090169_CORRESPONDENCE_20171231

NORTH CAROLINA
-�
Department of Environmental Quo

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: q - o County: -[i..
Facility Nam
Certified Operator Name:
lle%a al , .- / / r
Operator # /�f
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): I
Spillway (Yes or No): 00
Level (inches): -I
2. Check all applicable items
Liquid le I is within the designed structural freeboard elevations of one or more structures. Five
an 30 da Plans of Action re attached. Hydraulic and agronomic balances are within
acceptable ranges. yrs�rc G.
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
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility, j
3. Earliest possible date to begin land application of waste:
I hereby certify that I 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.
Chardes &1-)Jes
Facility Owne
nager (print)
Facility Owner/Man
(signature)
Phone: 910- 8% -a94a
Date: �yf - �lP
PoA Cover Page 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND10R 25 YRJ24
C HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 1
line m =
1485.7 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+6+6= 1485.7lbPAN
III. 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)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1754
12
small grain overseed
1.60
100.00
160.0
10/1 - 3131
1754
14
small grain overseed
1.60
100.00
160.0
1011 - 3131
1754
15
small grain overseed
9.20
100.00
920.0
1011 - 3131
1754
6
small grain overseed
4.00
100.00
400.0
1011 - 3131
1754
8
small grain overseed
1.60
100.00
160.0
1011 - 3131
'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 (sum of column t) = 1800.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line In from section II) 1485.7 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1800.0 lb. PAN
y. Overall PAN balance (w - x) _ -314 lb. PAN
Will begin pumping as soon as field conditions permit.

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): 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 x line d x 7.48 gallons/fe
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
7.0 inches
19.0 inches
12.0 inches
7$408 le
586492 gallons
.I
180 days
g. volume of waste produced according to structural design 105497 ft3
h. current herd # F 3-2-0-01 certified herd # 3200
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 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/2/2018
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
105497 ft'
�0 ft3
48020 ft3
191385 gallons
1.91 lbs/1000 gal.
1486.7 lbs. PAN
PoA (30 Day) 2/21/00

MAR 2 4 ZOOS
D� A�VILL�RE6i0lJ�LU�11
RECEIVED) DENR I DWQ
pQUI�F�'>'Rn��cr�o>s ION
MAR 16 2049 GILLESPIE FARMS - GROWER #285
CHARLES & LEROY GILLESPIE
4 (800) FEEDER TO FINISH
STATE ROAD #1705 - BLADEN COUNTY
MAY 2 3 1995
Giro)
01"C.11UNS: TAKE HIGHWAY 701 SOUTH TO ELIZABETHTOWN. AT
FOURTH LIGHT TAKE A LEFT ON MERCER MILL ROAD (SR #1700). AFTER
APPROXIMATELY 4 MILES TURN RIGHT ON DEWITT GOODEN ROAD (SR #1705).
FARM WILL BE AT END OF ROAD.
MAILING ADDRESS: SHIPPING ADDRESS:
GILLESPIE FARMS GILLESPIE FARMS
RT 1 BOX 210B STATE ROUTE #1705
ELIZABETHTOWN, NC 28337 ELIZABETHTOWN, NC 28337
WORK: [phone]
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET - P.O. SOX 487 • WARSAW, N.G. 28398-0487 • OFFICE: [phone] - FAX: (910j 293.4726

Sail Conservation 5ervice ae remer i.7ou
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
landowner Cal Gl�3PI E LAJ) E AJ
Community or Group. Na.• •' Canservatiorr Plan No.
Estimated Depth of Water to Top. of Dam Ft.' Length of Flood Pool OD Ft.
Date of Field Hazard Inves<tigaticri /Z—
Evaluation by reach of flood plain downstream to the paint of estimated minor effect
from sudden dam failure_
: ev. eva an
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
_ fvjo_ d ZZM7 -tr ZW Lass of G/FE a,"' 577-0&7or 61 - --
Hazard Classification of Dam a, b, c) (see Nat -Part 5ZO.21) .—M.L
Dam Classification (I, II, III, 0 V)
By.
tle
Concurred By '�.t ,� _
(nam--� t t
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as needed.
Date — �P-S•
Hate -I,— / G 9s

1.1
T Nutrient Management Plan For Animal Waste Utilization
01-23-2001
This plan has been prepared for:
Charles Gillespie Finishing
Charles Wendell Gillespie
874 Dewitt Gooden Rd.
Elizabethtown, NC 28337
910-645-4452
This plan has been developed by:
Samuel G. Warren
NRCS/Bladen SWCD
122 Agriculture Service Center
Elizabethtown, NC 28337
910-862-3179 Ext. 3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
1-24- of
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: J /— 2y'-, a I
Technical Specialist Signature Date
--- - -- ... ......................
527557 Database Version 1.06 Date Printed: 01-23-2001 Cover Page 1

' Nutrients applied in'accordance with this plan will be supplied from the
following source(s): '
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,224,800 gals/year
by a 2,400 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5127
Incorporated
8806
Injected
9697
Irrigated
5573
Actual PAN Applied S— lan
Year 1
5678
Notes:
In source ID, S means standard source, U means user defined source.
...----------------------------------------------------------------------------- .......................... .........
....
Preview Database Version 1.06 Date Printed: 01-26-2001 Source Page 1

Narrative
Landowner has "depopulated" plan to 3 houses, 2400 head finishers and requested plan revision
accordingly. All field rates "grandfathered" in, but adjustments made for WA determination. Field #15 is
Dunbar and Gritney soils, but used lower rate (Dunbar) as general soil type and kept the 5.3 ton/ac. yield
from old plan.
.. .. ............................................................................................
Preview Database Version 1.06 Date Printed: 01-26-2001 Narrative 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 or
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 Ievels of this nutrient are detected in a field.
Waste Utilization Table
Year l
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
C
RYE
RYE
Unit
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
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
ibs/A
1000
l/A
tons
1000 als
tons
1754
12
S7
Dunbar
1.6
1.6
ermuda Hay
5.0
Tons
*4/1-9/30
' 250
0
0
Irri .
250
99.8
0.0
159.7
0.0
1754
12
S7
Dunbar
1.6
1.6
mail Grain Overseed
1.0
Tons
10/1-3/31
50
0
0
Irri .
50
20.0
0.0
31.9
0.0
1754
14
S7
Gritne
2.1
1.6
ermuda s Hay
5.5
Tons
*4/1-9/30
* 275
0
0
Irrig.
275
109.8
0.0
175.6
0.0
1754
14
S7
Gritney
2.1
1-6
mall GrainOverseed
1.0
Tons
1011-3131
50
0
0
Irri .
50
20.0
0.0
31.9
0.0
1754
15
S7
Dunbar
15.0
9.2
ermuda s Hay
*5.3
Tons
*4/1-9/30
265
0
0
Irrig.
265
105.8
0.0
973-3
0.0
1754
15
S7
Dunbar
15.0
9.2
mall Grain Overseed
1.0gTons10/1-3131
50
0
0
Ini .
50
20.0
0.0
183.6
0.0
1754
6
S7
Gritne
4.7
4.0
ermuda s Hay
5.5*4/1-9/30
* 275
0
0
Ini -
275
109.8
0.0
439.1
0-0
1754
6
S7
Gritne
4.7
4.0
mall Grain Ovenseed
1.01011-3131
50
0
0
Irrig.
1
50
20.0
0.0
79.8
0.0
1754
8
S7
Dunbar
2.7
1.6
errnuda Hay
5.0*4/1-9I30
* 250
1 0
0
Irrig.
250
99.8
0.0
159.7
0.0
--------------------- ------------------ -- --- - ------------ . - - -------- - ---------- - - ...... - ---- ------
Preview Database Version 1.06 Date Printed: 01-26-2001 WUT Page 1

Waste Utilization Table
Year 1
Tract
Field
Source
l.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
pbs/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
I Ibs/A
1000
I gal/A
tons
1000 is
tons
1754
81
S71
Dunbar
2.1
1.5
15niall Grain OvmcedJ
1.0
Tons
1011-3/3)
50
01
0
1 Irri
50
20.01
0.0
31-9
0.0
Lagoon Liquids
Total Applied, 1000 Ions
2,267
Total Produced, I WO Iions
2,225
Balance1000 211ons
42
Manure Solids
Total Applied, 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.
- --- ------------------------ -- ----- . - -------------------------- - ----------...-- .--------------------------- - ....... ... .....
Preview Database Version 1.06 Date Printed: 01-26-2001 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
inchesthour
Application Amount
inches
1754
12
Dunbar
0.50
0.96
1754
14
Gritney
0.40
0.96
1754
15
Dunbar
0.50
0.96
1754
6
1 Gritne
0.401
0.96
1754
18
1 Dunbar
1 0,501
0.96
-- -•---- • --••---....-....................... ..
527557 Database Version 1.06 Date Printed: 01-23-2001 IAF Pa e 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
Ib/ac
Maximum Sludge
Application Rate
1000 al/a
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
40.12
80.23
120.35
Hay 6 ton R.Y.E.
3001
26.32
20.06
40.12
60.17
Soybean 40 bu
160
14.04
37.61
75.221
112.83
........... ....... .................................... ----------...---•-----•----.....--....---•---------------------------------------.......--- ......
527557 Database Version 1.06 Date Printed: 01-23-2001 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
1 9/1
180
Plan Year
Month
Available Stora a Ca aci (Days)
1
1
84
1
2
75
1
3
63
1
4
57
1
5
75
1
6
94
1
7
112
1
8
130
1
9
124
1
10
100
1
11
85
1
12
69
* Available Storage Capacity is calculated as of the end of each month.*
------------ ------------------------------ -... ---------------------------------- -...................... -----..---....................-.....----.... ..... ......
527557 Database Version 1.06 Date Printed: 01-23-2001 Capacity Page 1

Required Specifications For Anima! 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).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
.........-------------------------- ................................................... .................................. ........... -- ...--...
527557 Database Version 1.06 Date Printed: 01-23-2001 Specification Page 1

rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at
least 50 feet from any residential property boundary and canal. Animal
waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other'property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
------- - --- --- --- - -- ----- -1-- -----
527557 Database Version I.06 Date Printed: 01-23-200I Specification Page 2

r 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
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
-------- --- --- ---- -------- ---- .----- ..-.......-.-_-
527557 Database Version 1.06 Date Printed; 01-23-2001 Specification Page 3

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 shalt 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.
............. I ------ ------- --------------- ...................................
527557 Database Version 1.06 Date Printed: 01-23-2001 Specification Page 4

Crop Notes
The following crop note applies to field(s): 12, 15, 8
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of
Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 12, 15, 8
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the Bermuda prior to August
31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If rye growth is
harvested on time and does not significantly shade the Bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of bermuda. A harvest is required prior to heading or April 7, which
ever comes first. This is necessary to minimize the potential for shading bermuda and reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
.... ...........••----•------ ---...-.......---- ---------------------------------------------------- .---...-.....-..------------------------.... ....
527557 Database Version 1.06 Date Printed: 01-23-2001 Crop Note Page 1

corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time Bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
The following crop note applies to feld(s): 14, 6
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac; in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts. Reduce
N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of
Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 14, 6
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the bermuda prior to August
31. An application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If rye growth is
harvested on time and does not significantly shade the bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of bermuda. A harvest is required prior to heading or April 7, which
ever comes first. This is necessary to minimize the potential for shading bermuda and reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
-------•-------------------------- ........................................... -- ....---------....-- ... --....... --------
527557 Database Version 1.06 Date Printed: 01-23-2001 Crop Note Page 2

should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September
15 and October 30. An additional 501bs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the Bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
--------------------------------------------------------------------------------------------------------------------------------------------------
527557 Database Version 1.06 Date Printed: 01-23-2001 Crop Note Page 3

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Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31., 2000
1. If this facility can comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Sprayfields (*) (Check appropriate boxes.) --
[] A. acres of cropland. List crop types used:
[] B. acres of hardwood woodland @ 100 lbs PAN / acre added.
[] C. acres of pine woodland added @ 60 lbs PAN / acre added.
3. Summer Perennial Grass (Check appropriate box.)
0 A. Application window extended for acres of perennial grass until first killing frost. �� ���
.,AB. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost. '�l'�
PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.) ' Lag
[] A. PAN application' increased up to 200 lbs per acre for acres of small grains or winter grasses to be harvested.
B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3. B.
. �' ter►- .
5. Waste Analysis (Check appropriate box.)
0 A. Prior to December 1", 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the first 25 year 24 hour storm event. (Current waste analysis must be used after Dec. I" .)
(] B. Use current waste analysis to determine PAN.
® ai�red -Maximum Nitrogen Utilization Measures for Small Grains and inter Grass
1 ✓A. Use, of higher seeding rates, I!
VB. Timely harvest of forage to increase yield, and
,1C. Irrigating during periods of warmer weather.
Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner / manager is required to manage the movement of animals to and from the facility to minimize erivirormentaI
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface,waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner / operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number-L A -! i I
dlarle2 La. (Y'j"ec !0,
Facility Owner/ Manager Name (PRINT)
- _ �e��tYc!✓��
Facility Owner / Manager Sig attire
Date ` C
Facility Name
Technical Specia ' t Name (P T)
A (�, C,
Technical Specialist Signature
Date (1—Z7-- � I
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/10/1999 -A4 eAahS". t� m/L U,'//e.1'p;e C— )r%z3/5'S C , ru-.11,

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin ,
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 55.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 53.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 153517 cubic feet or
1148310 gallons.

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC.LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY 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.
s'

Operator:Gillespie Farms County: Bladen Date: 05/12/95
Distance to nearest residence (other than owner): 1500.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs,
= 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
3200
head
(finishing
only)
x
135
lbs.
- 432000
lbs
0
sows
(farrow to
wean)
x
433
lbs,
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
Describe other :
0
Total Average Live Weight = 432000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 490.0
Inside top width (feet)---------------------- 168.0
Top of dike elevation (feet)----------------- 57.2
Bottom of lagoon elevation (feet)------------ 45.2
Freeboard (feet) ------------------ ----------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 484.0 162.0 11.0
AREA OF TOP
LENGTH * WIDTH =
484.0 162.0
AREA OF BOTTOM
LENGTH * WIDTH =
418.0 96.0
78408 (AREA OF TOP)
40128 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
451.0 129.0 232716 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM)
78408.0 232716.0 40128.0
DEPTH/6
1.8

Total Designed Volume Available = 643962 CV. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
490.0 168.0 82320.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82320.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume Y 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume W 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 W 7.0 inches

Volume = 7.0 in * DA / 12 inches per foot
Volume 48020.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51450.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
48020
cubic
feet
5D.
51450
cubic
feet
TOTAL
204967
cubic
feet
6. SUMMARY
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25 year - 24 hour rainfall===== =========m==>
Freeboard======================= ============>
Side
Inside top length===========================>
Inside top width=============_ =============>
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume========================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev. =========>
Must be > or m to min. req. treatment el.=>
Required minimum treatment volume===========>
Volume at stop pumping elevation===========>
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
490.0 feet
168.0 feet
57.2 feet
45.2 feet
636967 cu. ft.
643962 cu. ft.
48.5 feet
53.3 feet
48.5 feet
51.2 feet
432000 cu. ft.
432585 cu. ft.
L+$ 9 l 7, ) 7 0
r'

Start pumping elev._________________________> 55.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 592512 cu. ft.
Volume at start pumping elevation=====____==> 590022 cu. ft.
Required volume to be pumped ---------------- > 153517 cu. ft.
Actual volume planned to be pumped==========> 157437 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:'.'I- ��f( - A 0 '"01,11".
DATE: Z DATE: SSIQN�9
SEA
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 4. i
COMMENTS:

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

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted'liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of'10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC,.CL, or CH.

ExC -
.� /446 9 cY
FILL =
PAD 42 0 CY
DIKE f 0o CY
/Io o o
+ 10%
1 100
TOTAL:
%21 100 CY
C:r
C ;t -/
COMPUTATIONS
BY:
(1./�O SS - 5-.r
TYPICAL X—SECTION
0
SEE NOTE 3
SEE NOTE. 2
NOTES:.
1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERAL
DEPTH. LINER FOR THIS LAGOON TO BE S '
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.;
3) WALK AND LOADING AREA TO DE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN.• 7- FROM REAR OF BLDGS;
FILL TO BLDGS BEFORE EOUIP MOVES -OUT (WORK TO BE
COORDINATED W/ 13LDG CONTRACTORS).
TBM ELEV. .50,001
NAIL IN:__,._..:.�.__�____
CORE TRENCH
SEE-.. SOIL - SHEET -
FOR DEPTH
SITE Co o 'O O `Es
A/

Soil Conserva9r �1,Vrvk8 \Nune91) Charles Gillespie
Rt. 1
Fj1GHLV'ERODIBLE LAND AND WETLAND Elizabethtown, NC 28337
c6NSERVATION DETERMINATION
4. Name,of USDA Agency or Person Requesting Determination
F
5. Farm No. and Tract No.
3/13/95
3. County Bladen
.. T#1754
6. Is soil survey now available for making a highly erodible land determination? Yes ❑c No ❑
FIELD NO.(s)
TOTAL ACRES
=�
7. Are there highly erodible soil map units on this farm? Ye No ❑
i=,f, ' :.'
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
t r C. e 1
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10, This Highly Erodible Land determination was com leted in the: Office j] Field ❑77,771
`•:
SECTION 11 - WETLAND
FIELD NO.(s)
TOTAL ACRES
2.: •-;ti". ;
11. Are there hydric soils on this farm? Yes No ❑
12. Wetlands (W), inctuding abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wallands that were converted prior to December 23, 1985, The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions u6less
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
al the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wallands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990, You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA), Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The olanned alteration measures on wetlands in fields are considered
maintenance and are in comDlfance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and it
instalted will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office field M
land was delivered❑ mails to the person on
28. Remarks.^LLA S +'l C'•,� - l +t � �i.�r� yr of �J; ��� f +f} ��r V L r`
cx- , l.E..`Je-
r t4"as 6 1z e i+/" [,/e,s Iz ! r '
29. 1 rerrif r rlrw tier uhr+� c dcrcrnrinurirm is cr+rrerr a+rd adequate f +use in dereinin;d, 30. Signature of SCS District Conservationist 31. Date
rlitihilirr flu USDA progrum hencjirs. u+rd rlrur ,rerland hydralo,4 r, hrrb'ic soils.r+a
Jnzlr r phrrir se,�erurion under normul eirrunrsianc es exist on all areas outlined as
44'erlunds. Farmed 1,Vedaerds. and Farmed 44'erlunds Pasture.
Assistance and programs or the Soil Conserveflon Service available without regard to race, religion, color, sex, age, or handicap.

I P­
NI,
A
'A" e

mraf
on;
il
4�o
Us SAN A-
jv
nY,_
14,
WTI
wif. . ....... . ...
M

I
Ike
j0Z
05' a w
00
1700. A'
MT OLIVE
HarnMOnd
Stole

0
Grower:
Operation: 3-¢ C-'1_N
State Road # % (Js-
Date:
Lounty; ,��}D��/
Distance to nearest residence:
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland information: ltZ+.srr /�67,_
Comments:
5easonai nzgn water Taple
Borings made by:
Signature & Title:

V ettabre a eterriunat�on
zl`Tame of Facility lea r.tre5 =dal eg19, h s�ie-4 ~ Facility Number. 61 46 y - -
L910 1' 2
Vlatling Address r•rn
�Bysa inb this -form, the facility owr►er-and_Technicai.Specialist ack:nowled e tie completion of the
Z-_ . --
Pe�iable Acres Determination.47.
17 necess'aiyWettable Acre Deterrriination Feld ,ata`Sheets and.._...__
r _.___�....�alculation_s were completed_to,•conducfE-Wcttable:Acre Determination The faclity's:_Waste._
- Uniization P]aneen amended as necsary.to-reflect actual wetted acreage-A.cop`oia1C _ -
_. _.
r �w.vrksheets, calculations; :and -.other Wettable -Acres Determination documents, a]on'a with --the::- '
appli: able VLraste-Utslizat�c3n-Plan grid W6ttable Acre_Determination Certification will be fried with ---
_ _ _
,.he local Soil and Water �onservat�on�I]istnct.: A copy will also be kept on site with the -Certified
-- - �.
Animal_:Waste=lvlanaement:Plan.. _ Any_futZrre modifications must.be_approYed_b�_a=technical -
., — -==specialist and -fled -with tne-S6i1,'and-Water-Conservation District prior to implementation -If any -
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist ,or
Professional Engineer has certified the design and installation below.
-
.-, -
�OwnerSiCnature: ����d /c�.• `%12=Date: - O 1
Technical Specialist Name:
'Technical Specialist Signature: _ --_� Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been desic-rned or modified to apply «,ante as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature:
Submit this form to:
Attn: Sonya Avant
_:,..=Discharge Compliance Unit
Division.af Water-Qua]iry.-
_- - 1611-Maii_Serv_ice Center
-Raleigh, M 27b994617
_.�_.
WADC - 7/99 -
Date:

..,' State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 24, 1998
Charles W. Gillespie
Gillespie Farms
1 Box 210-B El RECE EU
Elizabethtown NC 28337
Dear Charles W. Gillespie:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
E P 2 8 1998 Subject: Certificate of Coverage No. AWS090169
Gillespie Farms
FAYETTEVILLE Swine Waste Collection, Treatment,
REG. OFFICE Storage and Application System
Bladen County
In accordance with your application received on August 25, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Charles Gillespie, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with General
Permit AWG100000. This approval shall consist of the operation of this system including, but not
limited to, the management of animal waste from the Gillespie Farms, located in Bladen County, with an
animal capacity of no greater than 3200 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. 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, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals -above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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 143-215.6Cincluding civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
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

Certificate of Coverage AWS090169
Gillespie Farms
Page 2
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely
'GA. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
BIaden County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File -Central Files
Permit
File-NDPU

State of North Carolina !'
Department of Environment and Natural Resoulf@bEiVED
Division of Water Quality WATERpUAU7YSECTIo��
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGIN JWJg�19
General Permit - Existing Liquid Animal Waste
Nort-Disch�,
The following questions have been completed utilizing information on file with�UVfton. Please
review the information for completeness and make any corrections whNe ap ' f a
question has not been completed by the Division, please complete as be
sposs�e. ave
any question unanswered.
1. GENERAL INFORMATION: 149�
1.1 Facility Name: Gillespie Farms
1.2 Print Land Owner's name: Charles GillespieC.
1.3 Mailing address: Rt 1 Box 210-B
City, State: Elizabethtown NC Zip: 28337
Telephone Number (include area code): 910-645-4452
1.4 County where facility is located: Bladen
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):
1.6 Print Farm Manager's name (if different from Land Owner): cii}P—it ,S 6-11 fS5 , or
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Brown's of Carolina, Inc.
1.8 Date Facility Originally Began Operation: P- it, . qs
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 09 (county number); 169 (facility number).
2.2 Operation Description.- note not Swine operation
-Fee- er to Finish
3200- Certified Design Capacity
Is the above information correct? E�es; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for 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
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder {# sow)
Farrow to Finish {# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 09 - 169

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): Required Acreage (as listed in the AWMP): 30.4
2.4 Numbe of lagoons torage ponds (circle which is applicable): j
2.5 Are subsurface drains present within 100' of any of the application fields? YES o(0) (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES o O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR Stan ards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3 — a e- 9
What was the date that this facility's land application areas were sited? 3� r 4tS
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
item.
Applicants Initials
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;
W.
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.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98
Page 2 of 4 09 - 1169

Facility Number: 09 - 169
Facility Name: Gillespie Farms
WA a efV ED
140.2 7Y,sECnON
S 1998
4. APPLICANT'S CERTIFICATION: No�Dlsah$lgs
I, (Land Owner's name listed in quest attest that
this application for (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 be returned to me as incomplete.
Signature
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for {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 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 5/28/98
Page 3 of 4 09 - 169

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/")
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
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Wiustoa-aalmn, NC 27107
[phone]
Fax [phone]
Alamanee Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyreil
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Ir+edell
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
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: AWO-G-E 5/28/98 Page 4 of 4

IOW, KqSl
A0U!NA
d'
GILLESPIE FARMS - GROWER #285
CHARLES & LEROY GILLESPIE
4 (800) FEEDER TO FINISH
STATE ROAD #1705 - BLADEN COUNTY
DIRECTIONS: TAKE HIGHWAY 701 SOUTH TO ELIZABETHTOWN. AT
FOURTH LIGHT TAKE A LEFT ON MERCER MILL ROAD (SR #1700). AFTER
APPROXIMATELY 4 MILES TURN RIGHT ON DEWITT GOODEN ROAD (SR 01705).
FARM WILL BE AT END OF ROAD.
MAILING ADDRESS: SHIPPING ADDRESS:
GILLESPIE FARMS GILLESPIE FARMS
RT 1 BOX 210B STATE ROUTE #1705
ELIZABETHTOWN, NC 28337 ELIZABETHTOWN, NC 28337
WORK: [phone]
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET • P.O. BOX 487 • WARSAW, N C. 28398-0487 - OFFICE: [phone] • FAX:[phone]A726

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Operator:Gillespie Farms County: Bladen
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 05/12/95
1500.0 feet
0
sows
(farrow to
finish)
x 1417
lbs. _
0
sows
(farrow to
feeder)
x 522
lbs. _
3200
head
(finishing
only)
x 135
lbs. -
0
sows
(farrow to
wean)
x 433
lbs. -
0
head
(wean to feeder)
x 30
lbs. -
Describe other
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0
lbs
0
lbs
432000
lbs
0
lbs
0
lbs
0
432000 lbs
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Voiume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 490.0
Inside top width (feet)---------------------- 168.0
Top of dike elevation (feet)----------------- 57.2
Bottom of lagoon elevation (feet)------------ 45.2
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
n
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 484.0 162.0 11.0
AREA OF TOP
LENGTH * WIDTH
484.0 162.0
AREA OF BOTTOM
LENGTH * WIDTH
418.0 96.0
78408 (AREA OF TOP)
40128 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
451.0 129.0 232716 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
78408.0 232716.0 40128.0
DEPTH/6
1.8

Total Designed Volume Available = 643962 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
490.0 168.0 82320.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 82320.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 48020.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 51450.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
48020
cubic
feet
5D.
51450
cubic
feet
TOTAL 204967 cubic feet
6. SUMMARY
Temporary storage period=====___============>
Rainfall in excess of evaporation=====______>
25 year - 24 hour rainfall====______________>
Freeboard====_______________________________>
Side
Inside top length=====______________________>
Inside top width____________________________>
Top of dike elevation=______________________>
Bottom of lagoon elevation====______________>
Total required volume_______________________>
Actual design volume=====______=_=_______=__>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.====_--=__>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume=====______>
Volume at stop pumping elevation =____=_____>
180 days
7.0 inches
7.5 inches
1.0 feet
3.0 : 1
490.0 feet
168.0 feet
57.2 feet
45.2 feet
636967 cu. ft.
643962 cu. ft.
48.5 feet
53.3 feet
48.5 feet
51.2 feet
432000 cu. ft.
432585 cu. ft.

Start pumping elev.====------=====R=====____> 55.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 592512 cu. ft.
Volume at start pumping elevation===========> 590022 cu. ft.
Required volume to be pumped================> 153517 cu. ft.
Actual volume planned to be pumped==========> 157437 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
' APPROVED BY : rmu�,��
7. DESIGNED BY:� -��`' .,
�tH CA.R� ��>n
DATE: �j` Z �5�� DATE: �S�OpN
BB a L n
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN,^
COMMENTS: C '�. N ..•
�yii��GORniS

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

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of -equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator{rocks]
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC,.CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY 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.

U. S. Department of Agriculture RL.-tnu-,Jy
Sail Conservation Service September 1980
• File Code: 210
HAZARD CLASSIFICATION DATA SHEV FOR
Landowneryl 4P/E ;': FrRq'4 ~CountyL►4 DEN
Community or Gro4p"No.' Conservatiorr'Plan No. .
Estimated Depth of Water to Top. of Dam / Ft.- Length of Flood Pool QD Ft.
Date of Field Hazard Investi gatiori
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. . ev . :Est. Elevation
Kind of : Improvements : of Breach
Reach: Length: Width: Slope: Land.Use Improvements : Above .-Floodwater Above
Flood Plain: Flood Plain
t. Ft. % Ft.
2 -
3 -
:
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sadden breach
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) .
Dam Classification (I, II, III, V)
By
e
Concurred By -f .. '5-
name ti tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date "12
Date

SOM-S {& SITE ` ..it.-S.YN
Grower:
Operation: - =/ C;,,f
state Road #
Date: _ /C:' i
County: "C &4:�c��`
Distance to nearest residence: ;;�, /`;-C'e'
Number of homes within. half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information: �� ' ,=� :� •7 Z._r % ? iY (e- 7.
Comments:
0�000�
�
a
�
o
* seasonaz coign water Table
Borings made by: �-
Signature 6 Title: L_ �_

4'
ExC =
_ 1446 9 • CY
FILL =
PAD C
DIKE f "o CY
I!� 000
+ 10%
1 /oo
TOTAL:
l -1 100 CY
COMPUTATIONS BY:
J
TYPICAL X—SECTION
SEE NOTE 3
SEE NOTE" 2
MOTES:. '
}) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERAL
DEPTH. LINER FOR THIS LAGOON TO BE S '
2) DIKE BEHIND DLDGS TO BE MIN. 0.5'.
HIGHER THAN OTHER PLANTED ELEV.:
sue:.., .
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN". 7' FROM REAR OF BLDGS;
F1L1_ TO BI.DGS BEFORE EQUIP MOVES OUT (WORK TO BE
COORDINATED W1 13LDG CONTRACTORS).
TBM ELEV. 50.00'
NAIL
CORE TRENCH
SEE- SOIL SHEET
FOR DEPTH .
SITE CONDITION NOTES
� F"

=MOLL =-N769MEM== pWLS �= ICA_CGN PGA N= GA 13=A== ?==LOTS-
,P�eaae set�M the eel+tad fa== to the n14••isioa df Sc.4+=rr--Xta1
the tre reva=aa Bids of t!3s fa=-
Name of f -q (Please primt):_��CCESO/E_Hfl ----- - - Y
Ad =ass : ac z o 2rkEMjgeAj Z9.39a Phone No.: 6y
c
o`
�� _
Fa-= location.: Latitude and Laagicude:' o ����, /�" (re ui;ed) . A1sc,
please accach a COPY of a county road map�with location identified. .
Type of cperation (swine, layer, dairy, etc.)
DesigZ capacity (n= er of 3zao
Average size of (12 month pcpulaciort avg.) : 32-o a
Average acreage r_eeded for land application of waste (acres) :
aaaa=aaaaaaazUMloa>wsaaaqaaa:seaaaaseaasaaesaaseaaaaaaaaaaaaaa>.aasasaaaavaaasaa>taaaa "
Tech.:_tcal Specialist Ca_-ti+ieatiaa
As a ter;- ical xPec;mist designated by the North Carolina Soil and Water
Conse, ration commission pu=sua r- to 1SA NCAC 67 .COOS, I ce,t'_¢y that the new or
e�a..ded a- ima? waste =anagemer_t system as installed for the farms named above
has ar. animal waste =a-^.agement plan that meets the design, cz. scructioa,
operation and maiztertance standards and specifications of the Division of
�-:vicar.-erstal Management and the USDA -Soil Conservation Service and/or the North
carali:ia Soil 'and date; Conservation Cornissian pursuant to ISA NCAC 2S.02I7 and
1SA NCAC 67 .0001-.0005. The folioairg e7lements and their correspend.-Ing Minimum
criear ia-1haue­-5eev ve;i1;ed by me or other designated technical specialists and
are iacluded in the plarz as applicable: mini,-= separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
qt�zntic_/ a-nd a._cunt of la_,.e, for waste utilization (or use of third pasty) ; access
or W-MersLip of proper waste application equipment; schedule for timing of
aTplicacior_s; application rates; loading rates; and the control of the discharge
of pollutancs from stor.—,.water ru,-zof= events less severe than the 25-yea=, 24-hour
storm.
Nara of Tec'=:.ca1 S lac at (Please $_intl 3IMM11
AffiliaticM. �iL �� < ]i 1)r 7A3q9
Address {A OF Phone No—
Signat>;r�- Date: rr�S
sa3aaassasya+L.r.r�xsa auaa Baasaaaaasaaseea�s>taaseaaaasasaaaaaaaaeaneaaaageaaas
Gwl"'.e;iv3may-as fA�Lazz-aL't
I (:re) ur-de=S�Zd the operation a-zd =a-, ntenance procedures established in the
approved an Loral waste management. plan: far the fa--m named above arid will implement
these procedures. I (we) )chow that any additional 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
Zavi_ar~ental Ma_ragement before the new a-^.iaals are stacked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface Waters of the state either through a man-made canveyance or through
runofffro= a story evert less severe than the 25-year, 24-hou= stor=. The
approved plan will be filed at the farm and at the office of the local Sail, and
Water Conservation District.
Na=.a Of r-N.=d C%--ft (Please Print) : rf i'? ti 1 'a �; I Lt FJ"a''1.E-
S�c,..atur8., •_..:..—�' } ��C.�•i.i. n.~�y' /%' . ).` Date:_
Hare a; ya-aga,=, i= di,fere_.t f_c= owner (Please print) :
Sig,atu=e : Cate:
Ects: A charge, in land ownership rem:±_es notification or a new certification
(if t_he approved plans is changed) to be sins=itted to the Division of
.vicar=e :tar Mamageme_zt wit! -.in 60 days of a title t=azsfer,
DE: CS-Z at'r. :Act w#

• State of North Cc Mina
Department of Environment,
Health and Natural Resources 4 s o
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary M
A. Preston Howard, Jr., RE., Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm:
Address:_ Z�ox_ Z/D �j SET, 7�ulr� Ne 433' County: /, L,4DEA/
Name of Land Owner (print): d9*kLiF5 61 L.LQSP! E
Signature (Land Owner): ii :� :,.. :+ _ 1 4_.�
Name of Technical Specialist Certifying (print): J l M Ititx >� V l�Son1
Signature (Technical Specialist): Date: �l, ` 9
All statements below that are initi pd by a technical specialist apply to the attached certification:
The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By(month/day/year) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased, prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non -discharge requirements.
The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS; however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application rates.
VAll of the permanent vegetation required by the waste management plan has not been
established as of the date of this certification. The producer agrees to establish the
vegetaaon.by _3a_ 6 (month/day/year), and to provide a temporary small grain crop in
case some pumping is required prior to the establishment of the permanent vegetation.
The landowner is responsible for notifying DEM in writing that the stated work that has a compliance
date has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
certaddn.doc
revised: 6-15-95
R0, Box 29535, Raleigh, North Corciina 27626-0535 Telephone [phone] FAX [phone]
An Eeuol Opportunity Affirmative Action Employer 50% recycled/ I My past-consurner paper

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Charles Gillespie
Gillespie Farms
Bladen
Feed -Fin
3200
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water 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 the 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. 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 DWQ regulations.
Page: 1

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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 not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases_ you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
3200 animals X 986 gal/animal/year = 3,153,600 gallons -
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
3200 animals X 2.30 Ibs/animal/year =
7,360.00 Ibs
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.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
IAc
Ibs N
Required
Time to
Apply
1754
7
Gr
C
5.0
50.00
2.0
250.0
500.00
Mar -Oct
1754
--7
Gr
L
1.0
50.00
2.0
56.0
100.00
S-April
1754
6
Gr
C
5.0
50.00
1.4
250.0
350.00
Mar -Oct
1754
-6
Gr
L
1.0
50.00
1.4
50.0
70.00
S-April
1754
8
Gr
C
5.0
50.00
1.5
250.0
375.00
Mar -Oct
1754
--8
Gr
L
1.0
50.00
1.5
50.0
75.00
S-April
1754
15
Dr
C
5.3
50.00
15.0
265.0
3975.00
Mar -Oct
1754
-15
Dr
L
1.0
50.00
15.0
50.0
750.00
S-April
1754
14
Dr
C
5.3
50.00
4.0
265.0
1060.00
Mar -Oct
1754
-14
Dr
L
1.0
50.00
4.0
50.0
200.00
S-April
1754
12
Gr
C
5.0
50.00
1.5
250.0
375.00
Mar -Oct
1754
-12
Gr
L
1.0
50.00
1.5
50.0
75.00
S-April
Total 25.4
Available N
*Difference
7905.00
7360.00
-545.00
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
Page: 3

through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop de C"o
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
0 Soybean
Lbs_N utilized 1 unit -yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N 1 ton
1.25 lbs N 1 bushel
12 Ibs N 1 ton
0.12 Ibs N 1 Ibs lint
50 Ibs N / ton
50 Ibs N 1 ton
1.3 Ibs N 1 bushel
2.4 Ibs N 1 bushel
100 Ibs N 1 acre
133 Ibs N 1 acre
2.5lbsN/cwt
2.4 Ibs N 1 bushel
4.0 Ibs N / bushel
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
Page: 4

SLUDGE APPLICATION:
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 facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
in sludge -based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 5760.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 19.20 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 46.08 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
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.
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 the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is, provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate
inlhr
Application Amount
* inches
1754
7
Gr
C, L
0.50
1.00
1754
6
Gr
C. L
0.50
1.00
1754
8
Gr
C,L
0.50
1.00
1754
12
Gr
C, L
0.50
1.00
1754
14
Dr
C, L
0.50
1.00
1754
15
Dr
C,L
0.50
1.00
Page: 5

*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
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 the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Growers plan certified for 3200 hogs but has only 2400 at this time. Landowner _
may build the other house at a later date.
Plan revised to takeout fields 11 & 13 from the original because he did not
want to spray close to neighbors. Also 1 acre deducted from field 8 for the
same reason.
Over -seeding added to plan to allow for winter pumping but has enough acres
to have to plant all but 10 acres.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: Gillespie Farms
Owner/Manager Agreement: Charles Gillespie
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established In the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
Name of Facility Owner: Charles Gillespie
Signature: i%%I
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Please Print
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
Date
Page: 7

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MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
1. Animal waste sha11 not reach surface waters of the state by runoff, drift, manmade conveyances, direst application, or
direct discharge during operation or Iand application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder that the producer either o«ms 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 operaiion, 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 uscd 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 Iand that
is eroding at more than 5 tons but less than 10 tons per acres per year providing graaa filter strips are installed where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when
there is danger of drill 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 occure during a season prone to flooding. (Sce "Wheuthcr and Climate in North Carolina" for
guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occure off -site
or to surface waters and in a method which does not cause drill 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 cvtnts, 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 trout animal waste should also be considered.
I0. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a highpotential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a sulrta r`cove! 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: 1 he outer perimeter of
the land area onto which waste is applied from a lagoon that is a componet 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. 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 fur waters that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - Filter Strips).

MRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONI W=)
12. Animal waste shaII not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings ocher than those ovmcd by landowner..
14. Waste shall be applied in a manner not to reach other proper+• and public right-of-ways.
IS. 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 it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers. toilers. 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 tuns, etc.). Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other wooly species, etc. are limited to areas where coa ddered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures Should be impected regularly for evidence of erosion,
Ieakage, or discharge.
18. If animal production at the facility is terminated, the owner is rea-ponsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge, polltttiou and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should he inspected on a regular basis to prevent breakdowns,
leaks, and spills. A regular maintenance checklist should be kept onsit,:.
20. Animal waste can be used in a rotation that includes vegetalbles and other crops for direct human consumption.
However, if animal waste is used on crops for direct human consumption it Should only be applied preplant with no
Richer applications of annual waste during the crop season.
2I. Highly visible permauenet markers shall be installed to magi: 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 ma.1imum st(INSt yalurut for waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis :stall be taken %vidEua 60 days of application
consistent with waste utilization. plan. Poultry sitter shall be tested prier to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

U.S.D. �. SC CPS' '16 1. Name and Address of Person 2. Date of Request
SoifConserValLdnt�q� �� `tom" I��r•
Charles Gillespie 3/13/95
OIGHLY ER'6DIBLE LAN AND WETLAND Elizabethtown, NC 28337 3. County Bladen
CONSERVATION DETERMINATION
4, Name of USDA Agency or Person Requesting Determination T
. Farm No. and Tract No.
FSA F47462 T#1754
SECTION I - HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes E [ No ❑
FIELD NO.(s)
TOTAL ACRES
7, Are there highly erodible soil map units on this farm? Ye No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1961.1985.
1
t -t r t,.r,4
'
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981.1985; and were not
enrolled in a USDA set -aside or diversion program.
j
10. This Highly Erodible Land determination was completed in the: Office El Field ❑
SECTION If - WETLAND
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes'mr, No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
_
{;li
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a resull of abandonment,
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation induced wetlands. These wetlands are not subject
to the watland conservation provisions
15. Plinimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
between December 23, 1985 and November 28, 1990.
_converted
17. Restoration with Violation (RVW•year). A restored wetland that was in violation as a result of conversion after
November 28, 1990• or the planting of an agricultural commodity or forage crop.
I a. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28. 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20, Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
11. Converted Wetlands (CW). Wetlands converted aher December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
12. Converted Wetland (CW+year). Wetiands converted after November 28, 1990. You will be ineligible for USDA
program ben fits until this wetland is restored.
_
:3. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
16. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office field ❑ and was delivered❑ mallto the person on
'
8, Remarks. , y s4 f1 A
�..,_L�t -1}�.
5-
1 _:+:;r W•l •:.. h C. ''--C'��'' � I- � �� t--t'� 5�, T�` �-`�.`� V 3i:t::/1'�fl-c_.� ,..a r:_ _ �..�1L.. ��jjt'•� C� i ��...;`� �.1.. �
�L.'. R r1 L t,. ( C-, le-4
29. ! r,v'rifi rh<rr r!a ,rhr„, drrrrsrirr,rriral is rr,rrl rr ,urrl,rdr',irauc',ju rr.0 ix do rrrmirrirrs' 30. Signature of SCS Distric� Conservationist 31. Date
1lcihilir} fi r C .Sb;l prn,gr'dm h,vr,'firc, (tart rlcarl a'rllcrlxl litdrr,/rs,'y, fls,lr7r'.rnils. ,1r7r1 C� _,
llrclr„l,Jrrrir t','rrr,,ri,»r urrdrr nnrnr,d rb 'runsr,rnrc'.c r.tisr,»r,rl! urrut nrulirrrd as ':') -k 5X
1,Ve'r0ruiv. Farmed Wedandy. urrd Fo nn-d Wrrkrrrds pa'Nalr',',
4ssistance and programs of the Sail Conservation Service available without regard to race, religion, color, sex, age, or handicap.

-IM-TRGENCY ACTION PLAN
PHONE N7jlVLBERS
D WQ D 86 a/ .
EbERGENCY KAXAGMNI*Yr SYSTEM 9I I •
SWCD Qi0 _ AL 036
N-10,Cs 9/06z, ?j 6,
•••'This pIz-i wiM be irrcle-me.nted in the event d= wales from your op=7a:dcn are Iciicag
ever$owinS or rz =amg cEsite. You shcuid not wait utm3 warts reach sui!fixe waters or Ieave
your grope, -tar to consider that ycu have a problem. You should make every effort to e=r-- that
this does act happen. 7hij sboLlId.be ;need ;n an a=essz'ble lnca_# or &r a17 =;Z1n � a t.
The follaw=,S are scene action items your should take.
1. Stop the release of wutes. Depending on the situation, this may or may act be possible:
Suggested responses to some pessible problems are listed below.
A Lagoon overfflow—possible solutions are:
a. Add soil to be---m to increase elevzt-on of dam.
b. Pump waste to Suds at an acceptable rare.
e. Stop a1 frov.rs to the lagoon irnmedlately.
d. Call a purnping contractor.
e. M--ka sure no surrace weer is entering lagoon.
B. Runoff frarn waste apgUc:aion field-acdans include:
a+ Irarce�,.iately s~op wafe appiicon.
b. Create a temper?--y diversion to ccritzin waste.
c. Incorporate waste to reduce n mofi
d. Evaluat4 and ellmiaate the rescn(s) that c=ed the runoff
e. Evalu t4 the appiicxtion rases for L%e fields where runofr'occurred.
C. Lezkage from the ware pipes arrd sgrin.kiers-acdon include:
a Stop relyc;e pump.
b. Stop irrigation pump.
c. Close vzrves to a minzate Exther d*:schare.
d. Rerzr alI leaks pror to rertzxg pumps.

:x.
D. Lea ge from IIush systems, houses, scud separators -action include:
a. Stop re--ycf a pump.
: b. Stop ="s—saca pump.
c. Make r.:re no siphon occurs.
d. Stop a l ffcws in the house, flush systems, or solid separators.
e. Repair all leaks prior to restar".ng pumps.
E. Le`kz2e fror:t base or sidewall of lagoon. Ore:t this is seepage as opposed to Sowing
lam -passable a�an: ,
a- Dig a small well or ditch to c,.tch an seepage, put in a submersible pump, and pun, p
back to lagoon.
b. If hates are caused by bu=wing animals, trap or remove animals and fill holes and
can pact, with a clay type sail.
c. Have a professional evaluate the candidon of the side walls and lagoon bottom as soon
as possible.
2. Assess the.ecte.nt of the spill and crate arty obvious damages.
a. Did the waste "r 'each any sz-,�ce waters?
b. Approximately how much was released and for what duration?
c. Aay da.-nage note- such as a^pioyee injury, fish kills, or propery damage?
d. Did the spill leave 6e property?
e. Does the spill have the petendal to reach suface waters?
f. Could a future rain event cause the shell to reach surface waters?
g. Are potable water wells in d nStr (either an or of oFthe propery)?
h. How much reached surace waters?
3. Cort_ct appropriate agenees.
M•
a. During normal busine-as hots, call your DWQ (Division of Water Quality) regional ofica;
Phone '& 4G_&&' . After hours, emergency number. 9/9 Pfff&Your phone cza
should include: your mane, faclirf, Lelepitane number, fire detaBS of the incident from ite:a
2 above, the exact location of the facniiry, the location or direction of mavemeat of the $A
weather and wind conditions. The Cars ective measures that have been corder-bd. ,Snd the
se:iausness of the situa 'an.
b. If spM leaves property or enters surface waters, call local EMS Phone number 91 I.
C. ias* uct EMS to contact local Health Department.
d. Contact CES, phone n=ber ID 67, 59 Iocal SWCD o£ce phone timber
9/V AZ 4 and local MRCS office for advicJtechnical assistance photo member
4. If cane of the above works, call 911 or the Sherds Department and explain ycurproblem to
them and ask that person to contact the grope. agencies for you.

S. Cc == tine eaafactar efyocr choice to begia repair of problem to mh6u � off -site 4aamle.
44A4Z r4l /AII
a. Cantrac+.ors Name:
b. Ccatracars .Address:
c. Caatrac.•ors Phc=
6. Caat3rt the teabnlcai Spew, /wlia reed the iagccn CNRCS, Canssitiag En&err, e±c•)
a• Name:
" • b• Phoce: glu 0 rho W7a
• 7. Iarplemeat procd== as advL-d by D WQ and tee' Hirai assistance agencies to rec ify the
'..:Y-. d=zagq repair the system, aad ressseu the waste =aa3ement plan to keep prcbkms with
S l=c of wastes from baPPc:6n$ aS3Zn-
M ..

A
LAGOON MAFi'INER
r-) r- - FREEB(--)Anl,_) + —',')5YR/24HR
MAXIMUM Ll(-'.l LEVEL
6
MINIMUM LIQ!.-!_-. LEVEL
(7PERMANENT
STORM

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan,recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 55.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 53.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 153517 cubic feet or
1148310 gallons.

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

Mortality Nianagenient ►Methods
(check- which inethod(s) are being implemented)
E
�.0 Burial three re-t beneath the surface of Elie ground within 34 fours after
knot led=�e of tlic death. The burial must be at Feast 300 feet from any flowing
stream or public body of water.
t J Renderine at a readering plant licensed uncle: G.S. 106-163.7 = '
❑ Complete incine,ation
1
❑ In the case of dead poultry only, placing in a disposal pit of a size and'design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would'
make possible the salvage or part of a dead animal's value without endangering
human or animal health. (Written approval of the State Vue.inarian must be
attached) ,
Insect Contrdl Checklist tol• Animal Operations
Suurec Clause 11RIPs lie Cunlr'nl IIIs4•CI5 site Spectre l'rlactires
Liquld Systems
l:lltsil Ciuners Accutnulatiun urslllids It syslclu is d"iciied and operated
sufliciclttly to rClsluvC accutllttlaled sulills rroln
gulters as designed.
Cl Itcntove bridging of accinnillaiell solids P1
l.ugnuns :Ind Ilh$ Cruslcll �olills �f-Mllirlhlin Ill1:anos, selling Lusios uo pits %V11crd
Itcsl breeding is allparctll to ulliinlize the
crusting orsolids to a delm, of no snore than b -
S • ehcs over Ittorc aw, 3o% orsurrace.
I-acessitie VeLclalive • Deelaying vegelaliull Maintain vecaullivu control almltli flanks or
titolvill lagnons mid olltrr hupoundnlcnts to prevent
accltllllllatloll ort1cetlyint: vCgetative 111aucr
Mont; woler's edge on inlpoutolinctlt's perilnracr.

Swine Farm Waste Management Odor Control Checklist
Suarca Clime 11A•111s l0 111lulutl•ce Odor Sitc spedfic Prnrlices
falusalcael Swine peuducliou V • lalive or wooded bafl'Crs;
�ZOntljudgnicul
alnlendcd best utanaccaucu[ practices;
and coinnion sense
Animal burly smfuct Dilly nlallure-comell anllllals Cl I)ry !'!or-'
I:lueer sill faecs • WCI luanurc-Covered flours 1'Slu things; —
Walcrers localcd ovcr slollcd floors;
0 Feeders Ill high cnd of solid floors;
n Scrape luanurc buildup from floors;
Cl Underfloor venlilatinu far drying
Manure calleclioll Ails • Urille; ill-ViClllleut luanurc removal by flush. pit rcchurge.
• Parlial ulicrohial decontposilion or scrape;
CI Underfloor wolilaliun
inn eahausl funs • Vul;llilc glues;
Dusl
movement
laduuf slu faces Dust 14 Wasliduwu bta►viceu groups of animals;
f:l Dead uddilives..
17 Pectler rovers;
CI Fecal delivery downspuu[ clelcuders Its feeder
covers
Flush Iauf:s • Agiluuon of recycled lagoon L1 blush lank covers;
lignld while larks are filling Cl Exlend Fill Imes In near bullont (iflanks wilt
nall-siphonycnls
1=111sh alleys a Agilaliull thti ing waslewatcr L1 Underfloor flush ►vilh nutkrflunr veu[ilaliutt
cnllveynntc
lhl 1cclutrge 1111111I5 Agilaliull i rrecycicd lagaun [J 1'sxlC1111 recharge lisles lu dear bullllnt ul'llils
liquid whin: Ails are filling Willi uuli-sipltUll VCllis
Lill I,lulhllm Agilulion dNlillg sump muk 1_I Sioup Wask toms
filling n:ld tlrnwdown
ntasitla drain collection • Al iluliun thuiuZ wuslclvuler fy 11ox covers
ur 1111clitlll huxes culiveyuncc
" : AMOC.-1•lowither 11, 1196e Pup 3

• Snurcc�
End of drainpipes sit
lagnou
l.al;oun surfilecs
Cause
• _ Agitation during wastewater
cutivcyancc
• volatile [;as clllissiolls;
• llialogical nlixing;
• AL1lullull
11M1's In Minlu,ilc 041or
19' Cxlald discltaree point of pipes undenlealll
la Bull liquid level
LV1'rn'Peflocooll liquid capacity; - -
�Y ccl lagoon 5larilip procclllires;
ril Minilimin surrucc area-lo-vuilnne ratio;
❑ Minimum agilallon when.pumplag;
❑ Mechanical acrallon;
n Proven hinincical additives
c31- C -_lr.- p,.....i1_..
lrridal11111 spnoLler
•
111811 Ilressluc ablt:ll1u11;
FF—Cri on t!ry days w11h little or tin ►viltd;
noxulcs
0
Wind drill
M I:lu rcconuncn:icll nperaling Pressure;
PIt3 Ilup iltlake nenr lagoon liquid surface;
❑
Pump from second -range lagoon
silwauc walk air l'asill
•
Pialiul ltlicRlbial
ci
1lnllnsit or millIUM luatlillp.;
Solr11:V
.
Mixhtc wblle filliuc;
L7
'Gunk covers;
•
Agitation when cnlplylul;
❑
[lusin surface 111015 of solids;
Cl
Proven b'toingicul additives or oxidallls
Scilliun hasill slufarc
Pailial micrilbial decompusiliolr
Cl
lixiend drainpipc nodes usiticrucalh liquid
•
Mixing while filling; •
level;
•
Agitation when clnplyinc
C7
ltcluove sclllctl solids regularly
h-lu1ture, slurry or shii1go
•
ACitulinu when spreading;
n
Soil injection ofshury/slurlgcs;
iprcadcr Bill leis
.
Volatile gas emissions
❑
Wash•reshloal mantirc front sllrcallgr alter 11sc;
Cl
Proven biological 114111iiives or oxillaills
1111coverGl inallllre,
•
volatile gas erllissions lvllllt:
❑
SUII inject in,, ursims-yfslrldges
shirty or sludge tin iicitl
drying
l:l
Soil illcorporalion wilbiu ,18 hrs.;
sltlru�es
.
f_-I
Sll�vellea 'in Olin uniform layers filr spill drying;
C7
1' blolul;ical addilives or oxidalits
Ileatl uuiurlls Carcass decuutposiliun fT Proper disposilluu orcitseassel
Dead wlitlrll aligm1sal Carcass dccompusilion Cl Cuniplele. coveriuL of carcasses in Ilnrial Nils;
plis ❑ Prnper Incolim Ann sl rise Boll or(iisposal pits
111ciurac�lurs • hicuuiplele cuntbllstiun n- Secondary siack- llutncrs
AMOC - Nuvcluher It. 1996, fours 4

Site Spreirr Prartires
Slmil,ce Cullse na1Ps In h1l111n11[e 011ur
Sean+ling ivaler aruwld • hllpluper drainal;c; Gradc alnl landscape such dial ►valor drains
1ac11111Cs • Microbial decomposllion or away rrolil faculties
Ofyallle IllallCt
•
h1mium (rucked umn • 1'ourly mainwined access roads access road lrlaiutcllaucu
1u1h11+: rnrds !lout rams
'
access
Adailllnrtal information :
Avuilnblc Frnln
StvLte Muuure Manugcomid ; 0200 INICIUlMP Pucl-cl
NCS11, Cuumy Exlcusiom Center
Stvine Production Fann 11olendal WarSnurccs and 11clllcdies ; FWAE Fact Sheet
NCSU - I1AIi
Swint: 11fnlllll:llall facility M111111ra Mauagetllclll: Pit ltccllurpc - Lagoon Ti-calntcnl ; I'-BAI-- 129-89
NCSU - IIAR
Swine Noduclion I'acilny Mullm Ma11aI;emem: Underlluor Flush - Lagoon'( realnlew ; EnAl? 129-88
NCSI1- HAI.
Lar,uu11 I)cslgn bud Manunentcut for Livestock Manure Trealment and Slnrapc ; FMAV 103-83
NCSIJ - IIAH
Calibration nrMunure and Wastewater Appllcaliou E-gtlipmellt ; CIJAL' Fact Sheet
NCSU - IIA I.
' [:ualrulliug Odors front SwInG 111111dillES; 11111-33
NCSU -Swhle Utcllslun
fllvlro imenlal Assurance i'rogrunt ; N1111C Manual
NC fork ('roducerx Assoc
Owhins fur Marlunim! Odur t n rannrl rrmu Illc Swine Odor Task rnrca
NCSI r A nrl r mmimuntrullnnt
I
a
to AMt C-1luvl:ulher 1 l 1 lfi, Ihlgc S
c�

e
IN
IN
, -17 ,
) LY 1-111S

0
Lagoon Marker
1" PVC Pipe
_" PVC Pipe
lu
Paint top 20" Red

RECEIVED
- , AUG 0 3 M
FAYETTEVILLE
REG. OFFICE
July 30, 1998
Jeffery Brown
Environmental Engineer
D,.'W.Q.
225 Green St., Suite 714
Fayetteville, N.C. 28301-5043 Re: N.O.D.
Gillespie Farm
Reg. # 09-1 b9
Dear Jeffery,
Mr. Gillespie and I have addressed the items in your July 13, 1998
letter. We have just completed revising his waste management plan. The
calculations have also been corrected. Also, we discussed possible
chemicals and who could do the work concerning the weed problem in his
coastal. We will continue to work toward improvement.
I hope this response is satisfactory to you and if I can be of any further
assistance, please let me know.
Sincerely,
Jimmy Vinson
cc: Charles Gillespie
BROWN'S OF CAROLINA, INC.
785 HWY 24 EAST - P.O. 60X 487 - WARSAW, N.C. 28398 - PHONE [phone]

AN32G L pt.U= IGUMCM20= VLAH C3RL^=C.X=C3N POR .2MW Oa 1=2017RA PZ39=TS
p1sase, rwt'3..= tha a - .., ;,i :• ..
ampl"eted fay to tha piv:.sl.ca of 8`avi-aserttal liaaa.Csaaat st;
t-he a►dd.~. as s oat the reva_•-se side of this f o=.
Name of f "s .(Please priat) 3 L14ceS;Pee- AfjeAfr..:.^..'-
Ad�-ass
t- Phone -
gu
Farm locations Latitude and Longitude:' °�Q , /.0 ....� 9�" ir��ed1 . ALSO,
please attach a copy of a county road map with location, identified.
Type of operation (swine. layer, dairy, eta.) s, SsJLf
Design capacity (number of artlmals) s 32.o o .,
Average size of operation (12 mondh population avg.) : 32.0 a.
Averages acreage needed for land application of waste (acres)a
wwsamawwrarraawwrww#wrrawlrarwaraa�liww�rrar�aMlwa�a���llggitiwaara�Maf�lara��aragillt�aa� '•,
••� •
Tec'.:=lcal. Specialist Ca+"C3.fic:tj.4ss
As a technical speciallist designated by the North Carolina Soil and Water
Cone-vatiort Commission pursuaszt to 1SA NCAC 6r .COGS, I certify that the new or ,
exact-ded animal waste management system as installed for the farm mated above
has an animal waste managemeat plan that meats the design, construction,
operation .a.^.d maintena.nce staadards and specifications of the Division of
Exavixcnmental Mamagement and the USDA -Sail Conservation Service and/or the North
Caxolirii Soil 'arid Water Conservatian Caomission pursuant to 15A NCAC 25.0217 and
15A 14CAC 67 .0001-.0005. The following elements and their car=aspcM4ing minim—
critteria-haue..beert_verified by me or other designated tach.-tical specialists and
are included in the plan as applicable minimum aeparations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third paxty) ; access
or ownership of proper waste applicatian equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
MT
of pollutants from stor..rater runoff events less severe than the 25-year, 24-hour
G)"
storm.
Nara of Tecb =cal. S aci, list Meese Printl = IM�A11 fC VIi�S$,t1
A$filiaCion: T�
Address OF d Phct%e No. s- 3 ao
Signatttr�,.,4 __ - ---7~
Date: - .fir/�G rfcc
rafaaiwasrwar�.�a A �aaw waaa7MMAalwawnoaid aMona rarwwwwSaaaarwsawrwarwawraw
Coma=/�ata.�e� ez�a:it '
x (we) unders d the operation and maintenance procedures established in the
approved animal wastes management plan for the farm named above and will implement
these procedures. I (we) knout that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of mew.
facilities will require, a new certification to be.submitted to the Division of
Environmental Management before the maw animals are stocked. I (we) also
understand that these must be.no discrx.-;a of a: imal .waste f := this zystam to
surface waters of the stateeither through a than -made comveyance-or through
runoff from a storst event lass severe than the 25-year, 24-hour storm. The
approved, plan will be filed at 'the farm and at the office of the local Soil. and
Water Conservation Diserict.
Nam.a of r_a�nA, a.+si..: (Vleaso !?ring) :
% f 1 L 1. ' 'PJe
signatu.:e3_ Ylr�.ar., Date: °?l I G•9S'
Maas of 2is:.xga:., = diff&=ant from owner (Please print):
21
M
S ig�.attr e : Date:
Xgt:e: A change, in land ownership 'requires notification or a new certifications.'%.
(if the approved plan is changed) to be submitted to the Division of
E_�tvironctenta�. Management within 60 days of a title transfer.
DEt USE ONLY:ACNorI#
3�_�oa
Abe

. 4.r..-..1 f %.0 14r 1 `lvi va. -..A4 1
Division of Environmental Managemert
,lames I runt, Jr., Governor
Joncrthon S. Howes, Secretcryr
A. Pres%an Howard„Jr., P.S., ©(recta(
10-1
AMOM
AVW%%m _..
Ad
�+ fi:41`L�.ti.,. °-ar QS � �.rrn�_.�:':��_1�IF�9�� .... • .
l;,tS' CCTrQNS FOR CERT=-TGl.T.*,ON or. ABFaavm ANmm WASTE Dm =zHmNT Pt"s F+oR
NEW OR =PAMED MI-MAL. WASTEE, MP.4AGMMIT SYSTEMS SE1ZMr 3 FEEDLOTS
S,��ar��ra+a+n+r 1}itra on osr .
in order to ba deemed permitted by the Mvisica at Eavironmenr.al Managa ent
(DEM)► the owner of any now or expandad. animal waste management system
conatructed after Sanua_•y 1, 1994 which is designed to serve gr0ater than or
equal to the animal populations liscad below is rsq�:ired to submit a signed
certification form to DIX 3:afams the now animals are stocked on the. farm.
-PastuFa�operatLana are exempt from the raquLramant to be CArtifiod.
104 tread aj! eattl•
a} 75 horava
2so svi=o
1,000 sh..p
30,004 bird s with a liquid waste system
The ccrt3fLC&tion taunt be signed by the owner of the feedlot (and manager !�
difterenc trots the owneri arsd by any tachnieal apxfaliat designated by the 3ci1
-a-ad Wate; Conserratign Ccrtttianion pursuant to lSA. NCAC 6F' .0001•.0005. A
tachnicm! specialist must var«ty by an oc-ai.ts ir%spection that all. applicable
design( and constriction standards and specifications are mat as inxtallad and
that all applicable operation and maintenanca standards and 'specificatlana can
be met.
Although the actual ntutioo,r of ani.•nals at the facility. may var,ry from time to•tiine,
the design capacity at the waste handling eyatarichould be used to determine Lf
a fa_-m is subject to the certification rsqu+rsm*nt. For example, it the waste•
ayatem for aL foedlot is designed to handle 300 hogs 'but the average populatioa
will be 200 hops, than the watsce ¢tanagemeaz system r$quirea a certification.
This ce:•tafication is required by regulations governing animal waste m&wwement
Systems adopted by the Environmental Manageaant Commission (EMC) on December 10,
1992 Mcle 1SA NCAC 211 .02i7).
an the reverse aide of this page is the certification foz= which must be
submitted to DEri before "v esti.mala are stacked, on the faun. Assistance in
czmpletinq the fora can be obtained Erg one of the local agricultural agencies
.such as the soil and water cansenration district. the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The forts ahOul.d be sent ta:
Departeat ac Ertvi=o=ent, $aaI,t;t estd Natural Resources
• Diviaior% of Envi_orsssataZ MaaaQetaanc '
.Water Quality Section. Plaxrrtiag Brarickt ' - .
P.O. Box 29535
Raiefgh, N.C. 27626-0535�_
Phader 9x9-733-5083
Stew 9. Torddar, Chief.
Water Quality, section
Farm to, Acvz4oi94 Dates
P.O. Box 29&35, Rc f*Igh. Nari z Cc=09na 27b2b-0515 Telephone 9%.73,1-MIS ' FAX [phone]
M F--wcl OppedurO yAt&mcliv w Acflon Emplayor • W%tocyclad/ lC%p:st-ccnaimer pcpar'

RECEIVED : ' °
SEP 519�5 r ' two Ins
FACILITIES ASSESSMENT UNIT .�-,
G=SPI'E FARMS - GROWER #285
CHARLES & LEROY GU LESPM
4 (800) FEEDER TO FINISH
STATE ROAD #1705 - BLADEN COUNTY
l)UkhU'l'lUN S : TAKE HIGHWAY 701 SOUTH TO ELIZABETHTOWN. AT
FOURTH LIGHT TAKE A LEFT ON MERCER MILL ROAD (SR #1700) . AFTER
APPROXIMATELY 4 MILES TURN RIGHT ON DEWITT GOODEN ROAD (SR #1705).
FARM WILL BE AT END OF ROAD.
NIAMING ADDRESS: SHIPPING ADDRESS:
GILLESPIE FARMS GILLESPIE FARMS
RT I BOX 210B STATE ROUTE #1.705
ELIZABETHTOWN, NC 28337 ELIZABETHTOWN, NC 28337
WORK: (410.) 645-4452
r
BROWN'S OF CAROLINA, INC.
303 BAST COLLEGE STREET • P.O. BOX 07 ■ WARSAW, N.G, 28398.048T • OFFICE. [phone] • FAX {910} 293.47Z8

29
-
ACc [�
D9 l�
RECEIVE®
30
, li ! 12 1 1999
31
32
FAY T(EVILLE
REG.-OFFICE
33
'
d
44Ya_r,_�Ou�
: C3_o_.__�_ aV_e_a_l -L'S_�
WCtL1 y Fr_ee_._�?oard��_�s_,^_�8,
Q=�� 3
-� _C1!_%�_� G i 1 7 D �L_�i,'d C ll a S 7=�•l G_Y_Y_t U-1 t_,_n_
,
C n o Cam.✓_ c_ouVC-1 _eOt e_,_._CA _V_,'c43
35
36
37
38
34
40
41
42
43
44.
45
46
47
48
49
50
51
52
vG
53
54
55
56

G�C4to_n.s 4a►ken to res orre! r. needed
L-CAn- -4lnU41 Puy
_�L' a G� � a►?S -�a ker o r fir-o_po.Sea� 0 6e �
V-L
o +� %ja S� �o i.0 r.caKs Lct �ic►► Q a
fi~e Cord break nq Clr1ae.�n a ra; n—�a r - -h S ,,(*Ie.
O_V3 9Pr yq4 MH P.,g SuraS
�Y
�rY -�-o r ! 1'h_�� f �h� A rno un� a�' !►+—k�C3r l�-+ tea"?
W a S /1 �'10_U► S eS ,

Michael F. Ensiey, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 24, 2007
Charles W Gillespie
Gillespie Farm
874 Dewitt Gooden Rd
Elizabethtown, NC 28337
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090169
Gillespie Farm
Animal Waste Management System
Bladen County
Dear Charles W Gillespie:
The Division of Water Quality (Division) received your sludge survey information on April 11,
2007. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Gillespie Farm facility not to be required until 2009. Due to the amounts of
treatment volume available, the Division agrees that a sludge survey is not needed until 2009.
The results of the 2009 sludge survey are to be submitted by March 1, 2010. Thank you for your
attention to this matter. If you have any questions, please call me at [phone].
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
N `thCaro IIna
NTaturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www,ncwaterguality.org Location: 2728 Capital Boulevard
An Equal opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax I: [phone]
Fax 2: [phone]
Customer Service: [phone]

WA9pG RECEIVEIa Michael F. Easley, Governor
�QU William G. Ross Jr., Secretary
DEC3 4 North Carolina Department of Environment and Natural Resources
{] -� Alan W, Klimek, P.E. Director
DENR-FAYETT1;VfLLEREG10ML0FR0E Division of Water Quality
December 10, 2004
Charles Gillespie
Gillespie Farms
874 Dewitt Gooden Road
Elizabethtown NC 28337
Subject: Certificate of Coverage No. AWS090169
Gillespie Farms
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Mr. Gillespie:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on December 1, 2004 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Charles
Gillespie, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090013 which expired October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Gillespie Farms, located in Bladen County, with an animal capacity of no
greater than an annual average of 2400 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). 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. 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. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kee in
and monitoring conditions in this permit
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o,enr.statc.nc.us 2728 Capital Boulevard Raleigh, NC 27604
N�hCarol ina
Natrrrrrlly
Phone [phone] Customer Service
Fax [phone]
Fax [phone]
An Equal OpportunilylAffrrmaM Action Employer— 50% Recycledl10% Post Consumer Paper

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 NRCS standards are met prior to restocking
of the facility.
Per ISA NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS 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.
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 limitations 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 [phone]. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for al l cc's)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090013
APS Central Files

High Freeboard Evaluation Form
Facility Name: C kair -5 ; 11LOSD;e-, 4 Id, Facility Number: - 2A!�
r
Person Completing Form: Q S Date Form Completed:
Date Information Due to DWQ: Date information received
Extension Due Date:
Information Received:
Current Freeboard Yes "N"o _ Level(s) (in inches) Y-Z 5 -03 2 Z ,0
Freeboard Levels for Previous 12 Months Yes (,. o Incomplete
Spraying Records for Past 12 Months Yes ✓No Incomplete
Rainfall Records For the Past 12 Months Yes _ o _ NIA _ Incomplete
Cropping and PAN Information Yes ✓ No Incomplete
Summary of Actions Taken to Restore the ed Freeboard(s)
Yes _ No _ Incomplete
Description of Wate�?ncomplete
Cervation Measures In Use
Yes — No
An updated POA if the Freeboard is still in Violation Yes No NIA ✓
Detailed Description of Actions Taken or Proposed to be Yes _ No [/
Taken to Prevent Future Freeboard Violations Incomplete
Date High Freeboard Level Was First Reported to DWQ by Producer 3 -2/ -e3
Date of First Violation from Farm Records 3-- Z3 --D 3
Items proposed in the Plan of Actions to Bring the Facility Back into Compliance
Pump and Haul Remove Animals Delay Restocking
Add Land to NMP Add Application Equipment
Spray when site is acceptable Others (Please Specify)
HFEF 5-12-03

Information for Lagoon(s) or Storage Basin(s) (Add Additional Pages as needed)
Lagoon Storage Basin _
Lagoon or Storage Basin Identifier
(Check as Appropriate)
Design Total Days of Storage for the Facility (From CAWMP)
Stop Pump Level for lagoons or the bottom of the storage basin (inches)
Lowest Liquid Levels Reported in the month of:
Month
Date
Level (in inches)
August
-11-oZ
3L
September
9- fr-OL
31
October
4- b ` of
29
November
Required Minimum Freeboard (red zone in inches):
Gj
Does the Minimum
Include a Chronic Rainfall Factor Yes No
Recorded Freeboard Violations
Date Level (in inches)
-23-03 l
Date POA Submitted 5 or 30 day
HFEF 5-12-03 2

Facility PAN Balance From the CAWMP (pounds)
-/05-
Did the Facility Comply with its NMP for the Past 12 Months Yes No
If No, What Violations Were Identified:
From the review of the facilities irrigation records, does it appear that the facility made
optimal use of the days when irrigation should have taken place. If not, please explain:
If the Facility has Installed Water Conservation Devices, what devices were installed and
when:
What Actions have been taken or proposed to be taken by the Facility to Prevent Future
High Freeboard Violations (check appropriate-ifems):
Better Management of the System
Add Additional Storage Volume
Add Lagoon Covers
Add Additional Land Application Sites
Add Additional Irrigation Equipment
Install Water Conservation Equipment
Reduce the Number of Animal at the Facility
Change Type of Operation
Others (please explain):
HFEF 5-12-03 3

If applicable, recorded rainfall data from August 2002 through April 2003 at
Facility #
Month
Amount of rainfall
er month (in inches)
# of days it rained
per month
August 2002
Out of3l days
September 2002
-7
Out of30days
October 2002
2, 7
Out of 3l days
November 2002
3
Out of 30 days
December 2002
2 , 7
Out of 31 days
January 2003
2
Out of3l days
February 2003
Out of 29 days
March 2003
C9
Out of 31 days
April 2003
2
Out of30 days
Total Rainfall
S' I
out of 274 days
Comments from Producer:
Comments by Reviewer:Jor
Q
HFEF 5-12-03 - 4

ki
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins '
Governor Director ^
Charles Gillespie
Gillespie Farms
874 Dewitt Gooden Rd
Elizabethtown, NC 28337
rces
19!
/ Dee Freeman
Secretary
August 12, k&IAUG t 6 Zola FRO �,.
E
Subject:. Sludge-SurveyExtension Request
Certificate-of:Coverage No. AWS090169
Gillespie Farms .
Animal Waste 'Management System
Bladen County'. ,
Dear Charles Gillespie:
.-,The Division of.Water Quality (Division) received .your letter on July 28, 2010 by which youi ., . ,
requested sludge survey exemption for:the lagoon at.the-Gillespie Farm1acility. However, the
request,did-not include the required Sludge:Survey results- forrri.- Please resubmit.your request. :. .
with the completed form. If you have any question;•please call .me•at (919),715-6937:'.
- Sincerely,- .
Miressa D._Garoma�
Animal',Feeding:Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection. Sections
Permit File AWS090169
1636 !'nail Service Center, Raleigh, Narth Carolina 27699.1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] k FAX: [phone] Customer Service: 1-877-623.6748
Infnmet: vvww.nrvvAtnmuiHv.rwi
One
N rthGarolina
Aultrallil
An Focal C)nnnrh,niry Y Affinnitivn ACtlon Finnlnver

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-169 County: Bladen
Facility Name: Gillespie Finishing
Certified Operator Name: Charles Gillespie
Operator #,
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/identifier (ID):
Spillway (Yes or No): No
Level (inches): 17
2. Check all applicable items
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 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
pumped and hauled is reflected in section III tables. Included within this plan Is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for 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. Earliest possible date to begin land application of waste: 112611 a
I hereby certify that I 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.
Facility Owner/Managef (print)
Facility Owner/M
(signature)
Phone: Z q-5- 44Sa
Date: I — 6 9
PoA Cover Page 2/21/00

3
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): La oan 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
2.0 inches
top of dike surface area according to design
d. (area at below structural freeboard elevation)
78408 ft2
a. line c/12 x line d x 7.48 gallons/ft3
97749 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 105497 ft3
h. current herd # 3200 certified herd # 3200
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 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 6/11/2009
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
105497 ft'
0 ft3
48020 ft3
191385 gallons
2.10 Ibs/1000 gal.
607.2 lbs. PAN

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 1
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
607.2 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 607.2lbPAN
III. 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 (Ibs.)
column r x s
u. application window
1754
12
small grain overseed
1.60
50.00
80.0
10/1-3/31
1754
12
small grain overseed
2.10
50.00
105.0
10/1-3/31
1754
15
small grain overseed
15.00
50.00
750.0
10/1-3/31
1754
6
small grain overseed
4.70
50.00
235.0
1011-3131
1754
8
small grain overseed
2.70
50.00
135.0
1011-3/31
'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 (sum of column t) = 1305.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 607.2 lb. PAN
PoA (30 Day) 2121100

x. Crop's remaining PAN balance (line v from section III) = 1305.0 lb. PAN
y. Overall PAN balance (w - x) = -698 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
receiving facility.
PoA (30 Day) 2121100

NCDAKS Agronomic Division Phone: [phone] Web site: www.neagr.gov/agronomi/
Report: W08854
s�
Grower:
Gillespie Farm
Attn: Charles Gillespie
Copies to:
974 Dewitt Gooden Rd.
-
Elizabethtown, NC 28337
Waste
nalysis eportFarm:
Received: 06/11/2009 Completed: 06/12/2009
!_inks to Heluful
Information
Blades County
Sample Information
Laboratory Results (parts per million unless otherwise noted)
sang* ID:
N
P K Ca
Mg S
Fe Mn Zn
cl, B MO f1 C
1
7btal 514
45.0 808 154
56.4 32.9
4.78 0.34 0.77
0.32 1.34
BLN
Waste Code:
AW
ALS
-NO3
Na M Cd
% Al
Se M PH
S4 C.N DM% CCB% ALE
188
7.77
Dewr4t =
OR-N
Swine LWon Liq.
Urea
Recommendations:
Nutrients Available for First Crop
1bs11000
Other Mements lbs/1000 gaUons
Application Metbad
N P205 K20
CO Mg S Fe
Mn Zn Cu
B MO C!
Na M Cd Pb Al Se la
Irrigation
2.1 0.60 63
0.90 033 0.19 0.03
T 0.01 T
0.01
1.6
North Carolina
Tobacco Trust Fund Commission
Reprogramming of the laboratory4nformation-management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Troxler, Commissioner oftlgriculture

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-169 County: Bladen
Facility Name: Gillespie Finishing
Certified Operator Name: Charles Gillespie
Operator #,
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/identifier (ID)
Spillway (Yes or No): No
Level (inches): 16
2. Check all applicable items
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 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
pumped and hauled is reflected in section ill tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan..
Operation will be partially or fully depopulated.
attach a complete schedule with corresponding animal units and dates for 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. Earliest possible date to begin land application of waste: 2/17/10
I hereby certify that I 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.
Facility Owner/Manager (print)
Facility
(signature)
Phone:
Date: - / �•./D
PoA Cover Page 2I21I00

0
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): JLagoonl
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 Inches
b. designed 25 yr./24 hr. storm & structural freeboard —9-01 Inches
c. line b - line a (inches in red zone) = 3.0 Inches
top of dike surface area according to design
d. (area at below structural freeboard elevation) 78408 fie
e, line c/12 x line d x 7.48 gallons/ft3 146623 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 105497 ft3
h. current herd # 3240 certified herd # 3200
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 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 6/11/2009
M. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
105497 ft3
©ft3
48020 ft3
191385 gallons
2.10 Ibs/1000 gal.
709.8 Ibs. PAN

ll. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m =
709.8 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n. lines + 2 + 3 + 4 + 5 + 6 = 709.8 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIED DURING THIS is DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remalning IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. applicallon window'
1754
6
Small grain overseed
4.70
4.70
22.1
10/1-3/31
1754
8
Small grain overseed
2.70
50.00
135.0
10/1-3/31
1754
12
Small grain overseed
1.60
50.00
80.0
1011-3131
1754
14
Small grain overseed
2.10
9.40
19.7
10/1-3131
1754
15
Small grain overseed
15.00
50.00
750.0
10/1-3131
v. Total PAN
available for all fields (sutra
of column 0 = 1006.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 709.8 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1006.8 lb. PAN
y. Overall PAN balance (w - x) = -297 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
receiving facility.
Wheat follows soybeans, therefore PAN rate reduced by 20 lbs. residual N. Wheat to be harvested for grain.
Triticale to be removed by grazing prior to 411.

iCDENR RECEIVED
North Carolina Department of Environment and Natural Resources
Division of Water Quality SEp n 2 L .�
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director OfAR4AYETTEVILLEREGIGNAi r4ary
September 7, 2010
Charles Gillespie
Gillespie Farms
874 Dewitt Gooden Rd
Elizabethtown, NC 28337
Subject:. Sludge Survey Testing Dates
Certificate of Coverage No. AWS090169
Gillespie Farms
'. Animal Waste Management System
Bladen,County
Dear Charles Gillespie: r
viWouudgeuey4nformation;onAugust 23;TheDif yyv
With the'gurvey.results; you requested .aniextension of•the sludge=survey=regUiremeritifgr-:.,
the,Jagoon at,the.GilIespieTarms facility::-Due,toAhe.amount of.treatment volume, available, the-.,.
._!Division; agrees'that a sludge survey is -not needed until.2014i f&-,your lagoon. :: I
;= The -next.sludge.survey.for 2the•lagoon'at Gillespie Farms facility's hould-be•performed.before .3:
December.31;1014..Thank you, for..your.;attention to this'matter.-. Please call•me at"(919)'71�5= :,
6937 if you have any questions.
Sincerely,
Miressa D: Garoma'
Animal •Feeding Operations Unit
T cc: Fayetteville Regional Office, Aquifer Protection Section,
Permit File AWS090169 :r
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 272.8 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Intemrt: www nrwafPmtt;;ldy.nm
An Enunl Onwrli nits 1 Afrinwitim Action Finnlnver
NOne hCarol.ina
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