090157_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than Apri13, 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: 09-0157 Certificate Of Coverage Number: AWS090157
2. Facility Name: Kenneth Autry Farm
3. Landowner's Name (same as on the Waste Management Plan): Kenneth A Au-;,
4. Landowner's Mailing Address: 489 McLean Rd
City: Elizabethtown State: NC Zip: 28337-6434
Telephone Number: 910-588-4936 Ext. E-mail: kaautrv(earthlink.net
5. Facility's Physical Address: 9091 Hiehwa4 701
City: Elizabethtown State: NC Zip: 28337
6. County where Facility is located: Bladen
7. Farm Manager's Name (if different from Landowner): Kenneth A Aui rN
8. Farm Manager's telephone number (include area code): 910-588-4936 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Ernest Smith Farm Inc
10. Operator Name (OIC): Delma M. Aul+ \ Phone No.: 910-288-4619 OIC #: 16270
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2,880
Operation Types:
Swine Cattle Dry Poultry Other T% nes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
1.. `1 } I1
CILt.1
(0Lt 2'8
8')iSDo
19.00
el'11
S7rl-2ff$0—
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1.
The most recent Waste Utilization Plan (WUP), signed ba the owner and a certified technical specialist, containing:
The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
A map of every field used for land application (for example: irrigation map)
The soil series present on every land application field
The crops grown on every land application field
The Realistic Yield Expectation (RYE) for every crop shown in the WUP
The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
a.
b.
c.
d.
e.
f.
g.
h.
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]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):or
Name: [ e �1 n &/V V\ Title: n t /
Signature: kL � Date: 3 2.711
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Kenneth A Autry
Kenneth Autry Farm
489 McLean Rd
Elizabethtown, NC 28337-6434
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 1.?010
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 https://deo.nc.iov/about/divisions/water-resources/water-quality-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 your continued coverage under the State Non -Discharge General Permits. you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilii% Currently Covered b% an
Expiring State Non -Discharge General Permit." The •application form must be completed_ signed and returned b\ April 3. 2019.
Please note that you must include one (1) cope of the Certified Animal Waste Management Plan ICAWMP) with the
completed and signed application form. A list of items included in the CAWMP can 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Fayetteville Regional Office, Water Quality Regional Operations Section
Bladen County Soil and Water Conservation District
AFOG Section Central Files - AWS090157
Ernest Smith Farm Inc
North Groin. Department cf Environment.i QuMRy a Division of ►Heise Resources
512 N. S.isbury St_ 1 1636 M.�1 Service Center 1 Ra3ei/,lr, H7rth C.rdin. 27699-1636
919.707 MOO

Nutrient Management Plan For Animal Waste Utilization
07-27-2006
This plan has been prepared for:
OK Farms
Ken Autry
489 McLean Rd.
Elizabethtown, NC 28337
910-588-4936
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste managem t that are included with this plan.
Signature (owner
Signature (manager or p oducer)
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.
JThis plan has been developed by:
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
910-590-2703
r�
Developer Signature ?,,2 741
s 1C415 a
ion 3.1
Date Printed: 07-27-2006 Cover Page 1
SEAL
1605

IN CONSULTING SERVICE
July 27, 2006
Mr. Ken Autry
O.K. Farms
489 McLean Road
Elizabethtown, NC 28337
Dear Mr. Autry:
This letter is in response to your question regarding nutrient balance in your Nutrient
Management Plan (NMP) revised this month to reflect revisions in the irrigation layout.
Leased Fields 8 and 9 could be removed from the plan and still maintain a negative
nitrogen balance (meaning more acreage is available for the crops planned than
projected nitrogen available to pump). This of course assumes that allowable
application rates and/or regulations do not change. If these fields are removed from
the plan in the future, the NMP must be revised to reflect the changes.
Sincerely,
R. Gregory Swain, P.E.
President
SWAIN CONSULTING SERVICES, INC.
I50 Cabin Creek Lane Clinton, NC 28328
Tel. [phone] Fax [phone] email [e-mail]

WETTED/EFFECTIVE ACREAGE FOR REVISED 5/30/2012
O.K. FARMS, KEN AUTRY IRRIGATION LAYOUT FOR EXISTING AND NEW FIELDS
PULL
1A
2A
2B
3A
3B
- 4A
4B
5A
5B
5C
6A
6B
6C
- 6D
7A
7B
8A
8B
9A
9B
9C
10A
TYPE
E90+
EE70, E90+ _
EE70
NE70
NE70
EE70
EE70
EE70
E170
EE70
E90+
E90+
NI70
NE70
EE70
EE70
NE70
NE70
NE70
N170
NE70
N75+
PULL
LLENGTH
720.0
390.0
126.0
2• 42.0
300.0
4• 30.0
358.0
4• 06.0
398.0
334.0
EFFECTIVE
WIDTH
455.0
634.0
446.0
478.0
717.0
537.0
nan n
JOL. V
358.0
275.0
265.0
293.0
405.0
•
193.0
208.0
208.0
195.0
195.0
208.0
149.0
208.0
170.0
107.0
221.0
155.0
170.0
181.0
MIDDLE
ACRES
208.0 _
185.0
181.0
181.0
181.0
170.0
181.0
135.0
START
3.19
1.86
0.60
1.08
1.34
2.05
1.22
1.94
1.55
0.82
2.31
2.26
1.74
1.99
3.42
2.28
1.59
1.49
1.14
1.03
1.22
1.26
0.44
0.44
0.49
0.32
0.32
0.49
0.37
0.49
0.44
0.31
0.44
0.29
0.31
0.32
0.49
0.49
0.32
0.32
0.32
0.31
0.32
0.19
END
0.10
0.00
0.00
0.08
0.00
0.00
0.10
0.00
0.30
0.20
0.00
0.11
0.00
0.00
0.00
0.00
0.00
TOTAL
PER PULL
0.00
0.00
0.00
0.00
0.00
3.73
2.30
1.09
1.48
1.66
2.54
1.69
2.43
2.29
1.33
2.75
2.66
2.05
2.31
3.91
FIELD TOTALS
2.77
1.91
1.81
1.46
1.34
1.54
1.45
3.73
3.39
3.15
4.24
6.05
9.76
6.68
3.71
4.34
1.45
TOTAL: 46.51 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR APPROX 70% SPACING (170' LANE SPACING, 245' WETTED DIA.
USING NELSON SR100 GUN W/ .81" RING NOZZLE @ 60 psi).
3. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. HYDRANTS AND TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY• R. Gregory Swain, P.E.

The Waste Utilization table shown below summarizes the waste utilization plan far this operation. This plan provides an estimate ofthenumber of acres of
cropland needed to use the nutrients being produced. The planrequires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and
proper timing ofapplications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each fieldin
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 i
the table to ensurethat the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Tract
10636
Field
4A
Source
ID
S7
Soil Series
Goldsboro
Total
Acres
3.10
Use.
Acres
2.54
Fescue Hay
Crop
RYE
4.0 Tom
Apple.
Period
8/1-7/31
Nitrogen
PA
Nutrient
Rec(d
(lbs1A)
Comm.
Fed.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
182
N
0
0
Apple.
Method
Irrig.
Manure
PA
NutrientA
POW
(IbrlA)
Liquid
MenureA
pplied
(acre)
Solid
Manure
Applied
(cent)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
182
1011)
gal/A
72.70
Tons
0.00
1000 gals
184.65
tons
0.00
10636
10636
10636
10636
10636
10636
10636
..,.10636
4B
5A
5A
5B
5B
5C
5C
6A
S7
S7
S7
S7
S7
S7
S7
S7
Goldsboro
Dogue-CP
Dogue-CP
Dogue-CP
Dogue-CP
DugueCP
Dogue-CP
Cape Fear
1.85
2.90
2.90
1.69
2.43
2.43
2.50 2.29
2.50
1.SP
1.50
3.40
2.29
1.33
1.33
2.75
Fescue Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Fescue-H y 61-(t2e
4.0 Tons
1.0 Tons
6.0 Tons
1.0 Tons
6.0 Tons
1.0 Tuns
6.0 Toes
2.t„
Tons
8/1-7/31
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/3 1
3/I-9/30
8/1-7/3l
182
50
253
50
253
50
253
i10.3
+48-
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig,
Irrig.
Irrig.
Irrig.
[trig.
Irrig.
Irrig.
182
50
253
50
253
50
253
i 10.3
•148
72.70
19.97
101.06
19.97
101.06
19.97
101.06
44.tZ
84,42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
122.86
48.53
245.57
45.74
231.42
26.56
134.41
21.3
4;
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-.10636
10636
10636
6B
7A
7B
S7 Cape Fear
S7
S7
Cape Fear
Cape Fear
.3.00
4.10
4.10
z.66
3.91
2.77
FesweHiy- &Tale
Fescue Hay
Fescue Hay
2•U
3:1 Tons
3.5 Tons
3.5 Tons
8/1-7/31
8/1-7/31
8/1-7/31
110.3
t416
148
148
0
0
0
0
0
0
Irrig.
[Trig.
Irrig:
110.3
148
148
y4.ti
5g:T7.
59.12
59.12
0.001
0,00
0.00
$U
231.15
163.76
0.00
0.00
0.00
10638
10638
10A
10A
S7
S7
Goldsboro
Goldsboro
2.90
2.90
1.45
1.45
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
6.5 Tons
10/1-3/31
3/1-9/30
50
296
0
0
0
0
Irrig.
Irrig.
50
296
19.97
118.24
0.00
0.00
28.96
171.44
0.00
0.00
10638
10638
IA
IA
S7
S7
Wahee
Wahec
5.22
5.22
3.73
3.73
Small Grain Overseed
Hybrid Bermudagrass Hay
1.0 Tons
5.0 Tons
10/1-3/31
3/1-9/30
50
211
0
0
0
0
Irrig.
trig.
50
211
19.97
84.28
0.00
0,00
74.50
314.37
0.00
0.00
147443 Database Version 3.1
Date Printed: 7/15/2006
6s cf-22-13
A 21.13
l3s L - -13
WUT Page i of 5
;9r ai vvilolarttt-4s Ntotott e� Co. i14
4-�1a-13 h N���P)k4

4,
Waste Utilization Table
Year 1
Tract
10638
10638
10638
10638
10638
10638
10638
10638
2446
Field
2A
Source
ID
Soil Series
S7 Wahee
2A S7 Wahee
211 S7 Wahee
2B S 7 Wahee
3A S7 Roanoke
3A
S7 Roanoke
2.30
Total
Acres
Use.
Acres
2.50 2.30 Corn, Grain
2.50, 2.30 Wheat, Grain
1.50 1.09 Corn, Grain
1.50 1.09 Wheat, Grain
2.30 1.30 Corn, Grain
Wheat, Grain
1.30
313
S7 Roanoke
2.20
1.52
3B
9A
S7 Roanoke
S7
2446
2446
2446
2446
2446
2452
2452
9A
9B
9B
Wahee
S7 Wahee
S7
S7
Wahee
Wahee
2.20
1.52
Crop
Corn, Gtxin
Wheat, Grain
2.53 1.46 Corn, Grain
2.53 1.46 Wheat Grain
1.51 1.34 Com, Grain
1.51 1.34
9C
87 Wahee
2.69
1.54
8A
8A
S7 [)Ague-CP
S7 Dogue-CP
2.60
2.60
1.91
1.91
2452 8B
2452 8B
S7
S7
Dogue-CP
.higue-CP
147443 Database Version 3.1
•
2.50
2.50
1.81
Wheat, Grain
Corn, Gain
Wheat, Grain
Corn, Grain
Wheat, Grain
RYE
110bu,
50 bu,
110 bu.
50 bu.
120 bit.
55 bu.
120 bit.
55 bu.
110 ba,
50 bit.
110 bu.
50 bu.
110 bit
50 bu.
125 bu.
60 bu.
Corn, Grain
Wheat Grain
125 bu.
Nilmgen Comm. Rog.
PA Fed A ibslA)
Nutrient Nutrient
Retjd Applied
(lbs/A) (Ibr/A)
Applic.
Period
2/15.6/30 117
9/1-4/30
93
2/15-6/30 117
9/1-4/30
2/15-6/30
9/1.4/30
2/15.6/30
9/1.4/30
2/15.6/30
9/1J /30
2/15-6/30
9/1-4/30
2/15-6/30
9/1.4/30
2/15-6/30
9/1.4/30
2/15-6/30
60 bu. 9/14/30
93
130
106
130
106
117
93
N N
Applic.
Method
0 *20 [trig.
0
Mauro
PA
NntricntA
pp&eel
(lbs/A)
Liquid Solid
6[amreA Mant*e
pp8ed Applied
(acre) (acre)
Liquid
Mature
Applied
(Field)
Solid
Manure
Applied
(Field)
1009
N gal/A Tons I000 gals
97 38.75 89.12
0 [trig. 60 24.15
0 *20 trig. 97 38.75
0 0 [trig. 60 24.15
0
0
0
0
0
0
117
0
0
117
0
93
132
0
112
0
112
0
"20 brig.
110 43.94
0
Irrig.
69
*20 !trig.
0 Irrig.
110
69
27.52
eirmin
11111512
0
*20
0
20
0
*20
0
*20
Irrig,
60
Date Printed: 7/15/2006
[trig.
[trig.
[rig,
Irig,
Irrig.
Wig.
97
0
112
73
112
73
38,75
24.15
44.74
29.08
44.74
29.08
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0,0i
26.32
1111
35.78
tons
0.00
0.00
0.00
0.00
0.00
0.00
66.79
35.25
0.00
0.00
0.00
0,00
0.00
32.36
0.00 59.67
0.00 37.19
0.00 85.45
0.00 55.54
0.00 80.98
0.00 52.63
W UT Page 2 of 5
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Waste Utilization Table
Tract
Field
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
Year I
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Re rid
(lba+A)
Conan.
Fed.
Nutrient
Applied
(lbs/A)
Res.
(1hr'A)
N
Applie.
Method
Manure Liquid
PA ifangreA
NatrientA pplied
pplied (acne)
(lbsWA)
Solid
Manure
Applied
(acre)
Lic iid
Mantre
Applied
(Field)
Solid
Manure
Applied
(Field)
tons
1000
gal/A
Tons
Total Applied, 1000 gallons
Total Produced, 1000 gallons
1000 gals
3,39h41
2,669.76
Notes: 1_ in the tract column, — symbol means leased, otherwise, owned.
147443 Database Version 3.1
2. Symbol * means user entered data.
Date Printed: 7/15/2006
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
Balance, tons
WUT Page 3 of 5
3Da4.Esb
-555.'9 gS 4 -22-13
0.0a 1L.) �2z• /3
0.00
o.00

Waste Utilization Table
Tract
10636
10636
Source
Field ID
4A S7
Soil Series
Goldsboro
Total Um.
Acres Acres
3.10 2.54 Fescue Hay
Year 2
Crop RYE
Apple.
Period
Nitrogen
PA
Nutrient
Redd
(lbs+A)
Comm. Rea, 'Mature Ligaid Solid Liquid Solid
Fert. (I A) PA MantreA Manure Manure Mature
Nutrent 3vuttientA pplied Applied Applied Applied
Applied pplied (acre) (acne) (Field)
0bsrA) (lba+A) (Field)
Apple. 1000
N Method N gal/A Tons L000 gals tons
4.0 Tons
8/1-7/31
182
0
4B S7
Goldsboro
1.85 1.69 Fescue Hay
10636
10636
5A S7
5A S7
Dogue-CP
Dogue-CP
10636
5B S7
Dogue-CP
4,0 Tons
8/1-7/31
182
0
2,90 2.43 Small Grain Overseed 1.0 'tons
2.90 2,43 Hybrid Bermudagrass Hay
- 2.50 2.29 Small Grain Overseed
10636
59 S7
Dogue-CP
2.50 2,29 Hybrid Bermudagrass Hay
10636
5C S7
Dogue-CP
1.50 1.33 Small Grain Overseed
10636
5C S7
Dogue-CP
10636
6A S7
Cape Fear
10636
10636
6B S7
7A S7
Cape Fear
Cape Fear
6.0 Tons
10/1-3/31
3/1-9/30
50
253
0
1.0 Tons
10/1-3/31
50
6.0 Tons
3/1-9/30
253
1.0 Tons 10/1-3131
50
0
Irrig. 182 72.70 0.00 184.65 0.00
[rrig. 182 72,70 0.00 122,86 0.00
Irrig. 50 19.97 0.00 48,53 0.00
[Trig. 253 101.06 0.00 245,57 0.00
brig, 50 19.97 0.00 45.74 0.00
Irrig. 253 101.66i 0.00 231.42 0.00
1.50 1.33 Hybrid Bermudagrass Hay
3.40 2,75 Fescue=Flay6 rG 2e
3.00 2.66 Fescue Wry Gt ea
4.10 3.91 Fescue Hay
10636
10638
7B S7
10A S7
Cape Fear
Goldsboro
4.10 2.77 Fescue Hay
2.90 145 Small Grain Overseas
10638
I0A S7
Goldsboro
10638
10638
10638
1A S7
IA S7
2A S7
Wahee
Wake
Wahee
2.90 1.45 Hybrid Bermudagrass Hay
6.0 Tons 3/1-9/30
2.
fl' 5 Tons 8/1-7/31
253
o, 3
a. GP
315-Tons 8/1-7/31
3.5 Tons 8/1-7/31
3.5 Toni 8/1-7/31
1.0 Tons 10/1-3/31
116.
0 1trig. 50 19.97 0.00 26.56 0.00
Irrig. 253 101.06 0.00 134.41 0.00
i I0,.3 44.+2. 121.3
Irrig. -148 404,1 0.00 162.57
148
148
50
6.5 Tons 3/1-9/30
5.22 3.73 Small Grain Overseed 1.0 Tons 10/1-3/31
5.22 3.73 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30
2.50 2.30 Wheat, Grain
10638
2A S7
Wahee
10638
2B S7
Wahee
2.50 2.30 Soybeans, Manured, Double Crop
1.50 1.09 Wheat, Grain
10638
2B S7
Wahee
10638
3A ST
Roanoke
10638
3A S7 Roanoke
1.50 1.09 Soybeans, Manured, Double Crop
2.30 1.30 Wheat, Grain
2.30. 1.30
50 bu. 9/1-4/30
296
50
211
93
0
0.no S y-az-)3
110.5 +.1+4,12 117.3io K AA 4 -'Z a •%
[trig. 1 rr -5912 0.00 15 5- 0.00 B 5 4r 2 2- 13
frrig.
fig.
Irrig.
0
0
0
0
0
}Trig.
Irrig.
Irrig.
Irrig.
35 bu. 4/1 9/15
134
0
!trig,
148 59.12 0.00 231.15 0.00 i0oa `t-- z r1»
148 59.12 0.00 163.76 0.00
50 19.97 0.00 28.96 0.00
296 118.24 0.00 17 L44 0.00
r "
50 19.97 0.00 74.50 0.00
211 84,28 0.00
33 13.00
134 53.53
0.00
314.37 0.00
29.90
0.00
0.00
123.11
0.00
50 bu. 9/1-4/30
35 bu. 4/1-9/15
93
0
brig.
33 13.00
0.00
14.17
134
Irrig.
134 53.53
55 bu.
9/1-4/30
106
0
Soybeans, Manured, Double Crop
37 be
4/1-9/15
143
0
147443 Database Version 3.1 Date Printed: 7/15/2006
In'ig.
Irrig.
0.00
58.34
0.00
0.00
37 14.82
143 57.12
0.003
0,00
19.27
0.00
74.26,
WUT Page 4 of 5
0.00

„ „o..
Tract
.............
Field
Source
ID
-_
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apple,
Period
Nitrogen
PA
Nutrient
Read
(lbs'A)
Comm.
Fctt
Nutrient
Applied
(lha/A)
Res.
(lbseA)
Apple.
Method
Manure
PA
NutrientA
pplied
pbs'A)
Liquid
ManueA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Mature
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
10638
3B
S7
Roanoke
2.20
1.52
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
37
14.82
0.00
22.53
0.00
10638
3B
S7
Roanoke
2.20
1.52
Soybeans, Manned, Double Crop
37 bu.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
86.82
0.00
2446
9A
S7
Wahee
2.53
1.46
Wheat, Grain
50 bu.
9/1-4/30
93
0
0
Irrig.
33
13.00
0.00
18.98
0.00
1.
2446
9A
_
S7
Wahee
2.53
1.46
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
134
0
0
irrig.
134
53.53
0.00
78.15
0.00
2446
98
S7
Wahee
1.51
1.34
Wheat, Grain
50 bu.
9/1-4/30
93
0
0
lrrig.
33
13.00
0.00
17,42
0,00
2446
9B
S7
Wahee
1.51
1.34
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
134
0
0
Irrig,
134
53.53
0.00
71.72
0.00
2446
9C
S7
Wahee
2.69
1.54
Wheat, Grain
50 bu.
9/1-4/30
93
0
0
Irrig.
0
13.00
0.00
20.02
0.00
2446
9C
S7
Wahee
2.69
1.54
Soybeans, Menaced, Double Crop
35 bu.
4/1-9/15
134
0
0
Irrig.
134
53.53
0.00
82,43
0.00
2452
BA
57
Dogue-CP
2.60
1.91
Wheat, Grain
60 bu.
9/1.4/30
112
0
0
brig.
39
15.66
0.00
29.91
0.00
2452
8A
S7
Dogue-CP
2.60
1.91
Soybeans, Manured, Doable Crop
38 bu.
4/1-9/15
146
0
0
Irrig.
146
58.32
0.00
111.39
0.00
2452
8B
S7
Dogue-CP
2.50
1.81
Wheat, Grain
60bu.
9/1-4/30
112
0
0
Irrig.
39
15.66
0.00
28.34
0.00
2452
8B
S7
Dogne-CP
2.50
1.81
Soybeans, Manured, Double Crop
38 bu.
4/1-9/15
146
0
0
[Trig.
146
58.32
0.00
105.56
0.00
Total Applied, 1000 gallons
, 3 4it 5
3 a S 11
Total Produced, 1000 gallons
2,669.76
Balance, 1000 gallons
20
- 58 C
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.
147443 Database Version 3.1 Date Printed: 7/15/2006
WUT Page 5 of 5
,s9
Kwn `{2.z.r1
, i 3 AS

WETTED/EFFECTIVE ACREAGE FOR
O.K. FARMS, KEN AUTRY IRRIGATION LAYOUT FOR EXISTING AND NEW FIELDS
PULL TYPE
1A
E90+
2A EE70, E90+
- 28 EE70
3A NE70
38 NE70
4A EE70
48
5A
56
5C
6A
68
7A
7B
8A
8B
9A
EE70
EE70
E170
EE70
E90+
E90+
EE70
EE70
NE70
NE70
NE70
98 NI70
9C NE70
10A N75+
PULL
LENGTH
720.0
390.0
126.0
EFFECTIVE
WIDTH
193.0
208.0
208.0
237.0 181.0
288.0
430.0
358.0
406.0
398.0
334.0
455.0
634.0
717.0
537.0
382.0
358.0
275.0
265.0
293.0
405.0
181.0
208.0
149.0
208.0
170.0
107.0
221.0
155.0
208.0
185.0
181.0
181.0
181.0
170.0
181.0
135.0
MIDDLE
ACRES
3.19
1.86
0.60
0.98
1.20
2.05
1.22
1.94
1.55
0.82
2.31
2.26
3.42
2.28
1.59
1.49
1.14
1.03
1.22
1.26
START
0.44
0.44
0.49
0.32
0.32
0.49
0.37
0.49
0.44
0.31
0.44
0.29
0.49
0.49
0.32
0.32
0.32
0.31
0.32
0.19
END
0.10
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.30
0.20
0.00
0,11
0.00
0.00
0.00
0.00
0.00
, 0.00
0.00
0.00
TOTAL
PER PULL
3.73
2.30
1.09
1.30
1.52
2.54
1.69
2_43
2 29 -
1.33
2.75
2.66
3.91
2.77
1.91
1.81
1.46
1.34
1.54 -
1.45
FIELD TOTALS
3.73
3.39
2.82
4.24
6.05
5.40
6.68
3_71
4.34
1.45
TOTAL: 41.83 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2, WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR APPROX 70% SPACING (170' LANE SPACING, 245' WETTED DIA.
USING NELSON SR100 GUN W/ .81" RING NOZZLE © 80 psi).
3. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. HYDRANTS AND TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
Si e
Date

WETTED/EFFECTIVE ACREAGE FOR
O.K. FARMS, KEN AUTRY IRRIGATION LAYOUT FOR EXISTING AND NEW FIELDS
PULL
1A
2A
2B
3A
3B
4A
4B
5A
5B
5C
6A
6B
7A
7B
8A
8B
9A
9B
9C
10A
TYPE
E90+
EE70, E90+ _
EE70
NE70
NE70
EE70
EE70
EE70
EI70
EE70
E90+
E90+
EE70
EE70
NE70
NE70
NE70
NI70
NE70
N75+
PULL
LENGTH
720.0
390.0
126.0
237.0
288.0
430.0
358.0
406.0
398.0
334.0
455.0
634.0
717.0
537.0
382.0
358.0
EFFECTIVE
WIDTH
193.0
208.0
208.0
181.0
181.0
208.0
149.0
208.0
170.0
MIDDLE
ACRES
107.0 _
221.0
- 155.0
275.0
265.0
293.0
405.0
208.0
185.0
181.0
181.0
181.0
170.0
181.0
135.0
3.19
1.86
0.6D
0.98
1.20
2.05
1.22
1.94
1.55
0.82
2.31
2.26
3.42
2.28
1.59
1.49
1.14
1.03
1.22
1.26
START
0.44
0.44
0.49
0.32
0.32
0.49
0.37
0.49
0.44
0.31
0.44
0.29
0.49
0.49
0.32
0.32
0.32
0.31
0.32
0.19
END
0.10
0.00
0.00
0.00
0.00
0.00 _
- 0.10
0.00
0.30
0.20
0.00
0.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL FIELD TOTALS
PER PULL
3.73
2.30
1.09 -
1.30
1.52 ,
2.54
1.69
2.43
229
1.33
- 2.75
2.66
3.91
2.77
1.91
1.81
1.46
1.34
1.54
1146
3.73
3.39
282
4.24
6.05
5.40
6.68
3.71
4.34
1.45
TOTAL: 41.83 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR APPROX 70% SPACING (170' LANE SPACING, 245' WETTED DIA.
USING NELSON SR100 GUN W/ .81" RING NOZZLE @ 60 psi).
3. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. HYDRANTS AND TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
ottoman„,
SEAL
• 16415 • _
�i�G1�lE�Q:�
rrrrrriiri w9A uo�uti��
Date

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where
available.
Planned Crops Summary
Tract
10636
10636
10636
Field
4A
4B
SA
Total Useable Leaching
Acres Acres Index (LI) Soil Series
3.10 2.54 N/A Goldsboro
1.85 1.69 NIA Goldsboro
2.90, 2.43
N/A Dogue-CP
Fescue Hay
10636
10636
10636
10636
10636
10636
10638
10638
5B
5C
6A
6B
7A
7B
10A
1A
10638 2A
10638
10638
10638
2446
f
2B
3A
38
9A
Crop Sequence j, RYE
Y
4.0 Tons
Fescue Hay ` 4.0 Tons
Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
2,50 2.29 NIA Dogue-CP Small Grain Overseed
1.50 1.33
3.40 2.75
3.00 2.66
4.10 3.91
4.10 2.77
2.90 1.45
5.22
2.50
1.50
2.30
2.20
2.53
N/A Dogue-CP
N/A Cape Fear
N/A Cape Fear
N/A Cape Fear
N/A Cape Fear
N/A Goldsboro
3.73 N/A Wahee
2.30
1.09
1.30
1.52
1.46
L
N/A Wahee
N/A Wahee
N/A Roanoke
N/A Roanoke
N/A Wahee
147443 Database Version 3,1 Date Printed 7/15/2006
NOTE: Symbol # means user entered data
1.0 Tons
Hybrid Bennudagrass Hay 6.0 Tons
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay 6.0 Tons
Fie -5Ct (2-t 2.i 4Tons
Fescue Bay- L► -'T ea Z 2 Si . to_ ,, # Tons
Fescue Hay 3.5 Tons
Fescue Hay
Small Grain Overseed
Hybrid Bermadagrass Hay
3.5 Toms
1.0 Tans
6.5 Toss
Small Grain Overseed I.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
Corn, Grain 110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop 35 bu.
Corn, Grain
110bu.
Wheat, Grain 50 bu.
Soybeans, Manured, Double Crop 35 bo.
Corn, Grain 120 be.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 37 bu.
Com, Grain 120 bu.
Wheat, Grain 55 bu.
Soybeans, Manured, Double Crop 37 bu.
Corn, Grain l l0 bu.
Wheat, Grain 50 bu.
Soybeans, Manured, Double Crop 35 bu.
PCS Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2446
9B
w
1.51
1.34
N/A
Wahee
Corn, Grain
110 bu.
Wheat, Grain
50 bu.,
Soybeans, Manured, Double Crop
35 bu.
2446
9C
2.69
1.54
—
N/A
Wahee
-
Com, Grain
110 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
35 bu.
2452
BA
2.60
1.91
N/A
Dogue-CP
Com, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop _u.
38 b
2452 1
8B
2.50
'
1.81
N/A
Dogue-CP
Corn, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
PLAN TOTALS:
54.90 41.82
L1
Potential Leachini
Technical Guidance
2
1.ow potential to contribute to soluble
nutrient leaching below the root zone.
None
>_ 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned.
> i0
I ligh potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that
improve the soils available water holding capacity and improve nutrient use efficiency
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 (393) and Riparian Forest Buffers (391).
147443 Database Version 3.1
NOTE: Symbol * means user entered data
Date Printed 7/15/2006
PCS Page 2 of 2

Narrative
NOTES: SEE ATTACHED AERIAL PHOTO TO CORRELATE ASCS TRACT AND FIELD
NUMBERS TO IRRIGATION AND NMP FIELD DESIGNATIONS. PLAN PREPARED USING
EACH TRAVELER PULL AS INDIVIDUAL FIELD, ACCORDING TO WETTABLE ACRES FOR
EXISTING AND EFFECTIVE WETTED ACRES FOR NEW FIELDS ADDED TO PLAN.
OWNER HAS THE OPTION OF NOT PLANTING WINTER OVERSEED ON BERMUDA HAY
ACCORDING TO PAN BALANCE IN THIS PLAN. 11.23 ACRES IN BERMUDA HAY @ 50 Lb/Ac.
LEAVES APPROX 1,031 Lb PAN DEFICIT. HOWEVER, WINTER OVERSEED ON AT LEAST A
PORTION OF HAY ALLOWS GREATER FLEXIBILITY IN ACREAGE AVAILABLE FOR WINTER
APPLICATIONS IF EXCESSIVE RAINFALL OCCURS.
147443 Database Version 3.1 Date Printed: 07-15-2006 Narrative Page 1 of 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
Broadcast
Incorporated
Injected
Irrigated
Year 1
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year by a 2,880
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
Max. Avail.
PAN (lbs) *
6,684
Actual PAN
Applied (lbs)
6149
10560
11630
6684
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
3,306,011
Volume Surplus/
Deficit (Gallons)
-636,251
Year 2
6,684
3,336,055
-666,295
6',18q
8, lb . c,
8, D06. i,
— i,4�i+.tc 6s u-7.2-13
4—zz-�_�
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
147443 Database Version 3.1 Date Printed; 07-15-2006 Source Page 1 of I

The Irrigation ApplicationFactors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. Ifapplying waste nutrients through an irrigation system, you must apply at a ratethat 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
Tract Field
10636 4A
10636 4B
10636 5A
10636 5B
10636 5C
10636 6A
10636 6B
10636 7A
10636 7B
10638 10A
Soil Series
Goldsboro
Application Rate
(inches/hour)
0.50
Goldsboro 0.50
Dogue-CP 0.40
Dogue-CP 0.40
Dogue-CP 0.40
Cape Fear 0.40
Cape Fear 0.40
Cape Fear 0.40
Cape Fear 0.40
Goldsboro
10638 IA Wahee
0.50
Application Amount
(inches)
0.35
10638 2A Wahee 0.35
10638 2B
10638 3A
10638 3B
2446 9A
2446
2446
2452
2452
9B
Wahee
0.35
Roanoke
0.35
Roanoke 0.35
Wahee
Wahee
9C
8A
Wahee
0.35
0.35
0.35
Dogue-CP 0.40
8B
Dogue-CP 0.40
14744; natabase Version 3.1
Date Printed 7/15/2006 TAF Pape 1 of 1
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
I.0
1.0
1.0
1.0
1.0

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source., the number of animals in the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Solis containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E.
300
26.32
18.05
36.10
54.16
Soybean 40 bu
160
14,04
33.85
67.70
101.55
147443 Database Version 3.1 Date Printed: 07-15-2006 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number ofdays of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Availe Wtste Storage Canacsty
Source Name # Swine Feeder -Finish Lagoon Liquid
Start Date j 9/1
Plan Year
1
1
1
1
1
Month
1
2
3
4
5
Design Storage Capacity (Days)
180
Available Storage Capacity (Days) *
1
6
1
7
8
1
9
1
1
10
11
l
2
12
1
107
126
139
178
179
180
149.
180
180
152
152
121
7
2
2
3
2
4
2 j 5
6
2 7
2
2
8
2
9
2
10
2 4
11
12
* Available Storage Capacity is calculated as of the end of each month.
147443 Database Version 3.1 Date Printed: 07-15-2006 Capacity Page 1 of 1
90
137
150
165
161
180
176
180
180
152
128
97

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).
147443 Database Version 3.1 Date Printed: 7/15/2006 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
147443 Database Version 3.1 Date Printed: 7/15/2006 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 Duman 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.
147443 Database Version 3.1 Date Printed: 7/15/2006 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.
147443 Database Version 3.1 Date Printed: 7/15/2006 Specification Page 4

Go =gle Maps 9091 US-701
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LEGEND
<� 245' DIA.
`-) SPRAY PATTERN
O EXISTING HYDRANT
O NEW HYDRANT
---•— EXISTING 4' PVC
■ THRUST BLOCK
Q AIR VENT
1- GROUND ENTRY
pp POWER POLE
^^^^^^^.• WOODS LINE
TRAVEL LANE
•
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1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABLE GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON .81' RING NOZZLE OPERATED 0 60 psi. AND USING
VERIFIED SPRAY DIAMETER 245'. LANE SPACING = 170' FOR 70X LANE SPACING.,
3. = 820' BASED ON REEL HOSE LEOF 850'.
4. OP RA OR MUSTTRAVEL LENGTH MAANAGE APPLICATIONS TO REMAIN INACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph.
5. INSTALLER MUST LOCATE UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
A , `\ i `. ``\ ' /% `• �� r' P0-
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?
r- _ FIELD 4
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SWAIN CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
910-590-2703
O.K. FARMS. KEN AUTRY
IRRIGATION DESIGN
DATE 5/30/12
SCALE 1' = 200'
PONDJ rJ r r
I J rJ
F� r

LCI,CIVU
246 DIA.
SPRAY PATTERN
O EXISTING HYDRANT
O NI EW HHYDRANT v
THRUSTBLOCK /� -
AIR VENT
PP POWER POLE j
WOODS UNE CI)
`a-d / — : '
DITCH
LANE - `\ � /-* '/ 1 `I
FIELD BORDER =A\ t�% /i Y A-01A:' 11�II ROAD • 1 / \ / / I f/ I;/ADUNOCCUPIED RESIDENCE I J/$/ / /
'/. �/% ii/\ !\ #/ / i
i \\/q i / i �
▪ !fr.
▪ •
\ r�..,\
/
/ / / /
i pp
_ B IV
/� y
i
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMEIER
CAPABLE GPS EQUIPMENTAS 2. LAYOUT AND SPACING BED ON .81" RING NOZZLE OPERATED 0 60 PPei, AND USING
VERIFIED SPRAY DINKIER 245'. LANE SPACING = 170' FOR 70% LANE SPACING.
3. MAX TRAVEL LENGDI = 820' BASED ON REEL HOSE LENGTH OF 850'.
4. OPERATOR MUST MANAGE APPLICATIONS TO REMNN IN ACINE CROP AREAS.
NO LAND APPUCATION DURING RAINFALL, FROZEN GROUND. OR WIND > 5 mph.
%--_,tip J ; air,`
FIELD 4
\-\ i `*/ I i
#\ + �.�� �`'�� it - —- ��
1 �
J
SWAIN CONSULTING SERVICES. INC.
503 UNDERWOOD ST. CLINTON. NC
910-590--2703
O.K. FARMS. KEN AUTRY
IRRIGATION DESIGN
DATE 7/22/04 I BC 1.E 1' ® 200'
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EMERGENCY ACTION PLAN
PHONE NUMBERS
D W '49
MANAGEMENT — i sy
EMERGENCY
SYSTEM
SWCDS' — GZ w ii
653C
NRC k L f
This plan will be implemented in the event that wastes
overflowing, g, or running off site. Y from your operation are leaking
or
leave your grope O11 should not wait until wastes reach surface waters
ensure that this artydoeto considert that you have a
happen. This plan should be posted You should make ever • r
all employees at the facility. The following in an accessible location°foro
are some action items you should take,
1 • Stop the release of wastes.
possible. Suggested responsDepending s to some on the situation, this may or
may possible problems are listed below
be
A. Lagoon overflow— possible solutions are:
a. Add soil to berm to increase elevation of dam,
b. Pump wastes to fields at an acce
c. Stop all flows to the la pdrate.
d. Call a pumping contractor. n immediate ately.
e. Make sure no surface water is entering lagoon.
B. Runoff from g n'
waste application field —actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff
d. Evaluate and eliminate the reason(s) that caused the
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers —actions include:
a. Stop recycle pump
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separator — s actions include;
a. Stop recycle pump.
b. Stop irrigation pump
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
1
December 18, 1996

e. Repair all leaks prior to restarting pumps.
or l of lagoon. Often this is seepage as oPPO52d to
E. Leakage from haossible actions:
flowing leaks —possible A�zae,
or ditch away from the embankment to catch all se.
a small sump and pump back to lagoon -
a' Dig submersible pump
put in a subm animals, trap or remove animals and fill
b, If holes are caused by burrowing
holes and compact with a clay type soil.
essional evaluate the condition of the side walls and lagoon
c. Have a prof bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
d Did the waste reach any surface waters?
fish kills, duration?
or ion?prop}damage?
' atel how much was released and for what duration .
b.Any damage
Approximately injury, c. Any damage noted, such as employee
d• Did the spill leave the property?
s the spill have the potential to reach surface waters?
e.
f. Doeproperty)?
h
ce
f•
Could a future rain event cause the spill ton or off ofathe `pat Ps.
g.Are potable water wells in danger (either
h. How much reached surface waters?
3. Contact appropriate aaencies.
Division of Water Quality) J 0^6S
After hours, emergency number: 1-800 S,8 '
a• re During nofmal business hours, call your D�ouQ hone number, the details
regional office; Phone telephone
the exact location of the facility, the location or
Your phone call should include: e, name, location
ions the clocation
of the incident from item 2 ill weather and wind conditions, direction of movement of the spill,
and the seriousness
local EMS phone number'
measures that havehropers ' or enters been �surface waters,
b If spill leave eP
to contact local Health Department.
local SWCD office Phone num'c"
c.d Contactuct EMS number
d andlocal
l NRCSone advice/technical assistance; phone
and local I�1R
4, If e works call 911 or the Sheriff s Department and explain
problem to them and ask that person to contact the proper agencies for you.
to minimize off -site
5 • Contact the contractor of your choice to begin repair of problem
damage. _ r' F44
a. Contractor's 'Name:
b. Contractor's Address: i 7 3 �
c. Contractor's Phone: o
Decemt -' 1 E, 1996

6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: syA— [.4/i9, £ e' n tea.
b. Phone: !�/ o -- KG 2— C 3 6,
611
gtc -- Ve6 d/ cY/2
6341 e'
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

Source
Flush alleys
Swine Farm Waste Management Odor Control Checklist
BMPs to Minimize Odor
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Cause
Pit recharge points • Agitation of recycled lagoon
b 0 Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lilt stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or
junction boxes
End of drainpipes
it lagoon
.agoon surfaces
• Agitation during wastewater p Box covers
conveyance
• Agitation during wastewater O Extend discharge point of pipes underneath
conveyance lagoon liquid level
• Volatile gas emissions
• Biological mixing
• Agitation
ligation sprinkler • High pressure agitation
ozzles
• Wind drift
Proper lagoon liquid capacity
®" Correct lagoon startup procedures
E' Minimum surface area -to -volume ratio
CI -%Minimum agitation when pumping
O Mechanical aeration
O Proven biological additives
L I 'gate on dry days with little or no wind
Minimum recommended operating pressure
d Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Site Specific Practices

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
BMPs to Minimize Odor
Animal body
surfaces
Floor surfaces
O Swine production
!! Vegetative or wooded buffers
llRecommended best management practices
Good judgment and common sense
Site Specific Practices
• Dirty manure -covered
animals
7 Dry floors
O Wet manure -covered floors
l Slotted floors
El/Waterers located over slotted floors
O Feeders at high end of solid floors
I 7rape manure buildup from floors
Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
Fr/Frequent manure removal by flush, pit recharge,
or scrape
Er Underfloor ventilation
Ventilation exhaust • Volatile gases
fans
• Dust
Indoor surfaces
• Dust
Q' Fan maintenance
Cl/ Efficient air movement
f1 Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
o Agitation of recycled lagoon O Flush tank covers
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Additional Information:
BMPs to Minimize Odor
Farm access road maintenance
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
:ontrolling Odors from Swine Buildings; PIII-33
Environmental Assurance Program; NPPC Manual
options for Managing Odor; a report from the Swine Odor Task Force
Juisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Site Specific Practices
Available From:
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Feed storage • Accumulations of feed 0 Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding • Accumulations of animal 0 Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Site Specific Practices
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects ' Site Specific Practices
lush gutters
Liquid Systems
• Accumulation of solids ET Flush system is designed and operated
,agoons and pits • Crusted solids
sufficiently to remove accumulated solids from
utters as designed
ree Remove bridging of accumulated solids at
,discharge
J Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
'over more than 30 percent of surface
'sxcessive vegetative • Decaying vegetation 0 Maintain vegetative control along banks of
;rowth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
'eeders
Dry Systems
• Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)

O 15�
�j Mortality Management Methods
'f ` i� ��/� i ; Indicate which method(s) will be implemented.
I When selecting multiple methods indicate a primary versus secondary option.
0A717,_, Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Version —November 26, 2018
El El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a ❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
/clarvt-6,
r
Signature of Farm Owner/Manager Date
a 1 Ato/s9
�Si nat re ofTechni I g Technical Specialist Date

perator.°:3 .. J. ICCree County:
istance to nearest residence (other than
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
2880 head (finishing only)
O sows (farrow to wean)
0 head: (wean to feeder)
Describe other :
owner):
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 01/01/70
1200 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
0 lbs
0 lbs
388800 lbs
O lbs
O .'. bs
O .Lbs
388800 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
Inside top length (feet) 350.0
Inside top width (feet) 250.0
Top of dike elevation (feet) 55.6
Bottom of lagoon elevation (feet) 45.6
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
344.0 244.0
AREA OF BOTTOM
LENGTH * WIDTH =
290.0 190.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
317.0 217.0
formula
LENGTH
344.0
WIDTH DEPTH
244.0 9.0
83936 (AREA OF TOP)
55100 (AREA OF BOTTOM)
275156 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
83936.0 275156.0 55100.0 1.5
Total Designed Volume Available = 621288 CU. F-

5. TE1400kARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 250.0 87500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 87500.0 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 = 388800 lbs. ALW/135 lbs ALW * 1.37 gal/day
Volume = 710208 gals. or 94947.6 cubic feet
180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush syster
that recirculate the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallc
per C
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amour
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 51041.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 51041.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 0 cubic feet
5C. 51042 cubic feet
5D. 51042 cubic feet

SAY
Temporary storage period = > 180 days
Rainfall in excess of evaporation==---'> 7.0 inches
25 year - 24 hour rainfall -- > 7.0 inches
Freeboard - --- __ > 1.0 feet
Side slopes > 3.0 : 1
Inside top length -_- = > 350.0 feet
Inside top width > 250.0 feet
Top of dike elevation > 55.6 feet
Bottom of lagoon elevation > 45.6 feet
Total required volume > 585831 cu. ft.
Actual design volume > 621288 cu. ft.
Seasonal high watertable elevation (SHWT)===> 50.6 feet
Stop pumping elev. > 51.7 feet
Must be > or = to the SHWT elev. > 50.6 feet
Must be > or = to min. req. treatment el.=> 51.6 feet
Required minimum treatment volume > 388800 cu. ft.
Volume at stop pumping elevation > 392416 cu. ft.
Start pumping elev. > 53.9 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 570246 cu. ft.
Volume at start pumping elevation---7> 563393 cu. ft.
Required volume to be pumped > 145989 cu. ft.
Actual volume to be pumped > 170977 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: _yncuC/-6G1%'h¢grJ �C. APPROVED BY
DATE: /"Z-$-y/
DATE: /2--8-9,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN /�
COMMENTS: ,Y 1 4m4 /SdrrOr,J T4�1E� 11J+_2G .�I 1,--,--- y7 /f Sig `�
L -f L
544� 4 �-, A / ,-- 7S ? 4f /ALA .
i�

SHEET 1 OF 2
OPERATION AND MAINTENANCEiPLAN
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 .sjt-e 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 redtces 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 53.9 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.7 .. This temporary
storage, less 25 yr- 24 hr storm, contains 145989 cubic feet or
1092000 gallons.
12-

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
per per hour. Refer to the waste utilization plan for further details.
the
5, Keep vegetation on mowed thee �tationent and should beeas fertilizedtasvneeded
lagoon wed annually.g
to maintain. 'a vigorous stand.
eroded areas or areas damaged by rodents and
6. Repair any e
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
buffe
g. Keep a minimum of 25 feadet of acentgtvss perennialestreamsr aWaste will
round
waste utilization field 7
not be applied in open ditches. Do not pump within 200 feetof
an a
residence or within 100 eewand•publicerightlafeways.
manner not to reach otherproperty
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters dNaturalRes
fthe iourcesS.The DivisionpaftEnviron-
Environment, Health, an
Environ-
mental Management, has the responsibility for enforcing this law.