790001_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 Currentl) covered by an Expiring Sate Non -Discharge General permit
On September 30. 2019, the North Carolina State Non -Discharge General Permits for Annual Waste Management S)stems will
expire. As required by these pernifts, facilities that haNe been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apple for rcmn�al at least 180da\s prior to their expiration date. Therefore, all applications
most be received b5 the Division of Water Resources by no later than April 3, 2019.
Please (to not leave an�r fluestion unanswered. Please verify all haforinadon and make a/tv necessaly corrections beloor.
Application must be signed and dated kip the Pertnittee.
I . Farm Number: 79-0001 Certificate Of Coverage Number:
2, Facility Name: Eagle Falls I log Farm
3, Landowner's Name (same as on the Waste Management Plan): David Walker
4, Landowner's Mailing Address: 630 Eagle Fall Rd
Cit% Madison Slate NC
Telephone Number 336-548-1522 Ext. E-mail
5. Facility's physical Address: 630 Eagle Fall Rd
City: Madison State:
6. Count) where Facility is loca(ed Rockingham
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"):
10. Operator Name (OIC): Russell Lee Rakes(ra" Jr.
11. Lessee's Name (if there is not a Lessee, write "None"):
NC
Bradlev Rakestraw
336-613-1921 Ext,
Phone No.: 336-613-2636
Russell Lee Rakestraw, Jr
12. Indicate animal operation type and number
Current Permit Operations Type Allowable Count
Swine - Feeder to Finish L800
Oreradon TNoes:
Ssline
Cault,
Dry Poult
Wean to Finish
Dairy Call'
Non laying ( hickens
Wean to Feeder
Dairy Ilettler
LaN ing Chickens
Farrow to Finish
Nfilk Coo
PUIletS
Feeder to Finish
DR Coo
TUrkeNs
Farroo to Wean
Beet'Stockei Calf
T!Jrke�r Pullet
Fanoo, to Feeder
Beef Feedei
Boar/StUd
Beef Broad Cto�
Wet Poultry
Gilts
Other
Non Trying Pallet
Other
Lavers
AW'S790001
Zip: 27025
Zip: 27025
OIC #: 20432
Other rynes
Hot ses - I lorses
Hoises - Othet
Sheep - Sheep
Sheep - Other

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
"Realline"
(Inches)
PRIMARY
/9 If --
rT'?
9
2V 000
W.1 000
SECONDARY
.20,000.
24.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I , The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
& The method by which waste is applied to the disposal fields (e.g. imigation, 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
It, The required NRCS Standard specifications
2 A site map/schematic
3. Emergency Action Plan
4. Insect Control Checldist 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. Lagoom'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 CAWNIP 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 ratest that [his application has been reviewed by tire and is accurate and complete to the best of mv knowledge. I understand that,
if all required parts of this application are 1101 completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: fit accordance with NC General Statutes 143-215.6A and 143-215.6K any person who knowingly makes anv fuse statement,
representation, or certification in any application may be subject to civil penalties tip to $25,060 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 I Name of Signing Official (I andowner, or if multiple Landowners all landowners Should sign, If Landowner is a
corporatio�i, signa(Ure should be by a principal executive officer of the corporation):
Name Title: 04,J -7 e-
u
Signat re: Date
Name
Signature:
Name:
Signature:
Title:
Date
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENTTOTHE FOLLOWING ADDRESS:
NCDEQ-DWR
Aninnal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 20P)Periadflleoewall,�t ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Eagle Falls Hog Farm
Brad Rakestraw
350 Bakers Cross Rd.
Reidsville, NC 2 7320
03-04-2003
This plan has been developed by:
Kevin Moore
Rockingham Co. STYCD
525 NC 65, Suite 100
Agricultural Center
Reidsville, NC 2 7320-8861
336-342-0460 ext 3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
griature (owner)
I Z
Signatur(d (manager or producer)
Date
,Y'- �/- 0-�
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: ;�:) /&-'e�� h-)--Oze'
Technical Specialist Signature
-� - *- 200 -3�
Date
------------------------------------------------------------------------------------------------------------------------
437661 Database Version 2.0 Date Printed: 03-04-2003 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,668,600 gals/year by
a 1,800 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 90 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3843
Incorporated
6600
Injected
7269
Irrigated
4177
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
20,872.37
8,337,283
-6,668,683
LYear 2
21,880.77
8,740,080
-7,071,480
- - ---- -- ---- ------- --- ---
------ NOW: ----- Iii'so- ureei D--,- s -a- cam s-stam d-ard- -sou- r-ce-, -U-mea-ns -user -defined- source ---------------------------------
437661 Database Version 2.0 Date Printed: 03-04-2003 Source Page I of I

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
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Cron Sequence
RYE
3006
1&2-lb
5.85
5.85
N/A
Chewacla-P
Wheat, Grain
65 bu.
Tobaceo, Flue Cured
3.200 lbs.
3006
I -la
7.30
4.34
N/A
Congaree
Wheat, Grain
50 bu.
Tobacoo, Flue Cured
3.200 lbs.
3006
10-131
11.00
3.831
N/A
ftyd.
Wheat, Grain
49 bu.1
3006
10-14
11.00
4.781
N/A
M.Voden
Wbeat Grain
49 bu.
3006
2.2
10.30
4.75
NIA
Chewacla-P
Wheat Grain
65 bu.
Tobacco, Flue Cured
3.200 lbs.
3006
3-3
5.20
4.34
N/A
wickhann-P
Corn, Grain
127 bu.
Wheat, Grain
59 bu.
Soybeans, Manured, Full Season
44 ba.
3006
4-8b
4.70
3.92
N/A
:lMayodan
Orchardgross; Hay
3.9 Tons
3006
54
6M
3.80
N/A
wickharn-P
Corn, Grain
130 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Full Semon
45 bu.
3006
6-5
3.70
2.84
N/A
Mavodan
Wheat, Grain
49 bu.
30061
7&8-6
14.50
4.63
N/A
Mayodan
Wheat, Grain
49 bu.
3006
7&8-7
14.50
4.60
N/A
Mavdu
Whent, Grain
49 bu.1
30N
8&12-101
6.00
5.15
N/A
M .. dan
Wheat Grain
49 bu.
3006
8&12-11
17.00
5.15
N/A
Mavodan
Wheat, Grain
49 bu.
3006
8-9
11.00
3.43
N/A
Mavodan
Wheat, Grain
49 bu.
935
1-1
8.30
4.93
N/A
Wickhm-P
Orchardlyrass Pasnare
2.7 Tons
935
1-2
8.30
4.60
N/A
Wickhann-P
Orcharrigrass Pasture
2.7 Tom
935
3-3
11.60
4.60
N/A
Mavodan
Orchudgrass; Pasnure
3.8 Towl
935
34.
11.60
4.93
N/A
Mayodan
Orchardgrass Pasture
3.8 Tons
935
6-51
3.97
3.97
NIA
Mavodan
Fesoue Pasture
4.9 Tons
93(
5.85
N/A
Congaree
Aunual Ryegrass - Pasture
4.0 Tons
E936
Sorghuna-Sudan Pasture
5.7 Tom
6
.00
5.85
NIA
Comarm
Annual Ryegrass - Pasture
4.0 Tom
Sorghurn-Sudan Pasture
5.7 Tons-
936
SM
NIA
Comaree
Aunual Ryegrass - Pasture
4.0 Tons
-
Sorghurn-Sudan Pasture
5.7 Tom
936
2
3 2 0'
5.46
N/A
Comaree
Annual Ryegrass - Pasture
4.0 Tom
ISorAurn-SudanPasture
5.7 Tom
936
1 -3
3200
5.46
N/A lConwee
lAnnual
Ryegrass - Pasture
4.0. Tors
I
I
Ne v- I e w- ----------- D- a-ta--b-ase -V- er-si-o-n- -2-.-0 -------------------- Date- Printed:- - 0-4 - 0 7 - 2-0 0 3 --------------------------- PC S - Page - -1 - of -2 -----------
NOTE: Symbol * means user entered data.
,411 -r T3 6 AdJ N keA+

Planned Croris Surrimary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop S�quenee
RYE
Sorghum -Sudan Pasture
5.7 Tom
936
Ja4
8.30
5.67
N/A
Congaree
Fescue Hay
4.9 Tom
936
la-5
8.30
3.38
N/A
Congaree
Fescue Bay
4.9 Tom
936
2-6
4.20
3.38
NIA
Mavodan
Annual Ryegrass - Pasture
3.9 Tom
I
I
I
I
I
Sorghum -Sudan Pasture
4.2 Tom
936
3-7
11.80
3.921
N/A
IMayod.
Fescue Pasture
4.9 Tons
936
3-8�
11.80
4.191
NIA
jhlaydan
Fesoue Pasture
4.9 Tom,
___.236
3-91
11.80
3.061
NIA
1Mvodan
Fescue Pasture
4.9 Tom
PLAN TOTALS: 388.82 136.51
Ll
Potential Leaching
Technical Guidance
Low potential to contribute to
None
< 2
soluble nutrient leaching below the
root zone.
>=2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the
root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
root zone.
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 (39 1).
---- -----------------------------------------------------------------------------------
Pm vi e-w- ----------- D aga-hase V -evsdan- -2-.-0 --------------------- Date Printed: 04-07-2003 PCS Page 2 of 2
NOTE: Svmbol * 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 ofacres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
ilized. Waste should be analyzedbefore each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table
Year I
Tract
Field
Sourm
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(IWA)
Comm.
Fert.
Nutrient
Applied
(IWA)
Res.
(lbsIA)
Applic.
Meffiod
Manune
PA
Nutrient
Applied
Liouid
Manure
Applied
(acre)
Solid
Manure
Applied
(am)
Linuid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 Ws
tons
-3006
1&2-lb
S7
Che%acla-P
5.851
5.8S.Wheat,
Gram
65 bu.
9/1-3131
121
0
0
0
lig.
61,
24.17
0
141.37,
0.00
-3006
I -la
S7
Congaree
7.30
4.34
Wheat, Grain
50 Im.
9/1-3/31
100
0
0
Iffig.
50
19.97
0
86.68
0.00
-3006
10-13
S7
Mayodan
11.00
3.83
Wheat, Grain
49 Im.
9/1-3131
87
0
0
Iffig.
87
34.75
0
133.10
0.00
3006
10-14
S7
Mayodan
11.00
4.78
Wbeat, Grain
49 bu.
9/1-3/31
87
0
0
Iffig.
87
34.75
0
166.11
0.00
-3006
2-2
S7
Cbewacla-P
10.30
4.75
VVIusit, Grain
65 bu.
9/1-3/31
121
0
0
inrig.
61
24.17
0
114.79
0.00
-3006
3-3
S7
Wickham-P
5.20
4.34
Com, Grain
127 bu.
2/15-6/30
141
0
20
Irrig
121
48.33
0
209.76
0.00
-3006
3-3
S7
Wickh=-P
5.20
4.34.Whea�
Gr mi
59 bu.
9/1-3/31
119
0
0
ImIg
60.
23.77,
0
103.1
-3006
4-8b
S7
Mayodam
4.70
3.9210.1mulgrassIlay
3.9 Tom
8/1-7/31
160
160
63.911
0
250.53
0.00
-3006
5-4
S7
Wickharn-P
6.80
3.80ICom,
Grain
130 bu.
2/15-6/30
144
124
49.53
0
18812
0.00
-3006
5-4
S7
Wickharn-P
6.80
3.801
Wheat, Gram
60 bu.
9/1-3/31
121
61
24.171
0
91.83
0.00
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Preview Database Version 2.0 Date Printed: 4/7/03 AFUT Page I

Waste I Jtili7ation Table
Year I
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cron
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/Al
Comm.
Fat.
Nutrient
Applied
flbsIA)
Res.
Obs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(am)
Solid
Manure
Applied
(acrc)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 gals
tow
-3006
6-5
S7
Mayodan
3.70
2.84
Wheat Grain
49 bu.
9/1-3131
87
0
0
Inig.
87
34.75
0
98.69
0.00
-30061
7&8-61
S7
My.d..
1 14.50
4.631Wheat,
Grain
49 bu.
9/1-3/31
87
0
0
brig.
87
34.75
0
160.90
0.001
.3006
7&8-7
S7
Mayodan
14.50
4.60
Wheat, Grain
49 bu.
9/1-3131
87
0
0
Irrig.
87
34.75
0
159.86
0.00
-3006;&12-10
S7
Mayodan
6.00
5.15
Wheat Grain
49 bu.
9/1-3131
87
0
0
Irrig.
87
34.75
0
178.97
0.00
-3006
�&12-11
S7
Mayodam
17.00
5.15
Wheat Grain
49 bu.
9/1-3/31
87
0
0
Inig.
871
34.751
0
178.97
0.00
-3006
8-9
S7
Mayodan
11.00
3.43
wheat Grain
49 bu.
9/1-3/31
87
0
0
Irrig.
871
34.751
0
119.20
0.00
935
1-1
S7
Wickham-P
8.30
4.93
Omhardgmss Pasture
2.7 Tom
8/1-7/31
90
0
0
Imp.
90
35.95
0
177.23
0.00
935..
1-2
S7
Wickham-P
8.30.
4.60,
Orcharrigrass Pasture
2.7 Tow
8/1-7/31
90
0
0
Irrig.
90
35.95
0
1455.37
uo.
935
3-3
S7
Mayodan
11.60
4.60
Orchamigrass Pasture
3.8 Tom
8/1-7/31
117
0
0
IrriR.
117
46.74
0
214.98
0.00
935
3-4
S7
Mayodan
11.60
4.93
Orchardgne;s Pasture
3.8 Tons
8/1-7131
117
0
0
Innig.
117
46.74
0
230.40
0.00
935
6-5
1
S7
Mayodan
3.97
3.97
Fescue Pasture
4.9 Tons
811-7/31
151
0
0
Irrig.
151
60.32
0
239.45
0.00
936
I -la
S7
Congaree
32.00
5.85
Annual Ryegrass - Pasture
4.0 Tom
8/15-5/15
133
0
0.
Iffig.
133
53.13.
0
310.79
0.00
936
I -la
S7
Congaree
32.00
5.85
Sorghum -Sudan Pasture
5.7 Tow
4/1-9/15
211
0
0
Iffila,
211
84.28
0
493.05
0.00
936
I -lb
S7
Congaree
32.00,
5.85,Ammal
Ryograss - Pasture
4.0 Tons
8115-5115
133
0
0
lrri�
133
53.13
0
310.79,
0.00
936
I -lb
S7
Congaree
32.00
5.85
Sorghum -Sudan Pasture
5.7 Tow
4/1-9/15
211
0
0
Irrig.
211
84.28
0
4
0.00
936
1-2a
S7
Congaree
32.00
5.85
Annual Ryegrass - Pasture
4.0 Tow
8115-5115
133
0
0
Irrig.
133
53.13
0
310.79
0.00
936
1-2a
S7
Congarec,
32.00
5.85
Sorghum -Sudan Pasture
5.7 Tow
4/1-9/15
211
0
0
Iffig.
211
84.28
0
493.05
0.00
936
1-2b
S7
Congaree
32.00
5.46
Annual Ryegrass; - Pasture
4.0 Tom
8115-5115
133
0
0
Irri
133
53.13
0
$493.05
290.07
0.00
936
1-2b
S7
Congaree
32.00
5.46
Sorghum -Sudan Pasture
5.7 Tom
4/1-9/15
211
0
0
IM .
211
84.28
0
460.18
0.00
936
1-3
S7
Congarce
32.00
5.46
Annual Rycgrass - Pasture
4.0 Tons
8/15-5115
133
0
0
Iffig.
133
53,13
0
290.07
0.001
936
1-3
S7
Congarce
32.00
5.46
Sorghum -Sudan Pasture
5.7 Tow
4/1-9/15
211
0
0
Irrig,
211
84.28
0
460.18
0.
936
la-4
S7
Congame
8.301
5.671
Fesc,, Hay
4.9 Tow
811-7131
218
0
0
Irrig.
218
87.08
01
493.731
0 doo
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Preview Database Version 2.0 Date Printed: 4/7/03 VITJT Page 2

Waste Utilization Table
Year I
Tract
Field
Source
I.D.
Soil Series
Total
Acm
tjs�
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/Al
Comm.
Fert.
Nutrient
Applied
(1b,/A)
Res.
(lbs/A)
Applic.
Method
NUnure
PA
Nutrient
Applied
Iiquid
Manure
Applied
(acre)
Solid
Mmure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 gals
tons
9361
la-5
S7
Congaree
8.30
3.38
Fescue Hay
4.9 Tons
811-7/31
218
0
0
Irrig.
218
87.08
0
294.32
0.00
936
2-6
S7
Mayodan
4.201
3.38
Annual Ryeg,.. - Paspar.
3.9 Tons
9/15-5/15
120
0
0
Ini�
120
47.93
0
162.01
0.00
936
2-6
87
Mayodan
4±3
20
3 8
Soromm-Sucian Pasture
4.2 Tons
4/1-9/15
145
0
0
hrrip,
145
57.92
0
195.77
0.00
936
3-7
S7
Mayodan
80
3 2
Fescue Pasture
4.9 Tons
8/1-7/31
151
0
0
Jfij,�
151
60.32
0
236.44
0.00
936
3-8a
S7
Mayodan
11 80
4 19
Fescue Pasture
4.9 Tom
8/1-7/31
151
0
0
Irrig
151
60.32
0
252.72
0.00
936
3-9
87
Mayodan
11 80
3 06
Fescue Pasture
49 Tom
8/1-7/31
151
0
0
hrip,
151
60.32
0
184.57
0.00
Total Applied, 1000 gallons
9,141.12
Lagom Uquids
Total Produced, 1000 ga
I:-
1�6� 8��O'
Balance, 1000 gallons
L
73 3i
Total Applied,
0.00
Manure Solids
-!Ts-
Total Produc4 t.a
0.00
Balmoe, tons
000
Notes; 1. In the tract column, symbol - mears, leased, otherxisc� owned. 2. Symbol - means user entered data.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 4/7/03 VAJT Page 3

Waste Utilization Table
Year 2
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lhq/A)
Conama.
Fort
Nutrient
Applied
(Ibq/A)
Res.
Obs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
LiQuid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tow
1000 gals
tow
-3006
1&2-It
S7
Chervacla-P
5.85
5.85
Wheat Grain
65 bu.
9/1-3131
121
0
0
Iffig.
61
2417
0
141.37
0.00
-3006
1&2-lb
S7
Chmacla-P
5.85
5.85
Tobacco, Flue Cured
3.200 lb&
3/15-6/30
70
0
01
Irrim.
401
15.98
0
93.47
0..
.3006
I -la
S7
Congaree
7.30
4.34
Wheat C�rain
50 bu.
9/1-3131
100
0
0
Irrig.
50
19.97
0
86.68
0.00
-3006
1-1a
S7
Congarce
7.30
4.34
Tobacco, Flue Cured
3.200 lbs�
3/15-6/30
70
0
0
Irrig.
40
15.98
0
69.34
0.00
-3006
10-13
S7
Mayodan
11.00
3.83
Wheat Grain
49 bu.
9/1-3/31
87
0
0
Irrig,
87
34.751
0
133.10
0.00
-3006
10-14
S7
Mayodan
11.00
4.78
Wheat, Gmun
49 bu.
9/1-3/31
87
0
0
Irrig.
87
34.75
0
166.11
0.00
-3006
2-2
S7
Chemcla-P
10.30
4.75
Wheat, Grain
65 bu.
9/1-3/31
121
0
0
Irrig.
61
24.17
0
114.791
0.00
-3006
2-2
S7
Clumacla-P
10.30
4.75
Tobacco, Flue Cured
3,200 lbs.
3/15-6/30
70
0.
0.
Imp
40
15.98
0
75.89
0.00
-3006
3-3
S7
Wickham-P
5.20
4.34
Wheat Grain
59 bu.
911-3/31
119
0
0
hTig.
60
23.77
0
103.15
0.00
-3006
3-3
S7
Wickham-P
5.20
4.34
Soybeans, Manured, Full Season
44 bu.
4/1-9/15
171
0
0
Irrig.
171
68.30
0
296.44
0.00
-3006
4-8b
S7
Mayodan
4.70
3.92
Orchadgrass Hay
3.9 Tow
8/1-7/31
160
0
0
Irrig.
160.
63.91.
0
250.53
0.00
-3006
5-4
S7
Wickham-P
6.80
3.80
Wheat, Grain
60 bu.
9/1-3/31
121
0
0
Inig.
61
24.17
0
91.83
0.00
-3006,
5-4
S7
Wickham-P
680.
3.80.
Soybeans, Manured, Full Season
45 bu..
4/1-9/15
175
0
0
Irrig.
175
69.90
0
265.63
0.00
-3006
6-5
S7
Mayodan
3.70
2.841
Wheat, Grain
49 bu.
9/1-3/31
87.
0
0.
Irrig.
87
34.75
0
98.69
0.00
-3006
7&8-6
S7
Mayodan
14.50
4.63
Wheat Grain
49 bu.
9/1-3/31
97
0
0
Irrip
87
34.75
0
160.90
0.00
.3006
7&8-7
S7
Mayodan
14.50
4.60
Wheat, Grain
49 bu.
9/1-3/31
87
0
0
Irrip.
87
34.75
0
159.86
0.00
-3006
l&12-10
S7
Mayodan
6.00
5.15
Wheat, Grain
49 bu.
9/1-3/31
87
0
0
Irrig.
97�
34.75.
0
178.97
0.00
-3006
M12-11
S7
Mayodan
17.00
5.15
Wheat, Grain
49 bu.
9/1-3/31
87
0
0
Im.g.
87
34.75
0.
178.97.
0.00
-3006
8-9
S7
Mayrsdan
11.00
3.43
Wheat, Grain
49 bu.
9/1-3/31
87
0
0
Irrip
87
34.75
0
119.20
0.00
1-1
S7
Wickhm-P
8.30
4.93,
Orchudgms Pasture
27 Tow
8/1-7/31
90
0
0
Irrig.
90
35.95
0
177.231
0.00
935
r3
1-2
S7
Wickham-P
9.301
4.6010rchamd9rassPastim.
2.7 Tom
8/1-7/31
90
0
0
Irrig.
90
35.95
0
165.37
0.00
93 5
3-3
S7
Mayodan
1 11.601
4.601
Ochdgra. Pasbar,
3.8 Tons
8/1-7/31
117
01
o
Iffig
117
46.74
0
214.981
0.00
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 4/7/03 WLJT Page 4

Venr 2
Traa
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cron
RYF
Applic.
Period
Nitrogen
PA
Nutrient
ReQ'd
(Ihq/A)
Corrum
Fert.
Nutrient
Applied
Obs/A)
Ftm.
Qbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(am)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 MIS
tow
935
34
S7
Mayodan
11.60.
4.93.
Orchudgrass Pasture
3.8 Tow
8/1-7/31
117
0
0
Irrig.
117_
46.74;
0
230.40
0.00
935
6-5
S7
Mayodan
3.97
3,97
Fescuel'anure
4.9 Tom
811-7/31
151
0
01
Irrig.
151
60.321
0
239.45
0.00
936
I -la
S7
Congaree
32.00
5.85
AmmalRyegrass- Pasture
4.0 Tom
8115-5115
133
0
0
Inip
133
53.131
0
310.79
0.00
936
I -la
S7
Congaree
32.00
5.85
Sorghum-SudanPasture
5.7 Tons
4/1-9/15
211
0
0
hTig.
211
84.281
0
493.05
0.00
936
I -It
S7
Congares
32.00
5.85
AnnualRyegrass-Pasture
4.0 Tom
8115-5115
133
0
0
hrm.
133
53.131
0
310.79
0.00
936
1-It
S7
Congaree
32.00
5.85
Sorghum -Sudan Pasture
57 Tons
4/1-9/15
211
0
0
Irrip
211
84.281
0
493.05
0.00
936.
1-2a
S7
Conga=
32.00
5.85.Annual
Ryegrass - Pasture
4.0 Tom
8/15-5115
133
0
0
Irrig.
133
53.131
0
310.79.
00
0.00
936
I-2a
S7
Congaree
32.00
5.85
Sorghum -Sudan Pasture
5.7 Tom
4/1-9115
211
0
0.
Iffig.
211
84.28
0
493.05
0.00
00
936
1-2b
S7
Congaree
32.00
5.46
Annual Ryegrass - Pasture
4.0 Tow
8/15-5/15
133
0
0
litif-
133
53.13
0
290.07
00
0.00
936
1-2b
S7
Conger=
32.00
5.46
Sorghum -Sudan Pasture
53 Tons
4/1-9/15
211
0
0
hrig.
211
84.28
0
460.19
.(,o
0.00
1000.
936
1-3
S7
Congaree
32.00
5.46
Annual Ryagrass - Pasture
4.0 Tom
8115-5115
133
0
0
Irrip
133
53.13
0
290.07
0.00
936
1-3
S7
Congaree
32.00
5.46
Sorghurn-Sudan Pasture
5.7 Tom
4/1-9/15
211
0
0
Irrig.
211
84.28
0
460.18
0.00
936
la-4
S7
Congaree
8.30
5,67.Fescue
Hay
4.9 Tow
8/1-7/31
218
0
0
lnip�
218
87.08
0
493.73
0.00
936
la-5
S7
Congaree
8.30
3.38
Fescue Hay
4.9 Tom
8/1-7/31
218
0
0.
Irrip
218.
87.08
0
294.32
0.00
936
2-6
S7
Mayodan
4.20
3.38
AnnualRyegrass-Pasture
3.9 Tom
8115-5115
120
0
0
Irrig.
120
47.93
0
162.01
. 0.00
936
2-6
S7
Mayodan
4.20
3.38
Sorghtan-SudanPasture
4.2 Tom
4/1-9/15
145
0
0
Irrig.
145
57.92
0
195.77
0.00
936
3-7
S7
Mayodan
1180
3.92
Fescue Pasture
4.9 Tons
8/1-7/31
151
0
0
lirig.
151
60.32
0
236.44
0.00
936
3-8a
S7
Mayodan
11.80
4.19
Fescue Pasture
4.9 Tow
8/1-7/31
151
0
0
hrig.
151
60.32
0
252.72
,
9361
3-9
S7
lMayodan
11.80
3.06,
Fescue Pasture
1 4.9 Towl
8/1-7/31
151
0
0
Inig,
151
60.32�
0
18457
doo
0.00
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 4/7/03 WUT Page 5

Xlf..f. Ut;l;�.ti. T�Ilp
Vosir I
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
AppliQ
Period
Nitrogen
PA
Nutnent
Reqtd
flWAI
Conarn.
Fart.
Nutneat
Applied
(lh,/A)
Res.
(lbs/A)
Applio.
Method
Man=
PA
Nutrient
Applied
Liquid
Mature
Applied
(aae)
Solid
Manare
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
gal/A
tons
1000 gals
tons
Total Applied, 1000 gallons
9,543.91
Lagoon Liquids
Total Produced, 1000 gallons
1,668.60
Balance, 1000 gallons
-7,875.31
Total Applied, tons
2
Manure Solids
Total Produced, tons
0!22
00
Balmw,tms
Notc� I.hithetractwlu=,syrnbol—m�sl�sedoth�ise��ed. 2. Symbol - means user entered data.
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 4/7/03 WUT PaRe 6

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. ff 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 Arlolication Factors
Tract
Field
Soil series
Application Rate
(inches/houf)
Application Amount
(mches)
3006
1&2-lb
Clumacla-P
0.50
0.96
3006
Ma
Congaree
0.35
1.00
3006
10-13
Mayodan
0.45
1.00
3006
10-14
Mayodu
0.45
1.00
3006
2-2
Chewacla-P
0.50
0.96
3006
3-3
Wickh�]?
0.35
1.00
3006
4-8b
Mayodu
0.45
1.00
3006
5-4
Wickham-P
0.35
1.00
3006
6-5
Mayodan
0,45
1.00
3006
7&8-6
Mayodan
0.45
1.00
3006
7&8-7
Mayodan
�0.45
1.00
3006
8&12-10
Mayodu
0.45
1.00
3006
8&12-11
Mayodan
0.45
1.00
3006
8-9
Mayodmi
0.45
1.00
935
1-1
Wickham-P
0.35
1.00
935
1.2
Wickham-P
0.35
1.00
935
3-3
Mayodan
0.45
1.00
935
34
Mayodan
0.45
1.00
935
6-5
Mayodan
0.45
1.00
936
I -lb
Congaree
0.35
1.00
936
1-2a
[Congaree
0.35
1.00
936
1-2b
Congaree
0.35
1.00
936
1-3
Congaree
0.35
1.00
936
la-1
Congaree
0.35
1.00
936
la-5
Congaree
0.35
1.00
936
2-6
Mayodan
0.45
1.00
936
3-7
Mayodn
0.45
1.00
936
2-1a
May
0.45
1.00
936
3_9
17
'YM
0.45
1.00
--------------------------------------------------------------------------------------------------------- ---------------
437661 Database Version 2.0 Date Printed: 03-04-2003 1AF Page I of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible� care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
22.57
45.13
67.70
Hay 6 ton R.Y.E.
3001
26.321
11.281
22.571
33.J85
Soyb� 40 bu
1601
14.041
21.161
42.311
63.47
------------------------------------------------------------------------------------------------------------------------------------------
437661 Database Version 2.0 Date Printed: 03-04-2003 Sludge Page I of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start dote 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 structures temporary storage capacity.
Available Waste Stormae Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
111/30
90
Plan Year
Month
Available Storage Capacity (Days)
1
1
74
1
2
90
1
3
90
1
4
90
1
5
59
1
6
62
1
7
90
1
8
90
1
9
90
1
10
59
1
11
90
1
12
59
2
1
43
2
2
90
2
3
90
2
4
90
2
5
59
2
6
62
2
7
90
2
8
90
2
9
90
2
10
59
2
11
72
2
12
41
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 03-04-2003 Capacity Page I of I

Narrative
The operator is responsible for deciding when to utilitze the fields for waste application purposes. The
acreage available is greater than needed for utilizing all the waste, therefore the operator will make the
management decisions as to which fields to make application. The operator should always apply the waste
in a manner that corresponds to the cropping systems listed in the plan. The fields in the plan that list
sorghurn-sudan pasture are heavily infested with Johnsongrass. The management of these areas are to
favor the Johnsongrass as it is a very productive and nutritious grass. Care will actually need to be
excersized so as not to overgraze and kill the Johnsongrass.
-----------------------------------------------------------------------------------------------------------------------
Pmview Database Version 2.0 Date Printed: 03-04-2003 Narrative Page I of I

REQUIRED SPECIFICATIONS
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 which reaches
surface water is prohibited. Illegal discharges are subject to the assessment of civil penalties of $10,000 per
day by the Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either owns or has long
term access to adequate land on which to properly apply the waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NIRCS with a copy of a written agreement (sample
enclosed) with a landowner who is within a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production facility. It is the responsibility of the owner of
the facility to secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based
on soil type, available moisture, historical data, climate conditions, and level of management, unless there
are regulations that restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative
Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in
addition to "Buffers" required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be
applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on
conventionally tilled cropland. When 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" in the Technical Reference - Environment file for guidance.)
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 pending should occur in order to control conditions conducive to odor or flies and provide
uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is
frozen.
9. Animal waste shall be applied on actively growing crops in such a mariner that no more than 20 to 25
percent of the leaf area is covered.
10. Waste nutrients 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 on bare soil.

REQUIRED SPECIFICATIONS
(continued)
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance may be reduced
for waters that are not perennial provided adequate vegetative filter strips are present. (See Standard 393 -
Filter Strips)
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 oAqied 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 wetlands provided they have been
approved as a land application site by a "technical specialist". Animal waste should not be applied on
grassed waterways that discharge directly into water courses, and only then at agronomic rates provided the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washilown facilities, showers, toilets, sinks, etc., shall not be
discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum operating level
to provide adequate storage for a 25-year, 24-hour storm event in addition to the one (1) foot mandatory
freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and
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. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or
discharge.
19. 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.
20. 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.

��6,Ak

-NAcr 93
I '�- L�O() I

121 J1111 I A
PHONE NUMBERS
DWQ
EMERGENCY MANAGEMENT SYSTEM
SWCD
NRCS _336) 44,"2
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 -each surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a Add soil to berm to increase elevation of dam.
b, Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e, Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b, Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
h. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d, Repair all leaks prior to restarting pumps.
December 18, 1996

D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. 11F holes are caused by burrowing animals, trap or remove animals and fill holes arid
compact with a clay type soil.
c. Have a professional evaluate the condition of the side wills and lagoon bottom as soln
as possible.
2. Asscss the extent of the spill and note any obvious -damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division -of Water Quality) regional office;
Phoneffl -�J,�VUO,�o After hours, emergency num ber: 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of mov.-ment of the
spill, weather arid wind conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface wateis, call local EMS Phone nurribcr).'V;-,­'yJ
c. Instruct EMS to contact local Health Department.
.1 d
d. Contact CES, phone numbc640x,i- ' ,:local SWCD office phone number-,'!" an
local NRCS office for advice/technical assistance phone numbcr.4A­-/-� �?­
December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Natne:—Jo�r-� 'Be-h'c.2, k\1
b. Contractors Address: 3ov -110-
c. Contractors Phone:— L3 36) 6 2-9 - 0 16 1
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
- .. I , I N"
a. Name: dlh6p4l J5�oad z�,'W-io �
b. Phone: t8-3k�'i -:,Y4L��'8260
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.
December 18, 1996

Fq,f-
, i , Swine Farm Waste APIanagernent Odor Control ChecItlist
Suit ice Close --IJIMI'sto linimize0dor Site Specific I'lacuces
Famislead Swine pioduction 2' Vegetative or wooded buffers;
0 Recommended best management prac(ices;,
&�'Good judginctit and common sense
Animal body surfaces Dilly minuic-comed -ailimais Cl Dry floors
Hom Sol faces
Wet 111111111IC-coveled Ifools
V Watercrs located over slotted floors;
0 Fccdcrs at high end ol-solid floors;
0 Scrape manurc buildup rrom floors;
11 Undernoor ventilation for drying±��—
mautue collection pits
Uritic;
09"' Frequent manure —removal by flush, liit nchirge,
Partial microbial decompositioti
or scrape;
-0 Underfloor ventilation
-- ---- 3ite"Itlatimt-ex6mimt-fimig
VA, W g
Dust
GY"I' fricient air inoveluent
Indoor Sol fficcs
Dust
Waslidown between groups of aninials;
0 Red additives;
Cl rccdcr covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks
Agitation o"recycled lagooii
R' Flush lank covers;
liquid while tanks are filling
0 Extend Fill lines to near boftoin of tinks with
anti-siplion vents
171jish alleys
Agitation during wastewater
Underfloor flusli with underfloor ventilation
conveyance
Pit recharge pohas
Agitatioli of recycled lagoon
Cl Exterldirccharge lines to near bottom orpits
ficluid while pits are Falling
with anti-siplion vents
M stations
Agitation during sunip tank
0 Sump tank covers
filling and dram -clown
[side drain coliccf-ion
Agitation during wastewater
0 Box covers
junction boxes
conveyance
11, 1996, Page 3

Cause IlMI's to Millililize ()(Im
Site Specific I'] aclims
HIIIII)CS ;Ll Agila[imi (Ijililig 0 Fx(elld dischaige poillt orpipcs 1111delilcalli
c o I I v cya I I C C 1.1gooll liquid level .
�ttlle gas cillissions;
Molovicil mixing;
Agitatiou
I'loper la. . 0011 liquid caplci(y;
02( Collect lagooll staltup procedules;
GY Mill i'lluill Sol facc area-to-vo lunic I Itio:
Minimum agitation %vllcli pulliping,
Mechanical aeration;
1 0 Proven biological additives
lilit-atioll splinkicl, Iligh plessluc agitalitill; R Irrigate oil dry days with little or no %vind;
lit) I
ZZ Cs
willd (11 ill
illil"U'll fcc011"llended operating pressure;
Punip intake lagoon
near liquid surface;
0 Pump firom=MwImsLaw-1� 1401,V/A)(7 POpl?
Sloi age tank or basin
Partial microbial decomposition;
0 Bottom or midlevel loading;
surlace
Mixhig while filling;
0 Tank covers;
Agilafion wheii eniptyijig
11 Basin surrice mats orsolids;
0 NoWn biologicaladditims or oxidants
Sell! s
it, I surince
['at fla
L P
1711 -Xfend d;a;o P* a outlets midentenilt liqu d
mixing while filling;
level;
Agitation when clup(yiul;
0 Remove settled solids regularly
Manw.e.-slurry or sludge
Agitation when spreading;
0 Soil injection of slurry/sludges;
spreader outlets
Volatile gas emissions
0 Wash residual manurc fi-oni spreadei allcr use;
0 1" oven biological additives or oxidants
�covercd manuic,
Volatile gas emissions url,ile
0 Soil injection orsiu
,wny or sludge oil Field
drying
63/ Soil incorporation
surfaces
within 48 lirs.;
2( Spread in thin unifonn layers ruir rapid drying;
0 Proven biological additives or oxidants
Dcadanimals . Carcass dectimpositim 19' Proper dispositiort of carcasses
Dead animal disposal . Carcass decomposition 0 Complete covering or carcasses ill burial pits;
pits
C1 Proper locatioulconstruction of disposal pits
Incinerators - . Incouiptclecoinbuslion 0. , Secondary stuck burners
AIvl0C - November 11, 1996, Page-4

soil I cc (:;I i Ise
im, %v;ltC1 �Ilooloil
I
I -Ici I it ics
Miclubiol (Iccoloposilioll of
ri
1;�JJ'S to NlillioliZC Odor
Gladc mid kuldscapc S�lch dult %vatel (11;lilts
away fioul ("Ili,ifilics
Nlankne unkcil ooto Pool 13' limil)(;lined nccss 1 oads rI Faint access rold olailltemilice
public iomis Flom 1-11,11
access
fic VI at
Additiolval I'llb"I'Mioll Avidable Flom
Swine mallute Malia"ello:111 020U Rolc/UMP Packd NCSU, Colloty I.X[clisioll (:Clltcl
Swinc Produclioll Fnin, Polcllli�jl odo, Soolices and Remedies ; EBAr Fict Shed NCSU - BAE,
Swille 11toductioll I.-Icility malloile mallagellicult: Pit Rcchloge - 1,,igooli Treatment ; E113AE 128-83 NCSU - BAI-1-
E. --
Swilic Ploductioll Facility IvIallule Management: Underfloor Hush - 1,19001, Trcili'llcot ; -BAl- 129-98 NCSU - BAC
Lavooll I)csigll mid Management for Livestock MitiurcTmilinicut and Storage ; FBAE 103-83 NCSU - BAE
Ci I libialion of Manklic IIIId Wils(civater Application E(joipuncill ; CBAE Fact Sheet NCSU - BAII-
Controlling Odors from Swilic Buildings ; I'll 1-33 NCSU - Swine Extension
Envirmuncultil Assurlince Plogiall, ; NITC MaIM-11 NC Pork Produccis Assoc
Options ' for Iviviniging Odor; a icport froill Ilic Swine Odor'l"ask Force NCSU Agri Communications
-jlttj.%-owc-Conrcn4s in Ariia,Pf Ma .... In M."Inglemile'll' 0dors and Hics 1 IIRO107, 1995 Con.'erence Procccdhigs Florida Cooperative Extension
11, 1996, Page 5

Sit It i cc
Lal-001's all
GioWtll
Is
Storage
Insect Control Checklist for Anillial operatiolls
=�- 0
Specific 1,13C
it) Cul't' 01 115"St
C:Itlse
--�Liquid SY5(CIIIS ------
- — — — — — - tied and operated
joll of Solids C3 villsil SYS,,..,, dCsI9 5 fi")lli
Cillove aCCUIllulawd solid
L)rcayill'.1
sufficiently to I
goiters as designed. lill,dated solids at
Ll 1kcillove bi-idgilig Of ace"
discharge
-574M. �111ualll I agoolls, settillIg basins 'I'd Pils %vllcl c
pest breeding is IPPII ellt to 11"ll"ll'7c tile
,rustilig of solids to Idcplll 01-110 "lore tliwi 6 -
u- than 30% Of sorr"Ce.
Ma,11t,
vegetative Colltrol along banks of
tative co�nrl
lagoons and otber itlapoollrillicrits to prevent
Iccuillul ation of deMilig vegetative
I
lot,& Nvllcrs edge illipoundunclit's perimeter
c Civil its (C-g- -
lividnilld'Alffec YON
A trou-11S) 10 millitilize tile
bunkers an Yllig %vastge-
I
ccuillulltion of dec,
11 Ilp spill,
(3 Clel go oil aI roothic basis 7
day illierval duting sutlillic,; 1 �-30 day interval
during Nvi'lle"I -------
2--�. ,
111ollso fee lesidUcs C1 Re c r,loisillve accumulation Nvithill mid
rillIcter of feed 5(orige
around im"Irdiatte pe 0111 Site
areas by illsorilig drainage away Ir
1lid/or Providing adequate cOlItail"lle"t (e-9-
COVered bill for bleNver's grain.and similar higii
Moisture gratin Products). break UP acciltritilited
C3 inspect for and remove or , go as
solids ill I-111cr strips around feed stor,
,,ceded.
AMIC - November 11, 199ti, Page i

. I soil I cc Co u w
Aniillud -H-ul-d-in—gA—icas -Acculliukitions ol m I i [";'I W�Islcs 0
ond fccd mlst;tgc
UNIPS to contl ol Inscds
Iqiwinitc io%v arcas 1hat Uop liloislule Mani,
fcliccs and oticl locatimis wheic wasic
;�ccunnilzitcs and disunbaiice by animals is
Minimal.
Maintain Fcncc iows wid Rcr s(rips mound
z1aillill holding al cis to mininlize
1ccolljolations of wastes (i-c., inspect - for and
Iclilove or break up immudawd solidsas
Dly Manoll; Accumulalium o'anililil xvistcs C) Remove spillige oil a routine basis (e.g., 7 - 10
Sysiclus day intci val din ing stonnici : 15-30 day itact vat
dUriog %Vil]ICF) NVIICIC IllaoUIC is loaded for land
application or disposal.
0 Provide [or adequate diainige around martme
stockpiles.
laspect ror and remove or break trp�kilamnulitcd
wastes in filter sirips around stockpiles and
manure handling areas is needed.
'R(cmiun 56- 1 Del .... .
Raleigh, NC, 27695-7613.
Soccific PI octices
11, 1996, Page 2

Version —November 26, 2018
Mortality Management Methods
Indicate which firtablocirs) will be implemented
When selactilig milltiple methods indicate a primary versus secondary option.
Methods other that) those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(1-3.5.1106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 1 5A NCAC
N [ I 13B 0200.
11 71 Rendering at a rendering plan' licensed under G.S. 106-168.7.
171 D Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ,
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.
I 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.
Signature of Farm Owner/Manager
Signature of Technical Specialist
.­ . I*,/- S - /I
Date
-'E - _,;,-v�, -/!7 -
Date

Ir I>
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a4,7. " S
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e�nc,7_,?-h �
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Ilk

Cqj&WATION SHEET
U.S. DEPARTMENT OF AGRICULTURE
XCS-ENG-522 REV. 3-69
SOIL CONSERVATION SERVICE
M: lm�337�98
STATE
AIC —�=lp—,.,
ROJECT
Vi
1,1A �e
7
By —1 _rAT&
CHEGMEO
JOB NO.
9 - /W� /� li
ISHEET OF
/4--a 0 /, -�? 5 �' /=��w �04
/ 13 4r.
R
A. r 3 2- 0
X/.
/,00 Y 0 0
bbly 'a"'p IV �z ;L 0 1) 0 a
7 r-x,
q, o o o py-- ,y *4 1, , - 2-1 3 3 & F* 3
-737 zy��
C) x
2 3
3 33 -F f- ;7- -57
FY- 3
54 e
r-7L3
elel
a ;Z) p ') c, )cl, 2 41� 91

Sheet 2
VIC WHEELER ANAEROBIC WASTE TREATMENT LAGOON AND HOLDING POND
Rockingham County, North Carolina
CONSTRUCTION AND DESIGN SPECIFICATIONS
1. Job Class III for Lagooni;Hazard Class A
2. Watershed Area = Pool Area = Approximately 64,000 Ft. 2
3. All runoff from the surroundi ' ng watershed area shall be diverted
around the impoundment. The diversion shall carry a 25-year
frequency storm runoff.
4. Maximum depth to top of dam = 12 feet
5. Volume at top of dam Lagoon = Approximately 7.5 Ac. Ft,
Holding Pond Approximately 2.5 Ac. Ft.
6. Estimated Volume of Earth Fill for:
a. Lagoon and Holding Pond Embankment 15,359 Cu. Yds.
*Allowance for Settlement (10%) 1,536 Cu. Yds.
I TOTAL 16,895 Cu. Yds.
*This may be reduced to 5% if the fill material is placed
according to the attached specifications and each layer is
passed over at least once with a rubber tire vehicle.
b. Area outside lagoon between Line A+50 and Line D = ?_,009 Cu. Yds.
7. Estimated Volume of Excavation for:
a. Lagoon and Holding P6bd 10,234 Cu. Yds.
b. Ridge area outsi ' de lagoon between
Line A and Line D 8,463 Cu. Yds.
TOTAL 18,697 Cu. Yds.
8. Note that no computations on excavation or earth fill north of Line D
and outside the lagoon -holding pond area have been included in the
estimates under notes 6 and 7 above. In order to provide the needed
earth fill, it is estimated that approximately 22,600 Cu. Yds. of
borrow will be needed.
9. The earth fill and excavation computations do not include volumes for
the cut-off core seal. It is anticipated that a minimum amount of
excavation will be required for the cut-off core, but final depth
determinations shall be made during construction.
10. The soils have a number of small rock exposed. Large rocks or solid
rock are not anticipated. However, if rock is uncovered in the
reservoir area during construction, it should be backfilled with a
minimum of one foot of the most plastic material available.

Sheet 3
U. S. Department of Agriculture NC-ENG-13b(JS)
Soil Conservation Service 4/76
SPECIFICATIONS FOR CONSTRUCTION OF PONDS AND RESERVOIRS
All trees and brush shall be removed from the impoundment area before any water is
Whenever practical, this clearing shou I d be delayed until after the dam is built to
hold erosion and downstream sedimentation to a minimum. Stumps may be removed or trees may be
sawed off as low as practical and stumps left standing. .
The foundation of the impoundment structure (dam) shall be cleared of all trees,
stumps, roots, brush, sod, and debris. All stumps and all roots exceeding one (1) inch in
diameter shall be removed to a minimum depth of one (1) foot. Satis factory disposition will be
made of all debris.
After clearing is completed the foundation area shall be loosened throughly and
roughly leveled, with suitable equipment, before placement of any embankment material.
Cutoff Trench: A Cutoff trench shall be excavated as shown on the plans. The cutoff trench
shaTTbe backfilled in thin layers, not to exceed 8 inches in depth. All standing water shall
be removed from the trench before backfilling is started.
��b km�nt Construction: The material placed in the embankment shall be free of sod, roots,
sta N i 0 The fill material shall be
ne ver b incFes in diameter, and other objectionable materials. thickness. Con -
placed and spread over the entire fill in layers not to exceed 8 inches in
struction of the fill shall be undertaken only at such times that the moisture content of the
fill material will permit a reasonable degree of compaction. The responsible SCS technician
shall be responsible for moisture determination.
Fill Materials: Borrow areas will be designated on the plans and assigned priority (1, 2, 3,
etcT.-TT—fill material shall be taken from these designated areas. SCS technicians will advise
the contractor regarding the maximum depth of cut in each borrow area. The contractor will not
exceed this depth. In the event this depth Is exceeded in the impoundment area, it shall be the
responsibility of the contractor, without additional cost to the landowner, to cover the exposed
area with a minimum of 2 feet of impervious material.
Riser & ConAu J�pi e: When it Is indicated on the plans that a riser and conduit pipe are re-
qu-7re_d_,_tFey —must be installed as a complete unit. The inlet of the riser should be protected
by an inverted bucket -type ' or an equal effecti . ve type, of trash rack. The conduit shall be
placed on a firm foundation. selected kfill material shall be placed around the riser and
conduit pipe in layers not exceeding 4 Whes and each successive layer throughly compacted.
Anti-Seee Collars: Anti -seep collars.will be of materials and dimensions, and located as shown
in the plans where specified. ,
�t,%121e� Spillway(s): Spillway(s) will be excavated in undisturbed earth to the dimensions,
gra S, s lopes, and location as shown in the plans and as staked upon the ground.
E2110�'on tro' Durin 'onstruction: Stripping of embankment and borrow areas shall be done
as fiey a4eonniRid T� ignDrmal sequence of construction. Use temporary mulch protection on all
disturbed areas that are subject to erosion and will not have substantial additional work per-
formed for 30 days or more. Temporary stream crossing structures will be used where fording of
streams will cause excessive sediment pollution. Protection against pollutants such as
chemicals, fuel, lubricants, sewage, etc. , will be provided during construction.
Vegetation: All exposed embankment, spillway, and borrow area shall beseeded to an adapted type
of vegetation as soon as possible after construction.
(continued on back)
-I-

DAVID WALKER ANIMAL WASTE MANAGEMENT SYSTEM
Rockingham County, North Carolina
OPERATION & MAINTENANCE
I . The waste treatment lagoon shall be pre -charged with a volume of water equal to one- half of
the treatment volume before wastes are introduced.
2. Waste effluent in the lagoon shall be maintained at an elevation of 103.0. The invert inlet of the
pipe to the holding pond shall be set at this elevation. The waste effluent in the holding pond
shall not reach an elevation higher than elevation 10 1. 0 during normal conditions. Highly
visible markers shall be installed and maintained to mark the maximum liquid level in the
holding pond.
3. For better odor control and waste treatment, the effluent in the lagoon should not be allowed to
drop to a surface elevation lower than 103. 0.
4. Regularly scheduled inspections and timely maintenance of the lagoon and holding pond are
required because their failure can result in catastrophic consequences. Inspections should focus
on and result in the repair of leaks, slope failures, excessive embankment settlement, eroded
banks, and burrowing animals. Vegetative cover needs to be routinely maintained by mowing,
and weeds and woody growth need to be eliminated.
5. All material transfer equipment should be routinely inspected and repaired as needed. Pumps
and motors should be serviced according to manufacturers recommendations. Pipelines should
be inspected to assure that proper cover is maintained, vents are not plugged, valves are
working properly, and inlet and outlet structures are in good condition.
6. All irrigation equipment shall be inspected and maintained according to manufacturers
recommendations. This system shall be operated according the operating procedures provided
by the vendor.
7. Waste materials should be sampled because nutrient content varies among operations and over
time. See attached information for details of sampling and list of labs that analyze waste.
8. After 5 years the waste treatment lagoon shall be checked for sludge accumulation annually. If
sludge has encroached into the treatment volume, the sludge will be removed and applied at
agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4
feet of depth free of sludge at all times.
9. In order to deter unintended use of the lagoon and holding pond, it is suggested that fences and
appropriate signs be provided around the completed structure.
Example: "Danger -Animal Waste - Unsuitable for Human Use"

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C91itUWATION SHEET
U.S. DEPARTMENT OF AGRICULTURE
XCS-ENG-522 REV. 3-69
SOIL CONSERVATION SERVICE
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Sheet 2
VIC WHEELER ANAEROBIC WASTE TREATMENT LAGOON AND HOLDING POND
Rockingham County, North Carolina
CONSTRUCTION AND DESIGN SPECIFICATIONS
1. Job Class III for Lagoon;Hazard Class A
2. Watershed Area = Pool Area = Approximately 64,000 Ft
3. All runoff from the surrounding watershed area shall be diverted
around the impoundment. The diversion shall carry a 25-year
frequency storm runoff.
4. Maximum depth to top of dam = 12 feet
5. Volume at top of dam Lagoon = Approximately 7.5 Ac. Ft.
Holding Pond Approximately 2.5 Ac. Ft.
6. Estimated Volume of Earth Fi' I I for:
a. Lagoon and Holding Pond Embankment 15,359 Cu. Yds.
*Allowance for Settlement (10%) 1,536 Cu. Yds.
I TOTAL 16,895 Cu. Yds.
*This may be reduced to 5% if the fill material is placed
according to the attached specifications and each layer is
passed over at leastonce with a rubber tire vehicle.
b. Area outside lagoon between Line A+50 and Line D
7. Estimated Volume of Excavation for:
a. Lagoon and Holding Pobd 10,234 Cu. Yds.
b. Ridge area outside lagoon between
Line A and Line D 8,463 Cu. Yds.
TOTAL 18,697 Cu. Yds._
8. Note that no computations on excavation or earth fill north of Line D
and outside the lagoon -holding pond area have been included in the
estimates under notes 6 and 7 above. In order to provide the needed
earth f i 11 , it is estimated that approximately 22 600 Cu. Yds. of
borrow will be needed.
9. The earth fill and excavation computations do not include volumes for
the cut-off core seal. It is anticipated that a minimum amount of
excavation will be required for the cut-off core, but final depth
determinations shall be made during construction.
10. The soils have a number of small rock exposed. Large rocks or solid
rock are not anticipated. However, if rock is uncovered in the
reservoir area during construction, it should be backfilled with a
minimum of one foot of the most plastic material available.

Sheet 3
U. S. Department of Agriculture NC-ENG-13b(JS)
Soil Conservation Service 4/76
SPECIFICATIONS FOR CONSTRUCTION OF PONDS AND RESERVOIRS
All trees and brush shall be removed from the impoundment area before any water is
Whenever practical, thisclearing should be delayed until after the dam is built to
hold erosion and downstream sedimentation to a minimum. Stumps may be removed or trees may be
sawed off as low as practical and stumps left standing. -
The foundation of the impoundment structure (dam) shall be cleared of all trees,
stumps, roots, brush, sod, and debris. All stumps and all roots exceeding one (1) inch in
diameter shall be removed to a minimum depth of one (1) foot. Satisfactory disposition will be
made of all debris.
After clearing is completed the foundation area shall be 166sened througnly and
roughly leveled, with suitable equipment, before placement of any embankment material.
Cutoff Trench: A cutoff trench shall be excavated as shown on the plans. The cutoff trench
shalT Ee-Ea_cWfilled in thin layers, not to exceed 8 inches In depth. All standing water shall
be removed from the trench before backfilling is started.
onEtruction: The material placed in the embankment shall be free of sod, roots,
EMbSM t � I fill material shall be
st6n�s o2vir' nunu� it, ulaincte, , and other objectionable materials. The
placed and spread over the entire fill in layers not to exceed 8 inches in thickness. Con-
struction of the fill shall be undertaken only at such times that the moisture content of the
fill material will permit a reasonable degree of compaction. The responsible SCS technician
shall be responsible for moisture determination.
Fill Materials: Borrow areas will be designated on the plans and assigned priority (1, 2, 3,
SCS echnicians will advise
etc.T. 77 —fill material shall be taken from these designated areas. t
the contractor regarding the maximum depth of cut in each borrow area. The contractor will not
exceed this depth. In the event this depth is exceeded in the impoundment area, it shall be the
responsibility of the contractor, without additional cost to the landowner, to cover the exposed
area with a minimum of 2 feet of impervious material.
Riser & Conch! �Pi e: When it is indicated on the plans that a riser and conduit pipe are re-
tyll, t Ti­red—,—tT�,, —must be installed as a complete unit. The inlet of the riser should be protected
by an inverted bucket -type, or an equal effective type, of trash rack. The conduit shall be
placed on a firm foundation. Selected kfill material shall be placed around the riser and
conduit pipe in layers not exceeding 4 Whes and each successive layer throughly compacted.
Anti -See rs: Anti -seep collars will be of materials and dimensions, and located as shown
iPte Colla
'-V I 'a
p ans w ere specified.
0
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ve etated S fllwayLs): Spillway(s) will be excavated in undisturbed earih to the dimensions,
__q the ground.
Grag
es
gra es, s opes, and location as shown in the plans and as staked upon
SANE
Co9tro' Duri g2nstruction: Stripping of embankment and borrow areas shall be done
Ep"utio9 om e
as �hi� ari n�Rid 3� angn a, 5eLlueji� of construction. Use temporary mulch protection on all
disturbed areas that are subject to erosion and will not have s u bstantial additional work per-
formed for 30 days or more. Temporary stream crossing structures will be used where fording of
streams will cause excessive sediment pollution. Protection against pollutants such as
chemicals, fuel, lubricants, sewage, etc., will be provided during construction.
Vegetation: All exposed embankment, spillway, and borrow area shall beseeded to an adapted type
of vegetation as soon as oossible after construction.
(continued on back)
-I-

DAVID WALKER ANIMAL WASTE MANAGEMENT SYSTEM
Rockingham County, North Carolina
OPERATION & MAINTENANCE
1. The waste treatment lagoon shall be pre -charged with a volume of water equatto one-half of
the treatment volurne before wastes are introduced.
2. Waste effluent in the lagoon shall be maintained at an elevation of 103.0. The invert inlet of the
pipe to the holding pond shall be set at this elevation. The waste effluent in the holding pond
shaft not reach an elevation higher than elevation 101.0 during normal conditions. Highly
visible markers shall be installed and maintained to mark the maximum liquid level in the
holding pond.
3. For better odor control and waste treatment, the effluent in the lagoon should not be allowed to
drop to a surface elevation lower than 103.0.
4. Regularly scheduled inspections and timely maintenance of the lagoon and holding pond are
required because their failure can result in catastrophic consequences, hispections should focus
on and result in the repair of leaks, slope failures, excessive embankment settlement, eroded
banks, and burrowing animals. Vegetative cover needs to be routinely maintained by mowing,
and weeds and woody growth need to be eliminated.
5. All material transfer equipment should be routinely inspected and repaired as needed. Pumps
and motors should be serviced according to manufacturers recommendations. Pipelines should
be inspected to assure that proper cover is maintained, vents are not plugged, valves are
working properly, and inlet and outlet structures are in good condition.
6. All irrigation equipment shall be inspected and maintained according to manufacturers
recommendations. This system shall be operated according the operating procedures provided
by the vendor,
7. Waste materials should be sampled because nutrient content varies among operations and over
time. See attached information for details of sampling and list of labs that analyze waste.
8. After 5 years the waste treatment lagoon shall be checked for sludge accumulation annually. If
sludge has encroached into the treatment volume, the sludge will be removed and applied at
agronomic rates based on analysis of the sludge. Treatment volume must have a minimum of 4
feet of depth free of sludge at all times.
9. In order to deter unintended use of the lagoon and holding pond, it is suggested that fences and
appropriate signs be provided around the completed structure,
Example: "Danger -Animal Waste - Unsuitable for Human Use"