820047_CORRESPONDENCE_20171231

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 82-47 County. Sampson
Facility Name: Thomton Swine Farm
carmed operator Nam« John R. Thornton Operator Number. 16750
1. Current liquid level(s) in Inches as measured from the current liquid level In the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spiilway(Y or N):
L ev+el(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
BT1 BT2
N N
12 12
2. Check all applicable items
Liquid level is within the designed sfirctural freeboard elevations of one or more structures.
Rve and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is ndleeted in section III tables. Included within this plan Is a list
of the proposed sites with relathd f =lity numbers, number of acres and riving crop
Information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated -
'Attach a complete schedule with corresponding animal units and dates fro depopulation
T animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9/24/18 Weather permitting.
I hereby certify that 1 have reviewed the Information listed above and Included within the
attached Plan of Action, and to the best of my knowledge and ability, the information Is
accurate and correct
John R. Thornton Phone: [phone]
Facility Owner/Manager (print)
Date. 10/25/2018
Facitity Owner/Manager (signature)

30 DAY DRAW DOWN PERIOD
I. TOTAL PAW TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namellderrtifier (ID): BT1
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker 120 Inches
b. designed 25 yrJ24 hr. storm & structural freeboard 15.0 inches
c. line b - line a (inches In red zone) = 7.0 inches
top of dke surface area according to design
d. (area at below structural freeboard elevation) 5a77s fe
e, [iine c/12 x line d x 7.48 galloraO? 239006 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 56285.2 fte
h. current herd # 7880 certified herd # 71380
actual waste produced = e� nt hani # x line g = 56M fie
certified herd #
i. volume of wash water according to structural design fte
j. excess rainfall over evaporation acco" to design 33716.7 fie
k. (fines h + I + j) x 7.48 x 30 days/line f= 112177 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/3=16 0.91 llbs/1000 gal.
m. ((lines e + ky1000) x line 1 = 320 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE -
(Click on the next Structure tab shown below)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PO WD
L TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name identifier (lD): R
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0
b. designed 25 yrJ24 hr. storm & structural freeboard 19.0
c. line b - fine a (inches in red zone) = 7.0
d. fop of dike surface area according to design
(area at below structural freeboard elevation) 6�734.8
e. line d12 x line d x 7.48 gallonsfie 304276
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1$0
g. volume of waste produced according to structural design 94,947
h. current Herd # 5880 certified herd #®
actual waste produced = current herd # x line g = 94947
certified herd #
i. volume of wash water according to structural design 01
j. excess rainfall over evaporation according to design 43137-5
k. pines h + i + J) x 7.48 x 30 daysAine f= 172145
4. Total PAN to be land applied during draw down period
1. current waste analysis dated gmM5181 0.95
m. ((lines e + ku1000) x line I = 452.6
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Sbucture tab shown bellow)
PoA (30 Day) 2/21/00

1L TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: BT1
line m =
319.6 lb PAN
2. Structure ID: BT2
one m =
452.6 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
The m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. linesl +2+3+4+6+6= 772.2 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
V. folal PAN a►rarlaDle for all T18108 (am of Column t)
IV. FACILITY'S POA OVERALL PAN BALANCE
w. Total PAN to be land applies! (line n from section ll)
x. Crop's remaining PAN balance (line Y from section 110
y. Overall PAN balance (w - x) =
994.0 ID. PAN
772.2 lb. PAN
Ib. PAN
3 lb. PAN

Line y must show as a deficit. If fine y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, n3calailate new PAN
erased on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. if animal waste is to be hauled to
another permitted facility, provide information regarding the herd popuMon and lagoon freeboard levels at the
receiving facility.
Called in to DWR on 9/1711 B.

A 7-r;,A
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Division of Water Quality
Coleen H, Sullins Dee Freeman
Director Secretary
AQUIFER PROTECTION SECTION
June 28, 2010
Bob Thornton
Thornton Swine Farm Bldgs. 1-8 & New Farm
731 W. Darden Rd.
Clinton, NC 28328
Subject: NOTICE OF DEFICIENCY
Thornton Swine Farm Bldgs. 1-8 & New Farm, Facility 982-47
AWS820047
Sampson County
NOD-2010-PC-0689/ Incident No.20100318
Dear Mr. Thornton:
On January 26, 2010, staff of the NC Division of Water Quality (DWQ), Aquifer Protection Section (APS) were notified
by Randy Barefoot of high freeboard levels the lagoons. We wish to thank Mr. Barefoot for notifying DWQ of this
incident.
As a result of this incident. you are hereby notified that, having been permitted to have a non -discharge permit for the
subject animal waste disposal system pursuant to 15A NCAC 2T Section .1300, you have been found to be in violation of
your Certified Animal Waste Management Plan and the Swine Waste System General Permit No. AWG 100000 that you
are covered to operate under, as follows:
Deficiency 1:
Failure to maintain waste levels in your lagoon/storage ponds in accordance with the facility's Certified Animal Waste
Management Plan in accordance with Condition V. 2. of the Swine Waste System General Permit No. AWG 100000.
AQUIFER PROTECTION SECTION
225 Green St., Ste. 714
Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.h20.enr.state.nc.us
An Equal Opportunity', A{iirmabve Acton Employer
NorthCarohna
Natural&

Cont. Page Two
June 28, 2010
Thornton Swine Fann Bldgs. 1-8 & New Farm
On January 26, 2010 a lagoon/storage pond level was documented at 17 inches in the Nursery lagoon and 18 inches in the
Finisher lagoon. A level of 19 inches is the maximum level allowed by your permit and Certified Animal Waste
Management Plan.
Required Corrective Action for Deficiency 1:
DWQ has received a copy of your 30 Day Plan of Action (POA) for the high freeboard occurrence. Take all necessary
additional steps to insure lagoon levels remain in compliance with Section 2 of your permit.
You are required to take any necessary action to correct the above deficiency and to provide a written response to
this Notice within 30 days of receipt of this letter. Please include in your response all corrective actions already taken
and a schedule for completion of any corrective actions not addressed.
If you have any questions concerning this Notice, please contact Ricky Revels or me at (910)-433-3300.
Sincerely,
661� " A
U,
Robert Marble
Environmental Specialist
Fayetteville Regional Office
cc: Keith Larick - CAFO Unit
Sampson County Soil and Water Conservation District
NCDSWC-FRO
FRO Compliance Animal Files
Prestage Farms, INC.

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Postage
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Certified Fee
Postmark
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Return Receipt Fee
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(Endorsement Required)
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(Endorsement Required)
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Total Postage ti, Fees
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Item 4 If Restricted Delivery is desired.
A Print your name and address on the reverse
so thatAWe can return the'card to you.
■ Attach this card to the back of the maiipiece,
or on the front if space permits.
1. Article Addressed to:
PRESTAGE FARMS, INC.
PO BOX 438
CLINTON, NC 28329
❑ Agent
{�c `-7 i Vc -v t l✓' ❑ Addressee
B. Received by (Prfnted Nama)f- j C. Date of W[vM
`fit} 'C � /Y1 — I 1{
D. Is delivery address different from item 17 ❑ Yes
If YES, enter delivery address below: Cl No
3. Service Type
❑ Certified Mall ❑ Express Mail
❑ Registered ❑ Retum Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
L4. Restricted Dellvery? (Extra Fee)
_ 7D01 2510 0000 6682 8772
I PS Form 3811,bruary 0 ppme tic Return Receipt
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1 WZ95-02-M-1540

Prestage Farms, Inc.: `E v-
0 _
�i
Duly 29, 2010
Mr. Robert Marble
Environmental Specialist
NCDENR-DWQ
Fayetteville Regional Office
Re: Notice of Deficiency for Facilities P-11 #82-511; Dan C. Bowden Farm #82-185; Thornton Swine Farm
Bldgs. 1-8 & New Farm #82-47; P-62 #43-32; P-60 #43-20; Px-10 #9-139; P-15 #9-140; Herbert G.
Bowden Farm #82-186
Dear Mr. Marble:
This letter is to inform the NCDENR-DWQ Aquifer Protection Section that all lagoon levels at the above
facilities were lowered to the required freeboard level within 30 days of POA submittal date. Lagoons
were lowered using Best Management Practices and applying effluent at agronomic rates.
Please contact me should you need additional information.
Sincerely, Ax
Ran y Barefoot
Director, Land and Nutrient Management
HIGHWAY 421 SOUTH • P. O. BOX 438 • CLINTON, N. C. 28329-0438 • PHONE [phone]

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Thornton Swine Farm
John Robert Thornton
731 West Darden Rd. -
Clinton, NC 28328
910-564-6945
06-1 7-2003
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910-594-0219 )
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.
LL-4 kl,
Signature (owner)
Signature (manager or producer)
Date
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:f 7 L
Technical Specialist Signature Date
501107 Database Version 1,06 Date Printe-17-2003 Cover Page 1
�ECEIVED / DENR / DWQ
Aquifer Prafertionpjpn
MAR I ; 2009

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 5,339,520 gals/year
by a 5,760 animal Swine Finishing Lagoon Liquid operation. This
production facili has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12305
Incorporated
21133
Injected
23273
Irrigated
13375
Actual PAN Applied
Year 1 14156
S5
Swine Nursery Lagoon Liquid waste generated 1,466 880 gals/year by a
7,680 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3381
Incorporated
5806
Injected
6394
Irrigated
3675
Actual PAN Applied
Year 1
3655
Notes:
In source ID, S means standard source, U means user defined source.
------------------------------------------------------------ ------ -----------
501107 Database Version 1.06 Date Printed: 06-17-2003 Source Page 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced, The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more o
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the
facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the
planning period.
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
utilized. Waste should be analyzed before 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 l
Tract
I Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Rcq'd
flbs/Al
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lbs/A
1000
al/A
tons
1000 gals
tons
4909
1
S7
Woodin ton
12.7
10.4
Ismail Grain Overseed
1.0
Tons
10/1-3131
50
0
0
Irri .
50
20.0
0.0
209.6
0.0
4909
1
S7
Woodin tan
12.7
10.4
Permudagrass Hay
4.5
Tons
3/1-9/30
195
0
0
Itri .
195
77.8
0.0
813.5
0.0
4909
IA
S5
Woodin ton
8.5"ennudagrass
Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
11
4.4
0.0
30.7
0.0
4909
IA
S5
Woodin ton
8.5
Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri ,
39
15.6
0.0
108.7
0.0
4909
IA
55
Woodin ton
$.5da
rass Ha
4.5
Tons
3/1-9130
195
0
0
Irri
44
17.6
0.0
122.6
0.0
4909
IA
S7
Woodin ton
8.5uda
s Ha
4.5
Tons
3/1-9/30
195
0
0
Irri .
151
60.3
0.0
420.8
0.0
4909
2
S5
Foreston
32.1
Grain Overseed
LO
Tons
10/1-3131
50
0
0
Irri .
11
4.4
0.0
116.0
0.0
4909
2
S7
Foreston
32.1
Grain Overseed
LO
Tons
10/1-3/31
50
0
0
Irri .
39
15.6
0.0
411.3
0.0
4909
2
S5
Foreston
32.1uda
rass Ha
*6.0
Tons
3/1-9130
* 300
0
0
Irri .
66
26.3
0.0
696.1
0.0
------------------------------------------------------------------------------------------------------------------- g-- --------
501107 Database Version 1.06 Date Printed: 06-17-2003 WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
N
Comm.
Fert.
Nutrient
Applied
N
Res.
(lbs/A)
I N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
lbs/A
1000
al/A
tons
1000 gals
tons
4909
2
S7
Foreston
32.E
26.4
ermuda rassHa
*6.0
Tons
3/1-9/30
" 300
0
0
Irri .
234
93.4
0.0
2,468.0
0.0
6589
1
S5
Wa m
16.0
13.2
mall Grain Overseed
1.0
Tons
10/1-3131
50
0
0
Irfi .
11
4.4
0.0
58.0
0.0
6589
l
S7
Wa ram
16.0
13.2
mall Grain Overseed
1.0
Tons
10/1-3131
50
0
0
Irri
39
15.6
0.0
205.7
0.0
6589
t
SS
Wa ram
16.0
13.2
etmuda rass Ha
*5.5
Tons
311-9/30
* 275
0
0
Irri .
62
24.8
0.0
327.0
0.0
6589
1
S7
Wa ram
16.0
13.2
ermuda rass Ha
*5.5
Tons
3/l-9/30
' 275
0
0
[rri .
213
85.0
0.0
1.1231
0.0
Lagoon Liquids
Total Applied, 1000 gallons
7,110
Total Produced, 1004 gallons
6,806
Balance E000 allons
-304
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balance tons
I
1 t)
Notes: 1. In the tract column, symbol -means leased, otherwise, owned. 2. Symbol * means user entered data.
---------------------------------------------------------------------------------------------------------------_-_---g---------
501107 Database Version 1.06 Date Printed: 06-17-2003 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
inches/hour
Application Amount
inches
4909
1
Woodin ton
0.401
0.96
4909
IA
Woodin ton
0.40
0.96
4909
2
Foreston
0.50
0.96
6589
1
Wagrarn
1 0.601
0.72
-----------------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 IAF Page 1

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 gaVac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120bu
150
13-161
19.55
39-101 58.64
Hay 6 ton 1LY.E.
3001
26.321
9.771
19.551 29.32
Soybean 40 bu
160
14.041
18.331
36.651
54.98
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
1501
13.16
72.211
144.421
216.63
Hay 6 ton R.Y.E.
3001
26.321
36.101
72.211
108.31
Soybean 40 bu
160
14.041
67.701
135.39
203.09
----------------------------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Ca aci (Da s)
1
1
91
1
2
74
1
3
87
1
4
106
1
5
124
1
6
143
1
7
161
1
8
179
1
9
180
1
10
160
1
11
141
1
12
116
* Available Storage Capacity is calculated as of the end of each month.
------107-------- D-ata----base-----Version----1.06 ----------D- ate----r Pin--ted: --O-----b-17-2003-----------C-ap-aci -� Pa e -$ -1 - - - --
501

Available Waste Storage Capacity
Source Na7m:e
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
1 9/30
180
Plan Year
Month
Available Storage Capacity (Days) •
1
1
104
1
2
92
1
3
105
1
4
118
1
5
130
1
6
143
1
7
155
1
8
167
1
9
180
1
10
165
1
li
151
1
12
128
• Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------- -- ----------------------.-------
501107 Database Version 1.06 Date Printed: 06-17-2003 Capacity Page 2

f il/21/2009 WED 16:42 FAX [phone] WRLNMI
Root/OO5
A Us 6 z 0 O't -7
'POA-
Murph*MON&
y 11ILLC
Murphy Brown j.Lc
PO Box 856
2822 Hwy 24 West
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
To: blq"/- Fro M:.
Fax: Pages:
Phone. Date:
Re: CC:
ElUrgent 1:1 For Review 0 Please Comment D Please Reply E3 Please Recycle
1311v -5 /6 1
2 C71 0 ()()07,0

91/21/2009 WED 16:43 FAX [phone] WRLNM1
Z 002/005
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: County: Sampson
Facility Name: 2028 (Formerly 2528)
Certified Operator Name: Clifton Tyndall Operator Number: AWA 989946
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1
Lagoon Name/lD: 2028
Spillway(Y or N): N
Level(inches): 18.5
2. Check all applicable items
Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic baiances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not oovered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
'"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Ear€lest possible date to begin land application of waste: 1/22/2009
1 hereby certify that I have reviewed the information listed above and included within the
attached Plan of ,Action, and to the best of nay knowledge and ability, the information is
accurate and correct.
Murphy Brown, Ll_C Phone:
F ility OwnerlManager (print)
a
0
Date:
Facility Owner/Manager (signature)
910-293-9354
1 /21 /2009

01/2L/2009 WED 16:44 FAX [phone] WRLNhl
[M003/005
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 12028 ^
2. Current liquid volume in 25 yr./24 hr_ storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard —19--01 inches
c. line b - line a (inches in red zone) = 0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 118206 ftz
e. line c/12 x line d x 7.48 gallonslft3 36841 gallons
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design 90 days
g. volume of waste produced according to structural design 120195.5 ft"
h. current herd # 7116 certified herd + 7116
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 12116/20081
m. ((tines e + k)/1000) x line i =
REPENT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structrre tab shown below)
PoA (30 Day) 2121100
120196 ft'
—�ft3
71750 ft,
478584 gallons
i .60 lbs/1000 gal.
824.7 lbs. PAN

01 /21 /2009 WED 16: 44 FAX [phone] RRLNMJ lih 004/005
I1. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 2028
line m = 824.7 lb PAN
2. Structure ID:
line rn =
lb PAN
3_ Structure ID:
line m =
lb PAN
4. Structure ID:
line rn =
lb PAN
5. Structure ID:
line rn =
lb PAN
6. Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 824.7lbPAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (rbs_)
column r x s
u. application window'
9529
2Ai
Small Grain
1.61
100.00
161.0
Sept -April
9529
3A
Small Grain
2.54
50.00
127.0
Sept -April
9529
313
Small Grain
2.19
50.00
109.5
Sept -April
9529
13A
Small Grain
1.50
100.00
150.0
Sept -April
9529i
sub2
Small Grain
0.92
100.00
92.0
Sept -April
9529
sub3
Small Grain
6.28
50.00
314.0
Sept -April
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sutra of column t) = 953.5 lb. PAN
1V. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 824.7 lb. PAN
PoA (30 Day) 2121/00

101/21/2009 WED 16:45 FAX [phone] WRLN'M1
[AO05/005
x. Crop's remaining PAN balance (line v from section Ili)
y. Overall PAN balance (w - x) =
953.5 lb. PAN
129 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121/00

O�0 W A rFR pG Michael F. Easley, Governor
� William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Bob Thornton �'
Thorton Swine Farm Bldgs. 1-8 & new farm �+ R
t ' V
731 W Darden Rd
Clinton, NC 28328
Subject: Certificate of Coverage No. AWS820047
Thorton Swine Farm Bldgs. 1-8 & new farm
Animal Waste Management System
Sampson County
Dear Bob Thornton:
In accordance with your application received on 18-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Bob Thornton, authorizing the operation of the subject animal
waste"management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Thorton Swine Farm Bldgs. 1-8 & new farm, located in Sampson County, with an
animal capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5760 Boar/Stud: 0
Wean to Feeder: 7680 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition M.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please 1?�
careful attention to the record kegping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateroualitV.orrR Location: 2728 Capital Boulevard
An Equal GpportunftylAffirmative Action Employer- 50% Recycled110% Post Consumer Paper
N Carolina
�turidy
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current MRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or Iimitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG 100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820047

Michael F. Easley, Governor
wAr�9Q�
December 1, 2006
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
CERTIFIED MAIL RECEIVED
RETURN RECEIPT REQUESTED
Bob Thornton DEC 06
Thorton Swine Farm Bldgs. 1-8 & new farm
731 W Darden Rd gBiR-FAIR'
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at http:/Ih2o.enr.state.nc.uslaps/afou/downloads.htm or by writing or calling:
NCDENR - DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
In order to assure your continued coverage under one of these two types of general Permits, you must submit an application for 1permit
coverage to the Division. Enclosed You will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note. you must include
two 2) copies of your most recent Waste Utilization Plan with the 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 draft general permits, the enclosed application, or any related matter please feet free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
h!
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820047
Prestage Farms Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: www_ncwateruualitv.om Location: 2728 Capital Boulevard
An Equal t]pportunitylAff rmative Action Employer— 50% Recyded110% Post Consumer Paper
Raleigh. NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
lvo Carolina
atA(rall
(919) 71"588
[phone]
[phone]

4C,A z oa c V 7 .t- g z- 0 0/-/ 7
�OfiW-5
RKTI FY)
Nutrient Management Plan For Animal Waste U Iilizatidn
06-17-2003 DEC 29 20
This plan has been prepared for:
Thornton Swine Farm
John Robert Thornton
731 West Darden Rd.
Clinton, NC 28328
910-564-6945
This plan has been de,�h':fRowu.o�c�
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910-594-0219
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.
, I " k "-I/. r, I � v-,,/, - / e-0-3
' Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: (Z17
Technical Specialist Signature Date
------------------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Cover Page l

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 5,339,520 gals/year
by a 5,760 animal Swine FinishiM Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12305
Incorporated
21133
Injected
23273
Irrigated
13375
Actual PAN Applied
Year 1
14156
S5
Swine Nursery La oon Liquid waste 6enerated 1,466,880 gals/year by a
7,680 animal Swine Nursery Lagoon Liquid o eration. This roduction
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3381
Incorporated
5806
Injected
6394
Irrigated
3675
Actual PAN Applied
Year 1
3655
Notes:
In source ID, S means standard source, U means user defined source.
------- ---------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Source Page I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An'estimate of the quantity of solid and liquid waste that will be applied on each field
in order to supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the
manure generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more o
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the
facility, the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the
planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over ar under applied if animal waste is being
utilized. Waste should be analyzed before 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 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cro
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Rcq'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid 1
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid,
Manure
Applied
(Field)
N
N
Ibs/A
1000
gallA
tons
1000 gals
Ions
4909
1
S7
Woodin ton
12.7
10.4
5mall Gmin Oversced
1.0
Tons
10l1-3/31
50
0
0
Irri .
50
20.0
0.0
208.6
0.0
4909
1
S7
Woodin ton
12.7
10.4
3crinudagrass Hay
4.5
Tons
3/1.9/30
195
0
0
lrri .
195
77.8
0.0
813.5
0.0
4909
1 A
S5
Woodin ton
8.5
7.0
imall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
lrri .
11
4.4
0.0
30.7
0.0
4909
1A
S5
Woodin ton
8.5
7.0
mall Grain Overseed
1.0
Tons
50
0
0
Irri.
39
15.6
0.0
108.7
0.0
4909
lA
S5
Woodin ton
8.5
7.4
ermuda rassHe
4.5
Tons
195
0
0
Irri .
44
17.6
0.0
122.6
0,0
4909
IA
S7
Woodin ton
8.5
7.0
ermuda rass Ha
4,5
Tons
195
0
0
Irri
151
60.3
0.0
420.8
0.0
4909
2
S5
Foreston
32.1
26.4
moll Grain Overseed
1.0
Tons
ff
50
0
0
11
4A
0.0
116.0
0.0
4909
2
S7
Foreston
32.1
26.4
mnll Grain Overseed
1,0
Tons
50
0
D
t1rri,
39
15.6
0,0
411.3
0.0
4909
2
S5
Foreston
32.1
26.4
ermuda rass Ha
•6,0
Tons
300
0
0
66
26.3
0.0
696.1
1 0.0
------------------------------------------------------------------------_-_-- -------------------g---------
501107 Database Version 1.06 Date Printed: 06-17-2003 WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
1 I.D.
I Soil Series
Total
Acre
Use.
I Acres
I Crov
RYE
RYE
I Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs1A)
I N
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
I N
N
I Ibs/A
1000
al1A
tons
1 1000 gals
tons
4909
2
S7
Forestorr
32.1
26.4
lermudagmss Ha
"6.0
Tons
311-9130
' 300
0
0
Irri ,
234
93.4
0.0
2,468.0
0.0
6589
1
S5
Wa ram
16.0
13.2
imall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irti ,
11
4A
0.0
58.0
0.0
6589
1
S7
Wa ram
16.0
13.2
3mall Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
39
15.6
0.0
200
0.0
6589
1
55
Wa ram
16.0
13.2
3crmudagmss Ha
*5.5
Tons
311-9130
' 275
0
0
Irri .
62
24.8
0.0
327.0
0.0
6589
1
S7
Wa ram
16.0
13.2
3ermudagrass Ha
*5.5
Tuns
3/1-9130
" 275
0
0
irri .
2131
85.0
0.0
1,123.2
0.0
Lagoon Liquids
Total Applied, 1000 gallons
7,110
Total Produced, 1000 gallons
6,806
Balance 1000 gallons
-304
Manure Solids
Total Apelied, tons
0
Total Produced, tons
0
Balance tons
1
0
Notes: 1. In the tract column, symbol - means leased, otherwise, owned. 2, Symbol' means user entered data.
---------------------------------------------------------------------------------------------------------- g---------
501107 Database Version 1.06 Date Printed: 06-17-2003 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the fallowing table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
irrigation Application Factors
'tract
Field
Soil Series
Application Rate
inches/hour)
Application Amount
(inches)
4909
1
Woodington
0.40
0.96
4909
to
Woodington
0.40
0.96
4909
2
Foreston
0.50
0.96
6589
11
1 Wagram
1 0.60
0.72
-------- ----------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 LAY Page 1

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 hate
1000 al/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
1 15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
1501
13.161 19.551 39.101 58.64
Hay 6 ton R.Y.E.
3001
26.32 9-771 19.551 29.32
Soybean 40 bu
160
l4.04 1 18.33 36,651 54.98
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
1501 0.161
72.211
144,421 2M63
Hay 6 ton R.Y.E.
3001 26.321
36.10
72.21 108.31
Soybean 40 bu
160 14.04
67.70
135 .391 203.09
------------------------------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Ca aci (Days)
1
1
91
1
2
74
1
3
87
1
4
106
1
5
124
1
6
143
1
7
161
1
8
179
1
9
180
1
10
160
1
11
141
1
12
116
* Available Storage Capacity is calculated as of the end of each month.
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501107 Database Version 1.06 Date Printed: 06-17-2003 Capacity Page 1

Available Waste Storage Capacity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
104
1
2
92
1
3
105
1
4
118
1
5
130
1
6
143
1
7
155
1
8
167
1
9
180
1
10
165
1
11
151
1
12
128
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------p--- - ------
501107 Database Version 1.06 Date Printed: 06-17-2003 Capacity Page 2

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).
----------Print06---P---------g __ --
501107 Database Version 1.06 Date ed: -17-2003 5 ecification Pa e 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall 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 flelds have been
approved as a land application site by a "technical specialist". Animal
------------------------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 2

waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used
on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
501107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 3

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 a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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501107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 4

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number G &-k 0 -7 County Sc,,,,,,0c n Year 200 Li
Facility Name (as shown on Certificate of Coverage or Permit) O/0%vol, SW, A e F,
Operator in Charge for this Facility 130b - k01 r (7✓1 _ Certification # 147 TO
Land application of animal waste as allowed by the above permit occurred during the past calendar year
✓ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields fl/or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 14 Total Useable Acres approved in the CAWNW
JT0
2. Total number of Fields Vor Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied 51, O
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
-V7 5
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year Q tons Elor gallons El(please check the appropriate box)
b. Annual average number of animals by type at this facility during the previous year:
q (t o Fctit., to F%,nu�% 7302 to RJ*/'
7_ Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest _ 455 9 .6 F jQ05(, U/e,,,.--
Smallest. - ?ti U Fa_,e.c.. S. - h2 We,-n 4n�Stc,Qcf
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
S. Facility's Integrator if applicable: re w� S
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to
the past calendar year.
sites during Yes ❑ No
RECEIVED
FEB .012a
AFACF 3-14-03
ON-FAYEi7EylU REGOW10ffiCE

2. The facility was operated in such a way that there was no direct runoff of waste from
KYes
❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
KYes -
El No
calendar year.
4- There was no freeboard violation in any lagoons or storage ponds at this facility during
�/
eyes
❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
Yes
❑ No
levels specified in this facility's CAW`W during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
[ Yes
❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon CJYes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. EKYes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the ld z es ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? 2 Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's pIryes ❑ No
permit during the past calendar year. '
12. All operations and maintenance requirements in the permit were complied with during KYes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWW were maintained during the past calendar year on all f/Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were a Yes ❑ No
maintained during each application of animal waste during the past calendar year.
" 1 certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
BU -r �O r r1A U ✓1
Permittee Name and Title (type or
Signature of Operator in Charge
(if different from Permittee)
AFACF 3-14-03 2
Date ._
Date

4 �
Lagoon Sludge Survey Form
A. Farm Permit or DWO Identification Number
B. Lagoon Identification _A
C. Person(s) taking Measurements S
D. Date of Measurements ,� O
E. Methods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
S2r- J
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
E
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): J,r7 (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Fs6mate number of sampling points:
a. Less than 1.33 acres: Use B points
b. If more than 1.33 acres, _ 1 .-7 acres x B with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection paints that match
most closely with the estimated number of sampling paints needed. Number the grid intersection points On
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheet'.
L At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: a?•6
(Determine Imm. Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: Item) - Item f, assuming present liquid level is below Max. Liq. Level: a i
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): r0
M. Record from the sludge survey data sheet the distance from the present liquid surface level f
to the top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer: 3, S
d. CalaAale the thickness of the existing Liquid Treatment Zone (Item M - Item K): �
(Note: If item D is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See, your specific permit or contact DWD for more information.)'
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: ���T p 5 * I?p_T Date:
Print Name Signature

Sludge Survey Data Sheet .
Lagoon Identification: Ors S-0
Completed By: Z MA tR S,S _
Print Name
Date: 3-5— O y
Grid
PointDistance•
/
liquid
1 • i // Re
1 M'fromliquidsurface
/lagoonbottom /
r
Thickness/sludge
• All Grid Points and corresponding sludge layer thickness must ! e shown on a sketch
attached to this Sluci�}e Survey Data Sheet.
Conversion Table From Inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0:2
8
0.7
.3
0.2
9
0.7
4
0.3
10
0.8
5
0.4
11
0.9
6
0.5
12
1.0

Lagoon Sludge Survey Form
A. Farm Pemt)t or DWQ Identification Number
13. lagoon identification RW, ' &orn,±o_i1_l 1
C. Person(s) taking Measurements To M t?S j—
-
D.DateofMeasurements 2-1-01-t
E. Methods/Devices Used for Measuement of.
a. Distance from the lagoon liquid surface to the top of the sludge layer:
--x'� f -----
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
Wi Mt
c. Thickness of the sludge layer if making a direct measurement with "core sampler'
F. Lagoon Surface Area (using dimensions at the inside top of bank): U - - (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. It more than 1.33 acres, 1.2 acres x 6 = 1Z) _ ,with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H- Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): f + 0
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: a� -
(Detemtine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): _ j
M. Record from the sludge survey data sheet the distance from the present liquid surface level
r�
4 `
to the top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
3.�t
Q. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item O is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ: 5ee.your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheel if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: 1MfA 4, RO.Z Date: O
Print Name Signature

Sludge Survey Data Sheet
Lagoon Identification: OU % o (3-1-1)
Completed By rdeA if R0 AS
Print Name
Date. ?-S- o Y
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
distance from liggid surface
to lagoon bottom (soil)
(D)
Thickness of sludge
la 'rer
Ft & inches
Feet tenths
Ft. &inches
Feet tenths
Ft. & inches
Fee_ t (tenths)
1
O
10.0
,a
2
, g1
Qo.
z.
3
S
4� 4
4
4.4
16-0
5to.
a-
6
1 a
M. h
S
7
0.
3.
8
3
911
9
,S
10
Ix
11
6S
Ick
R, 4
12
,3
0.
o
13
14
16
16
17
18
19
20
21
22
23
24
Average
6, -7
ro . a
3. q
" All Grid Points and corresponding sludge lager thickness must be shown on a sketch
attached to this--Slud a Surve. Data Sheet.
Conversion Table From inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0.2
8
0.7
3
0.2
9
0.7
4
0.3
10
0.8
5
1 0.4
11
0.9
6
0.5
12
1.0
'!)
a

Lagoon Sludge Survey Form
A. Faun Permit or DWQ Identification Number $a - y
B. Lagoon Identification Bak k :16r ini- y n (131" 10 _
C. Person(s) taking Measurements rA
D. Date of Measurements -Z -JOY
E. Methods/Devices Used for Measuement of
a. Distance from the lagoon liquid surface to the top of the sludge layer
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
b1 A
F. Lagoon Surface Area (using dimensions at the inside top of rank): 1, y (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 1.4 � acres x 6 = 3_, with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid Intersection points on
the lagoon. grid tD correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. Al the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present liquid Level (measure at the lagoon gage pole): r.
J. Determine distance from Maximum Liquid limit to Minimum Uquid Level: 1+�
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level tD Minimum Liquid p
Level: fteW - Item I, assuming present liquid level is below Max. Liq. Level: .
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): _._
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
5. p
N. Record from the sludge survey data sheet the average thickness of the sludge layer.
O. Calculate the thickness of the existing Liquid Treatment Zone (Kom IM - Item K):
�f' �-
(Note: If item Q is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the sludge Volume Worksheet If desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope. 1
Completed by: �.l. ��M Date:
Print Name Signature

-w
Sludge Survey Data Sheet
Completed By -_, I, LQ rn L
Print Name
Lagoon identification: _ 82TZ�>r
Date: _ 1-p 4
Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (soil)
(D)
Thickness of sludge
layer
Ft. & inches
Feet (tenths)
Ft. & inches
Feet (tenths)
Ft. & Inches
Feet (tenths)
1
g.q I
7i,
2
Q
1
3
L
.'t.
4
5..
2.6
5
ff. ZL
2.6
6
9.46
.7
7
6 o
S
2.S
8
3.17
.9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Average
1
5 ♦ $
g.
'Z
=1 E. Telti. i � V7TH41 01• 1 L♦l I 1. F1 PIT. 1 1- I} •a: 1. 1 1 1
._ A _. 1 cl. ♦ 1 � ♦ a _ � a � - r. 1 �
Conversion Table From Inches to Tenths of feet
Inches
Tenths of feet
Inches
Tenths of feet
1
0.1
7
0.6
2
0.2
a
0.7
3
0.2
9
0.7
4
0.3
10
j 0.8
5
0.4
11
0.9
6
0.5
12
1.0
tO

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).
-------------- ---------------------------------------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page i

M
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
------------- -------------.----_--------------------------------
501107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 2

waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used
on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
------------------------------------------------------------------------------
501 I07 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 3

r►
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 a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------------------------------------------------------
501 107 Database Version 1.06 Date Printed: 06-17-2003 Specification Page 4

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_ State of North Carolina
!FZvV7
Department of Environment and Natural Resources tclz
10
+ - Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
nn ECIV�®
11 FacilityName: Thorton Swine Farm Bld s. 1-8 & new farm
1998
1.2 Print Land Owner's name: Bob Thornton MAT 4
1.3 Mailing address: P.O. Box 245 FAYt TE!"K_I_F-_
r% C). -F! e, r�
City, State: Newton Grove, NC Zip: 28366 1r_VJ l�r- 1%J"
Telephone Number (include area code): 594-0581
1.4 County where facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Farm is onSR 1740.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): TDM Farms, Inc. / Presta eEFarms
l .8 Date Facility Originally Began Operation: -014 •9-2 A di Ct
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82_ (county number); _47 (facility number).
2.2 Operation Description: Swine operation
Ito Feeder
Feeder to Finish
13440- Certified Design Capacity
(0
Is the above information correct? 56yes; F71no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish {# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/26/98
RECEIVED
APR 15 1998
Page 1 of 4 1-'lATER QUALITY SECTION
g .4oR-Dili^harrle Co!nnliance Ent

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 64.24 ; Required Acreage (as listed in the AWMP): 62.28
2.4 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or 00
(please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
Qor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
stem.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field_
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
Applicants Initials
✓ A l
f �1
FORM: AWO-G-E 1/28/98 Page 2 of 4

Facility Number: 82 - 47
Facility Name: Thorton Swine Farm Bidgs. 1-8 & new farm
4. APPLICANT'S CERTIFICATION:
I, &6 1 kd/+R an l (Land Owner's name listed in question 1.2), attest that
this application for lrwrhta,,.. &L4,01,%e. Fuif-A_ 6yy CiA✓yh (Facility name listed in question 1.1)
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 b returned to me as incomplete. gel
Signature V Date ✓ ' 9 /d
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Managees name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed y me and is accurate and complete to the best of my knowledge. I un erstand 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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4

DIN'ISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
1-ransylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mali
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Came en
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
11yrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilsoi;
Wilmington Region_ WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional ',A'Q Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 1/28/98 Page 4 of 4

State of North Carolina
Department of Environment,
Health and Natural Resources A4W9
m
Division of Water Quality
James B. Hunt, Jr., Governor V
Wayne McDevitt, Secretary E E H N FI
A. Preston Howard, Jr., P.E., Director
November 19, 1997
Mr. Bob Thornton
PO Box 245
Newton Grove, NC 28366
Subject: Thornton Swine Farms
Facility N!1irn}harc 92-47 and 92-673
Combining of Facilities
Dear Mr. Thornton,
The Division of Water Quality (DWQ) has received a copy of the Animal Waste Management
Plan Certification for the Thornton Swine Farm Bldgs. 1-8 in Sampson County. This form notes
that the Waste Utilization Plan for this facility also accounts for waste produced at your nursery
facility; facility number 82-673. I have confirmed this with Wilson Spencer of the Sampson Soil
and Water Conservation District. Since these facilities are currently managed as one site, the
Division of Water Quality has combined these facilities into one facility. I have attached a
printout of our record for this facility. This facility has been assigned the facility number 82-47.
If you have any questions or comments please feel free to contact me all 919-733-5083 extension
502.
Sincerely, f
Sue Homewood
Cc: Sampson Soil and Water Conservation District
Facility File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

EMERGENCY ACTION PLAN
PHONE NUMBERS
_DIVISION OF WATER QUALITY (DWQ) 910-_WC4-15y1
EMERGENCY MANAGEMNET SERVICES (EMS) 10- i,
SOIL AND WATER CONSERVATION DISTRICT (SWCD) q�y- ' _� ?
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [to - 7 (d
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
0
14
C.
C
E.
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.
Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred
Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
C. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: G , LII�1�1 (—U-10.1
b. Phone: 'iio-- 5'90L
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
N

MORTALITY MANAGE-MENT METHODS
(check which method(s) are being implemented)
{ y Burial three feet beneath the surf ace of the ground within 24 hours
after knowledge of the death. T �I-le burial be at least 300 feet from
any flowing steam or public body of water.
{ ►/� Rendering at a rendering plant licensed under G. S. 1006-168.7
{ } Complete incineration
( } In the case of dead poultry only, pacing in a disposal pit of a size and
design approved by the Depart=, ie:'ti of Agriculture.
{ } Any me -"od which in the professional opinion of the Steve
Veterinarian would make possible i Ee salvage of part of a dead
animal's value without endance r E;', human or animnal heclin. (Wrinar)
aooroval of the State Veterinarian � m, ust be azzached}

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production () Vegetative or wooded buffers;
{ } Recommended best management
-yactices;
NFGood judgment and common sense
Animal body surfaces Dirty manure -covered animals l`7oorry floors
Floor surfaces Wet manure -covered floors 14'rSlorted floors;
pf'Waterers located over slotted floors;
{ } Feeders at high and of solid floors;
{ } Scrape manure buildup from floors;
{ ? Urtderftoor ventilation for drying
Manure collection pits Urine yfFrequent manure removal by flush pit
recharge,or scrape
Parital micorbial decomposition (I Underfloor ventilation
Ventilation exhaust tans Volatile gases; (-<Fgn maintenance;
Dust hYEfficient air movement
Indoor surfaces Dust KWashdown between groups of animals
f } Feed additives;
{ 1 Feeder covers;
{ I Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon [ ] Flush tank covers
liquid whiles tanks are filling { Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater { I Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon (] Extend rachard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling (1 Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater [) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Proper lagoon liquid capacity
Biological mixing [) C�rrect lagoon startup procedures
Agitation (u;" y�imum surface area -to -volume ratio
{y'Minimum agitation when pumping
{ j Mechanical aeration
f 1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ('}irrigate on dry days with little or no wind
Wind draft ( imum recommended operation pressure
[ ump intake near lagoon liquid surface
( ) Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition (1 Bottom or midlevel loading
surface Mixing while filling f i Tank covers
Agitation when emptying (} Basin surface mats of solids
{ } Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition f } Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying I } Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading { 1 Soil injection of slurry/sludges
spreader outlets Volatile gas emissions { 1 Wash residual manure from spreader after use
f I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying i } Soil infection of slurry/sludges
or sludge on field surfaces (} Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
f 1 Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Bead animal disposal Carcass decomposition I } Complete covering of carcasses in burial pits
pits ( I Proper location/construction of disposal pits
Incinerators Incomplete combustion I I Secondary stack burners
Standing water around Improper drainage WGrade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads L)"Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management; Pit Recharge --Lagoon Treatment; EBAE 1 28-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor: a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 199S Conference Proceedings
Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
lUquid Systems►
Flush Gutters Accumulation of solids
(t"FEush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
I ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
Maintain lagoons, settling basins and
pits where pest breading is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
1 aintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage WDasign. operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
I ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ( Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( )Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
1 I 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).
AMIC--November 1 1 , 1996

DryManure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(1 Provide for adequate drainage around manure stockpiles.
(1 Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology. Box 7613, North Carolina State University, Raleigh, NC
27695-7513.
AMiC--November 11, 1996

0.89 ACRE
SPRAY AREA
ti
J ISAAC LANE LANDS
► 9 70. 76' N6000O'00"E------�
J � BRA NCH
WOODS
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r'y�:�;y"r ,^ . .•I w� }r Q + /.. rs'I WOODS
CK
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# ,r ri fit; iB ACRES SPRAY AREALAGOON
S 60°00'00-W
ISAAC LANE LANDS
�i •,j r• • rMl �lj• a
SEAL
I THIS SuRYEY IS TO DETERMINE 't Q Q THE NET SPRAY AREA. PROPERTY `'Jt�'
Q� INFORMATION WAS TAKEN FROM :lam �`'St1RJcyl,k
MAP BOOK 24 PAG 54.
J rf rJ�fs[.Lslx�=���y
WILL►AM E. BAREFOO . L. S L-2709
TOTAL AREA IS 52.18 ACRES±
JOHN ROBERT THORNTON -- NOG FAR1f
soa too o 400 Soo
uAr Axo suwver sr
AUGiAST 5, •►99fi WILLIAM E. BAREFOOT, R.L.S.
SCALE f'•400'
• , xEWrOx - I*VE, N.C.

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a
t. ! 7690
w,, f.
7. 70 ACRES
' ircm HOUSES 8
LAGOON
N
Oeo ` 1 ' 1 lro .
THIS SURVEY IS TO DETERMINE oy p ~ 111
2'
I a
1740
�-t-
GEORGE L. .2 rn
THORNTON
oircH
N
N
U
V
b
Of
�o
N
ry
m
JIMMY HARRELL
OrrcH
to
V
_O
b
G
O
e'o,rcw
THE NET SPRAY AREA, PROPERTY FlTZNUGH
INFORMATION WAS TAKEN FROM
DEED 9 OK 988 PA4 658. HUDSON
WI LIAR! E. BAREFOOT, L. S. L-2709
t-2f09 n"
TOTAL AREA IS 61.03 ACRES.-k ~°�f�9�`?SCK'
JOHN ROBERT THORNTON - HOG FARM
0 ego 0 400 900
YAP AN0 !UR✓ErYV'
AUGUST 6, 1996 SCALE $'• 400'
WlLL1AA! E. BAREFpOT, R. L. S.
wEwrOaf GRovE, N.c-

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P.E. PIPE O.D. in
3.23 OVERALL LENGTH
I it 10"
.
P.E. PIPE I.D. in
2.76 OVERALL WI=
7 6"
P.E. PIPE LENGTH Ft
950 OVERALL HEIGHT
7 11"
WETTED LENGTH Ft
1070 GROUND CLEARANCE
11"
FRAME
SIB EMPTY WEIGHT
3,059 Lbs
GUN
NELSON SR 100 GROSS WEIGHT
5,749 Lbs
PERFORMANCE TABLE
02 ATTS 950
SPEED OF P.E. PIPE PULL IN METERS/HOUR
SPEED OF P.E. PIPE PULL IN FEET/HOUR
INLET
FLOW
NOZZLE
NOZZLE
SPRAY
STRIP
WETTED
60
1 50
1 40.
30 1
25
20 -
15
PRESS
IN
SIZE
PRESS
RANGE
WOM
AREA IN
200
165
130
100
80
65
50
WATER APPLICATION
IN
INCHES
PSI
GPM
INCHES
PSI
Ft
Ft
ACRES
95
88
-
70
129
180
4.4
0.2
0.3
0.4
0.5
0.6
0.7
1.0
I01
91
0.71.
75
131
184
4.5
0.2
0.3
0.4
0.5
0.6
0.7
1.0
106
94
80
134
197
4.6
0.2
03
0.4
4-0.5
0.6
0.7
1.0
112
97
85
136
191
4.7
0.2
0.3
0.4
0.5
0.6
0.7
1.0
118
100
90
139
194
4.7
0.3
0.3
0.4
0.5
0.6
0.9
1.0
99
I03
70
135
188
4.6
0.3
0.3
0.4
0.5
0.6
0.8
1.1
105
107
0.77
75
137
192
4.7
0.3
03
0.4
0.5
0.7
0.8
1.1
111
110
80
140
196
4.8
0.3
0.3
0.4
0.6
0.7
0.8
1.1
118
1I4
85
142
199
4.9
03
0.3
0.4
0.6
0.7
0.8
1.1
124
117
90
145
202
5.0
0.3
0.3
0.4
0.6
0.7
0.8
1.1
98
115
65
137
192
4.7
0.3
0.4
0.4
0.6
0.7
0.9
1.2
105
120
0.81
70
140
196
4.8
0.3
0.4
0.4
0.6
0.7
0.9
1.2
ill
124
75
143
200
4.9
03
0.4
0.5
0.6
0.7
0.9
1.2
118
129
80
146
204
5.0
0.3
0.4
0.5
0.6
0.7
0.9
1.2
124
02
85
148
207
5.1
0.3
0.4
0.5
0.6
0.7
0.9
1.2
130
136
90
150
211
5.2
0.3
0.4
0.5
0.6
'0.8
0.9
1.3
104
132
65
142
199
4.9
0.3
0.4
0.5
0.6
0.8
1.0
1.3
ill
137
0.86
70
145
204
5.0
0.3
0.4
0.5
0.7
0.8
1.0
1.3
118
142
75
148
208
5.1
0.3
0.4
0.5
0.7
0.8
1.0
1.3
125
147
80
151
211
5.2
0.3
0.4
0.5
0.7
0.8
1.0
1.4
132
151
85
154
215
5.3
0.3
0.4
0.3
0.7
0.9
1.0
1.4
139
156
1 90
156
219
5.4
03
0.4
1 0.5
03
0$
1.0
1.4
112
151
65
147
206
5.1
0.4
0.4
0.5
0.7
09
L.I.
1.4
119
156
0.89
70
151
211
5.2
0.4
0.4
0.5
0.7
0.9
1.1
13
126
162
75
154
215
5.3
0.4
0.4
0.6
0.7
09
1.1
1.5
134
I67
80
156
219
5.4
0.4
-jP.4
0.6
0.7
0.9
1.1
1.5
141
172
85
159
223
5.5
0.4
0.5
0.6
0.9
09
1.1
1.5
149
177
90
162
226
5.5
0.4
0.5
0.6
0.8
0.9
1.1
1.5
120
170
65
152
213
5.2
0.4
0.5
0.6
0.8
0.9
1.2
1.6
128
176
0.93
70
156
2I8
5.3
0.4
0.5
0.6
0.8
1.0
1.2
1.6
136
183
75
159
222
5.4
0.4
0.5
0.6
0.8
1.0
1.2
1.6
144
189
80
162
226
5.5
0.4
0.5
0.6
0.8
1.0
1.2
1.6
130
191
65
157
220
3.4
0.4
0.5
0.6
0.8
1.0
1.3
1.7
139
198
0.96
70
160
225
5.5
0-4
0.5
0.6
0.9
1.0
1.3
1.7
148
205
75
164
229
5.6
0.4
0.5
0.7
0.9
1.0
1.3
1.7
DRIVE PULLEY SETTINGS TURBINE PULLEY
112
50
50 m/m
GEARBOX PULLEY
50
60
112 m/m

WASTE UTILIZATION PLAN Page 1
DATE OCTOBER 18, 1996
Producer: JOHN ROBERT THORNTON
Location: P.O. BOX 245
NEWTON GROVE NC 28366
Telephone: [phone]
Type Operation: COMBINATION 7680 WEAN TO FEEDER/5760 FEEDER TO FINISH
Number of Animals: 13440
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
13440 hogs x 1.04 tons waste/hogs/year = 14016.0 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
13440 hogs x 1.26 PAN/hogs/year = 16934.4 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
APPLIC.
TIME
4909 1 FORESTON BH 6 300 23 6900
4909 -1 FORESTON SG 1 50 23 1150
4909 2 WOODINGTON FH 3.5 175 25.54 4469.5
6589 2 WAGRAM BH 5.5 275 15.7 4317.5
6589 "2 WAGRAM SG 1 50 15.7 785
0
0
n
Total 17622
" Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN Page 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
❑t
0
0
0
0
0
0
Total 0
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* Ibs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N
APPLY
CROP CODE
CROP
UNITS
PER UNIT
MONTH
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVERSEED
AC
50
SEPT-NOV
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-NOV
BC
HYBRID BERMUDAGRASS-CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
APR-SEPT
FC
TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
W
WHEAT
BUSHELS
2
FEB-MAR

WASTE UTILIZATION PLAN Page,4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 . 6`i•?'� 17622
TABLE 2 0 0
TOTAL 6 -2 y 17622
AMOUNT OF N PRODUCED 16934.4
*** BALANCE -687.6
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
-acility will produce approximately pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.

WASTE UTILIZATION PLAN Page-5
If 'surface irrigation is the method of land application for this plan
it is the responsibility of the producer and irrigation designer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables I and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: �i
74 S Gi�u _! C 3 ; rlrCor[.47 O a f C 7� fri5 0 ��/^I r S7L1Y /, �f/i
rr ., /�a.YS cx CCvro�� 9,V dfad & S/x r

WASTE UTILIZATION PLAN
Plans and Specifications
Page 6
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 assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expetancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated 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 NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that no more than 20 to 25 percent of the leaf area is covered.

WASTE UTILIZATION PLAN
Page 7
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 releassed
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
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 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 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 "techinal specialist".
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site_
15. Domestic and industrial waste from washdown 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 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
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.

WASTE UTILIZATION PLAN
NAME OF FARM:
OWNER / MANAGER AGREEMENT
Page 8
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Environmental Management (DEM) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DEM upon request.
I (we) understand that -.I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER: JOHN ROBERT THORNTON
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner)
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
P.O. 1096
B lav' le 1
SIGNATURE:— DATE:

e
WASTE MANAGEMENT SYSTEM
FOR /
Bob Thornton �r
TABLE OF CONTENTS ( r
I Cover Letter
? So i I s Mar. f
Conservation Plan Map C/
SCS-ENG-52'15 (50iI Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
i Waste Utili_ation Flan
a Seeding Specifications
9 NC-ENG-I_ (Excavation)
10 NC-ENG-I? (Embankment)
11 NC-ENG-1= (Pad)
N=-:NG--'O (PI an of Excavation Waste Storage La;i,oCr)
13 Typical 'Dieu of A One -Stage Lagoon
i+ Oreration and Maintenance Plan
15 Specifications for Construction of Waste Treatment, La•acions
i':: Tc,r o:3raph i ca i Mari W/L agoon u Houses
:? Cross -Sections of Lagoon � Fad

USDA -SOIL CONS SEFcVICE UNITED STATES
3OS-D EAST ROWAN STREET DEPARTMENT OF
•' ` PHONE ( P 1 ';') 59Z-
-7 S•C- 3 AGRICULTURE
---------------------------------------------------------------
OPERATOR:
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. �It is strongly
recommended that you, your contractor- and the Soil Conservation
Service personnel are in aareement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to er.plain all flaSs
and marking_. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the ,job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the test estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a 1imi.e<�
rapacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate or, tyre price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upc+r+ aII specifications being met. Import s include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT' YE NO �_
DESIGN RED=U.nS;YI_PtiT. 5T{]G�z cu.. z - _1115 cu.yds.
Fes... IMAT= O= =Vn �.y`... _0N. `;_�f'i !1. ft = _.r. =L - d5.
---------
ESTIMATE OF PAD: _ _ ­_1'4L.Z, c u . f t = . _27:`= I cu.yds.
ESTIMATE OF DIKE: C cu.ft - a cu.yds.
ESTIMATE OP MAT_r{IAL FOR SANDY -CLAY LIlV'rR. = 146 cu.yds
ESTIMATE OF TOPSOIL F.,EQUIRED: _ 300 cu.yds.
Kati c, 1.4 . 1
--- Total E%cavation = 17343J5 cu.yds.
.lob :lass III
Des arced Pv Bi I lv Ray Dare_ _lr,, 4/7/'
---------
Date
Design ApProtia 1 Howard Hobson 4 /7/'?=
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scs-BrG..iu U. L DEP&RTMEKT OF AGMCULTURE
Oar. 5-n SOIL CONSERVATION SERVICE
• SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER-S NAME MC;d THtilu,tMH DLTrR= Srtrs,Asa+�
DATE 3 f 31.q 2 COUNTY—
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASQRFa1F, M
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL �Q ACRES POND CLAM WORK UNIT-CONSERVAnOirTST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz Ocala 111- fees)
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BORING NUMBER AND PROFILE
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BORINGS MADE BY R"Sl< 412 M SIGNATURE & TITLE fir'

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U. S. Department of Agriculture NC-ENG-34
1 Soil Conservation Service _ September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner wog_ TU-caR-r=74 County 51,MQ;o.4
Community or -Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of_Flood Pool Ft.
Date of Field Hazard Investigation 3 131l9 -Z_ _
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden;_ dam failure.
Est. Elev. :Lst. Eievation
. Kind of :Improvements: of Breach
Reach: Length;.Width:.Slope: Land Use ; Improvements : ..Above. :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft.
2 ..
3
Describe potential for loss of life and dac<<_e to existing or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE VML NOT
ENDANGER LLE' OR DAMAGE PUBLIC TRANSPORTATION. /1��rax- ��-rrcmPl
Hazard Classification of Dam 1 aQ b, c) (see ITEM -Part 520.21)
A4..4-
Dart Classification f I� iI, III, IV, V)
By
name
e
C-
Concurred By
name (ti t7 e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 4f -7/9z
Date

� t
Operator=Bob Thornton County: Sampson Date:
04/03/92
Distance to nearest residence (c4.her rwner 2, 000.0
-=Gt
_. STEADY STATE LIVE WEIGHT
O sows (farrow to finish) x 1417 lbs. -
0
lbs
0 sows (farrow to feeder) x 522 lbs.
0
lbs
2880 head (finishing only) x 135 lbs.
388800
lbs
0 sows (farrow to wean) x 433.1bs. -
0
lbs
0 head ( wean to feeder) x 30 lbs.
0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
388800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb.
SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic fees. ; "Owner requests no sludge
storage_
Sludge will be removed
as needed.'
4. TOTAL DESIGN VOLUME
Inside top length 510.0 feet Inside top width
145.0
feet
Top of dike at elevation 52.0 feet
Freeboard 1.3 feet ; Side slopes 2.5 : 1 ( Inside
lagoon)
Total design lagoon liquid level at elevation 50.7
feet
Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation 39.0 feet
Total design volume using prismvidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
DEPTH
2.5 2.5 2.5 2.5 503.5 138.5
10.7
AREA OF TOP
LENGTH * WIDTH =
503.5 138.5 69734.8 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
450.0 85.0 38250.0 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
476.8 111.8 213107.3 (AREA OF MIDSECTION * 4)
CU. FT. - [AREA TOP + (4*AREA MIDSECTION) f AREA BOTTOMS * DEPTH/6
69734.8 2131,C .3 38250 .0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVE71- = 572614 CU. FT.

Y
1
TEMPORARY STORAGE REQUIRE€
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width
510.0 145.0 73950.0 square feet
Buildings (roof and lot water)
Length * width =
0.0 0.0 0.0 square feet
TOTAL DA 73950.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of waste/Lb./Day * 180 days
Volume = 94947 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
DC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
1BO days excess rainfall = 7.0 inches
Volume = 7.0 in = DA 12 incises per foot
Volume = 43137.5 cubic feet

5D, Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43137.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 43138 cubic feet
5D. 43138 cubic feet
TOTAL 181222 cubic feet
6. SUMMARY
Total required volume 570022 cubic feet
Total design volume avail. 572614 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic feet
At elev. 48.0 feet ; Volume is 395867 cubic feet (end pumping)
Total design volume less 25y,-24hr storm is 529477 cubic feet
At elev. 50.0 feet ; Volume is 524583 cubic feet (start pumping)
Seasonal high water table elevation 39.0 feet
7. DESIGNED BY: APPROVED BY:
DATE; DATE: 41-119-L-
L
NOTE: SEE ATTACHED WASTE UTILI%ATION PLAN a eb&
31 ,}�

a
WASTE JT I L I ZAT I CIN FLAN
----------------------
Owners name--:L--ob Thornton
Mail Address -:Newton Grove
Type of production unit---- :feed fir,
County:Sampson
Type of waste facility ----- :Anaerobic Lagoon
Your animal waste mannSement fat i I i ty has been ,designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
Pollution of surface and/gar ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each, application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be ;gown and the -nutrient content of the
_waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Dv not
appIy waste on saturated soils or on Iand when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To ma:: i mi ze the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be appiied to a growing crop or
not more than TO days prior to planting. Injecting the waste
or d i sk i nS wi 1 l conserve nutrients and reduce odor- problems.
The acres needed to apply ne animal waste is eased on typical
nutrient content for this type of fac i 1 i ty. Acrea.e
requirements may be more or less based on the waste analysis
report from your waste management facility
The design of your waste management fac i I i ty is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
_SSO animals X 1.9 tons waste/animal/yr= 5472 tons
total waste

• Page
Amount of Plant Avai table Nitrogen Produced Per Year:
:f=
Total 50.0 6500
Avai Iable Nitragen 6624
Surplus Or Deficit I_4
Crop codes: 1=Cereal grain; +=C'orn; 3=1'-escue; 4=Ran3e Gr. Bermuda
5=Contr'o I Grazed Bermuda; 6=Hay I and Bermuda
Narrative of Operation:
-----------------------
---------------------------------------------------------------
---------------------------------------------------------------
----------------------------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
Ca I I the So i 1 and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared b y :�a.d61m.► __=�'!----/�g--- ------------------------------
Narne Title Date
Concurred in by:
Producer Date
.,r'opy to producer arsd copy to case file)

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2 of 3
c. Him and add 3/4 pia= to a nanmerallic sample container.
- C: - LaBooa Liquid-
1. Collect about 3/4 pier of recycled lagoon liquid =ran inflow pipe
to -flash =arks in a mormetallic sample container.
U. From lagoon
a. Place a small bocrle (1/2 pinc or less) on and of 10-15' pole.
b. Extend bottle 10-15' away from bank edge.
c. brush away floating sc= or debris.
d. Submerge bottle vi=h_'= 1' of liquid surface.
a. Empty into a plastic bucks_, rep&at about 5 times around
lagoon, mix, and add 3/4 pint to aonmeull:c sample container.
D. Broiler or Turkey Litrar `
i. House litter
a. visually inspect lit_ar for areas of vazying quality. e.g.
z areas around feeders and vacarers. and es1zlzaze perae:z_ of- -
:loor sur ace LA each area.
b. Take about 5 litter subsamplas at locations proportionate to
itaa a. E.g., i_ 20% of litter of similar visual quality is
amend readers and waterers. take 1 svbsatsple there and the
ocher 4, subsampLes from remajnder of floor sut-ace.
c. At each loch=ion, collect litzar from a 6' by 6- area dawn to
earth floor and placa ;a a plsst_c buckat.
d. -After 5 subsamplas have been added to the buckatc. mint. and add
about •2-3 lbs litter to a nommocallic sample container such as
: 1-gallost==eeter bag and seal.
ii. F:om stockpile
A. :site subsamplas frnn about 5 Iocatious at least Is" jazz pile.
b. Mix. add 2-3 lbs to nonmetallic sample canzaLner and xea1.

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SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
( BEST SUITED CAN CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15.TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS . HULLED BERMUDA GRASS a 6 L65 ./AC .
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0 LBS. RYE GRAIN @ 30 LES./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 F=R-IILIZER (1000 L_RS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAN STRAW (100 SALES/ACRE)
ALL SURFACE DRAINS SHOULD EE !N STALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. AP-,-f SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT B
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

I

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Coy
--~ C U T----
---- F I L L ~--
STA END AREA SUN OF EA DIST 2= VOL
STA END AREA SUR OF EA GIST 2= VOL
0
0--------
0
0
--- --- ---- 900.075 100 90007.5
---- C U 7 ----
----------•-
496.885
100
49688.5
100
500.075--------------------~----
TOTAL 969671
100
496.885
-------------1740.375
100 174037.5
22 VOL 484835.5 CU ri .
------------- 902.035
100
90203.5
200
840.3
VOLUME 17956.87 CU YDS.
200
405.15 -------------------------
----
------ --- 1681.34 100 168134
------------- 1160.75
100
116075
300
841.04--------_ --- --
300
755.E --------------------
---- 2007.79 0 0
---- F I L L ----
-------------
1274.7
0
0
300
1166.75---------------------------
TOTAL 666963
300
519.1--------------_---------_
'---------2227.125
100 222712.5
21 VOL 333481.5 CU ri.
------------- 1213.35
100
121335
400 1060.375---------------------------
VOLUME 12351.16 CU YOS.
400
694.25 ---------------------------
------------2104.085
100 210408.5
-------- 1795.43
100
179543
500
1043.71 ------------------ ----
500
1101.18 -_•_--»•---_-----------__--
-----~_---- 1043.71 100 104371
RATIO=1.453860
-- - 1101.18
1D0
110118
600
0----------------------
600
0 ---
-
-------------
0 100 0
----- 0
100
0
700
0
700
0 _-�_-~--------�~
---- 0 1D0 0
-----------
0
100
0
800
0-------- ---
800
0
- 0 50 0
--------
0
50
0
$50
0------------------
850
0------------
-
�__----
0 -850 0
-------------
0 -850
0
0
4---_______-____~_-_-_~
0
0_________________
-_---____--
0 0 0
--------__-
0
0
0
1-clo
¢
I Z.a
q as
Zm
3oa
1-7 CilL. 5
t.1.aa
iL�gq
II6.7
Soo
Il6c
EE L7 S 4F#
4574710"5
V.1
!ZE 13oiTa
57a
lo44
�
600
Lib
I I Z" ;°` 4m sm j
loz
17a 5 7a

3
i .! i it � 1! '� 'll
. Il I �� ! �
, 1, I
t4
r-17
`\ j .' �. i I � � 'i I I

U.S. DEFT OF AGRICULTURE
SOIL CONSERVATiON SERVICE
NC-ENG-lZ
EARTHWORK COMPUTATION SHEET
EXCAVATION
.ME: Bob Thornton
ADDRESS: Newton Grove
--------------------------------------
:STA.1 END :SUM OF DIS.: DOUBLE :
: AREA :E.AREA : VOLUMN :
,'-------
1; 100:
1 0: I-------l-------:
- 1 //��
---: ------ 1 900 , zc) 1 18000:
I 1 - - - - - - 1 - - - - - 1 - - - - - - - - _ 1
, 1=0 , '�+00 1 - 1 11- 1
---- ------ 1 T40: SO ; 1' 1?1700:
.31 �rr�� ! 1 '
V 1 1340 1 1-_----- --_- - ---- 1
---- ; ------ ; 1631 ; 100: 168100:
1 1 8 1 - 1_ 1 ----------
,
:---- ;------ : 2008; 100: '00200:
5; 400: 1167;------- '----- '---------- '
:---- :------ : '^2-7: 1001. =131, -fl,00:
6: 500: 11601------- :-----;---------- :
:----:------; 2,04: 70: 1542-80:
7: 570: 1044 :-------;-----;----------;
:---- :------ : 10ApT: :0: 3131z0:
s; 600: 0:-------:-----:----------:
;---- :------ ; 0: -600: 0:
91, ,1 0'1 -------'-----'----------' , 0 1 ,!
/ ,
1----11 ------1 1 0,, C1I lolt 1
jy , 1 l 1 _ - F
0; 0: 0:
----:----------;
0: C: 0:
1' ' il0:------- : -----'---------- 1
1---- !------1 01, 0, 0:
0' - - ----- ------------- 1 , - , - 1
---- -----; 0; 0: 0:
0'-------' -----:-------- '
---f-;------: ��: 0: : 0
151 `�; U' —�•--- ' ---- 1----------,
----; --: U: 01, 0:
1 61 010: - - - - - - ' - - - - - ' - - - - - - - - - '
- - - - - - 1 0: O , 0.1
0.1
1_ 1 _ 1 I
0 ,
10' 0'-------'----;--------- ' 1 1 , - - 1
1 1 0, , ,
;----1------1 1 CJI 01
------- :----- ----------1
1 1
1 , ; 1
1----1------, 11 n o1
,
: TOTAL : 944400:
D0- UE:LE'VOL 47_!00 CU . FT.
VOLUME OF EXCAVATION = `I7-�- 8 .:�' GU _ YDS .
COMPUTED BY Howard Hobson DATE 4/7!9Z

r
---- C U T ----
STA
END AREA SUN OF EA DIST 2* VOL
0
0 ----------------
-- 900.075 100 90007.5
— C
U T ----
100
900.075 --- ----
TOTAL
969671
1740.375 100 174037.5
2s VOL
484M .5 CU FT.
200
840.3---- --------------- --------
VOLUME
17956.87 CU YDS.
-------- 1681.34 10D 168134
300
841.04 ------------------
------
-- 2007.79 0 0
---- F
I L L --
300
1166.75---------------- --
TOTAL
666963
_-_----------2227.123 100 222712.5
2= VOL
333481'.5 CU FT.
400
1060.375----------------------
VOLUME
12351.16 CU YDS_
-------------2104.085
100 210408.5
500
1043.71 --------------_�—_,._.-
-------•----
1043.71 100 104371
RATIO=1.453860
600
0 ---—__------------
------------
0 100 0
700
0--------�_�_------___-
-'-----------
D 100 0
800
0-------------------���
0 5D 0
850
0 ------------- —
-------------
0 -850 0
0
0------- -------------------
------=------
0 0 0
---- F I L L ----
STA EKED AREA SUN OF EA DIST 2* VOL
0
0-------
------ 496.885 100
49688.5
100
496.885--------
-----
-------------
902.035 100
90203.5
200
405.15 -----------•---------------
-------------
1160.75 100
116D75
300
755.6 -- ------
--
-__--
1274.7 0
0
300
519.1 ---------------------------
-- 1213.35 100
121335
400
694.25 ---------------------------
-------
- 1795.43 100
179543
500
1101.18 -
------
- 1101.18 100
110118
600
0----------
----
_____-_ 0 100
0
700
0----------------_�__—�
------
0 100
0
$00
0
--
-------------
0 50
0
850
0----------------�_________
0 -B50
0
0
0 --------- --- -------- --
---------
---- 0 0
0

;TATION
1CUT i
STATION
1CUT 2
elev /
dist
elev dist
1
49.19
410
24595
20167.9
1
0
0
0
0
2
49.19
500
26070.7
22500
2
0
0
0
0
3
45
530
23400
21200
3
0
0
0
0
4
40
520
17400
20800
4
0
0
0
D
.5
40
435
16400
21397.65
- 5
0
0
0
0
6
49.19
410
0
0
6
0
0
0
.0
7
0
0
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
D
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
107865.7
106065.5
TOTALS
0
0
DEA
.:A
-1800.15
900.075
DEA
EA
0
0
Total cut for station 900.075
STATION 1Fill 1
STATION Fill 2
elev
list
elev list
1
53
392
21306
20776
1
52
550
29120
28600
2
53
402
21730
19774.38
2
52
560
31200
19656
3
49.19
410
18938.15
20090
3
35.1
600
18603
27000
4
49
385
19208
20405
4
4S
530
24750
27560
5
53
392
0
0
5
52
550
0
0
6
0
0
0
0
6
0
0
0
0,
7
0
D
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
81182.15
81045.38
TOTALS
103673
102816
DEA
-136.77
DEA
-857
EA
68.385
EA
428.5
fatal fill far Station 496.885

STATION
2CUT'I
STATION
2CUT 2
elev
dist
elev disc
1
49.4
410
24700
19712.8
1
0
0
0
0
2
48.08
500
25482.4
22500
2
0
0
0
0
3
45
$30
23400
21200
3
0
0
0
0
4
40
520
17400
20800
4
0
0
0
0
5
40
435
16400
21489
5
0
0
0
0
6
49.4
410
0
0
6
0
0
0
0
7
0
0
0
0
7
0
0
0
0
B
0
0
0
0
B
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0.
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
107382.4
105701.8
TOTALS
0
0
DEA
-1680.6
DEA
0
:A
840.3
EA
0
STATION 2Fill 1
STATION
2Fill 2
elev
disc
elev list
1
53
392
21306
20776
1
52
550
29120
28600
2
53
402
21730
19858.8
2
52
560
30940
21201.6
3
41.4
410
19760
20274.5
3
37.86
595
20065.8
26775
4
49.45
400
19384.4
21200
4
45
530
24750
27560
5
53
392
0
0
5
52
550
0
0
6
0
0
0
0
6
0
0
0
0
7
0
0
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
i2
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
82180.4
8216.3
TOTALS
104875.8
104136.6
DEA
-71.1
DEA
-73U
EA
35.55
EA
369.6
Total cut for station 840.3
Total fill for station 405.15

1
a
' STATION
3CDT-I
�'
STATION 3CUT
2
elev
dist
elev
dist
1
49.2
415
24600
19770.6
1
0
0
0
0
2
47.64
500
25582.60
23800
2
0
0
0
0
3
47.6
537
24752
21480
3
0
0
0
0
4
40
520
17400
20800
4
0
0
0
0
5
40
435
16600
21402
5
0
0
0
0
6
49.2
415
0
0
6
0
0
0
0
7
0
0
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
D
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
.0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
109934.6
107252.6
TOTALS
0
0
DEA
-1682.08
DEA
0
0
Total cut for station 841.04
EA
841.04
EK
STATION 3Flll 1
STATION V ill
2
elev
disc
elev
dist
1
53.5
180
21507
9540
1
a2
550
29120
28600
2
53
402
21995
19778.4
2
52
560
29900
26656
3
49.2
415
19680
20663.6
3
47.6
575
25561.2
27370
4
49.84
400
14952
20096
4
47.6
537
26180.
27924
5
$0.24
300
10048
15378
5
52
550
0
0
6
51.26
200
8714.2
10252
6
0
0
0
0
7
51.2E
170
9226.8
9095
7
0
0
0
0
8
53.5
180
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
,0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
106123
104823
TOTALS
110761.2
110550
DEA
-1300
DEA
-211.2
:A
650
EA
105.6
Total fill for station 755.6

STATION
4CUT 1
STATION
4CUT 2
eiev
dist
elev dist
1
50
410
2700D
19885
1
47
330
18800
15526.5
2
48.5
540
25220
21600
2
47.05
400
23525
18800
3
40
520
2080D
20800
3
47
500
28200
23350
4
40
520
174DO
20800
4
46.7
600
3263D
27600
5
40
435
16400
2175D
5
46
700
23000
32200
6
50
410
0
0
6
46
$00
18400
23500
7
0
0
0
0
7
47
400
15510
1880D
8
0
0
0
0
8
47
330
0
0
9
0
0
0
0
9
0
0
0
0
!0
0
0
0
0
10
0
0
D
0
11
0
0
0
0
11
0
0
0
D
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
106820
104835
TOTALS
160125
159776.5
DEA
-1985
DEA
•348.5
EA
992.5
EA
174.25
STATION 4Fill 1
STATION Vill 2
elev
dist
elev disc
1
$3.5
180
21507
9540
1
52
550
29120
28600
2
53
402
21730
20100
2
52
560
29640
27160
3
50
410
20000
20504.1
3
48.5
570
26190
27645
4
50.01
400
15003
20516
4
48.5
540
26675
28080
5
51.29
300
10258
15687
5
52
550
0
0
6
52.29
200
8889.3
10470
6
0
0
0
A
7
52.35
170
9423
9095
7
0
0
0
0
8
53.5
180
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
D
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
106810.3
105912.1
TOTALS
111625
111485
v;A
-08.2
DEA
-i40
EA
449.1
EA
70
Total cut for station 1166.75
Total fill foT statiOD 519.1

------
. 'TATION
------------
5CUT 1
STATION SCUT 2
•
elev
dist
elev
dirt
1
50
410
25000
20213
1
0
0
0
0
2
49.3
500
26622
24125
2
0
0
0
0
3
48.25
540
25090
21600
3
0
0
0
0
4
40
520
17400-
20800
4
0
0
0
0
5
40
435
16000
21806.55
5
0
0
0
0
6
50.13
400
20553.3
20000
6
0
0
0
0
7
50
410
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
130665.3
128544.5
TOTALS
0
0
nEA
-2120.75
OEA
0
�A
1060.375
EA
0
Total cut for station 1060.315
STATION $Fill 1
STATION Vill 2
elev
dist
elev
dist
1
S3.5
180
- 21507
9540
1
52
550
29120
28600
2
53
402
21730
20100
2
52
560
29640
26320
3
50
410
20000
20SS3.3
3
47
570
25380
27502.5
4
50.13
400
15039
20176
4 48.25
540
26537.5
28080
5
50.44
300
10088
15372
5
52
550
0
0
6
51.24
200
$710.8
10250
6
0
0
0
0
7
51.25
170
9225
9095
7
0
0
0
0
8
53.5
180
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
106299.8
105086.3
TOTALS
1i0677.5
110502.5
DEA
-1213.5
OEA
-175
EA
606.75
EA
87.5
Total fill for station 694.25

•-----------------------------------.---------------------
aTATIOk 6EUT 1
----
STATION 6CUT 2
-----------------------
--
elev-
dist
.1ev
CIS-
1
49.5
412
24750
20760.68
1
0
0
0
0
2
50.39
500
27210.6
23500
2
0
0
0
0
3
47
$40
24440
21600
3
0
0
0
0
4
40
$20
17400
20800
4
0
0
0
0
5
40
435
16480
21532.5
5
0
0
0
0
6
49.5
412
0
0
6
0
0
0
0
7
0
0
0
0
7
0
0
0
0
8
0
0
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0.
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
0
0
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
a
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
110280.6
108193.1
TOTALS
0
0
'1EA
-2087.42
OEA
0
_A
1043.71
EA
a
STATION 6Fill 1
STATION 6Fill
2
elev
dist
elev
dirt
1
53.5
180
21507
9540
1
52
550
29120
28600
2
53
402
21836
19899
2
52
560
30160
24640
s
4i.5
412
19800
20361.04
3
44
580
23760
27260
4
49.42
400
14826
19628
4
47
540
25850
280B0
5
49.07
300
9814
14736
5
52
550
0
0
6
49.12
200
8350.4
9820
6
0
0
0
0
7
49.1
170
8838
9095
7
0
0
0
0
8
53.5
180
0
0
8
0
0
0
0
9
0
0
0
0
9
0
0
0
0
10
0
0
0
0
10
0
0
0
0
11
0
0
0
0
11
0
0
0
0
12
0
0
0
0
12
0
0
0
0
13
0
0
a
a
13
0
0
0
0
14
0
0
0
0
14
0
0
0
0
15
0
0
0
0
15
0
0
0
0
16
0
0
0
0
16
0
0
0
0
17
0
0
0
0
17
0
0
0
0
18
0
0
0
0
18
0
0
0
0
19
0
0
0
0
19
0
0
0
0
20
0
0
0
0
20
0
0
0
0
TOTALS
104971.4
103079.0
TOTALS
108890
108580
OEA
-1892.36
0EA
-310
E�
946.18
EA
155
Total cut for station 1043.71
Total fill for station 1101.18

TYPICAL LAOSS-SUCTION OF
LAGOON CONSTRUCTION WITH
PARTIAL --CLAY LINER
�00 T'*tL-N`rbtA -
I 1 1"OOT THICK CLAY LINER
FILL 1 (MINIMUM)
1
AVERAGE GROUND 1�_
1
VARIA13LE HXCAV•ATK THIS AREA AND.
SAIIDY 14ATERIA1, �13ACKFILL WITH CLAY
NO CLAY
I FOM THICK
CLAY LIN13R
SANDY CLAY -CLAY
EXCAVATE
`1-
1
r FILL
AVERAGE GROUND
r •
l VARIABLE SANDY MATERIAL
NJ i NO CLAY,
I FOOT THICK
CLAY LINER
SANDY CLAY -CLAY
ADDITIONAL' EXCAVATION DUE TO LINERS: ..�,
AVERAGE DEPTH TO CLAY 3 x 1 FOOT 'THICK X DISTANCE CUBIC FEET /4 CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS
i

TYPICAL VIEW AME-STACK kOOg! SYSTEM
0 IT414U44-eH
Confinement Building
la
Pit
Top Width
Fluid Elevation
/TRL'ATHFNT
tAGOON
- 01 Pipe (feeds to be adequately Depth
Isu "Orted,
Bottom Elevation
AI
Settled Top Elevation S2-.d'
ss a -.. I I.

Phi OF ECCAVATEG WASTE STORAGE PIT
un: _�50i5 - -M-,Iz raN Data: 41-7
ScPSo u _
L noes
til Jr/Q
.79 1
�~ r ; SZ AWL lop am.
J
7-4.
MR0 am
cow W1t fw voLum ems. )
Bsa of faC313 ry:
Capacity:. . �i.Z8� s 3 - .�^ r"allo� r �z_�L ...M
SCL1. Type: LRnlTb/J
Bench Mrt oa _
Sottolm
Naemal Liguid Level
stazwe Maxima t`I.igaid oval or nozaal P •
23 1r. atom sto--aM
Crost Raw
um.11or D "Pth
Top of Daa
N -7
sl...

Ur 'Es=:A , T i MAINTENANCE FLAN � k- iV A�J�r' s sr`a i�
F'=
This lagoon is designed for waste treatment with minimum odor
coc, rs:. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land appIirati.on of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 11Z its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby r-educ i ny odors. Solids should be
covered with effluent at all times.
Z. The attached waste utilisation plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment E)
before land application.
I. Begin pump -out of the lagoon when fluid level reaches eIeva-
tior, 0.0 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 0.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. .. l surface runoff is to be diverted from the !aloes to stab l e
outlets.
S. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, Ind Natural Resources, Division of Environ-
mental ManaSement, has the responsibility for enforcing this law.

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�ierator:JOHN
(BOB) THORNTOCounty:
SAMPSON
Date:
06(04/92
Distance
to nearest residence (other
than
owner):
1000.0
feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
ibs. =
0
Ibs
0
sows
(f arrow to f eeder)
x
522
I bs. =
0
I bs
2880
head
(finishing only)
x
135
tbs. -
388800
Ibs
0
sows
(farrow to wean)
x
433
lbs. =
0
Ibs
0
head
(wean to feeder)
x
30
lbs. =
0
Ibs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
388800
ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/Ib. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length, -486.0 feet Inside top width #9S�0 feet
Top of dike at elevation 52.0 feet
Freeboard 1.3 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.7 feet
Bottom of lagoon elevation 40.0 feet
Seasonal nigh water table elevation 44.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 428.5 158.5 10.7
AREA OF TOP
LENGTH * WIDTH =
428.5 158.5 67917.3 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
375.0 105.0 39375.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
401.8 131.8 211722.3 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) f AREA BOTTOMS DEPTH/6
67917.3 211722.3 39375.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 568909 CU. FT.

Y
� 1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *-Width =
435.0 165.0 71775.0 square feet
Buildings (roof and Iot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 71775.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * Cr— of .Waste/Lb./Day 180 days
Volume = 84447 cubic feet
3. Volume of wash water
This is the amount of fresh water used for trashing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA'/ 12 inches per foot
Volume = 41868.8 cubic feet

f
i
• ti
). Volume of 25 year — 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 41868.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
58. 0 cubic feet
5C. 41869 cubic feet
5D. 41869 cubic feet
TOTAL 178685 cubic feet
G. SUMMARY
Total required volume 507485 cubic feet
Total design volume avail. 568909 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic feet
At elev. 48.0 feet ; Vol-ume is 396067 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 527040 cubic feet
At elev. 50.0 feet ; Volume is 522083 cubic feet (start pumping)
Seasonal high water table elevation 44.0 feet
7. DESIGNED BY: APPROVED BY;
DATE: DATE:
376067
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
/a L a/6

• SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter, shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut—off Trench:
---------------
A cut—off trench (when specified) shall be installed as shown in
the plans..
Construction:
-------------
Construction of excavated and earthf i I I areas steal I be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. EarthfiII shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps—foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfi l led and
compacted with a suitable material (ie—CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
-----------------------
• AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO .DUNE 30
16 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
y APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE.OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL. BAHIAGRASS IS ESTABLISHED.

OPERATION AND MAINTENANCE PLAN
• ------------------ ---------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,fiushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at at times.
2. The attached waste utilization plan shall be followed. This
p I an recommends samp I i ng and test i ng of waste (see Attachment B)
before land application.
3. Begin pump —out of the lagoon when fluid level reaches eleva—
tion 0.0 as marked by permanent markers. Stop pump --out when
the fluid level reaches elevation 0.0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibility for enforcing this law.

WASTE UTILIZATION PLAN
--- ------------------
Owners name--:JOHN (808) THRONTON
Mail Address—:CLINTON, NC
Type of production unit---- :FINISHING
County:SAMPSON
Type of waste facility -----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
r the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
2880 animals x 1.9 tons waste/animal/yr= 5472 tons
total waste

r Page 2
" Amount of Plant Available Nitrogen. Produced Per Year:
-------------------------------------------------------
2880 animals x 2.30 I,bs. N/animal/year = 6624 lbs./yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 160 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
6589 2 BOB 6 7 Tons 400 17.0 6800 MAR-AUG
Total 17.0 6800
Available Nitrogen 6624
Surplus Or Deficit -176
Crop -codes: 1=Cereal grain; 2=Corn; 3=Fescue: 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
---------------------------------------------------------------
---------------------------------------------------------------
----------------------------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: ........................... --- --- -- Name Title Date
Concurred in by: ----------------------------------- -------
Producer Date
(Copy to producer and copy to case file)
0

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service Sep ember 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner John (Bob) Thornton County Sampson
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigationgr,)gtg?
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
st. Elev.:,Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : -Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft.. Ft. Ft.
2 ,
3
Describe potential for loss of life and damage to existing -or probable future downstream
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. LAGOON IS LOCATED IN A RURAL
AREA' AkU APPROX. 200 FEET FROM A TRIB. TO SIX RUNS GP=
Hazard Classification of Dam (5 b, c) (see HEM -Part 520.21)
Dam Classification (I, II, III, IV, V)
By HANK GAY DIST. TECH.
kname tit e
Concurred. Sy
name ti tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date

JuliL_ (,UN!ziEiVAI Wv%i b�r.v�L•c
r
EARTHWORK COMF'uTATION SHEET
EXCAVATION
NAME: SOD THORNTON
.)DRESS: NEWTON GROVE
r
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17: 0; 0:-------+-----+-----------+
+ - - - - + - - - - - - + 1
0: 1 1 Q ! 1
1211 0: 0;-------+-----+----------+
+----+------+ 01, 0'1 0:
19: 0; 0:-------+-----+----------+
+ - - - - + - - - - - - + 1 1 1
Q 1 1 !
zo: 0: 0:-------+-----+-----------
+----+------+-------------+----------+
:TOTAL : 964954:
+---------------------------+----------+
DOUBLE VOL /= = 4SZ477 CU. FT.
VOLUME = 17S70 CU. YDS.
COMPUTED BY Hank Gay DATE 6/4/92

Y
_!E: 6+90
1 2 3 4 5 6 7 8 9
49.9: 50.4; 5L.21 41.0:- 41.0: 47.6: 0.0: 0.0., 0.0:
-----------------+-----------------+-----------------T--------T------------------&--------+
68: 100: 200: 3001. 270: 7511 63: 0: 0: 0:
-_-------+--------*--------+--------f-----------------+--------+--------j--------T---------
LM: 6+00
1 2 3 4 5 6 7 8 9
=- ----------------+--------- ----- --------- --i------------- ---7--------+--------t
: 48-0: 50.51 53.1: 41.0: 41.0; 48.0: 0.0: 0.0: 0.0: 0.0:
+--------+--------+----------- ------f--------+---- -------------T--------+-------------._-�
: 105: Z00: 300: Z70: 123: 105: 0: 0: 0: 0:
+--------- -----------------+--------f--------+------- ��--+--------+---------r
i
3 LDE. 5+00
1 2 3 4 5 6 7 $ 9
----- ---+--------+------ --i------+----------------f---------- -------+--------+-_----�
: 47.3: 50.5: 52.5: 41.0: 41.0: 47.3: 0.0: 0.0: 0.0: 0.0:
_-------+--------+--------+-.-____.�����-------+--------- 4 --------f--------+--------t
164: 200: 300: 2701, 1801. 164: 01. 01. 01. 0:
+--------+--------t--------t--------+--------+--------+----_:
+'--------+
------- -?-
1:
393:
1:
4760:
3:
10440:
3:
15,120:
4:
i=:
4:
14094:
5:
11070:
5:
X75:
7:
0:
7;
0:
3:
0:
S:
0:
9:
0:
9:
0:
}___--_--t
:
4.Fi"oi3:
490117:
Z: 106Z0:
Z:
15150:
311 12300:
3:
143371
4: 11070:
4.
5M',
5: 5904:
5:
4305:
6, 0:
6:
0,
7: 0:
7:
0:
e: 0:
8:
0:
9: 0:
9:
0:
+--------+
+--------+
: 45197:
:
434315
+--------+
+--------+
1:
8m:
1:
9460:
2:
10500:
2:
15150:
31
1Z300:
3:
14175:
4:
110701
4:
7=:
5:
8514:
5:
6724:
6:
0:
6:
0:
7:
0:
7:
0:
8:
0:
8:
01
9:
0:
9:
01
+--------+
------ --+
:
50666:
:
52W:
+--------+
: 1112:

•4 �i1E: 4+20
1 2 3 4 5 6 7 9 9
��__-+--------+--------}--------+--------+--------+----------------f-----------------+
• 50.0: SO.T: 52.7; 41.0: 41.0: 50.0: 0.0: 0.0: 0. 0: 0.0:
�-- -r--»—{-----'--i--------r-------i-----+----_--i----w--- - -..---------------r
: 1?7: 200: 300: 270: ZZ0: 197: 0: 0: 0: 0:
5 Erg:
F;
1:
10000:
L:
n9C983;
10540:
2:
1.Fit'SO:
3:
12300:
3:
14=91.
4:
11070:
4:
9020:
5:
11000:
5:
oOTT:
6:
0:
6;
0:
7:
0:
7:
0:
3;
0:
8:
0:
0:
9:
0:
:
548?o:
:
56536:

SOIL CONSERVATION SERVICE
EARTHWORK, COMPUTATICUN SHEET
PAD
r'-ME:
DRESS:
r
BOB THORNTON
NEWTON GROVE
+----+---------------+-----+----------+
STA . ; END ; SUM CIF ; D I S . ; DOUBLE ;
AREA : E . AREA : : VOLUMN ;
+ - - - - + - - - - - - + - - - - - - - + - - - - - + - - - - - - - - - - i-
V
` �l1 --- - --+-----------------
+----+------ t-
i - }� 1 - , 1 - + - - - - - - - - - - +
1 r'iV 1 -i�i4 f--"----+----
v: 0001 455:--------------+----------+
------------- 7�Y:_ - i00: rr.
: 7�_00,
4: 500; �-,5:-------+-----+----------+
+----+------- Z-381' : r 14:
5: 502': fD------- .-----+----------+
+----+------+ U:-J{.+.]; O:
6; 0; 0: ------------+-----------
+-----------+ 1
U i 0:
1 l
7: 0; a:--------1------+----------+
+----+------+ 1
O 1 Ui 4 i
4
+----+------+ 0 0`1 0: l ,
91, 0: U:-------+-----+----------+
+----------+ 014 0: 0:
10: 0: 0:--_----+-----+-_-_-__--_+
+----+-------F 4
; 11 1
Ill. O: 0:----__+_----+_-_------_+
+----+------+ 0" 0: O:
12: 0: 0;-------+-----+----------+
+ - - - - 1 - - - _ _ - T i J4 j 1 - I1
. , 1 U
14: C.: V:-------+-----+----------+
+----+-------i- O1 1 , i 0O, 4
151, 0: O:-------- -----+----------+
t - - - - + - - - - - - +
Ci 11 1 1 f l
1
+--------•---+ 0 01 i 1 1 1 0i
17: 0: 0:-------+-----+----------+
i-----+------- o ll 0: O:
is: 0: U:-------+------------_---+
+----+------+ 1 1
/�� 1 4 01.
19: U; 0;------_i-----+----------+
+----+------+ i
1 1 0:
1
_'U: 0: 0: ------+-----+----------+
--------------------------------------
'TOTAL : 17052-4:
+-------------------------+----------+
DOUBLE VOL /Z = 85262 CU. FT.
VOLUME = 3158 CU. YDS.
COMPUTED BY HANK GAY DATE 6/4/92

tl• 0 0 4 0 0 1
1 +r 11
` ' 4' 1
1
I
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1
1
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1 t
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GF,"`+SERVATION SERVICE
EArnTHW0RK C IMF•L,,TATIC1T
Est. of Clay Licer-
PIE: BOB THORNTON
DRESS: NEWTON GROVE
+----+------+-------+-----+----------+
ST;, _ END SUM OF ; D : S . ; DIDUBLE
AREA ; E . AREA VF iLUMN ;
+----+-•------}.-------+-----+----------+
-------+-----+----------+
•-+..----+- --
i:: i�l�•L); 15.; ------ .-----+----------+
+----+------: 1L: 1 ; _ I-Z,
t;1_E•1; 0:-------+-----+----------+ -
+----+------+ 0: -1.�,1 : O:
: 0: a: ------+-----+----------+
+----+------+ C;; G: 0;
t•; V: 0:-------+-----+---'-------+
+----+------+ 0: 0: 0'
+----+------+ 0: 0.1 0:
+-----------+ O: 0: 0:
: 0: 0:-------------+-_--__-__--
+----+------+ a: 0: 0:
• 1V; all 0:-----------__+______---_+
+----+------+ 0: 0' 0'
11 : U: 0:-------+-------+----------+
+----+----- ,
-+ � 0�F 0,
Tt� :------ -----------
-+T------E 0, v^: cl ,
.�: 0; 0:-------+-----+----------+
-----+------+ 0: C)1 0:
1--: 0: 0:-------+-----+----------+
15 ; 01, 0:-------+-----+----------+
+----+-------E- a' 0: 0:
1•: 0: O;--------r----- --- -----_---+
T - - - - + - - - - - - + 1 i :
17; 0: 0:-------- ----=+-----------
+----+------+ 0: 0: O:
a: 0:-------+—_---f---------_+
a, o, o,
19 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0,
0; 0: 0;-------+-----{------------
----------------------- i-----------+
:TOTAL 30240:
+-------------------------+----------+
DOUBLE VOL /' = 15120 CU. FT.
VOLUME - 560 CU. YDS.
COMPUTED EY Hank Gay -DATE 6/4/92

�Ar i HW� lr: C:OM UTAT i ON 'REST
EMr�ANf*.M-ENT
NAte,E: BOB THORNTON TOP WIDTH:
12' FEET
`,DRESS : NEWTON GROVE TOTAL SLOPE: 5
. 5 : 1
{-----+------+-------------+----------+
STA.; END SUM OF ; DIS.1 DOUBLE ;
APEE A ; E . AREA : ; VOLUMN ;
------F--------------r-----}_--------.-{-
1 `�k G--------T-----+----------+
-----+------+ 53: 4000
-•'-}----------+
{------------ z.4 k 60 k 14F-5 U 1
�.J k 1-TV 1��� k-------+-----------------+
+----T------T .,:I �": 0: 347T01
, i--------t----------------_-
+------------- 4C*"It; 901. 41760:
------------------
5; ti'ti;: E71 :-------+------t----------+
------------- &Z- ' 11Q7; 57"00'
.� � ,_i 1 r k
6: 4-301 1 =4r '--------r-----Y----------f
' 1
------------- 47r_.: 140, 66640:
71 570: Z27:------------------------i-
+-----E------- Z77: 1 :=10 1 5Z630:
S k 76011 50 1-------+-----+-----------F
------------- JU: 80.1 4000:
,----------..—-------------
- -
..
-------------E 0: —340: G:
101, 01 0: _----_-T__-.-._- i -_---__-___-
+----+------i- o ; 0: 01.
1
1 01. G 11 -------y----------------{
�+
/y
'i'-----i�--.--. �.-f fir; 0: 0.1
1z: U: G:----------___+-_.-_-_---_-
-----+-------
Z. ;-------- f-----------------t
------------} 0: 0; G;
�4: 0: 0:-------- }_-------__--__---
------------'f
0: 0.1 :
15: G: 0:-------------------------
------------- 1 f ' 1 ,
Y! 1 V 1 1
,
16. 4 G 1 01 -------- -----T-------.__--
+----1------+ 01. Sa k 011
171 oll 0:-------+---__+_--__----_-
+-----E-------- - 0'1 G: 0:
is., G: 0;-------- -----}__--------+
}----'}------- 1
G: 01, Ok
i9l. O: 0:-------------------------+
+---_-r--_-.--- 0; 4` ' , 1
�0: 01 01-------+_---------------+
---------------__.--_------+-_----_--_-
'TOTAL 1 ;75550:
+-------------------------+----------+
DOUBLE VOL /Z' = 157771
CU. FT.
VOLUME OF EMBANKMENT = 5100
CU. YDS.
PLUS 1G SETTLEMENT = 510
TOTAL = 5613
CU. YDS-
COMPUTED BY HANK GAY DATE
6/4/92

i 4?;E. 6+90
1 2 3 4 5 6 7 8 9
--------+-------+--------+----------------+--------+--------*--------*--------+---------
---------+
---------+
45.0: 53.0: 53.0: 47.6: 45.0: 0. 0: 0.0: 0. 0: 0. 0: 0.0:
1:
FwDi
1: 1575:
: 1D: 355: 45: 6c: 1D: 0: 0: 0: 0: 0:
3:
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3060:
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5:
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7:
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: 3040:
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+-------�
1 2 3 4 5 6 7 3 9
{—.---_—}.___—----------- _.i—______T_—___--.—__—__—_}_..— ------- +—--+---_—__—i__--___--
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: 41.3: 53.0: 53.0: 43.0: 41.3: 0. 0: 0.0: 0.0: 0.0: 0.0:
1:
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1: 343:
___---+---- --+_---_---i._-------- i-------_+_----_-"----------+-_______+-__-_-_-+
2,
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Z: 4929,
: 45: 83: 93: 105: 35: 0: 0: 0: 0: 0:
3:
4464:
3: :
i- --------+---------------+--------+----------------n--------+--------+---------
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4: Z160:
5:
0:
5: 0:
6:
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7:
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9:
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+----------
+---------
:
15M:
: 16=11
3 LINE- 5+00
1 2 3 4 5 6 7 a 9
: 41.1: 53.0: 53.0: 47.3: 41.1: 0.01. 0. 0: 0.0: 0.0: 0. 0:
_--------+--------t-------+ ------+-------+-------+-------}----------------+--------
: 105: 14D: 150: 164: 10v: 0: 0: 0: 0: 0:
--_-----+----------------+------------------------+-------+--------------+--------:
: 247:
+--------+
Z: 74Z0:
2:
795D:
3: 7095:
3:
S692:
4: 6740:
4:
496i :
5: 0:
5:
0:
6: 0:
6:
0:
7: 0:
7:
0:
a: 0:
a:
0:
4: 0:
9:
0:
: 268Z0:
:
Z7363:
---- ------
: 271:

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
BOB THORNTON
7680 Wean to Feeder
SR 1740
June 3, 1996
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowlec
e
J7 4 :•rL' �
�A1 e
M_ Fioyd AdarVP.Ez
1 jy; 3 Date
License No.
12273
All

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
BOB THORNTON
SR 1740
TABLE OF CONTENTS
ITEM PAGE
Lagoon Design Check List ..............................................
1
Design Summary ....................................................3
LagoonDesign .....................................................
4
Soil Investigation....................................................
7
Hazard Classification Data Sheet for Dams ....................................
8
Operation and Maintenance Plan ...........................................
9
Construction Specifications for Lagoons .....................................
11
Seeding Specifications................................................
13
Plan for Lagoon ....................................................
14
Typical Cross -Section of Lagoon .........................................
15
Typical Cross -Section of Lagoon with Liner ..................................
16
Plan of Excavated Waste Storage Pit .......................................
17
Volume Calculations .................................................
18
Waste Utilization Plan ................................................
34
Waste Management Facility Site Evaluation ...................................
42
Maps............................................................
44
A. Topo Map
B. Soils Map
C. Flood Plain Map
D. ASCS Map

CHECKED BY: AR. ;1o4.rl
i DATE:
LAGOON DESIGN CHECK LIST
.WA 1. Copy of 026 and maps if clearing involved.
2. Dam safety -
t a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage volumes -
✓ a. designed volume exceeds needs
✓ b. all temporary storage stored above seasonal high watertable
C. include statement from landowner when he requests no sludge storage
✓ d. minimum 6 feet treatment volume depth
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
✓ a. distances to nearest residence
b. road numbers
✓ C. north arrow
6. Hazard Classification Sheet (NC-ENG-34) -
✓ a. distance to nearest stream in event of dike failure
✓ b. distance to nearest public road in event of failure
C. topo map showing lagoon location and information to support a&b
7. Waste Utilization Plan
�C a. show all tracts & field numbers, field acreage, crops
b. signatures of producer & person preparing plan
.NIA C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
✓ d. ASCS maps of fields to be used for effluent disposal
✓ e. soil survey sheets showing all fields
f_ check suitability of soils for crops planned
g_ include attachment "B" on sampling procedure
8. Soil Investigation Sheet (SCS-ENG-538)
✓ a. minimum of three borings on Class N & V lagoons
✓ b. borings 2.0' below designed bottom of lagoon
✓ C. location & elevation of borings in relation to grid survey
-� d. seasonal high watertable
9. Seeding specifications included (lagoon dike and other exposed areas around buildings)

_✓
A(L
10.
B.
Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embanlanent slopes and surface water
diversions
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
d. soil borings location show
e. TBM location & elevation shown
f. existing utilities located (if applicable)
Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
c. side slopes shown
d. effluent outlet pipe invert elevation shown
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
g. liner shown - if required
Volume Computations
a. excavation
b. dike fill
C. pad fill
Summary Sheet
a. design requirements
b. excavation volume
C. fill volumes
d. cut -fill ratio
e. job class
Location of subsurface drainage (if present)
Presence of utilities addressed
Observation of cultural resources statement included
Operation is outside of jurisdictional limits of municipalities
2

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05/06i96
08:34 FMFiA CLINTON NC — 9105941912
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U. S. D[PARTiY[NT Of AGRICULTURE
ts. y.76 SOIL CONSERVATION SERVICJL
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
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MAY-06-1996 09t-7 910 590 3092 92'i
7
P.01

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Bob Thornton County Sampson
Estimated Depth of Water to Top of Date + 5.S Ft. Length of Flood Pool + 100 Ft.
Date of Field Hazard Investigation 516/96
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev.
Est. Elev.
Kind of ;improvements:
of Breach
Reach
': Length
Width
Slope Land Use
Improvements Above . Floodwater Above
Flood Plain
Flood Plain
Ft.
Ft.
% Wooded
None NIA
NIA
1
100
50
<1%
2
3
'
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. _ A sudden failure of the structure will not cause significant damage to anv
improvements. The immediate surrounding area is flat in topography, therefore the flood wall will
Quickly dissipate. The structure is + 1 200' from an un-named tributary leading to Six Runs Creek and
+ 2 200' to SR 1740.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (1, II, III, IV, V) III
By ✓"/.ad
M. Floyd Adams " .E.
Date June 3 1996
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Top Vid
Confinement Bldg.
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RIP -RAP, FLEXIDLE PIPE OR OTHER SUITAHE HATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT
HOSION OF CLAY LINER

1
PILL
AVIAACE GROUND
VARIABLE
SANDY RATER I A L
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1.5 FEET THICI
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t
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SANDY CLAY —CLAY
AV6RACE DEPTH TO CLAY X FEET THICK X DISTANCE -~ calsiC FEET CUBIC YAM
27 CUBIC FEET/CUBIC YARDS
NTE: INEN AREAS OF UNSUITABLE MATERIAL ARE ENCOWTERED, THEY WILL HEED TO BE EXCAVATED A MINIM M OF
FEET BELOW GRADE, BACKFILLED AND COIWACTED MIT" A SCS APPROVED MATERIAL (SC, CL, CI1).

U. S. WARTNUT Or AGRICMTLOE
Solt Cmaervatlan swvia
RC-ENG-4A
• Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:- BoB j HoAn To n Date : _ 513 194.
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I it i

IRII
WASTE UTILIZATION PLAN
REQU= SPECIRCATIONS
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
2. There must be documentation in the design folder that the producer either owns or has a notarized 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
waste. he/she shall provide a copy of a notarized 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 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_ Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 3 93-Filter Strips)
5. Odors can be reduced by injecting the waste or disidng after waste application Waste should not be applied when there
is danger of drift from the irrigation field
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" for guidance.)
7. Liquid wage shall be applied at rates not to exceed the soil infiiLration 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 surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from animal waste should also be considered
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 a 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 from any perennial stream or river other than an irrigation ditch or canal.
MRCS, NC
37 RJNE, 1996

EXHIBIT A-7
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste other than swine waste from facilities sited on or after October 1, 1995, 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 from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animals 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 it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall beat agronomic rates
and in a manner that causes no runoff or drib from the site.
15. 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. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it should only be applied prepiant with no
further applications of animal waste during the crop season.
21. Highly visible permanent 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_
22. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan_ Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
MRCS, NC
38 RUNE, 1996

North Carolina Agricultural Extension Service
Agri -Waste Management
.. _:•.�- r. NT39FIFUTMIUM
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker
I. SAMPLE COLLECTION •
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC
39

Attachment B
Page 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe to flush tanks in a nonmetallic sample container.
ii. -From Lagoon
a. Place a small bottle (1/2 pint or less) on end of
10-15"pole.
b. Extend bottle 10-150 away from bank edge.
C. Brush away floating scum or debris.
d. Submerge bottle with 1' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times —
around lagoon, mix and add 3/4 pint to nonmetallic_
sample container.
D. Broiler or Turkey Litter
i. House Litter
a. Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b. -Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar visual quality is around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
C. At each location, collect litter from a 611 by f"
area down to earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii. From Stockpile
a. Take subsamples from about 5 locations at least 18"
into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal.
-I. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.
40

B.
C.
D.
E.
F.
G.
Attachment B
Page 3 of 3
Pack sample in ice, refrigerate, freeze or transfer to lab
quickly.
Hand -delivery is the most reliable way of sample transfer.
If mailed, protect sample container with packing material such
as newspaper, box or package with wrapping paper and tape.
Commercial sample containers and mailers are also available.
Contacts:
L A&L Eastern Agricultural Lab. Inc.
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
i. Fisher Scientific Co
3315 Winton Road
Raleigh, NC 27604
iii. Polyfoam Packers
2320 S. Foster Ave.
Wheeling, IL 60090
Ph: [phone]
iv. NASCO
901 Janesville Ave.
Ft Atkinson, WI 53538
Private analytical labs are also available, but sample analysis
costly. -
The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. 0. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Ray Campbell
ii. Forward $4.00 along with the sample.
Include the following identification information with
sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock -usage (swine -nursery, finishing; turkey
breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
C. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
•
iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe,
Mn, Zn, Cu, B
v. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb
41

United States Natural
Department of Resources
Agriculture Conservation
Service
WASTE HANAGENEM`1T F kCILIIY SITE EVALUATION
G NERAL Ll1FOR.NLAXION
Na.41f ,,,�� i�ayrr4n n
�'a• ,I AX %pis
.E?H0NE ?Its - 594.
5amg2fo,. Ca .
SIB OPERATION TCcS _ _ WQw,, jn EmAkr
LOCATION DATA
DISTANCE F OM , r i R=E iCr NOT OWr7£D BY PRODUCER 2, t zg Fr.
DISTANCE i.W.M NEAREST ?L'BLiC F'ACIIITY (school, church. cm) Soo FT.
IS S1TE W 4-.=T 100-YE.ARFLOOD PL.ALN?
YES ;i0 ✓
If _yes, MRCS cannot provide assistance
_
IS Sr-E AT LEAST 100 FZ FROM A "BLUE LINE" PER-r'. NIAI S
YES NO
If no, site must be relocated
_✓ _
IS SITE V7r-Lh12N I MM2 ZONWG 7L'R 1CTION OF A 1TUtiiC2AI3rY7
YES NO
If yes, landowner should consult with local zoning board about required
peraits. Permits must be obtained prior to design approval.
ARE iJITI.IiIES IN CONS I RUCTION AREA?
`-'ES _ NO
If yes, see Put 503 of the ?National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
W-IT-0DS
WILL SITE 1NVOLVE CLEARING WOODLAND OR ANY NON-CROPLa,ND? YES _ NO _✓
If yes, producer must complete Form NRCS-CPA--38 (Request for Certified
Wetland DeterminationMeline2tio4
WXLL ACTION RESULT IN SWAMPBL= NG? YES NO ✓
NC-CPA-17
RFI_ i, 2-0-6
IF WETLANDS ARE INVOLVED, T IS 17M RESPONSIBILITY OF THE PRODUCER TO CONTA.Cr THE US ARMY CORP OF
LNGINEERS AND Tr1E DrVISION OF M-IVIRON%=AL XiANAGF..MFNF TO DETERMINE IF PERUM ARE REQUIRED_
IF 7VE31ANDS ARE INVOLVED. THE PRODUCER SHOULD NOT CLEAR ANY LAND UNT'L A WETLAND DELLYE.siTION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, NRCS will provide assistance only if the functions and values lost are fully
mitigated For natural wetlands greater than one acrt in size, MRCS will provide assistance only after a
rigorous sequencing process to include avaidanca, minimization of impacts, and compensatory mitigation is
carried out in that order of Dreference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITii PRODUCER.:
• PREDOMLYANT WI.YD DMECTION? YES NO
• PREC: AACI,i 1G L AGOON Wr7H 'r-tFSH wA i z..^ti 70 AT I.E_AST 1/2 YES ./ NO _
OF THE CAPACiiY7
• USING GOOD SOT -ND IUDGM--NT LN La sD APPLIC.a i ION YES / NO
OF WASI Z?
42

NC-CPA-'17
REV. t, 2-96
Page 2
OTHER I;.XV-IAONNMN-rAL FACTORS
IS FNDANGE-RED AND/OR THREATENED SPECMS HABr. AT PRFSENT 7 YES � VO ✓
IS A DESIGNAMIED NATURAL SCENIC AREA INCILMED IN THE PLANNING AREA OR
WII' PLANNED ACTIONS aIPACT ON AN dNDJACMIrf NATURAL SCENIC AREA? YES � NO �
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATr"T). LN iIM PLANNED AREA? YES ^_ NO
ARE THERE ?R.'if - UN, IQUF, STATE OR LOCALLY LAPORTANT FAR!%a ANDS IN THE M NO
OPERAIING U.N
WILL. ThM .AC710N RESLLT IN SODBUSTLNG? YES _ NO -�
If the answer to any of the above is yes, NRCS will not provide tecbnicmi
assistants unless ageucv policv is followed.
WASTE NLANAGMd&NT
DOES PRODUCE; OWN ENOUGH LAND TO PROPERLY LAND APPLY AL, WASTE
INCLUDING SLLWF, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY'
IF NO, DOES ?RODUCER HAVE ACCESS TO MORE "ND?
IF LAND IS NOT OWNED BY PRODUCE CAN PRODUCER GET AGREz" AENT ON LAND
ON WHICH TO APPLY WASTE?
(Attach Waste U lization Plan to site evaluation.)
SOIL D(VESMATION - V,ALM ONLY IF SOIL LNVESTIGAnON
SE= ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A LINER REQUIRED?
TYPE OF LdNER TO BE USED:
IF CLAY LLNERIS TO BE USED, IS SUITABLE CLAY AVA AB E ON
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY7
IS A CORE TRLNCH REQLT=?
(Attach Soil investigation sheet to site evalnati*IL)
IS SUBSURFACE DRAIN TILE PRESENT7
(If yes, tale must be removed or plugged)
YES --- NO
YES NO
YES� NO
YES NO
M ,/ No
CLAY .--'BENTONTIE SYN"T=1 C
YES _/ NO
YES _ NO
YES NO
YES _ NO
SITE APPROVED YES V NO CONDITIONAL.
COMMEN'iS _ L.nt+r �T4�
THIS SITE INNVEMGATION IS VALID FOR TWELVE MONTM FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED W MiIN TWELVE MOti MS, a NEW SITE LNr=GATION WILL BE REQUMED. sc
SIG, iXi L tZz. Af DATE _�Lj 3j,9a
V Changes in the local or state law or changes in the standard could require a new site investigation.
43

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