� �. t��� 1�'--- ' --- '--------' //� G'y ate;"✓-: .
— i r
a
_ -1.
z _ '
N _
1
Wo
flyX1 �A
j .�
m. 1 .
1 � I
�Al-6
< r' t{. _
•' -
•
if 1 f

I i ---
i
f I
i
f
--Jj
- -
r v� G�ff
i
i
- I .

!
I
• i
-.. 1
I
Y } rr
I v
3 ; i
E ,
I ! i

� �r - J r _ � ■ I JM �r .a 0 � a i G
N
=IN
RJR
I ����.p®.
/ . 1 .l i FAN■IES
�.. _
NUMIN
ENEEME
IIIqqq���e� ON
r ram! � mmom s F.W. - FY.Ii,}x m�
MEMMEN
ESSEME LE
�® =� rmu uummm. EN on Elms
Inoun AMw
■
'� .■a■fwNIIw■■■ a:Onw.!■■m rr ■■■.■■y.■■.■
w1■.i■�l■
MAN* Tell .1;e:e9■r•!1
■w wo
A.
m . mm.
_
m w■■oo■wn■ ■ aaoww■ ■■wow■ w■■■■■.■a■n ■ n.r■. w■.w.r
MEMO
MERSERF.-mm ME .o
EMIREMMEMEN ME 00 ME OEM
MIEN Emsm MEMEEMMEMo
•_ rf
moo M ESE
ON MOSERrB ■
N®MINEEMEME®
Mir ME
o MEMO 0 ME

SOIL CONSERVATION SERVICE
2 -B1
CONSERVATION PLAN MAP
!
Owner William J. Costin, Jr. 0 erator _ _
96
County Duplin State No�th Caro 3-na ate
Approximate acres —Approximate scale 1"=660'
Cooperating with Duplin soil & water Conservation District -
" Plan identification NCACSP Photo number t 1
Assisted by Angie B. Quinn ,USDA Soil Conservation Service -
-e
G
S• 17' �� �.•.u�s��� fit; �:� L
f:I_ti+t •, r�titi_f _ _"� I i f3i 3i�'jl�' ='. �i Kf`i
� q P
°"r..i ,. g I '_' -.Q� ,T["•a =' C }�f.; M jr ($�t2Gr.,.
- .;,� >' .�i � :" • ,;-� _ - 1 Cam_ �_., iY` ��`�.T.
.�1b � �.:I'•" �:. �s,�y y[.•� {i .L�. .�`rw-.-z S�L'_�•
q _
a
%C5+'-'F�'i-_`i'".':,y �,-�'_+ �`h- 4 ^F/ •4� � '4 _•Yy_ �ta�_ ��p�ti
69
i xi fir: :r''J;. 'r� ""_. e_• �Ft it
5.
I _ �`ik:.i..S•` is ',r-'' �r
�f�f{",°�� -'•r�L+tl=. N ff 6 c{6
C.
az
a 3.Y3 ' lr� , _;
flit
`•1 �/ + �sr ''} !� / +� i {, .,-.:�;•
:: ''-3;: L'- =oa: �- f .r•�j:- ^.-*Tf '1 -¢';`i :` r Vti'.: •� h`L� 6 .r''��.•',� ".t r _
SR1541 r k r''-fir",z� r t?f, [ + ,
c'+a'. _ '� _•_.:-?^r::,(� I �: I �•+�y-'ram .� c1�h''r �'e,�C•I4riIM
--. `,+- d-ia!r
k.�i y t-- I , � ✓ 1+7� :,µ•;Ys+:� � ACIrIL' i �.
t '� `ti.; �.: --"iZ'-s:'- �,1,ti..i^ram.•• . f tit i
e.
} , --
r` -

SCS-CPA-01 5 U.S.DEPARTMENT OF AGRICULTURE
�s 12-85 SOIL CONSERVATION SERVICE
Y
c
SOIL MAP
Owner I--} 11 ai-n a S �,^ Operator W 1 d I L Qm
County State o 'r LL-0.-
Soil survey sheet(s)or code nos_ A" 3 Aproximate scale I"=2-000
YY
j Prepared by U. Department of Agriculture, Soil Conservation Service cooperating
11.
Ir 'v-\ So a n; l d �N Conservation District
cc�-�-e�r— Y
with
y -
b
' r N _
_ � �!'�:-^ro.�� • �.x�` .+eta- y � ��- �rc i .ial> a.._
_AE
114
•-»•
� y `j}fin<" .y Y.•Sy: i .- y}- /
Y �}i s� w�►--'� a �,�,� - �. '�_ '� -tom,,, �+• r-�_ >>.v d � -T.r• ��:z
p.
t r r ^C X « ! a �i`a �e 4i ' '► Y `� MS
:: '�fEaa` _: •.: '{Ltt,.� "s r- 4 �Y`{ i.^,,,� a', �e>•�,q�,`� }� ,. _1. —'�` -`.
Y

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: A,_d_-'a S i:>pit/ County: J
Address:
Gi %L, C, ;tg 399 Data: —YA—L:—LLLU
Telephone: •'%/U 1 r�3 ._ �-S'3 2
TABLE I - Field Specifications 1 "
Approximate ' 1Vlaximum '
Maximum Maximum Application
Useable Size Application por Irrigation
Field of Fleid' Slope Rate Cyc104
Number' (acres) Soil Type (°/.) Crop(s) (Inlhr) I (Inches) Comments
0 2(, "5 I - o t o z. I Cz I °3 I •s�
! I I I
i
I
1 I I I i
I I I
!
'Table to be completed In its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
'See attached map provided by the SWCD Field Office for field location(s).
'Total field acreage minus required buffer areas.
Refer to N.C. Irrigation Guide, Field Office Technical Guide,Section Il G. Annual application must not exceed the agronomic rates for the soil and crop used.
J.
Irrigation Parameters USDA-NRCS
October 1995 •• page-1 North Carolina

TABLE 2 - Traveling Irrigation Gun Settings
Z. _' 8,?v F7
Make,Mode!and Type of Equfpment: —
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wettod Noale Operating " Operating
and Speed Rate Effective Effectivo Diameter l Diameter Pressure Pressure Arc
Hydrant No= (fumin) (IAlhr) Width(ft) Length(ft) 1 (feet) j (inches) Gun(psi) Reel(psi) Pattern Commonts
30 Y y9z
2 o I I r )7 M I 9-70 I .�q�� I �� I I ...g�• i��� 7;G 3� 3
E- jr 176 I 2'I o I 'i v I ! 2.70 I/91 A f 2G = 3,
74 Ga 7G
1 G I "?, 4 y7 I 2.��� I is� �7G �• C
I I I I � I I I t I •
. I I • i I I I I I I' •
I I I ! I I • I I !
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds), H (half circle),T(one third),Q(one quarter).
May also use degree of arc in degrees.
Irrigation Parameters USDA-NRCS
October 1995 •. page-2 North Carolina

TABLE 2 - Traveling Irrigation Gun Settings
Make,Model and Type of Equipment:
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wettad Nozzle Operating Operating
and Speed Rate Effective Effective Diameter l Diameter Pressure Pressure Arc
Hydrant No= (ftlmin) (inlhr) Width(ft) Length(it) (feet) I (inches) Gun(psi) Roel(psi) Patterns Comments
I i�i,`6 I ,�� /T� g74 11,9a I •s I I �? I /� g741 34
V-g I ,,b I 15b 57b i P7b s . I 60
,Tt /s�� 97Z 2- D
f1 I fr' I ► I "� 9G I a I q Gv I v I Po
s `: G zZ
I I I I I I I i
r� 3 I I. 41 8 / v i I D 1 19 v • V41 : g;-
$ ! .38 I � I a7G ! a o I -s9�1 G� , I I I -'o C I f, 1A 1 I 'v I 776 I �f. 0 I g I Gu I I 2Sv i �8`0 ,•
301 1101 •3g i u ! I v 1 57 51 1
I
I I 1 I I I i I I I •
I I I I I I I t
I 1 I I I I I I
I I I I I i i I I I •
I I i I I I
I I I I i I I
i I I I � I i I I 1 -•
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate entries for each hydrant location In"each field:
3Use the following abbreviations for various arc patterns: F (full circle),TQ(three quarters),TT(two thirds), H(half circle),T(one third), Q(one quarter).
May also use degree of arc in degrees.
1
Irrig`atlon Parameters USDA-NRCS
'October 1995 page-Z North Carolina
M1

ffMPGRTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
�r cc_
410
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS cubic yards
1 3, 1 SS
EXCAVATION 9, 8 z_7 cubic yards
FILL (pad & dike) 9 Sz7 cubic yards
TOP SOIL (minimum 3" thick) ?.SCP cubic yards
CLAY LINER (represents a complete liner if required) 3) 2-3 7 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are very important. If the
certifying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required(see CONSTRUCTION SPECIFICATIONS for
additional information). If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding mulching).

. 71
Operator:BILL COSTIN County: DUPLIN Date: 07/11/94
Distance to nearest residence (other than owner) : 750. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1760 head (finishing only) x 135 lbs. = 237600 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 237600 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 237600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION IJor -rmCC.ulcD &— gWA,, 25
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 290. 0
Inside top width (feet) ---------------------- 170. 0
Top of dike elevation (feet)----------------- 49. 8
Bottom of lagoon elevation (feet) ------------ 37 .8
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3. 0 284 . 0 164. 0 11. 0
AREA OF TOP
LENGTH * WIDTH =
284. 0 164 . 0 46576 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
218 . 0 98 . 0 21364 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
251. 0 131. 0- 131524 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
46576 . 0 131524. 0 21364 . 0 1. E
Total Designed Volume Available = 365684 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290. 0 170. 0 49300. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 49300. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 237600 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 434016 gals. or 58023 . 5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of freshwater used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when ra-inf allexceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 28758 . 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 30812.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58024 cubic feet
5B. 0 cubic feet
5C. 28758 cubic feet
5D. 30813 cubic feet
TOTAL 117594 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches_
F.reeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 : 1 /
Inside top length===========================> 290. 0 feet f
Inside top width____________________________> 170. 0 feet
Top of dike elevation=======================> 49 . 8 feet
Bottom of lagoon elevation==================> 37. 8 feet
Total required volume=======================> 355194 cu. ft.
Actual design volume========================> 365684 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46. 0 feet
Stop pumping elev.___________--------------- 46. 0 feet
Must be > or- = to the SHWT elev.==========> 46. 0' feet
Must be > or = to min. req. treatment el.=> 43 .8 feet
Required minimum treatment volume===========> 237600 cu. ft.
Volume at stop pumping elevation============> 245545 cu. ft.
Start pumping elev._________________________> 48. 0 feet-
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. 24 hr. rainfall==> 334872 cu. ft.
Volume at start pumping elevation===========> 332842 cu. ft.
Required volume to be pumped================> 86782 cu. ft.
Actual volume planned to be pumped==========> 87297 cu. ft.
Min. thickness of soil liner when required==> 1.8gfeet
7. DESIGNED BY: �� f'�pv APPROVED BY: Al. c. Sti /^`t
DATE: 7/// DATE: V )/�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN j`ti°Q
COMMENTS:
SCS DOES NOT CERTIFY THAT
BEFORE BEGINNING EXCAVATION EXCAVATION AND FILL
LANDOWNER IS ADVISED TO VOLUMES ARE CORRECT
CONTACT ULOCO TO ASSURE THAT
UNDERGROUND UTILITIES ARE NOT
DESTROYEQ 1-800-632-4949

t�i�� Cat rr
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 33990.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 58024 cubic feet
5B. 0 cubic feet
5C. 31724 cubic feet
5D. 33990 cubic feet
TOTAL 123738 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1. 0 feet
.Si-de slopes_________________________________> 3 . 0 - 1
Inside top length===========================> 300 . 8 feet
Inside top width============================> 180. 8 feet
Top of dike elevation=====-=================> 49 . 8 feet
Bottom of lagoon elevation==================> 36. 0 feet
Total required volume=======================> 361338 cu. ft.
Actual design volume========================> 453089 cu. ft.
Seasonal high water-table elevation (SHWT) ===> 46 . 0 feet
Stop pumping eley.=________________________> 46 . 0 feet
Must be > or = to the SHWT elev.==========> 46 . 0 feet
Must be > or = to min. req. treatment el.=> 42 . 0 feet
Required minimum treatment volume===========> 237600 cu. ft.
Volume at stop pumping elevation============> 319584 cu. ft.
Start pumping elev._________________________> 48 . 0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25-.yr. -. 24 hr. rainfall==> 419099 cu. ft.
Volume at start pumping elevation===========> 416713 cu. ft.
Required- volume to be pumped================> 89748 cu. ft.
Actual volume planned to be pumped==========> 97129 cu. ft.
Min. thickness of soil liner when required==> 2 . 0 feet
7 . DESIGNED' BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
4 `= O SQ 2

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
LOCATION-----
_ $3 9 p---
_ ___ ------- --r----
TELEPHONE�"a3—a7 Lcg-wj!k `4-5- SIZE OPERATION -"v
9 3 - 4 2 3 ------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED $Y
PRODUCER -6-D-FT. ScJed - /
PLAIN? YES-----
IS SITE WITHIN 100-YEAR FLOOD NO-y If yes, SCS cannot provide assistance.
IS SITE AT LEAST Z00 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES------- NO----
If no, site =list be relocated.
l I� ,/ See ��k�a� cl
IS SITE WITHIN 1 MILE ZONING=JURISDICTION YES----- NO----
OF A MUNICIPALITY? lea4, `
If yes, landowner should consult with local zoning board o V., ts�
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? Yineerin manual
If yes, see Part 503 of the National Engineering
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY li
NON-CROPLAND?
YES----- NO----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO---- I
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE i
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD
B SCS,
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL � .
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS IS ENDANGERED AND/OR THREATENED SPECILb
PRESENT? YES---- NO----
DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
p T ATAT rNC A DF` QR WTT.T, PLANNED ACTIONS IMPACT ON AN -
ADJACENT NATURAL SCENIC AREA? YES- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE,,/
PLANNED AREA?• YES---- NO--,
A N�`�
�7---- �.-- r n�n r r v TARnnpml+TTT VC T�
ARE THERE PRIME, t�i:.i `;-, ,_,. -, > _. --__ -- i.
FARMLANDS IN THE OPEPJi IN ----s
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO- 1
1\E.—CPA-1 6 .•
fortpolicy sources. li�G ���.�.�. : �� __- '=3 be .
completed_ f - .
ODOR CONTROL
HAS -ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.f. • - • • • - -
VOLUME- FROM 1 CU.FT." UPWARDS TO
3 CU_ FT- /T:R. OF ANTMAL" YES---- NO----
WATER TO AT LEAST 1/2 OF THE L/
CAPACITY? YES---- NO----
LAND APPLICATION Ur wti�1�s lye
Page 2

�e
WASTE MANAGEMENT i
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY EAND_
YES--
/ NO----
APPLY WASTE? YY +�
IF NO, DOES PRODUCER HAVE ACCESS TO YES---- NO---- !?
MORE LAND?
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
1 No__-_
ON WHICH TO APPLY WASTE? YES----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED ____ _ NO______ I
IS SOIL SUITABLE FOR LAGOON? YES '� NO �t
IS A CLAY LINER REQUIRED? YES---- - �.
IF YES, IS CLAY AVAILABLE ONSITE? YES------ NO------
QUESTIONABLE---- '-
IS A .CORE TRENCH REQUIRED? YES-----
NO------
(Attach soil investigation sheet to site evaluation. )
CONDITIONAL---------
1 SITE APPROVED YES-----
�— J
���'e=r-----------=------------------------- �SLGN AND '
THIS SITE INVESTIGATION IS VALID AS LONG X THE D._. i
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME `
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION_ MAY �L
REQUIRE _THAT SITE EVAL TION BE NVAI,IDATED. f � ,Y L�
SIGNATURE �— -' ~ —T— DATE—{—�
4-0
Page 3 1
rev, d-Ar ce-
by �rc,du�ieUr. U"c � do's c�os��es5 SCS t-� 11F 11
i d LA- I A.S JL 'Dp o
�.a � oo r� d✓1 t3 G��
sc� V(
OL too
S IF
t s r,es d w z1-ti.-1
wolt
�� D r
��ah�d Ccv,Sr` T4 IS �� �G,+.a( ow:tieTS I`2rlQuns ��t+=
^,n c, n ;c.J� ��

i
.b
June 1 , 1994
Duplin Soil and Watbr Conservation ;service
Kenansville, Iv. C.
-Dear Sirs:
William Costin Jr. requested that I inspect the location
of his existing hog topping operation. Iie plans to ex-
pand this operation by building additional houses near
this operation. The present farm is located off Black-
more road, approximately two miles ITid of Warsaw, N. C.
I certify that I have inspected the location of the
present operation and it is outside the jurisdiction
of the town of Warsaw, North Carolina.
Sincerel ,
., fred Herr g
Warsaw Town AA°dministrator

SCS-ENG-538 U.S.DEPARTMENT OF AGRICULTURE
a
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND_ SITE
_ FARMER'S NAME §r t '•!?' C DISTRICT
-V / - V
DATE `� COUNTY
•S. C.S. PHOTO SKEET NO. WORK UNIT -
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED*POND SHOWING WHERE BORINGS WERE MADE (Approx scale 111= feet)
SLocate relerertcc point ar+center line of dam and ldentily h.
on sketc
8 �
r
I I �
�1 h
ti
- I
Lj
!sFlys-r 3
1 - 71 1
11 1 111 1 1
F#•lF�6J
f SHOW ! Z BORING NUMBER AND PROFILE
�fE� DEPTH Make aad list dam-site and spillway borigs&V-then ponded area and borrow pit borings-separate with uerNcal red Ifni.
(Continued on back where necessary) Show wafer table eleuations on dam-site borings.
SCALE 4 6- 7- 8 9 10 11 12 -13 14 15 16 17 18 19 126T2,_ 22 23
-7_ s�
4°—x SC-
_G
7 � �
SG L
P�« SG
BORINGS MADE BY SIGNATURE SIGNATURE & TITLE

' SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY Of PROPOSED POND SITE
FARMER'S.NAME ` CQ S' i DISTRICT
DATE_ 6`_4_!) -q+ - COUNTY 07+=
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING. WHERE BORINGS WERE MADE (Approz scale 1"= feet)
y Locate reference point an center line of dam and tdendfy on sketch.
J
I
SHOW BORING NUMBER AND PROFILE
Make and fist dam-site and spillway borings fist-then ponded area and borrow pit borirrgs-separate with pertkal red yne.
DEPTH (Continued on bact where necessary) Show water table an dam-slte borings.
SCALE I 2-_ 3 4 5 7 8 9 10.1111 13 14. 15 116 P 17 1118 19 20 21 22 23.
za Z-3 5c. s C
3_If SC Mf -
4 s SM nS c SM SG Spa
r�G� SM 514
y C'1 5L
- - � - SM .• SM S� - �
q-R r4 SQ SM l�
Iv -(I SM -SM
`` Sr+ Se
BORINGS MADE BY c `� SIGNATURE & TITLE.Z3 Pfr-

,1
Orientation: -45.0 Z Magnification: 12.4 Inclination: 28.0
52. 00
50.00
48.00
...... Il I
46.00 .../•' 7 Ill ' l l]� !�'.
44.00
l�� III
42.00 l`
40.00''
38. 00
Lower Left 3D Mesh Surface
a
3D Mesh Surface
Existing
Project: BILL COSTIN
Drawing: 2 880'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

.00
• 47.90
48.00
• e.ee
10 le
20e: 1.00
48.00
7.00 Daylight i ter
Plot of the sloping lines for the surface:
Existing
Project: ' BILL COSTIN
Drawing: 2 see'S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

GROSS sec-r og \Aj D P. i� D LA&ooN `
P I-T
Qo'tTDM 0 F S U,N4
IgVt-kr Di: 0V1UtT �JPE
�ouF: N-r BLDQ. �I-` . o AETTLc p
TOP o F�
Figistbb P�IDok alavi
Tod D�-
,24,
zs `iQ NT%AA N'f
l�Cxoti 11 o
su�pnR't fl Ep7{t
BIDIT om
WNa0 hf2EA5 D 0,^4rA .Ot e� WlATeL�A �
�IQ1: N40aNJ1-C--�I�Y,2,`rWe`r' WI LL.
-TO gF= T�XCGA VAT�p fa► ll/! 11V • �''t�' 1.� �T'.
AoMety,-rev w+rl-a
0ATe:P^t!�,L.