090189_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Quai

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: q - I 0 f County: 6i6j&n
Facility Nam
a f Susa/r
U
Certified Operator Name: i'1 Operator #
1. Current liquid Ievel(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
La1.goon Name/Identifier (ID): /
Spillway (Yes or No):
Level (inches):
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.
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: "I _ n- I s
I hereby certify that 1 have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
Gt-1Qune A t -1h
lity Owner/Manager (print)
lity Owner/Manager (signature)
Phone: q10- 6 Ao ` U63
Date: j o r 3 r/
PoA Cover Page 2121100

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./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 2.0 inches
b. designed 25 yr_/24 hr. storm & structural freeboard 27.0 inches
c. line b - line a (inches in red zone) = 25.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 63000 ft'
e, line c/12 x line d x 7.48 gallonstif 981750 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 46$87.7 ft3
h. current herd # 6400 certified herd # 900
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 9/2712018
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)
46888 ft'
30976 ft3
39900 ft3
146812 gallons
0.78 Ibs/1000 gal.
880.3 lbs. PAN
PoA (30 Day) 2/21/00

ii. 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: 1
line m =
880.3 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+5+6=
880.3 lb PAN
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 (lbs.)
column r x s
u. application window'
5502
1A
overseed pasture
1.80
75.00
135.0
Oct -Mar
5502
1C
overseed pasture
7.40
75.00
555.0
Oct -Mar
5502
2A
overseed pasture
3.80
75.00
285.0
Oct -Mar
5502
6A
overseed pasture
2.40
75.00
180.0
Oct -Mar
5502
7A
overseed hay
4.40
100.00
440.0
Oct -Mar
5502
713
overseed hay
2.40
100.001
240.0
Oct -Mar
5502
7C
overseed hay
1.00
100-001
100.0
Oct -Mar
'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) = 1935.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 880.3 lb. PAN
x. Crop's remaining PAN balance (line v from section IIL) = 1935.0 lb. PAN
y. Overall PAN balance (w - x) = -1056 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.
NARRATIVE:
will begin pumping as soon as field conditions allow.
PoA (30 Day) 2/21 /00

Nutrient Management Plan For Animal Waste Utilization
08-07-2004
This plan has been prepared for:
Wayne and Suan Smith
Wayne Smith
1201 Wade Smith Rd
Garland NC 28441
910-588-4259
This plan has been
R. Gregory Swain, P. E.
Swain Consulting Servi
503 Underwood St.
Clinton, NC 28328
910-590-2703
Developer Signa e
Type of Plan: Nitrogen Only with Manure Only
ea DV:
RECEIVED
inc. VAR 2 5 20M
ON-FAYF INU REGOW ORS
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.
b�
141--
Signadre (owner) Date
swzaa--� 9`-b-o9
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 6 G�
Technical Specia 1st Signature Date
303793 Database Versi6i 3:1 16415 1?ateg"rinted. 08-07-2004 Cover Page 1
� G;Q•*I 1 :t=' RECEIVED 1 DENR / DWQ
AQUIFFWPRnTFf :T(0N RECTION
MAR 18 2009

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
'Swine
Swine Nursery Lagoon Liquid waste generated 1,222,400 gals/year by a 6,400 animal
Nursery Lagoon Liquid operation_ This production facility has waste storage
capacities of approximately 180 days.
0 � Q Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2815
Incorporated
4835
Injected
5325
Irrigated
3060
Max. Avail.
PAN (Ibs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,060
3648
-588
1,457,227
-234,827
Note: in source 1D, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
303793 Database Version 3.1 Date Printed: 08-07-2004 Source Page 1 of 1

0
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops S=marV
Tract
Field
Total
Acres
Useabl
a
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5502
lA
1.80
0.97
NIA
Keaansville
Hybrid Bermudapass Pasture
5.5 Tons
5502
1C
7.401
4.94
NIA
Kienansville
Hybrid Bermudagrass Pasture
5.5 Tons
5502
2A
3.80
2.99
NIA
Keaamville
Hybrid Bermudagmss Pasnue
5.5 Tons
5502
6A
2.40
129
NIA
Kmmnsville
Hybrid Bermndagrass Pasture
5.5 Tons
5502
7A
4.40
3.67
N/A
Kmansville
Hybrid Bemmdagram Hay
5.5 Tons
5502 1
7B 1
2_
1.901
NIA
Kmnansville
Hybrid B—nudal rays Hay
5.5 Tons
5502 1
7C 1
1.00
0.34
N/A
K..,r3le
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 23.20 16.10
;:=L7.'
x :PotentialLeach:a� =
Techiiical:Gzddmrce._ K>'
w potential to contribute to soluble
None
2
trient Ieaching below the root
x 2 &
ate potential to contribute to
Nutrient Management (590) should be planned.
r 10
soluble nutrient leaching below the
at zone,
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble mntrieni leaching below the
improve the sails available water holding capacity and improve nutrient use
> 10
root zonc
efficiency should be considered Examples are Cover Crops (340)to scavenge
nutrients, Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field
practices such as Filter Strips (393) and Riparian Forest Buffers (391).
827415 Database Version 3.1 Date Printed 729/2004
PCs Page 1 of 1
NOTE: Symbol * meads user entered data

WETTED ACREAGE FOR
WAYNE & MICHAEL SMITH FARM
uk
Acref a N
AP _2 16 trr f
41
PULL
TYPE
PULL LENGTH
E FEET. WIDTH
MIDDLE ACRES
START
D
TOTAL
1A
E90+
98
227
0.51
0.46
0.00
0.97
1 C
E90+
786
227
4.10
0.46
0.38
4.94
2A
E90+
784
140
2.52
0.28
0.19
2.99
7A
EE70
696
208 we kited
3.32
0.35
0.00
3.67
7B
EE70
289
216
1.43
0.46
0.00
1.89
7C
N75+
0
197
0.00
0.34
0.00
0.34
6A
N75+
292
137
0.92
0.20
0.17
1.29
TOTAL WETTED ACREAGE: 16.09
NOTE: ALL ACREAGE EXCEPT 7C AND 6A ARE IN EXISTING WASTE MGT PLAN; PATH CROSSED
IN PULLS 7A & 7B EXCLUDED FROM WETTED ACREAGE
NOTES: 1. DRAWING & DIMENSIONS BASED ON NEW GPS MAPPING
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
SYSTEMS TABLES FOR APPROX. 70% SPACING (189 LANE SPACING, 252' WETTED DIA.)
3. ALL CALCULATIONS BASED ON NELSON SR100 WI0.8" TB NOZZLE (g 60 psi; USING 90% OF MFR
TABLE VALUE OF 280' WETTED DIA. = 252', 143 GPM. TRAVELER AG -RAIN E27A, WITH 820' OF 2.7" HOSE
4. ALL EFFECTIVE WIDTHS BASED ON EXISTING SYSTEM STANDARDS (112 DIA + 112 LANE SPACING FOR
MULTIPLE LANES, 90% OF WETTED DIA FOR SINGLE LANES, EXCEPT 7C AND 6A.
5.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
6. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVEL LANES TO ENSURE ACCURATE APPL.
7. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY: R_ Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St
Clinton, NC 28328
[phone]
Sign u Date

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
(inchesihour)
Application Amount
(inches)
5502
1A
Kenansville
0.60
1.0
5502
1C
enansville
0.60
1.0
5502
2A
enansville
0.60
1.0
5502
6A
enansville
0.60
1.0
5502
7A
Kenansville
0.60
1.0
5502
7B lKenansville
0.60
1.0
5502
7c
enansville
0.60
1.0
877415 natahace Version I_1 Date Printed 7/29/2004 1AF Pape l of t

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 applie
is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
III .. i1at1.....At.... mr Le v___ . �1
■. 03M V LLL LLA
LLVLA I aMe I ear 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbslA)
Comm.
Fert.
Nutrient
Applied
(lbsrA)
Rea
lbs+A)
App4c.
MethodLN)galJA
anuro
PA
Nutrient
Applied
(IbVA)
Liquid
anuro
ppiied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
1000
Tons
1000 gals
tons
5502
IA
SS
Kenansville
1.80
0.97
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
78.27
0.00
5502
is
S5
Kenansville
7.40
4.94
Hybrid Bermudagrass Pasture
5.5 Tons
311-9130
202
0
1 0
Irrig.
202
80.69
0.00
398.59
0.00
5502
2A
SS
Kenansville
3.80
2.99
Hybrid Bermudagross Pasture
5,5 Tons
311-9/30
202
0
0
Irrig.
202
80.69
0.00
241.25
0.00
5502
6A
S5
Kenansville
2.40
1.29
Hybrid Bennudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
104.09
0.00
5502
7A
S5
Kenansviile
4.40
3.67
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
107.45
0.00
394,34
0.00
5502
7B
S5
Kenansville
2.40
1.90
Hybrid Bermudagrass Hay
5,5 Tons
3/1-9130
269
0
0
Irrig.
269
107.45
0.00
204.13
0.00
5502
X
SS
Kenrtt►sville
1.00
0,34
Hybrid Bermudagtass Hay
5.5 Tons
311-9/30
264
0
0
brig.
269
107.45
0.00
36.53
0.00
-L
Total Applied, 1000 gallons
1.457.23
a
Total Produced, 1000 gallons
1,222.40
Balance, 1000 gallons
-234.83E
Total Applied, tons
ORR "Ni
0,00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
827415 Database Version 3.1 Date Printed: 7/29/2004 WUT Page 1 of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period_ These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied_ On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lbtac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
16-29
32.58
48.97
Hay 6 ton 1ZY.E.
300
2632
8.14
16.29
24.43
Soybean 40 bu
160
14.04
1517
30.54
45.81
827415 Database Version 3.1 Date Printed: 07-29-2004 Sludge Page 1 of 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 greaterthan 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.
Source Name
Swine N Lagoon Liquid
Des' Storage Capacity
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
28
1
2
0
1
3
1
1
4
70
1
5
39
1
6
140
1
7
147
1
8
165
1
9
180
1
10
149
1
11
119
1
12
88
* Available Storage Capacity is calculated as of the end of each month.
827415 Database Version 3.1 Date Printed: 07-29-2004 Capacity Page 1 of 1

r
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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).
827415 Database Version 3.1 Date Printed: 7/29/2004 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Wastelnutrient
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.
827415 Database Version 3.1 Date Printed: 7/29/2004 Specification Page 2

A
1
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
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.
827415 Database Version 3A Date Printed: 7/29/2004 Specification Page 3

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 waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
827415 Database Version 3.1 Date Printed: 7/29/2004 Specification Page 4

/'
Narrative
OWNER HAS THE OPTION OF WRITER ANNUAL OVERSEED OF ANY AREA IN HYBRID
BERMUDA HAY OR PASTURE AT AN ADDITIONAL 50 LB P.A.N. PER ACRE. WINTER
ANNUAL TO BE GRAZED OR CUT AS HAY.
OWNER HAS THE OPTION OF APPLYING AT BERMUDA HAY PAN RATES ON FIELDS
SHOWN AS PASTURE IF GRAZING IS NOT BEING PRACTICED DURING THE GROWING
SEASON.
303793 Database Version 3.1 Date Printed: 08-07-2004 Narrative Page 1 of I

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i

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3.
4.
LEGEND
/r : ' 252' DIA.
SPRAY PATTERN
O HYDRANT
------------ TRAVEL LANE
a THRUST BLOCK
Q AIR VENT
_._._._._._ DITCH
FIELD BORDER
111l11111l141111111 ROAD
_-_-_------- W----------------
NOTES:
&I
RECENEDIDENRIDWQ
AoU1Frn-PRnTr-rTl()N SFCT10N
MAR 18 2009
IRRIGATION LAYOUT BASED ON NEW MAPPING 1 Y DESIGNER USING SUBMETER
CAPABLE GPS EQUIPMENT AND PRIOR 1998 DESIGN. PULL 1 B REMOVED AND
PULL 6A AND 7C ADDED TO PREVIOUS PLAN
`AYOUT AND SPACING BASED ON 0.8" TB NOZZLE OPERATED ® 60 psi, AND USING
,OX OF MFR'S PERFORMANCE DATA. EFFECTIVE WETTED DIA=252', LANE SPACING
180, FOR 71 X LANE SPACING.
MAX TRAVEL LENGTH = 800' BASED ON REEL HOSE LENGTH OF 820'.
OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mpph.
BUFFERS AS SHOWN MUST BE MARKED TO PREVENT APPLICATION IN THESE XPAS.

_Ql'
7/z 9-/D 4-
SWAIN CONSULTING SERVICES,
503 UNDERWOOD ST. CLINTON,
910-590-2703
INC.
NC
I
WAYNE & MICHAEL SMITH
IRRIGATION MODIFICATIONS

TABLE 3: TRAVELER LAYOUT & OPERATING SPECIFICATIONS
Flow Rate: 143 Depth per Applic. 0.5 Wetted Dia. 252
LANE
PULL LENGTH,
ft
LANE SPACING,
ft
EFF. WIDTH
ft
ARC PATTERN
degrees
TRAVEL SPEED
ft/min
TRAVEL TIME
PRECIP. RATE
Inlhr
min.
hrs
TA
98
227
227
180
2.0
48
0.8
0.68
1 C
786
227
227
330
2.0
389
6.5
0.37
2A
784
140
140
180
3.3
239
4.0
0.68
.7A START
152
164
164
180
2.8
54
0.9
0.68
7A END
563
180
216
330
2.6
221
3.7
0.37
78
289
180
216
330
2.1
136
2.3
0.37 '
7C
0
196
196
180
2.3
44
0.7
0.68
6A
292
137
137
180
3.4
87
1.5
0.68
NOTES: OPERATOR CAN ALLOW APPLICATION @ START FOR APPROX 15 MINUTES PRIOR TO STARTING REEL.
TRAVEL TIMES BASED ON EFFECTIVE WIDTH FOR LESS THAN FULL WIDTH PULLS AND SINGLE PULLS.
7C CALCULATED IN OPERATING TIME FOR FIXED POSITION TO APPLY 0.5" APPLICATION DEPTH.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: _ ___ 0 9 - j
Facility Name: Wayne S eV16
Certified Operator Name: ( all B S m .f-h
County: Bladenl RECEIVED
MAR 11 2MB
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.i>.};=
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): 1
Spillway (Yes or No): N
Level (inches): 25_
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: 3/11/08
l 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.
LrJ[A jl sn�f� Phone
Facility Owner/Manager (print)
Date: 3 —//` 67 ?/
Facility Owner/Manager (signature)
PoA Cover Page 2/21100

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./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25,yr./24 hr. storm & structural freeboard 27.❑ inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 59856 Ift2
e. line c/12 x line d x 7.48 gallons/ft3 74620 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 455160 ft3
h. current herd # 6400 certified herd #1 6400
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 9/27/2007
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)
455160 ft3
30976 ft3
399001 ft3
655792 gallons
1.70 Ibs/1000 gal.
1241.7 lbs. PAN
PoA (30 Day) 2/21/00

It. 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
line m = 1241.7 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure 1D:
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 +2+3+4+5+6= 1241.7 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-
2 PAN valance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
55021
la
Bermudagrass Pasture
0.97
202.00
195.9
5502
1 c
Bermudagrass Pasture
4.94
202.00
997.9
5502
2a
Bermudagrass Pasture
2.99
202.00
604.0
5502
6a
Bermudagrass Pasture
1.29
202.00
260.6
5502
7a
Bermudagrass Hay
3.67
269.00
987.2
5502
7b
Bermudagrass Hay
1.90
269.00
511.1
5502
7c
Bermudagrass Hay
0.34
269.00
91.5
'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) 3648.2 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line In from section II) = 1241.7 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section lll) = 3648.2 lb. PAN
y. Overall PAN balance (w - x) _ -2406 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
PoA (30 Day) 2/21/00

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax [phone]
WASTE WATER IRRIGATION DESIGN
DEN —FRO
JUL 2 9 2ag4
DWQ
OWNER(S): Wayne and Michael Smith ----
FARM NAME: Same
FARM LOCATION: SR 1522 North of White Lake, NC Bladen County
FARM TYPE: 6400 Head Wean to Feeder Swine Farm
INTEGRATOR: Brown's of Carolina, Inc.
DESIGNER: R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License #16415
PHONE: [phone]
SEAL: DATE;
SEAL
16415 Revised 2/19/98
IN
�fG4RYP�

J
The total amount of wastewater to be applied should not exceed the nutrient requirements of the
crops based on the soil type (see attached nutrient management plan). Each application. of
wastewater should be limited to the specified maximum rate per hour and a recommended 0.5"
depth per irrigation cycle. During times of excessive rainfall, the amount that needs to be
applied may be dramatically decreased
TABLE 3: IRRIGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler
143
Operating PSI at Pump
110-
Design Precipitation Rate in/hi
0.55 max.
Hose Length
820'
Speed Compensation
Mechanical
Pump T
En 'ne
Horse Power Required
25
Note: This is a preliminary design and should be viewed as such. The design shows that this
site is capable of accommodating the proposed production facility in accordance with the infor-
mation provided_ Further detail should be fumished at the time of equipment specifications with
selected dealer.
Accurate records should be maintained on the operating time and nutrient content for each
irrigation event. The pressure at the pump, traveler, and gun should be recorded to maintain
accurate application rates. Forms for recording data can be found in the North Carolina Certifi-
cation Training for Operators of Animal Waste Systems Manual.
Pumping should occur as much as possible during the daylight hours. Running at night should
be avoided when possible. At the beginning of each operation the pressures need to be checked
against the parameters as laid out in this design. If by some chance they do not match, shut
down the system and make the proper adjustments. The specifications must be followed exactly
to prevent runoff and ponding. Pumping should never occur during rainy periods or when the
ground is saturated. The operator should be on site as much as possible during operation and it is
imperative that he/she be present during the beginning and ending of pulls.
It is also highly recommended to conduct annual calibrations of your equipment. With the data
recorded at each operation and information provided in this design, the operator can take a few
easy steps to ensure the system is operating as it was originally designed.
Page 5

K
APPLICATION OF WASTEWATER
As stated above, the system will be installed to irrigate mostly Kenansville soils cropped with
coastal bermuda hay and coastal bermuda pasture. Table 1 below shows information on the
areas incorporated into the design.
TABLE 1: FIELD SPECIFICATIONS
Field ##,
ane
Slope
Soil
Type
Crop
Precip
Rate
Max App
per Cycle
Irrig.
Acres
1& 5 1 A-1C
0-3%
KeA
Coastal Bermuda Pasture
0.6
0.95
8.54
2 3, & 4 2A
0-3%
KeA
Coastal Bermuda Pasture
0.6
0.95
- 34
7 7A-713
0-3%
KeA
Coastal Bermuda jLay
0.6
095
4.06
TOTAL
15.9
As shown in the table above, NRCS allows up to 0.95" depth of application. However, it is
recommended to limit depth to 0.5" to decrease the risk of runoff or ponding of wastewater. As
described earlier, the Kenansville soil has a poor moisture holding capacity, so larger applica-
tions could also result in nutrient movement through the root zone. If larger applications are
made, the owner should insure that soil moisture conditions are favorable to allow infiltration
and retention of the irrigated wastewater within the root zone of the present crop. The combina-
tion of low precipitation rate and small applications should prevent any ponding or runoff from
occurring, as long as other requirements are met (not applying to saturated or frozen soil, etc.).
The length of the travel lane will determine the length of time required. Table 4 lists the
estimated travel length and the respective time to complete each pull. Another application of
wastewater should not be applied until the last amount of wastewater has been used through
evapotranspiration. If no rainfall occurs, that will normally range from three to five days. This
may vary depending on climate. Table 2 below details the irrigation operation for each traveler
pull, or lane.
TABLE 2: MUGATION LAYOUT A1VD OPERATING SPECIFICATIONS
Field
##
Lane
Travel
Spd,
ft/min
PR
Rate,
idhr
Effect
Width
ft
Effect
Length,
ft
Wetted
Diam,
ft
Nozzle
Size
Gun
PSI
psi @
Reel
gpm
Arc
Pattern,
Degrees
1,5
lA
2.2
0.55
212
619
290
0.8
60
90
143
180
1,5
113
3.5
0.55
130
503
280
0.8
60
90
143
180
1
1C
2.3
0.55
197
891
280
0.8
60
90
143
180
2-4
2A
2.8
0.55
162
888
280
0.8
60
90
143
180
7
7A
2.2
0.49
212
594
280
0.8
60
90
143
200
7
713
2.7
0.55
170
300
280
0.8
60
90
143
180
Page 4

SPECIFICATIONS FOR THE LAND APPLICATION OF
WASTEWATER IRRIGATION SYSTEM FOR
WAYNE AND NIICHAEL SMITH
6400 MEAD WEAN TO FEEDER PIG FARM
The Wayne and Michael Smith farm (Smith) consists of 6400 head capacity contract wean to
feeder pig swine confinement buildings with a single anaerobic lagoon, located in Bladen
County near White Lake, NC. The original waste utilization plan was developed by Brown's of
Carolina. As discussed in this report later, a new waste utilization plan (or nutrient management
plan) has been developed by Swain Consulting Services, Inc. to correspond with this irrigation
design, and to meet the requests of the owners. The annual plant available nitrogen (PAN) -
produced by this particular operation will be approximately 3,072 pounds.
The soil types on this farm in the areas of waste water application are primarily Kenansville fine
sand, with a small area of Centenary. The Kenansvilleseries is a well drained Coastal Plain and
terrace soil with a thick sandy surface layer. infiltration is rapid and surface runoff is slow.
Permeability is moderately rapid, and available water capacity is low. Seasonal high water table
is typically below 6 feet. The design irrigated precipitation rate is 0.6 inches per hour with cover
crop, and the recommended application depth is 0.95 inches for summer perennials according to
NRCS irrigation guidelines.
The waste utilization plan includes a cropping system of coastal bermuda hay and pasture, with
optional winter small grain overseeding. The total available acreage of the fields to be utilized
on the A.SCS map is approximately 22 acres. The area at the ends and on the sides of the pulls
will not receive uniform coverage during application. The area of the sides that is receiving
effective irrigation is considered approximately 80 percent of the wetted radius of the chosen
sprinkler. The ends are approximately 60 percent of the wetted radius of the chosen sprinkler.
Where possible, a portion of the "ineffective" wetted area overlaps into adjacent wooded areas to
allow uniform coverage to field edges. Based on the attached irrigation layout utilizing the
specified equipment, approximately 15.9 acres can be effectively irrigated in the three fields to
be utilized.
The calculations made in the NMP show that the 15.9 acres of coastal bermuda hay and pasture
will utilize 3,544 pounds of PAN annually. The plan is written to allow an option of including
winter annual o_verseeding on all areas, although winter cropping is not required based on the
nutrient balance. Overseeding will allow more flexibility in managing the wastewater by provid-
ing an extended time period for allowable irrigation. The acreage used in the nutrient plan is
based on effective wetted area from this design, so the irrigation design exceeds the require-
ments of the waste utilization plan.
The annual loading rates are approximately 275 pounds PAN per acre per year for the coastal
hay, and 205 pounds per acre for the coastal used as pasture, with an opt�ddina 50 Hounds
PAN per acre for the overseeded winter small grain_ There should be adequate storage to allow
Page I

time for application of waste water on the crops listed. The total amount of waste water that
needs to be removed from the lagoon will vary based on the yearly rainfall amounts. Years
where there is an unusually high rainfall amount, more water will need to be pumped on the
spray fields. It is a good idea for the operators of this system to be familiar with average
rainfalls for their particular regions. This can help in scheduling land applications. This infor-
mation can be obtained at the local extension offices or at NC State University. In all cases, the
volume of wastewater applied must not exceed the PAN balance, based on wastewater strength
as determined by at least semi-annual analysis. Annual wastewater application is estimated as
1.9 million gallons, based on the lagoon design.
A minimum buffer of 100 feet is observed from wells on the site. The design also accounts for
required buffers from an adjacent residence (200') and property line of same (50'). Actual_field
layout and installation of the system must verify these and other setback requirements.
LAND APPLICATION SYSTEM
Preliminary design layout and equipment specifications were in conjunction with the owner's
requirements and take into account the owner's desire for a low-cost system. Recommended
equipment includes the Ag-Rain Model E27A Hard Hose Traveler, equipped with 820 feet of 2.7
inch poly hose, and a Nelson SR100 end gun with a 0.8 inch taper bore nozzle, or equal. Equip-
ment size and capacity are limited by site conditions, particularly width of fields, so any modifi-
cation of equipment must be verified by the engineer for suitability. This system will require
approximately 220 hours of pumping per year based on pumping volume estimates in the lagoon
design. The arc angle of the sprinkler varies between pulls to allow maximum wetted area (see
plan). As shown in the attached calculations, all settings are below the maximum specified
application rate.
Design of the system is based on operating the specified sprinkler at 60 psi, which is recom-
mended for minimizing drift problems associated with higher pressures. The wetted diameter of
the selected sprinkler is 280 feet and flow is 143 gallons per minute using a pressure at the sprin-
kler of 60 psi. Using a lane spacing of 70% of wetted diameter yields a spacing of 196 feet, so
200 feet will be used The system should never be operated when wind speeds are greater than
10 mph and preferably less than 5 mph.
A total of six (6) hydrants will be required on the farm. The longest travel distance is approxi-
mately 765 feet (891 feet effective wetted length). Start and stop pull locations should be
accurately flagged when the system is installed to insure that wetted area does not encroach
specified buffers.
When the system is first started at the beginning of the travel lane, the cart should be allowed to
remain in a stationary spot for a period of approximately 15 minutes to allow for complete
coverage at the end of the travel lane. This time may need to be adjusted in accordance with the
soil moisture conditions. When the soil already has a higher moisture content than normal, the
times should be decreased. At all times, the operator should be present with the machine during
Page 2

these time periods to prevent any runoff or ponding of waste water. Table 4 gives the estimated
i travel distance and corresponding times for each travel lane (the 15 minutes has been added).
A pump which has a capacity of 143 gpm and can maintain a pressure of approximately 110 psi
will be needed. This will require detailed specification at the time of actual pump selection.
Diesel engine has been chosen for the power unit, and efficiencies for both the pump and engine
have been assumed in these calculations for preliminary design purposes. The power unit should
be sized after a pump unit is selected, and the horsepower required shall be based on perform-
ance curve for that pump. The owner may also choose to use an electric motor, which will affect
the horsepower required, since electric motors are generally considered 90% efficient.
Approximately22= of bell and gasketed 4" class 160 IPS PVC pipe will be needed for the
underground system supply line. Actual total supply pipe footage must be verified by irrigation
company when laying out the system. The owner should also consider using Class 200 IPS pipe
with the irrigation installer, as cost difference is sometimes negligible. The hydrants will be
constructed out of schedule 80 fittings and class 200 pipe to withstand any high water hammer.
The top of the hydrants will be equipped with ceramic butterfly valves, between two flanges and
aluminum male circle lock adapter on the top of the hydrant. Each end riser will be equipped
with a 2" sweep and 2" air relief valve to allow any air in the line to excape without causing any
damage to the line.
The pump shall be attached to the underground mainline with a 15' flex assembly, consisting of
15' of 4" lay flat flex hose and two 4" circle lock fittings. The end that hooks to the pump will
have a male end, so that it can attach to the female on the pumping unit. The end going into the
ground will have a female end to attach to the male side of a 4" aluminum 90 degree elbow
which is locked onto the top of the hydrant which is made like the field end riser, including male
circle lock top, butterfly valve, 2" sweep, schedule 80 fittings, 2" air relief, 2" adjustable
pressure relief, and a 0-200 isolated pressure gauge. A similar. gauge will be at the traveler so
the operator will be able to read the pressure at the pump as well as the irrigator.
The pipe will be installed with a minimum of 30" cover over the pipe. This will prevent the
pipeline from being struck by any agricultural equipment. When trenching the PVC pipe all
manufacturer's recommendations should be observed. Concrete thrust blocks should be poured
at all tees, ells, gate valves, ground entry, and end risers in the system. See table 5 for thrust
block sizes and attached specifications for thrust block designs.
At the pump there will be a Berkeley discharge priming valve. This swing type valve will allow
the operator to shut down the system without the water draining back through the pump. The
back pressure of the water in the line will operate the valve. There will be a diaphragm valve on
the suction side of the pump to fill the pump and suction line when the operator starts up the
system. At startup the underground line should not be filled any faster than 40 gpm. There will
be a 4" butterfly valve on the entry at the ground which will allow the operator to remove the
pump from the site after shutdown and the valve will prevent the water in the line from draining
out.
Page 1

PIPE INSTALLATION
All pipe is to be bell and gasket Class 160 IPS, PVC plastic pipe, and the fittings shall be
gasketed as those manufactured by Harco, or equal. The hydrants are to be assembled from
schedule 80 PVC slip fittings, with class 200 PVC pipe. Pipe should have a minimum 30" of
compacted cover to prevent the pipeline from any damage. Concrete thrust blocks will be
poured at ells, tees, and end hydrants, as well as ground entry of supply line and gate valves. See
Table 5 and supporting calculations for details and sizes. The thrust blocks shall be poured in
place on undisturbed earth to prevent the line from separating at any of the joints. After installa-
tion, all trenches are to be backfilled and compacted to prevent sediment runoff and soft spots in
the field area. -
MAINTENANCE
There should be no land application of wastewater during freezing temperatures. The pump, the
above ground portion of the discharge pipe, and the suction line should be drained during freez-
ing temperatures, to avoid ruptures. The risers should be drained to approximately one foot
below the surface during freezing temperatures.
Check all valves, pressure relief, gauges, and hydrant tops at least two to three times per year for
proper operation and for leaks. The pump should be well maintained and greased properly (refer
to the operators manual for basic pump maintenance). Additional maintenance may be required
due to the corrosion and salt buildup problems associated with the wastewater. The engine must
be serviced regularly with oil, coolant, and lubricant (refer to the engine operators manual).
The traveler hose reel and gun cart also require regular inspection and maintenance. The
traveler should be inspected for proper operation before each startup of a pull (refer to traveler
operators manual for maintenance instructions). It is also recommended to wash down the
traveler., gun cart, and pump periodically to reduce corrosion. When the pump is removed from
the system, make sure the butterfly valve on the system is closed to prevent objects from entering
the pipeline. If the system is to be out of use for an extended time, it is recommended to store
the traveler out of direct sunlight, as sunlight can damage the poly pipe over a long period of
time.
At every startup, check for leaks, and make sure the line holds a constant pressure. If a leak is
found, shut the system down, and do not operate until repaired. If runoff occurs off -site due to a
leak or other malfunctioning of the system, the owner is required to follow the emergency action
plan included in the facility design.
J
Page 6

J
CALCULATIONS
PRECIPITATION RATE
The precipitation rate (PR) should not exceed the infiltration rate of the soil and is calculated as:
where,
Q
r (radius)
w (arc)
PR = 96.3 x O_ 360
3.14(0.9 r Y w
= 143 gpm
= 140 feet
180 degrees (worst case for PR)
PR = 0.55 inches per Dour (iph)
TRAVEL SPEED
The travel speed is calculated in feet per minute as follows:
Speed = 1.605 x
d x s
where,
Q — gpin
d = application depth (use 0.5" as recommended)
s = lane spacing, or effective wetted width
Speed (Lane 1A) = 1.605 x 143 = 2.2 ft/min.
0.5 x 212
Travel times for each pull are listed below in Table 4, showing approximate length of each pull
and corresponding time to complete the pull. Individual travel speeds are based on effective
wetted width, and the corresponding travel times include a 15 minute delay at the beginning of
each pull to provide a uniform spray pattern over that area. This delay time may need to be
reduced if runoff potential exists.
Page 7

Total Dynamic Head
To account for the Total Dynamic Head, the friction loss in the mainline as well as the traveler
hose must be accounted for.
FL _ _2083 C100 1.852 x Q 1.1152 x L
c D 4_8656 100
where,
F1 = Friction Loss, feet head
Q - Gallons per Minute
D = Pipe diameter, in.
L = Length of Line, ft
c = Pipe Coefficient
Mainline Calculation:
L = 2200' worst case c = 150 for plastic pipe D = 4" Q =143 gpm
FL — .2083 100 .352 x 1431,352 x 2200
150J 4 4.9656 100
25.0 feet head x .433 = 10.8 psi loss
Traveler Hose Calculation
L = 820' c = 150 D = 2. T' Q = 143 gpm
Fl — .2083 1100N1.852 x 1431s52 x 820
[� 50 - 2.7 4.M56 100
63.0 feet head x .433 = 27.3 psi loss
Page 9

i
Total Dynamic Head for the Complete System
60 psi (spk pressure) + 27.3 (traveler hose loss) = 87.3 psi (traveler inlet pressure)
87.3 X 2.31 — 201.7'
Mainline Loss = 25.0'
Elevation within field = 3.0'
Suction Lift -- 8.0'
Fitting Loss = 5.0'
5% Factor = 12.1'
TDH = 254.8'
Pump PSI 254.8 / 2.31= 110 psi
BRAKE HORSEPOWER
BHP 0 x TDH (feet)
3960 x Pump Efficiency (decimal)
Assume pump efficiency is approx. 50%.
BHP = 143 x 255
3960 x .50
= 18.4 hp
ENGINE HORSEPOWER
HP = BHP
Engine eff. (decimal) Use 75% efficiency for diesel engine
18.4 W 24.6 hp required Thus min. 25 hp diesel engine req'd
.75
Page 10

Feld Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans J.C. Barker J.T. Smith R.E. Sheffield
Land application equipment used on animal production farms must be field calibrated or
evaluated in accordance with existing design charts and tables according to State Rules that
went into effect September 1, 1996. Technical Specialist certifying waste management plans
after September 1, 1996 must also certify that operators have been provided calibration and
adjustment guidance for all land application equipment. The nites apply to irrigation systems
as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers charts are bated on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment ages and components wear. As a result, equipment should be field calibrated on a
regular basis to ensure that application rates and uniformity are consistent with values used
during the system design and given in manufacturers specifications. Field calibration involves
collection and measurement of the material being applied at several locations in the
application area- This publication contains step by step guidelines for field calibration of hard
hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than assumed in the design will alter the
application rate, uniformity of coverage, and subsequently the application uniformity.
Operating with excessive pressure results in smaller droplets, greater potential for drift, and
accelerates wear of the sprinkler nozzle. Pump wear tends to reduce operating pressure and
flow. With continued use, nozzle wear results in an increase in the nozzle opening which will
increase the discharge rate while decreasing the wetted diameter. Clogging of nozzles or
crystallization of mainlines can result in pressure increase and reduced flow. Plugged intal=
will reduce operating pressure. An operating pressure below design pressure greatly reduces
the coverage diameter and application uniformity. Field calibration helps ensure that nutrients
from animal waste are applied uniformly and at proper rates.
The calibration of a hard hose or cable tow system involves setting out collection containers,
ol:nrating the system, measuring the amount of wastewater collected in each container, then
compating the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides a good "estimate" of the
total volume pumped from the lagoon during each irrigation cycle. The average application
depth can be determined by dividing the pumped volume by the application area. The
average application depth is computed from the formula:
Average application depth (inches) =
Volume Pumped (gallons)
27,154 (gallac-in) X Application area (acres)

Animal Waste Management Systems r
Raaoty tt+s teat,.
start klts7tttn wW amorrt of a,g- dwwq k lover
area,, srgataa stir aaas ~ sear apt
sppsaoort W44M
Evata is ugoas Cr
pond Wmt
ita Stan M taa OMM a � am*=
semm n as 25-row.
VOM t0 � d
{Ftasoarry ptta 2Slsar.
24antr storm)
Is Cu Iaeprr At WM 7 Ww W "w. aw
os0 M mote am era or wvy
l aaaanrnt a+oraaon ro appq Ox"
raksrta7 aerorartIk maw&
Yon NO
1s Ma afro smeary ifa � � •
vowmq or+rrmn 70 Do Not irrigate vas M-6v a nmmw
Bala of baa+q ytaraae 7
rate for ma aop bean
sppMi7
V Yp
Yes
is ter QMUM
aas;+a=M or t� is ■ rrrr„p
Fig. 5-1. Nutrient management and irrigation scbeduling decision -making flamcbam
Basic Soil -Water Relationships
Before attempting to measure or est mate soil -water contenr, you should
understand some basic soil -water relationships. Important terms you should be
fA-1
Norrh Grolier: Suu Ursivrriity

NUTRIENT MANAGEMENT PLAN
Grower(s):
Wayne & Michael Smith
Farm Name:
Wayne & Michael Smith
County:
Bladen
Farm Type:
Wean -Feed
Farm Capacity:
6400
Storage Structure:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
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
*I 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 carved 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.):
6400 animals X 222.65 gal/animal/year =
1,424,960 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (ibs):
6400 animals X 0.48 Ibs/animai/year =
3,072.00 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
/Ac
Ibs N
Required
Time to
Apply
5502
7
KeA
C
5.5
50.00
4.1
275.0
1116.50
Mar -Oct
5502
1, 5
KeA
B
4.1
50.00
8.5
­205:0-
1750.70
Mar -Oct
5502
2,3,4
KeA
B
4.1
50.00
3.3
-205:$-
676.50
Mar -Oct
Total 15.9 3543.70
Available N 3072.00
"Difference -471.70
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
)annuals.
*A negative number reflects the total Ibs 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
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.
Page: 3

April or May). Shading may result if small grain gets too high and this will definitely 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:
CropC4de
"o
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - 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
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N 1 bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N ! ton
50 lbs N / ton
1.3 lbs N I bushel
2.4 lbs N I bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt.
2.4 lbs N 1 bushel
4.0 lbs 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.
SLUDGE APPLICATION:
Page: 4

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 0.072 pounds of plant available nitrogen per animal por year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2304.00
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 7.68 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 18.43 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
}
I Field
Soil
Type
Crop
Application Rate
in/hr
Application Amount
" inches
5502
7
KeA
C
0.60
0.95
5502
1,5
KeA
B
0.60
0.95
5502
iI
i
12,3,4
I
KeA
B
0.60
.._
0.95
'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.
Page: 5

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:
Owner has the option of winter annual overseed of any area in coastal bermuda and applying an
additional 50 Lb Pan per acre. enter crop may be grazed or cut as hay.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
) Name of Farm: Wayne & Michael Smith
Owner/Manager Agreement:
I/we 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. Itwe 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 1 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.
-Fame of Facility Owner:
Signature:
Wayne & Michael Smith
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: -_
Affiliation:
Address:
Telephone:
Signature: W,
Please Print
Date
R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
Af"
Page: 7

Ani: I Waste Management Plan Cel ication
(Pleas- type or print a€1 information that dues not recuirr a signature)
T.
(P
Esisttn¢ ";orK: Ne ar. ` 'Ex n`ed Tease circle fine
Nam. e of FE- r.: WA VAIr 4' Aic" - 5�4 !
Owners) Name:
Mailing Address
Farm Location:
acility No:
hone No: 40- 991 !6zO
Fourteen Dig-ir Hydrologic Unit:—�3 Qo(a 1 bo3a -^
Latitude and Longitude: 3'r W D0" I 78o Z 1 `f5 t' County:
Please attach a copy of a county road reap with location ideadfied and describe below (Be specific: road
names, directions, milepost, etc.):
( A06' :5m ITH ex4p OFF HW 7al ge--7WeZ�Z1 laf LAI JD ,l- r
02gration i2esgrintiori:
Type of Swine N , f ARi,nals .
Wean to Feeder LOTO 0
* Feeder to Finish
* Furrow to Wean
D Farrow to Feeder
ZI Farrow Eo, Finish
Type of Poultry No. of Animals Type of Cattle No. of fnimals
Layer ❑ Dairy
0 Pullets Z) Beef
Ocher Type of Livestock: Number of Animals:
Acreage Available for Application: Required Acreage: Al
I`iumber of 600 / Storaze Ponds : I Total Capacity: Z155/4 0 Cubic Feet (ft')
Are subsurface drains present on the farm: YES or t `O (please circle one)
Mks#a,##fi+Ks#�++k+ic#�,k##5:#a#•i#�k�k##ie#+e�ks#�i#�k##kic## ###�k###a+�*,k#.+i�k,hip####i�iedri�#�##ir#�k:il.##
. Qwner / Manager Agreement
ty
1 (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any 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-tho Division of
Environmental Management before the new animals are stocked I (we) understand that there must be no discharge of animal
waste from the storage or applic-ation systern to surfac= waters of the state either directly through a man-made conveyance or
from a storm-event"less severe than the ?S-year, 24-;your storm and there must not be run-off from the application of animal
waste. ^ I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using E=h:ric-i
standards developed by the Natural Resources Co=rvadon Service. The approved plan will be filed at the farm and ar the
office of the local Soil and Wale: Conservation Disrict I (we) know that any modification must be approved by a tr:hnic�l
specialist and submitted to the Soil and Water Conser--ration Dimrict prior to implementation. A change in land owne:-ship
requires written notification to Di=v1 or a new ccndfication (if'the approved plan is changed) within 60 days of a title transfer -
Name of Land Owner : l,(% SM I rl-tr
Signature: ! -i :r ,.:' l; Date: 1 ' -2 `-
Name of Manager(if different from owner):
Signature: ' """'' wo�'Da'te7
AWC -- April ZA, 1996 l fir' " ? 149/
µ, ; . , . `?ON

I echnical Specialist Certification
.l. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, I cc:afy that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA-Narural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elen ents are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, 1), the technical specialist should only
certify parts for which they art technically competent.
11 Certification of Design
A) CollectiQ32, St!2rage.r nt SXIUm
Check the apprvpricte box
0 Existing facility without retrofit (SD orWTfP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste udlizarion requirements.
New, expanded or reErofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
Iagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications. :
Name_of-3-echniral Specialist (Please'Prim): i°.
--�- =—T -
Affiliation:
Address(Agency): _5-G c��� c.., e t St Ak! -?-83-4 Phone No.:
Signature: �': y _ Date: t I �f 9 t _ --
B) Land Anniication Site (WUP)
} The plan provides for minimum separations (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste management; hy4raulic and nutrient loading rates.
Name of Technical Specialist (Please Print): hl,,Kk III.AJS'OA
Affiliation:— "s OF Gr,JAt-
Address(. ): 0 X Ir & Z�3� Phone No.: l0 Z93 zGy�
Signature: Date: �D
Q/11L frg Igrior Lots
Chem the appr rcre box
Facility without exterior Iots (SD or WUP or RC)
This facilitydoes not contain an exterior lots.
y
0 'Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical star develop, J by NRlCS.
Name of Technical Specialist (PIease Print): IMF+ V I�S�N
Affiliation: �S OF AIeO(-1A14
Address , gen -Po. or. 7 9C Z939 9 Phone No.: 9KV 29
Signature: Date: D
V
AWC -- April 24, 1996 2

Check Ow appropri=e
0 Exi tins facility with exi ring wa to a Iication a u' mcn (WUP or l)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and rabies and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either'the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
New gr exl2anded facility' or exi j'ng facility with ut exi ring waste alica ' n qguipment (I)
Animal waste application equipment specified in the plan has been desig ed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Naive or Technical Specialist (Please Print):
Af iliadon:
Address (A gency): Phone No.:
Signature: Date:
III. Certification of Installation
,A) Collection. StorywgTreatmgnt,Installation
New, expanded or retrofirted faciliry (Sn
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been instilled in accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, no certifications is necessary.
Name of Technical Specialist (Ficase Print):
Affiliation:
Address (Agency): a .3 c� .�l z.,- -1 �-. Phone No.:
Signature: `�_ ,�. Date:
AWC — April 24, 1996 3

B) Land Application Site (WL`P)
Check the appropriate box
The cropping systcrr± is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegemdon as specified in the plan by s'!s- 9 7
(month/day/year); the proposed cover crop -is appropriate for cocnpliancc with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be esdablished on newly cleared
land within 330 days of this certification, the owner has corrunitted to establish an interim
crop for erosion control;
Name of Technical Specialist (PlcasePrint): 1►�++x VIhSSe J _
Afr-iliadon:___,,
Address(Ag
Sta attire:
This following
above has beer
is only to be used when the box for conditional approval in IIL B
I (we) certify that I (we) have commiaed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste management plan and will subject me (us) to an enforcement action horn DE','vL
Name of Land Owner
r o•
Signature:
I M
Date: yZ_
Name of Manauer(if different from owner):
Signature: Date:
C) Runoff Controls from, .x erior L is . (RC)
Facilitv_With exterior lots
------Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan. -
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: —
Address (Agency): Phone No.:
S i Qna,--u.re:
AWC -- April 24, 1996 4

D) AnoliCatiQn al3d HQndljnaFqL1fnmentc i ion (WUP or n
Check the appropriare block
❑ Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners ind are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third parry application and has provided a
signed conn-act; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided ro the owners and are contained as pan of the plan.
Conditiorial approvaL4nimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by er-/-S-
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
__a.nd.until the waste can be land applied in accordance with the cropping system contained
�__ in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as parr of the plan.
Name of Technical Specialist (Please Print): -JIMm
Affiliation: OoAs or NvL,AtA _
Addre A� c
Signarure.
lone No.: 110 293 29Yq
ate: 1- ?Zl -
The rollovInoignafthre block is'only to be used when the box for conditional approval in III D
above has betri checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize ::at failure to submit this verificarion is a violation of the
waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:. we .5pnl rp�-
Signature:
Date:
Name of Manager(if difcrent from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the Iocal Soil and Water Conservation District Office and to keep a copy in
your files with. your Animal Waste Management Plan.
AWC -- April 24, 1996 5

-'SEMERGENCY ACTION PLAN
PHONE NUNMERS
DWQ 10��81o�lSif�
ENVMRGENCY MANAGENfENT SYSTEM 911
SWCD 1qLo91oz K16
NRCS g l o A,2 03b
This plan will be implemented in the event that wastes from your operation are Iealdng,
overflowing, or running off site_ You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. Thisplan shouId be posted in ,= accessible location for all =piig= at the
ftdily, The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are Iisted below,
A Lagoon overflow —possible solutions are:
a. Add sosl to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c_ Incorporate waste to reduce runoff
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump,
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators_
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the -extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
C Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies. Of— 1(57
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone 910 fty t5i 1 After hours, emergency number: 111-733 3g4?,Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spA
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill Ieaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number qlo kZ ql , local SWCD office phone number
5_10-16-7-biN. and local MRCS office for advice/technical assistance phone number
Rlo M, %gab.
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

'r
5. Contact the contractor of your choice to begin repair of problem to minun=* off -site damage.
a. Contractors Name: _iSaA}ftib QftUL _
b. Contractors Address:
c. Contractors Phone: - 2W
6. Contact the technical specialist who certified the lagoon (MRCS. Consulting Engineer, etc.)
a. Name:
b. Phone:
7. implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
J

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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the.liquid level between these markers.
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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 49.75 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.50 . This temporary
storage less 25 yr and heavy rain contains 118559 cubic feet or
J 886819 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth'free of sludge at all times.
12. In December 1992,.the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
J

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. '-Keep vegetation on the embankment and areas adjacent to the
lagoon'mowedannually: 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge.has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth'freeof sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H-.0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through -the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

r
A
�,m{ Croix
LjDuL
September 26, 1997
MEMORANDUM
-rcA_A&
— Sm-,
OCT0 7 1997
TO: Private Technical Specialist
FROM: Carroll Pierce REG. OFFICE
SUBJECT: October Animal Waste Training Sessions
The SB 1217 Interagency Group has scheduled training sessions at four locations across the state
for Technical Specialists. The agenda items include:
• 6th Guidance Document
• General Animal Waste Permit Process
• 1997 Legislation Affecting Animal Waste Management
• Question/Answer Session .
All technical specialists from agencies and private enterprise are invited. Attendees are reminded
to bring their copy of the 6th Guidance Document.
The sessions are scheduled as follows:
• October 14, 1997
9:30 a.m. . Martin Community College, Williamston, NC
• October 15, 1997
9:30 a.m. James Sprunt Community College, Kenansville, NC
• October 21, 1997
10:00 a.m. Guilford County Ag. Center, Greensboro, NC
• October 22, 1997
10:00 a.m- Iredell County Ag. Center, Statesville, NC
The sessions should end by 2:00 p.m.

Page 2
September 26, 1997
Additional training has also been planned for technical specialists with the WUP designation
who are involved in certification of existing irrigation systems. Dr. Ron Sneed and Dr. Robert
Evans will address irrigation equipment capabilities, application and buffer parameters and other
irrigation plan elements which are basic to the evaluation of waste application systems.
These sessions will begin at 9.00 a.m. and end at 3:30 p.m. on the following dates:
+ October 20, 1997 9:00 a.m.
• October 23, 1997 9:00 a.m.
• October 24, 1997 9:00 a.m.
CDB/CP/tl
James Sprunt Community College, Kenansville, NC
Martin Community College, Williamston, NC
Guilford County Ag Center, Greensboro, NC

Ani: 1 Waste vlanaZemen� la.t' n
IV s
' {?iessr_ tvFe or print a3l information t.hat o�xlu�r� �j's�g�nai' )
Existin-or.: Nee;Ex';: ode ::(please
�T :...� ]�ilCi# � +�+ Fi�Y TPJi EMLLE
o \ia e _ F�-rrr VI" ITS QQ P�C_�n ariiiry Nn
Qw-;ser(s) Name: n� - Phone No: to-S9'� !4 59
Mailing AddreSs: I.C?�f ,E �ms� mod, &A•4_L" 7_9441
Farm. Locc::on: Fourteen Dim: Hydrologic unit:- 0 dais 3 0 Qo(a ) Zbo3o _
Latitude and Lonj rude: 3K 43' DO" I Igo 27' 45 County: I CA -Did
Please ariacb a copy of a county road map with location iaenu-led and desczibe below (Be speciric: road
names, directions, nulepost, etc.):
�5� M" A-
noeration De,;zcriotio
T pe or Swine N f An:rr-els .
Wean to Fe•_Ie: b
Femme er to Finish
Z rarpw to Wean
•D Farrow to Feeder
Zi Farzow Lo finish
Type of Poultry No. or Amin-ca Type of Carle No. of Animals
0 Layer Ct Dairy
Q Pullets 0 Beef
OtAer T?pe o1 L:veswck: Number of Ar?rrcls:
Ac7ca,gre Available for .application: Z,Z Required Acreage: Al
Number of ' agoo / Stora`e Ponds : I Total Capacity: `{55/G o Cubic Ft—_i (ft3)
A re subsu. face L=. s present on the farms: YES or t '0 (please circle one)
arax�e iae.x bra#?s##s##s�is it Mesa�fi#s#ai##ye ae: iaae;e is#ae sae,ea ae �exae ie is#aczas#iei■�M*arse##ae aesae;e aj«�r *i�ie ae i�#
Owner / Manager Agreement
I (we) verify that a?1 the above inform adon is cpr.---. and will be updsted upon changing. I (we) unde.-stsnd the opc--non and
maintenance procedures established in the approved animal waste management plan for the Earn naned above and will
in, pltme nt these procedures. I (we) know that any expansion to the existing design capacity of the waste tma-" sett and
storage system or consz`-action of new facilities will require a new certification to be submitted to-t4re Division of
Fnvironmental Management before _he new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the sate either di:ectly through a man-made conveyance or
from a storm event less severe di in the 2.5-year, ?--hour storm and there must not be run-off from the application of anim11
waste. I (we) understand that runoff of pollurans from lounging and heavy use areas must be minimized using =hrical
s=nd`.rds developed by the Nanfy.1 Resaur-.-es Conservation service. Tee approved plan will be filed at the fain and z: the
office of _ht local Soil and Water Conservation I (we) Scow that any modification must be approved by a tzchnical
specialist and submiced to _he Soil and Water Corse nation Disuict prior to ir.,ple.mentation. A change in laid owzr:ship
mqui...s written nod5c2ticn to DEM or a new =—Zlication (if the approved plan is changed) within 60 days of a title L-,..nsfer-
Name of Land Owner : I �►
Signature: Date: I - ? L/
Name of iManager(if different iior-n owner):_ vp
Signature:
AWC -- April 24 1996
— — —bate:_
o

i echnical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 5F .0005, I cc—mfy that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and spec�cadons
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA-Narural Resources Conservation Service (NRCS) and/or the Noah Carolina Soil and Water
Conservation Cornrlission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the playa as applicable. While each category designates a technical
specialist who may sign each ccrificanon (SD, SI, WUP, RC, 1), the technical specialist should only
certify pz�Ls for which they are technically competent. � F E
LIV
11. Certification of Design
A) Collection. Storage. Treatment Svstem 1 4 71991
Chuck the appraprirre box
FAYc17E1f iLLE
❑ Existing facility without retrofit (SD or WUP) �tiC�
Storage volume is adequate for operation capacity; storage capability co -n
waste utilization requirements.
New. exaanded or retrofitted facility (SD)
Animal waste storage and treatment suzactures, such as but not Iimited to collection systerns,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
soecifications.
Name of Technical Specialist (Pease Print):_!°.
J
AFtliarion:
e
Address(A,cncy): ?G �ru,�� Sf_ Cl:ri -z ML 2e-3— PhoneNo_:
Signature: y Date:^1(142 L
B) Land AnnUcation Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste management; hydraulic and nur ient loading rates.
Name of Technical Specialist (Please Print):,
Affiliation: 840&JAJ S OF eft4LIdAr
Address(:
Si Q:iattse
C) Runoflsf
Creek the anar ricre box
is
1rx V//;JSoI
Z� Phone No.: q10 Z93 z,L�
Date: rl
Facility without_ exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from loun� ng and heavy use areas have been
designed in accordance with technical scan develop by NRCS.
Name of Technical Specialist (Please Print): I01M • V/AIS_o�
Affiliation: IS OF eA7e0(-IA1A
Address ZOY- -7 9C Zg3 Phone No.: *0
Signature: Date:
AWC -- April 24, 1996

_ Check the appropr=e box
❑ Existing f ciliry with cxi tines wg tc a olication a ui ment (WUP or i)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the -
plan).
❑ New or expanded facili:v; or exisrin; facility without existing waste application cquipment (n
Animal waste application equipment specified in :.he plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained; calibration and adjustment guidance are contained as part of the
Plan).
Name of Technical Specialist (Please Print):
Af iliation:
Address (Aga Phone No.:
Signature: Date:
III. Ceriificaiion of Installation
A) Coll"tion,5S2aae, Treatmfnt Tnstallation
New, expanded or,retrofirted facility (SI)
Animal waste storage and treatment smictures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the rriinimum
standards and specifications.
For existing facilities without retrofits, no eerfification is necessary.
Name of Technical Specialist (Please Print): R —r.� n s�..;��•`r f'
Affiliation: _ S t,: `-n C�c.t /�.. r. S�-r✓r w s �.1.'_.
d
Address(Agency): -�_ c Phone No.:. 2I 310 `2 -7J 3
Signature: ` Datc: 1 /J °I 7
AWC -- April 24, 1996

B) Land A EmUSMOnn S e ("'UP)
Check the appropriate box
ZI The cropping system is in place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the
cropping, system as specified in the waste utilization plan has not been established and the
owner has committed to establish the vegctatiori as specified in the plan by 3=15- 9 7
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
ualiza, don plan_
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has corm-nitted to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print) 1►v� rKy = VI rS5 e J _�
Affiliation: 1 I dA - -
Address(AQ cy o box 0i AV � C Zka r% Phone No.: 0 29 3 2 f
Sig-ianne: Date: r/Q2, 7
This followingkhe
ure bl is only to be used when the box for conditional approval in III. B
above has beeed.
F (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to
DEM a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
I
iolation of the waste manatrement plan and will subject me (us) to an enforcement action from DEINt
Name of Land Owner:
r
Signature:'
Name of 'Ma
ger(if different froth owner):
Date: / — .Z .;?, ^ % i
Signature: D ate:
C) Runoff Controls from Exterior Lots . (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature:
AWC -- April 24, 1996 4
Date:_

D) Al2olicationa Ecuipment Tnstal%dion (WUP or n
Check the appropriate block
d Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjusu em materials have been provided to the owne:sand are
contained as part of the plan.
© Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed cona-act; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as pare of the plan.
Conditional approvaLAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by Y 'rt 2
'(monWdaylyear); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance witi-i the cropping system contained
in the plan; and calibration and adjustrnent guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print): lrMr'► e V/
Affiliation: '&0 0AQF &9b 1. I tJA
Addre A� c ). 4 o �l1 �,t iA04-,,J C Z$ III Phone No.: -rl0 Z93 204
Signature. Date: lr Z
The follo Wn
ignatTre block is'only to be used when the box for conditional approval in III D
above has checked.
I (we) cerdfy that 1 (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will subrr it to DES[ a ve.,rication of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional certification. I (we) realize "'---at failure to submit this verincadon is a violation of the
waste management plan and will subject me (us) to an enforccraent action from DENT.
Name of Land Owner :_J�:
17 / Signature: L'L.-�-r-1 - .-x- ,
nn!
Name of Manager(if di="erent from owner):
Signature:
Date: l ^ -2 I�,
Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24, 1996 - 5

August 19, 1997
I, Darryl Coble, agree to provide Wayne Smith (Farm u330 ) with pumping _
equipment and my services if needed, until he can make other arrangements.
Darryl Coble,
��Nz M7111
HT 0 7 1997
FAV F---f TE-0L L E
R C =i=ic

o f W A rFR Michael F. Easley, Govemor
Q William G. Ross Jr., Secretary
0 0 North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Wayne & Susan Smith
Wayne & Susan Smith Farm
1201 Wade Smith Rd
Garland NC 28441
Subject: Certificate of Coverage No. AWS090189
Wayne & Susan Smith Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County .
Dear Wayne & Susan Smith:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 25, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Wayne &
Susan Smith, 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 AWS090189 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the- management
of animal waste from the Wayne & Susan Smith Farm, located in Bladen County, with an animal capacity
of no greater than an annual average of 6400 Wean to Feeder 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 October 1, 2004. 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.
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 Pernuttee 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.
WEE
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal opportunity Action Employer
Internet httpJ/h2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycied/10% post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
ide
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090189
NDPU Files

SWAIN CONSULTING SERVICES, INC.
503 Underwood Street
Clinton, NC 28328
Telephone [phone] Fax [phone]
WASTE WATER IRRIGATION DESIGN
OWNER(S):
FARM NAME:
FARM LOCATION
FARM TYPE:
INTEGRATOR
Susan
Wayne and Aiehal Smith
Same
SR 1522 North of White Lake, NC Bladen County
6400 Head Wean to Feeder Swine Farm
Brown's of Carolina, Inc.
DESIGNER: R Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood Street
Clinton, NC 28328
N.C. License # 16415
PHONE: [phone]
SEAL: DATE:
r IN
SEAL
1641
5 Revised 2/18/98

The total amount of wastewater to be applied should not exceed the nutrient requirements of the
crops based on the soil type (see attached nutrient management plan). Each application. of
wastewater should be limited to the specified maximum rate per hour and a recommended 0.5"
depth per irrigation cycle. During times of excessive rainfall, the amount that needs to be
applied may be dramatically decreased.
TABLE 3: IRRIGATION SYSTEM SPECIFICATIONS
Flow Rate of Sprinkler m
143
OperatingPSI at Pump
110
-Design Precipitation Rate in/hr
0.55 max.
Hose Length
820'
Speed Com nsation
Mechanical
Pump Type
Engine
Horse Power Required
25
Note: This is a preliminary design and should be viewed as such. The design shows that this
site is capable of accommodating the proposed production facility in accordance with the infor-
mation provided Further detail should be furnished at the time of equipment specifications with
.1
selected dealer.
Accurate records should be maintained on the operating time and nutrient content for each
irrigation event. The pressure at the pump, traveler, and gun should be recorded to maintain
accurate application rates: Forms for recording data can be found in the North Carolina Certifi-
cation Training for Operators of Animal Waste Systems Manual.
Pumping should occur as much as possible during the daylight hours. Running at night should
be avoided when possible. At the beginning of each operation the pressures need to be checked
against the parameters as laid out in this design. If by some chance they do not match, shut
down the system and make the proper adjustments. The specifications must be followed exactly
to prevent runoff and ponding. Pumping should never occur during rainy periods or when the
ground is saturated. The operator should be on site as much as possible during operation and it is
imperative that he/she be present during the beginning and ending of pulls.
It is also highly recommended to conduct annual calibrations of your equipment. With the data
recorded at each operation and information provided in this design, the operator can take a few
easy steps to ensure the system is operating as it was originally designed.
Page 5

APPLICATION OF WASTEWATER
As stated above, the system will be installed to irrigate mostly Kenansville soils cropped with
coastal bermuda hay and coastal bermuda pasture. Table 1 below shows information on the
areas incorporated into the design.
TABLE I: FIELD SPECIFICATIONS
Field #,
(Lane)
Slope
Soil
Type
Crop
Precip
Rate
Max App
per C de
Ln ig.
Acres
1& 5 lA-IC
0-3%
KeA
Coastal Bermuda Pasture
0.6
0.95
8.54
2, 3, & 4 2A
0-3%
KeA
Coastal Bermuda Pasture
0.6
0.95
- 3.3-
7 7A-7B
0-3%
KeA
Coastal Bermuda Hay
0.6
0.95
4.06
TOTAL
15.9
As shown in the table above, NRCS allows up to 0.95" depth of application. However, it is
recommended to limit depth to 0.5" to decrease the risk of runoff or ponding of wastewater. As
described earlier, the Kenansville soil has a poor moisture holding capacity, so larger applica-
tions could also result in nutrient movement through the root zone. If larger applications are
made, the owner should insure that soil moisture conditions are favorable to allow infiltration
and retention of the irrigated wastewater within the root zone of the present crop. The combina-
tion of low precipitation rate and small applications should prevent any ponding or runoff from
occurring, as long as other requirements are met (not applying to saturated or frozen soil, etc.).
The length of the travel lane will determine the length of time required Table 4 lists the
estimated travel length and the respective time to complete each pull. Another application of
wastewater should not be applied until the last amount of wastewater has been used through
evapotranspiration. If no rainfall occurs, that will normally range from three to five days. This
may vary depending on climate. Table 2 below details the irrigation operation for each traveler
pull, or lane.
TABLE 2: IRRIGATION LAYOUT AND OPERATING SPECIFICATIONS
Field
#
Lane
Travel
Spd,
ft/min
PR
Rate,
in/hr
Effect.
Width
ft
Effect.
Length,
ft
Wetted
Diam,.
ft
Nozzle
Size
Gun
PSI
psi
Reel
gpm
Arc
Pattern,
Degrees
1,5
IA
2.2
0.55
212
619
280
0.8
60
90
143
180
1,5
1B
3.5
0.55
130
503
280
0.8
60
90
143
180
I
1C
2.3
0.55
197
891
280
0.8
60
90
143
180
2-4
2A
2.8
US
162
988
280
0.8
60
90
143
180
7
7A -
2.2
0.49
212
594
280
0.8
60
90
143
200
7
7B
2.7
0.55
170
306
280
0.8
60
90
143
180
Page 4

SPECIFICATIONS FOR THE LAND APPLICATION OF
WASTEWATER IRRIGATION SYSTEM FOR
WAYNE AND MICHAEL SMnW
6400 HEAD WEAN TO FEEDER PIG FARM
The Wayne and Michael Smith farm (Smith) consists of 6400 head capacity contract wean to
feeder pig swine confinement buildings with a single anaerobic lagoon, located in Bladen
County near White Lake, NC. The original waste utilization plan was developed by Brown's of
Carolina. As discussed in this report later, a new waste utilization plan (or nutrient management
plan) has been developed by Swain Consulting Services, Inc. to correspond with this irrigation
design, and to meet the requests of the owners. The annual plant available nitrogen (PAN)
produced by this particular operation will be approximately 3,072 pounds.
The soil types on this farm in the areas of waste water application are primarily Kenansville fine
sand, with a small area of Centenary. The Kenansvilleseries is a well drained Coastal Plain and
terrace soil with a thick sandy surface layer. Infiltration is rapid and surface runoff is slow.
Permeability is moderately rapid, and available water capacity is low. Seasonal high water table
is typically below 6 feet. The design irrigated precipitation rate is 0.6 inches per hour with cover
crop, and the recommended application depth is 095 inches for summer perennials according to
MRCS irrigation guidelines.
The waste utilization plan includes a cropping system of coastal bermuda hay and pasture, with
optional winter small grain overseeding. The total available acreage of the fields to be utilized
on the ASCS map is approximately 22 acres. The area at the ends and on the sides of the pulls
will not receive uniform coverage during application_ The area of the sides that is receiving
effective irrigation is considered approximately 80 percent of the wetted radius of the chosen
sprinkler. The ends are approximately 60 percent of the wetted radius of the chosen sprinkler.
Where possible, a portion of the "ineffective" wetted area overlaps into adjacent wooded areas to
allow uniform coverage to field edges. Based on the attached irrigation layout utilizing the
specified equipment, approximately 15.9 acres can be effectively irrigated in the three fields to
be utilized.
The calculations made in the NMP show that the 15.9 acres of coastal Bermuda hay and pasture
will utilize 3,544 pounds of PAN annually., The plan is written to allow an option of including
winter annual overseeding on all areas, although winter cropping is not required based on the
nutrient balance. Overseeding will allow more flexibility in managing the wastewater by provid-
ing an extended time period for allowable irrigation. The acreage used in the nutrient plan is
based on effective wetted area from this design, so the irrigation design exceeds the require-
ments of the waste utilization plan.
The annual loading rates are approximately 275 pounds PAN per acre per year for the coastal
hay, and 205 pounds per acre for the coastal used as pasture, with an option ofadding 50 pounds
PAN per acre for the overseeded winter small grain. There should be adequate storage to allow
Page 1

time for application of waste water on the crops listed. The total amount of waste water that
needs to be removed from the lagoon will vary based on the yearly rainfall amounts. Years
where there is an unusually high rainfall amount, more water will need to be pumped on the
spray fields. It is a good idea for the operators of this system to be familiar with average
rainfalls for their particular regions. This can help in scheduling land applications. This infor-
mation can be obtained at the local extension offices or at NC State University. In all cases, the
volume of wastewater applied must not exceed the PAN balance, based on wastewater strength
as determined by at least semi-annual analysis. Annual wastewater application is estimated as
1.9 million gallons, based on the lagoon design.
A minimum buffer of 100 feet is observed from wells on the site. The design also accounts for
required buffers from an adjacent residence (200') and property line of same (50'). Actual.field
layout and installation of the system must verify these and other setback requirements.
LAND APPLICATION SYSTEM
Preliminary design layout and equipment specifications were in conjunction with the owner's
requirements and take into account the owner's desire for a low-cost system. Recommended
equipment includes the Ag-Rain Model E27A Hard Hose Traveler, equipped with 820 feet of 2.7
inch poly hose, and a Nelson SR100 end gun with a 0.8 inch taper bore nozzle, or equal. Equip-
ment size and capacity are limited by site conditions, particularly width of fields, so any modifi-
cation of equipment must be verified by the engineer for suitability. This system will require
approximately 220 hours of pumping per year based on pumping volume estimates in the lagoon
design. The arc angle of the sprinkler varies between pulls to allow maximum wetted area (see
plan). As shown in the attached calculations, all settings are below the maximum specified
application rate.
Design of the system is based on operating the specified sprinkler at 60 psi, which is recom-
mended for minimizing drift problems associated with higher pressures. The wetted diameter of
the selected sprinkler is 280 feet and flow is 143 gallons per minute using a pressure at the sprin-
kler of 60 psi. Using a lane spacing of 70% of wetted diameter yields a spacing of 196 feet, so
200 feet will be used. The system should never be operated when wind speeds are greater than
10 mph and preferably less than 5 mph.
A total of six (6) hydrants will be required on the farm. The longest travel distance is approxi-
mately 765 feet (891 feet effective wetted length). Start and stop pull locations should be
accurately flagged when the system is installed to insure that wetted area does not encroach
specified buffers.
When the system is first started at the beginning of the travel lane, the cart should be allowed to
remain in a stationary spot for a period of approximately 15 minutes to allow for complete
coverage at the end of the travel lane. This time may need to be adjusted in accordance with the
soil moisture conditions. When the soil already has a higher moisture content than normal, the
times should be decreased. At all times, the operator should be present with the machine during
Page 2

these time periods to prevent any runoff or ponding of waste water. Table 4 gives the estimated
travel distance and corresponding times for each travel lane (the 15 minutes has been added).
A pump which has a capacity of 143 gpm and can maintain a pressure of approximately 110-psi
will be needed This will require detailed specification at the time of actual pump selection.
Diesel engine has been chosen for the power unit, and efficiencies for both the pump and engine
have been assumed in these calculations for preliminary design purposes. The power unit should
be sized after a pump unit is selected, and the horsepower required shall be based on perform-
ance curve for that pump. The owner may also choose to use an electric motor, which will affect
the horsepower required, since electric motors are generally considered 90% efficient.
Approximately Z QM of bell and gasketed 4" class 1601PS PVC pipe will be needed for the
underground system supply line. Actual total supply pipe footage must be verified by irrigation
company when laying out the system. The owner should also consider using Class 2001PS pipe
with the irrigation installer, as cost difference is sometimes negligible. The hydrants will be
constructed out of schedule 80 fittings and class 200 pipe to withstand any high water hammer.
The top of the hydrants will be equipped with ceramic butterfly valves, between two flanges and
aluminum male circle lock adapter on the top of the hydrant. Each end riser will be equipped
with a 2" sweep and 2" air relief valve to allow any air in the line to excape without causing any
damage to the line.
The pump shall be attached to the underground mainline with a 15' flex assembly, consisting of
15' of 4" lay flat flex hose and two 4" circle lock fittings_ The end that hooks to the pump will .
' have a male end, so that it can attach to the female on the pumping unit. The end going into the
ground will have a female end to attach to the male side of a 4" aluminum 90 degree elbow
which is locked onto the top of the hydrant which is made like the field end riser, including finale
circle loch top, butterfly valve, 2" sweep, schedule 80 fittings, 2" air relief, 2"-adjustable
pressure relief, and a 0-200 isolated pressure gauge. A similar gauge will be at the traveler so
the operator will be able to read the pressure at the pump as well as the irrigator.
The pipe will be installed with a minimum of 30" cover over the pipe. This will prevent the
pipeline from being struck by any agricultural equipment. When trenching the PVC pipe all
manufacturer's recommendations should be observed. Concrete thrust blocks should be poured
at all tees, ells, gate valves, ground entry, and end risers in the system. See table 5 for thrust
block sizes and attached specifications for thrust block designs.
At the pump there will be a Berkeley discharge priming valve_ This swing type valve will allow
the operator to shut down the system without the water draining back through the pump. The
back pressure of the water in the line will operate the valve. There will be a diaphragm valve on
the suction side of the pump to fill the pump and suction line when the operator starts up the
system. At startup the underground line should not be filled any faster than 40 gpm. There will
be a 4" butterfly valve on the entry at the ground which will allow the operator to remove the
pump from the site after shutdown and the valve will prevent the water in the line from draining
out.
Page 3

PIPE INSTALLATION
All pipe is to be bell and gasket Class 160 IPS, PVC plastic pipe, and the fittings shall be
gasketed as those manufactured by Harco, or equal. The hydrants are to be assembled from
schedule 80 PVC slip fittings, with class 200 PVC pipe. Pipe should have a minimum 30" of
compacted cover to prevent the pipeline from any damage. Concrete thrust blocks will be
poured at ells, tees, and end hydrants, as well as ground entry of supply line and gate valves. See
Table 5 and supporting calculations for details and sizes. The thrust blocks shall be poured in
place on undisturbed earth to prevent the line from separating at any of the joints. After installa-
tion, all trenches are to be backfilled and compacted to prevent sediment runoff and soft spots in
the field area.
MAINTENANCE
There should be no land application of wastewater during freezing temperatures. The pump, the
above ground portion of the discharge pipe, and the suction line should be drained during freez-
ing temperatures, to avoid ruptures. The risers should be drained to approximately one foot
below the surface during freezing temperatures.
Check all valves, pressure relief, gauges, and hydrant tops at least two to three times per year for
proper operation and for leaks. The pump should be well maintained and greased properly (refer
to the operators manual for basic pump maintenance). Additional maintenance may be required
due to the corrosion and salt buildup problems associated with the wastewater. The engine must
be serviced regularly with oil, coolant, and lubricant (refer to the engine operators manual).
The traveler hose reel and gun cart also require regular inspection and maintenance. The
traveler should be inspected for proper operation before each startup of a pull (refer to traveler
operators manual for maintenance instructions). It is also recommended to wash down the
traveler, gun cart, and pump periodically to reduce corrosion_ When the pump is removed from
the system, make sure the butterfly valve on the system is closed to prevent objects from entering
the pipeline. If the system is to be out of use for an extended time, it is recommended to store
the traveler out of direct sunlight, as sunlight can damage the polypipe over a Iong period of
time.
At every startup, check for leaks, and make sure the line holds a constant pressure. If a leak is
found, shut the system down, and do not operate until repaired If runoff occurs off -site due to a
leak or other malfunctioning of the system, the owner is required to follow the emergency action
plan included in the facility design.
Page 6

I
CALCULATIONS
PRECIPITATION RATE
The precipitation rate (PR) should not exceed the infiltration rate of the soil and is calculated as:
where,
Q
r (radius)
w (arc)
PR — 96.3 x Q 360
3.14(0.9 r Y w
= 143 gpm
= 140 feet
= 180 degrees (worst case for PR)
PR = 0.55 inches per hour (iph)
TRAVEL SPEED
The travel speed is calculated in feet per minute as follows:
Speed = 1.605 x
d x s
where,
Q = tp
d — application depth (use 0.5" as recommended)
s — lane spacing, or effective wetted width
Speed (Lane 1 A) = 1.605 x 143 = 22 ft/min.
0.5 x 212
Travel times for each pull are listed below in Table 4, showing approximate length of each pull
and corresponding time to complete the pull. Individual travel speeds are based on effective
wetted width, and the corresponding travel times include a 15 minute delay at the beginning of
each pull to provide a uniform spray pattern over that area. This delay time may need to be
reduced if runoff potential exists.
Page 7

Total Dynamic Head
To account for the Total Dynamic Head, the friction loss in the mainline as well as the traveler
hose must be accounted for.
FL — .2083 100 1.852 x D 1.852 x L
c D 4.9656 100
where,
Fl — Friction Loss, feet head
Q — Gallons per Minute _
D = Pipe diameter, in.
L = Length of Line, ft
c = Pipe Coefficient
Mainline Calculation:
L = 2200' worst case c = 150 for plastic pipe D = 4" Q = 143 gpm
FL _ .2083 I00" x 143"x 2200
' (150) 4 4.86s6 100
25.0 feet head x .433 = 10.8 psi loss
Traveler Hose Calculation
L = 820' c = 150 D = 2.7" Q = 143 gpm
FI = .2083 r100�1.852 x 143 I.852 x 820
� 50 2.7 4,9656 100
63.0 feet head x .433 = 27.3 psi loss
Page 9

Total Dynamic Head for the Complete System
60 psi (spk pressure) + 27.3 (traveler hose loss) = 87.3 psi (traveler inlet pressure)
87.3 X 2.31
= 201.7'
Mainline Loss
— 25.0'
Elevation within field
4 3.0'
Suction Lift
= 8.0'
Fitting Loss
— 5.0'
5% Factor
= 12.1'
TDH
= 254.8'
Pump PSI 254.8 / 2.31= 110 psi
BRAKE HORSEPOWER
BHP = O x TDH (feet)
3960 x Pump Efficiency (decimal)
Assume pump efficiency is approx. 50%.
BHP = 143 x 255
3960 x .50
— 18.4 hp
ENGINE HORSEPOWER
HP — BHP
Engine eff. (decimal) Use 75% efficiency for diesel engine
= 18.4 = 24.6 hp required Thus min. 25 hp diesel engine req'd
.75
Page 10

Feld Calibration Procedures for Animnl Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER EMGATTON SYSTEMS
R.O. Evans J.C. Barker J.T. Smith R.E. Sheffield
Land application equipment used on animal production farms must be field calibrated or
evaluated in accordance with existing design charts and tables according to State Rules that
went into effect September 1, 1996- Technical Specialist certifying waste management plans
after September 1, 1996 must also certify that operators have been provided calibration and
adjustment guidance for all land application equipment. The rules apply to irrigation systems
as weal as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers charts are based on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment ages and components wear. As a result, equipment should be field calibrated on a
regular basis to ensure that application rates and uniformity are consistent with values used
during the system design and given in manufacturers specifications. Field calibration involves
collection and measurement of the material being applied at several locations in the
application area. This publication contains step by step guidelines for field calibration of - hard
hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than assumed in the design will alter the
application rate, uniformity of coverage, and subsequently the application uniformity.
Operating with excessive pressure results in smaller droplets, greater potential for drift, and
accelerates wear of the sprinkler nozzle. Pump wear tends to reduce operating pressure and
flow. With continued use, nozzle wear results in an increase in the nozzle opening which will
increase the discharge rate while ding the wetted diameter. Clogging of nodes or
crystallization of mainlines can result in pressure increase and reduced flow. Plugged intakes
will reduce operating pressure. An operating pressure below design pressure greatly reduces
the coverage diameter and application uniformity. Field calibration helps ensure that nutrients
from animal waste are applied uniformly and at proper rates.
The calibration of a hard hose or cable tow system involves setting out collection containers,
ol;erating the system, measuring the amount of wastewater collected in each container, then
computing the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides a good "estimate" of the
total volume pumped from the lagoon during each irrigation cycle. The average application
depth can be determined by dividing the pumped volume by the application area. The
average application depth is computed from the formula:
Volume Pumped (gallons)
- � Average application depth (inches)
27,154 (gallac-in) X Application area (acres)

Animal Waste Management Systems
_1)
Re= thedsie,
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sfnuwx snyatse for BMW sfe•r eaM warT__
Evakwe tsgourt or
gu ra" voaa feral
►h.xyn Itw raqwad Obten a.�a anrYw
sssege at a tones � W do" d
(I-pYa 25-7r. '
appComm
$4Aar staray
Is Vo IagoOrt At +tau t Wo pw teu, so
*I= rrve tsian To or reedy ' ;M� p.1pr -
Paz MU rru tamm dwr . Cas
"M as
rcr<ae+r� aenout amhaet nn7R
Yes NO
Is tie C= O=Wuly Has tfee •
sruwwq orv0dM 30 0o Not Irrigate Yee 7 'w� o osa n
res rot ar aco aer+
ao05ae17
Yes Yes
Yes
Is Vo ground fb is a raw" I rho
samaae>#d ertns:arra!
Fig. 5--1. Nutrient management and irrigation scheduling derision -making flow bmt-
Basic Soil -Water Relationships
Before attempting to measure or estmare soil -water content, you should
understand some basic soil -water relationships. important terms you should be
JA-J
Norris c mlz�u C.sre Ilnivertir9

NUTRIENT MANAGEMENT PLAN
Grower(s):
Wayne & Michael Smith
Farm Name:
Wayne & Michael Smith
County:
Bladen
Farm Type:
Wean -Feed
Faun Capacity:
6400
Storage Structure:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
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 carved 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.):
6400 animals" X 222.65 gal/animal/year =
1,424,960 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
6400 animals X 0.48 Ibs/animal/year =
3,072.00 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
( Typel
Crop
Code
Yield1b
n N
it
Acres
Residual
IAcN
Required
Time
5502
7
KeA
C
5.5
50.00
4.1
275.0
1116.50
Mar -Oct
5502
1, 5
KeA
B
4.1
50.00
8.5
-205:0-
1750.70
Mar -Oct
5502
2, 3,4
KeA
B
4.1
50.00
3.3
20"— ,
676.50
Mar -Oct
Total 15.9
3543.70
Available N
3072.00
*Difference
-471.70
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
)annuals.
*A negative number reflects the total Ibs 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
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.
Page: 3

April or May). Shading may result if small grain gets too high and this will definitely 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:
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E
Com - 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
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N 1 ton
0.12 lbs N / lbs lint
50 lbs N 1 ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs. N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt.
2.4 lbs N 1 bushel
4.0 lbs 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.
SLUDGE APPLICATION:
I
Page: 4

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 ' 0.072 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2304.00
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 7.68 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 18.43 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
I Type
Application Rate
! crop in/hr
Application Amount
* inches
5502
7
KeA
C
0.60
0.95
5502
1,5
KeA
B
0.60
0.95
5502
2,3,4
KeA
B
0.60
0.95
"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.
Page: 5

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:
Owner has the option of winter annual overseed of any area in coastal bermuda and applying an
additional 50 Lb Pan peracre. Winter crop may be grazed or cut as hay.
l
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: Wayne & Michael Smith
Owner/Manager Agreement:
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. Itwe 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 fled 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: Wayne & Michael Smith
Signature:
Date
Name of Manager (if different from owner):
Please Print _
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
Date
Page: 7

Ani. I Waste Management Plan Cep (cation
(c?lcas: ttpt or print aV information that does not r:,qui.= a signatarc)
Etistina ors \ems or . ' E -� nded .. (please cti cle are): :
Gen r 1 Tnfnr-um, nn:
r WiL 5�"
0,.;-nC:(s) tiaMe:
Mailing Address:
acuity No: -
hone No: glO-Sq�4?,Sg�
Farr?. Loca:ior.: Fourteen DiT: Hydrologic Unit:__ (),sSa_3 0 00(o 12bo3o �,
La:ivode and Long tulle: 3V 1+3s 001r`/ 7g° 27' 45 t' Counry: 13LADid ^
Please anach a copy of a county road rnap with location idendfied and describe below (Be speci :c: road
naMes, direciiors, miiepost, etc.):
.5� M A-P A
Operation Descrintion:
Type of Swine N f Rrrrcls .
X Wean to Fzzde. o
❑ Feeder to Finish
Z) Farrow to Wean
❑ Fw ow to Feeder
D rz.-row to : inish
Type of Poultry No. of Animals
Layer
O Pullets
Type of Cart?e No. of Arirrals
0 Dail-V
3e-r
Oder Type of Livestock: Nwrber of Ar- m=ls:
Acreage Available for .;ppIication: z2 Required Acreage: Al
Number of aQoor / Storace Ponds : I Total Capacity: `'55/4 O Cubic Feet (=13)
Are subsurface drains present on the font:: YES or (please circle one)
O.,wmer / Manager Agreement
I (we) verify that aJ the above information is core --t and will be updated upon changing. I (we) unde.- =d the openadon and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these proc:dures. 1 ( r-) know that any expansion to the existing design capacity of the waste treame.,t and
storage system or conscrrction of new facilities will require a new certification to be submitted to -the Division of
Environmental Managcmenc b-fore LL e new animals are st kr,' I (we) understand that there must be no discharge of anirn l
waste from the storage or application system to sw fact- waters of the state either directly through a man-made conveyance or
from a storm-event-Iess severe than the 25-year. 24--hour storm and there must not be run-off from the application of anim11
-was[.r. ~ I (we) understand that ran -off of pollutants from lounging and heavy use areas must be minimized using te..^.h:vc=1
standards developed by the Nara-zl Resour.,es Consa:va.tion Setvic_. The approved plan will be filed at the farm and at the
office of the Total Soil and Watt.- Conservation Dis=ict, I (we) know that any modification trust be approved by a technic=1
specialist and submiatd to the Soil and Water Corscrradon Disr:ict prior to implementation. A change in land ownership
rNuirzs written ratification to DFM or a new cv •iticadon (if the approved plan is :hanged) wiLhin 60 days of a title Lmns:c:.
Name of Land Owner : JM' t rµ
Signature: �' -fi^ _:r G� Date:_ 1 - ? - _ `/'%
Name of Manager(;; dig:e:e �t f:on ovine:):
Signature:
AWC -- April 2-4, 1996
—Dater

i ethnical Specialist Certification
�. As a technical sTeciahst dcsignatcd by the North Carolina Soil and Water Conservation Corrunission
pursuant to 154=. NCAC 61F .0005, I cc:tify that the animal waste management system for the farm
named above has an ani =:a1 waste management plan thhat meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA-Narural Resources Conservation Service (NTRCS) and/or the North Carolina Soil and Water
Conservation. Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
spccialis► who may sign each cerriication (SD, SI, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.
11. Certification of Design
A) Collection, Storage Treatment System
Check the appropri=e box
CI Existing_ facility without retrofit (SD orWUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
New. expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
Iagoons and ponds, have been designed to meet or exceed the minimum standards and
5,7eC3I1C� onS.
Name-of•Technical Specialist (Please Print):,
Affiliation: S�
sf Address{Agency): ?G l�r.,:�•d l -� •� AIL Z8.3 �' Phone NO.:
Signature: �'- . y - Date: 1
B) Land Aulicatlon Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land fbr was.c
utilization; chosen crop is suitable for waste management; hy�lic and nutrient loading rates.
Name of Technical Specialist (Please P_nt): W1/yt VINSo")
Affiliation:�BeotM S OF NiUt i JAt-
Address(.��v):�0
Signature:
C) Runoff C4&lsf
Cheat the appr rfcre baz
zk3qf
�Faeiliry without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Phone No.: q10 Z93 Z`J.k
Date: & l8 _ f % ._
❑ Facility u ith exterior lots (RC)
Methods to minimize the run of of pollutants from lounging and heavy use areas have been
designed in accordance with technical scan develop by NRCS.
Name of Technical Specialist (Please Print): I M� R. SN10
Affiliation: OJAPS OF ejW0f IA14
Address . gen -P0. /30Y -7 I�rC Z93q S Phone No.:
SiQnatusc: Date:
AWC -- Aprii 24, 1996

ss� IMMi - • E' • SEE'
Check the appropr=e box
Exi file facilirr with exi ,•inQ w3 to a olication eaui tent (VFJP or I)
Animal waste application equipment specified in the plan has been either field cslibracc,d or
evaluated in accordance with existing deszan charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment ca,n
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading, rates, a schedule for tithing of applications has been established; required
buffers can be rnatnta-incd and calibration and adjustment guidance are contained as pan of the
plan)-
0 New or eNvanded facility or exi tin-,z. f=ciliry without exi tines wa tea Iica[i n c ui cnt (1)
Animal waste application equipment specified in he plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
.buffers can be maintained; calibradon and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):.
Address (A ge ncy): Phone No.:
Signature: Date:
III. Certi, fication of Installation
A) L:gllection, 5tQrapg,Tr n n I1 on
New expanded or retronred facilirv- (Sn
Animal waste storage and tieatment structures, such as but not limited to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the minim=
standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Pant): �• ~�. o.•, 5,�«.. �'
Afriliaaon:
Address(_ gency): c .� << _1 - -1 �f-. -- -- - _ Phone No.:
Signature:`.�,.,,/� _ Date: f
AWC -- April 24, 1996 3

B) Land Ant}lication Site MUP)
Check the cppropn'c:e boa
Q The C-01DpL-2 systcrn is in place on all Iand as specified in the aninnal W1-57t Mana2CM2C:-1t plan.
Conditional Approval:. all required Iand as specified in the plan is cleared for planting; the
ctropp:::g system as specfied in the waste utilization plan has not been estabiished and the
owner has con=,. 'tted to establish the vegetation as specified in the plan by r`/ 5- 9
(mont].Vday/ycar); the proposed cover crop is appropriate for compliance with the waste
utilization plan_
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this ccrdficadon, the owner has comm--nirted to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print): J 1M VIrJ5 •.}
Affiliadom—
Address(A
S ign a turc:
_�!
This foIIowing
above has bees
be used when the box for conditional approval in IM B
I (we) certify gnat I (we) have committed to establish the cropping system as specified in my (our) waste
utilization plan, and if aopropriate to establish the interim crop for erosion control, and will submit to
DEM a verificadon of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. I (we) realize that failure to submit this verification is a
violation of the waste managernent plan and will subject me (us) to an enforcement action from Dili_
Name of Land Owner: its
Signature: `�y�.N
Name of ',Y1anaaer(if different from owner):
CP
Date- i —2 .;2- - y r
Signature: Date:
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
__Methods to minimize the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Punt):
Affiliation-
Address(Agercy):
S i Qna:-, re:
AWC -- April 1:, 1996 4
hone No.:
Datc:��_

D) A nnli c2 t in n a ri d JJ1RaLaZ_Fr i n s 1 ion (WUP Or 1)
Check ,Ac cpPropriau block
0 Animal waste application and 'handling equipment specified in the plan is on site and ready
for use; calibration and adjusent materials have been provided to the owners and are
contained as part of the plan.
rJ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third parry application and has provided a
signed contract.; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as pan of the plan.
Conditional approvaL4nimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by _ �- i•S' 1-7
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
__and until the waste can be land. applied in accordance with the cropping system contained
r ~ in the plan; and calibration and adjustment guidance. have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (Please Print)
Affiliation: 00AS OF (.lnIA .
Addre�A_ncvl:-DO 130x, t{h OAQS4%
S ignaturc
MM
3
zone No.: 110_ 293 298q
ate_ /—ZZ7
The rbllowfn0ignatiFre block is only to be used when the box for conditional approval in III D
above has bettri checked.
I (we) cerdfy that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verification of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional cerdfication. I (we) realize at failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement action f= DEM.
Name of Land Owner :
Signature:
Date: -2
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24, I996

EMERGENCY ACTION PLAN
PHONE NiJMBERS
D WQ o -') 8l0-154ti
EMERGENCY MANAGEMENT SYSTEM 911
SWCD q10 910Z 03b
MRCS 910 bZ 03b
This plan will be implemented in the event that wastes from your operation are Ieaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen, Ibis p1m should be p6sted in an accessible lo_ca�on for aU c=jg= al tbr.
may. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow --possible solutions are:
a. Add soil to berm to increase elevation of darn.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff-
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all Ieaks prior to restarting pumps.

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon_ Often this is seepage as opposed to flowing
Iea&possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and Iagoon bottom as soon
as possible
2. Assess the.. extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During ormal business hours, call your DWQ (Division of Water Quality) regional office;
Phone i io 41 After hours, emergency number: 11- 33 39gLYour phone can
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the sp9l,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill Ieaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number Ql0 Y4Z Y91 , local SWCD office phone number
and local NRCS office for adviceftechnical assistance phone number
RIO %7,1A8b .
4_ If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

S. Contact the contractor of your choice to begin repair of problem to nunimize off -site damage.
a. Contractors Name: = f l ! OftUs
b. Contractors Address:
c. Contractors Phone: -
C. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor.
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
June 25, 1999
Wayne & Michael Smith
Wayne & Michael Smith Farm
1201 Wade Smith -P d
Garland NC 28441
A14ii
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCES
Subject: Certificate of Coverage No. AWS090189
Wayne & Michael Smith Farm
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Johnny Smith:
In accordance with your application received on April 5, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Wayne & Michael Smith, 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 Wayne & Michael Smith Farm, located in Bladen County,
with an animal capacity of no greater than 6400 Wean to Feeder 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 143-215.6C including 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.
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 AWS090189
Wayne & Michael Smith Farm
Page 2
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
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 .1R 7oshi at [phone] ext. 363.
JUN 2 8 1999 Sincerely,
FAYETTEVILLE
REG. O FILE
Kerr T. Stevens `
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File
NDPU Files

t
State of North •' arolina
Department of Environment and Natural Resources RECEIVED
Division of Water Quality WA ct"0';w1_;; •�Ft; i0N
lion -Discharge Permit Application Fol-ni
(17I1,S 1--ORAI MA Y I3F_ PHOTOCOPIED FOR USE AS. -IN ORIGIrV,11 j ��� U f999
General Per
mit - Existing Liquid Aninial Waste Opera o is
The following questions have been completed utilizing information on fife with t �e T3ivP1eRP0qwISe
review the information for completeness and make any corrections %vhich are appropriate. If a
question has not been complete(] by the Division, please complete as best as possible. Do not leave
anN question unanswered.
]. GENERAL IN ORrM.A'110N: RECEIVED
1.1 Facility Namc: 1V,avne S_- Michael Smith Farm
1.2 Paint Land owner's name: wayne $ L1icl)ael Sntith _ AN 2.8J999
1.3 i-vlailina address: 1201 Wade Smith Rd F' YETTEVILLE
City, State: Garland NC /_ip. 28441 REG- F-:FICE
2.
Telephone \cuIII ber (inelucle area code): 910-588-14259
1.4 CounLy where Facility is located: Bladen
1.5 Facility Location (Directions front nearest major highway. Please include SR numbers for state roads. Ple:rsr inCiUdc it
copy of a county road map with the location of the farm identified): Wade Sntith Rd off Hwy 701 betwecn Garland and
Id/ti `
1.6 Print Farm -Manager's name (if different from Land Owner): ��yrp �`�-�, �& �_-
L7 Lessee's / Intcgrator's name (if applicable: please circle which type is listed): Brown's of Carolina. Inc.
1.8 Date Facility Ori_inall 13c,an Operation:
1.9 Date(s) of Facility Fxpansion(s) (if applicable): 17,gj7 c,
OPERATION 1NFOR1€AT1ON:
2.1 FaciiitN, No.: _09_ (county number): 189 (facility nurnberj.
12 Operation Desci iption, Swine operation
1ti can to Feeder
6400- Certified Design Capacity'
Is the above information correct? yes; no. If no. correct below usin, the desi'un capacity of the I:acilily
The "No. of Aninials" should be the maximum number fowhi
ch hich the waste mana��ement structures were designed.
1 v ;c of Swine No. of Animals T�lie of Pouitry No. o€' Anknzrls Typc. of cattle IN.(). ot"Anim:lis
wean to Feeder _ 0 Laver_-
r5 Feeder to Finish —�_--- 0 Non-i.ayer - -- v 13ccf- -
C Farrow to 'wean (it sow) 0 Ttirkcv
c, Farrow u, Feeder (% sow) _ --
0 Farrow to Finish (�.' sow)
Other Type of Livestock on the farm: No_ of .Animals:---
FC)RNI: ANVO-G-F 5/28/98 Purge 1 of 4 09 - IIS9

w
2-3 Acreaue cleared and availab{i_ for application (excluding all rcyuired 'buffers and arras not covered by the appiic:uiim
system): 22 ; Required AcreagLe (as listed in the A\ViM'): IC
2.4 Number of agoon storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of'snv of the application Gelds? YES or (ple;.st circle oil.-,'
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or `' (please circle olwj
2.7 noes this facility meet all applicable siting requirements? (Swine Farm Siting Act. \RCS Standards, etc.) (Swint t )ilk
/Z'I'.S or t\O (please circle OxI.;
What was the date that this facility'S swine 110nSeS and lagoon were sited? Cq-A 3._f it
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CI.IECKLIST
Please indicate that you have included the following required items by signing gold' initials In the space provided next io coch
Item.
A 1_l31!c�'l�s 1mtl�tls
!�1 One completed and signed on-inal and one copy of the application for General Permit - Animal
Waste Operations;
_
1,,�Y'2 Two copies of a general location Wrap indicating, the location of the animal waste facilities and
field locations is land
where animal waste applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). if the facility
does not have a CAWMP. it must be complete(] prior to submittal of a general permit
application for animal waste operations.
—
T11e 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. irri`ation.
injection, ctc.)
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 gown on every land application field.
3.3.6 The Realistic Field Lxpecration (RYE) for ever-,, 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 "'UP.
3.3.9 The required MRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 l Emergency .Action Plan.
1112 insect Control Checklist with chosen hest management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 ,Vfortality Controi Checklist with the selected method noted.
3.115 La000n/storage pond capacity doelmlentation (design. calculations. etc.). Pease be
sure to include anv site evaluations, wetiand determinations, or hazard classifications
Chat may be applicable to your facility.
3.3.16 Operation and IMainienance Plan.
if your CAWiMP includes any components nol shown on this list, please include the
adaitional components with your submittal.
FOR:iI: ANNI _)-G-I 7/25/98 Page 2 of 4 0() - 189

" ' • %- RECEIVED
Facility- Number: 01) -_ 189 WATFRQIJAI-i7l'SEOIiON
Facility Na:iie: Wayne k- Michael Singh Farm h�� O
5 ;999
F1
4. APPLICANT'S CERTIFICATION':
/ C / Non-i1Y`[fsi���:st;oit
lLei �1—_L6_/r_ (Land o�vnet
this application for �/C��.yyy �,� sy1� f (Facility name listed in yuestint3 i I)
has been reviewed by me acid is accurate and complete to the best of my knowledge. 1 understand that ;Fall required parts of-thi-s
application are not completed and that if all required supporting information and attachments are not included, this applic:it;can
packa�,e will be returned tome as incomplete-
Signature y Date---
S. 1VIAi 'A(;FWS CERTIFICATION: (complete (3nlp ii'differcnt from the [_and Oxvncr)
N-Iana�-,cr's name listed in question 1,6), attest ili;it Lht -
application for _ (Facility name listed in question I I i
has been reviewed by me and is accurate and complete to the best of my knowlcdge. 1 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 CO'i'vII'LE,-FED APPLICATION PACKAGE, INCLUDING ALI. SUPPORTING INFORMATION AND k4 ATERiALS-
SHOULD BE SENT TO THE FOLLOWING ADDKESS:
NORTH CAROLINA DIVISION° OF 1VATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29�35
RALE,IGI-I, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUiNIBEIZ: [phone]
FORM: ANVO-G-E 5/28/98 Page 3 of 4 09 - 189

rt 0 J! W 4
KY
Ff
NR
17w
41
%V,4QIWr Ii4iI % W'.N� "IZ.".I V. Sz�
MIN j N
Iq
ir
WO
-rd
U,

X-6
- � — .
I,,- . 20
4�6"
41
Al
FLO 7: 4. oG a i Y � 1t ,� r *...n ,i' ' �} ti
Ise
is
r;7" %4*IA N
AA
rAjl::�1713 r�lfl�.'Tj

A'
L G-00"
MvE
�f.l IN
FRE E B)(',:,)' 2 H R
MAXIMUM Ll Q'I L E E
"L. r
y
6
�AK hJ;
M I N I M U L I
1,A
RMANENT Tf F-"
Jill'.
J"I
4 A .
STORM

'Of f,
SWAIN.CbN§UtN,6'SERVICES; INC. '
503iUnderwood,Street
UnOvIr- - J
Telephone (910)'590-2703 Fax [phone]'6
WASTE WATER IRRIGATION DESIGM.Mi".
Wayne and Nfich'aiel Smith
T., p
:k Zit
rm§ -,!.`,.' -FARM LOCATION.
--FARM TYPE:
INTEGRATOR:
"
1,4z
P10ESIGNER:
--4
7%rK
I— rTHONE:
"M f4 , e
Same'
'
SR' !"52�2 K� '0�of White NC B'I'aden County
6400 Head ' We -an to Feede'r Swine Farm
Brown's of Carolina, Inc.
I
R'Gregor'y Swain,,P. E,
" ,-Ail - V -,j AA t;-!�, • i I 1 1.
Swain Consulting Services, Inc.
503 Un&fwo6&Street
�­As, kl_ "
Glintbn,.NC, 28328',
N.C. . License # 16415
[phone]
SEAT-,
4
Revised 2/18/98
DATE:

J,
The .total amount of wastewater to .be applied should not exceed.the nutrient req�irements of the
crops based on the soil ",(see-attached,nutrient.management plan)., Each application. of
,,wastewat'
er-should be limited to.the sip e Ur
'pified maximum rai�j�qr ho and a recommended 0.5"
... - t
Adpth per irrigation cycle:, During;times of excessive rainfall, the amount that needs to be
'.dpplied may be dramatically decreased-
0
TABLE3. IRRIGATION SYSTEM SPECIFICATIONS
J—
_
Th desij�n showvi
s.that this
.5
,-.%Note- s.is.aDreliminary,design,and.shoulcI be.,�re,��d, as�such. e_,�
%Wwll-11;i WA-
VLV,' tXL
,sit- is -capable .of accommodk the '- A_d,0!�d
ucti n�faciliin accorce,With.the infor-
3­,PLNV1- L)Ft­
y,-.'-,'mration- p!R ded- Further detail' should be ftrnjshed at the time of equipment specifications with
selected dealer.
J!,
shouid be maintained on the operating"'
.-Accurate records -time and nutrient content for each
l a irrigationevent. The pressure at the pump, traveler, ar�0 gun should be recorded maintain
-to
_ , , . the I 1 y�
accurate application rates- Fo.rps..for recording data can be found in the North'darolina Certifi-
cation Training for Operators of Animal Waste Systems Manual.
'J U1 �j lj-
Pumping should occur as much asipossible during the 4�yjio� hours. Running'at night should
- I , - -f- - '- .4 .;�L 4,1 _,L­� w), 1L.
<,b6 avoided -when possible. At.the,begi.Eng of each operationin the pressures need,to be checked
_
against the.parameters as laid out in this:desig�Ljf by some chance,they do not,match, shut
down the s stem and make the -prop -er, n&ts�- v The s� followed exactly
,5cifications must be f
j..
id d umpinjishouldinever occur during rainy penods,or:�5the
prevent.rurioffan ponding.,_,.
.1 W � 1, k�. 0 t I never
groundJs saturated. The operator should.be on,,s as possible duriD operatio d it ri�uch.. .. p g� n an Is
imperative that he/she be present during the beginning and ending of pulls-
J.'
V.,
It ds',iiso higN al
y,r,ecommendedto conduct a�idal-c ibrations ofyour equipment.With the -data
,.�]'�repoided.,Et,each,gperation and information provided imthis,design, the operator can take a few
1 ya
.,' easy steps to ensure the system is operating as it was originally designed.
Page 5

' T
. it
1••y Y`4 rY �.` 1'-q.�.1.. '.'f�" •Iwfr''F1 >l'� �
TABLE 4: TRAVEL TIMES PER LANE:
'' Liiir3.:E•�:�°i ,.•F��::r� 3;'zili :'r:..� i�afi�rf �t1 ,',:;^•°3Pt�;i �;
A Includes 'I inAel each.start and based. on calculated : f
travel speeds to" acIiieve,0;5'' app1. depth over effective wetted area)
..era'-%_�i • _t�-l��_
--
- 1 -
'-47.�u.
LANE
TRAVEL '
-' Y litl
9 ■
J BIE
S +
';
TRAVEL .�
.rJ��,<._
• �.�:.._
LENGTH,
F, �, ��� .ram .
item.
= .' hrs.
1A_..2'�
'•�,:. �_�; y:
- -- �.258`- ' -_
�, -{ 4.3_
;35
�____,.3_5".io y`
_ _-_-.I.I;lS-
77 I'C` -_ l
r::, �: 763 :,
. �� -2:3
.� ,- =2A w`'
��, p _ - :
_ ^2 8,�I6f8
•
ft-272
�_� 7A;_
:-�5110 "
2 2; • . fit
- 7 7,:' r_•js�
;`; 4,;
"2�7-.ft.
VELOCITY IN PIPE
MMAa tr '� y'�Lr��'���crI�X. - {�• y
-I J. p {Limit to max 5 feet/sec)
V.
ly
tl V Q X; 408
gpm
;V =velocity, ft/sec
D = dia. of pipe, in
•i �i i�J JfY,
�2
3.6 ftlsec V
Page 8
�itiT ir�`•� r • • .
.O.

I
2
t 11 vVi d, j I
followingThe licati acreage will be needed for waste application based on the crop to be grown,
i e, and surface application.
Tract:
Field
Soil
Type
Crop
Code�
Yield
IAC
lbs N
/unit
1 Acres
Lbs NIAc
Residual
Lbs N
/Ac
cjbsN,.,,
Reuired
Time to
I Apply
5502i.
;_'7.
KeA
C
5.5
50.00
4.1
275.0
A 116.50
Mar -Oct
5502,
'p,.1 - 5
".
XeA
r �
B
4.1
50.00
8.5
��20 5-.0-
1750.70
L"'.
Mar -Oct
5502
�� 7 -
'2,3,4'
�
KeA
B
. p
4.1
50.00
—
3.3
­ � . I
-2Or5-.0-
: k- r
676.50
Mar -Oct
L%
15.9 3543.70
Available N 3.07206
Difference -471.70
I-S IndicateA
s'that this field is being overseeded (i.e. interplanted), or winter annuals follow summer
Air
eed iy!E�.number, reflects.the, total lbs.ofadditionalinitrogen n ed,to achieK,e,yields on
ve number means additional
",'-,acreage,- jsted,in.chak.'A'positi ional acreage is required to utilize the
tl�w % - 4� j -.1 1- i a . - I ­
T�nitrdgen produced by the farm.
,,;, sl,
n -does -not -include,com m6rcial,ferU`z_er�,. trTh ett�rm Ish uld 'ate Olaint'
1 ­1 .- , �jp
I,­o �,qduce adequr
a itrogen to satisfy the requirements of the crops listedTabove.
P an6 'I< mwy ; i0' '%Var !--.- . : N!
)licator is cautioned that Rand,K.may be over, appl led, while meetingffie N requirements.
I - - : ". I � - - . Ak-_ .1-1 � I "I". over
d, J, "*" "', " _ "r tore, regulations may e farmers in-sorri;��d of Noith.Carolina to have a nutrient
,anent' plan that add es all nutrients. This plan only addresses nitrogen.
I
lNed hfijdr,� (, 1 !,-346, alic"; iriter�60--xjev in
ainted,fields (-Le. small g rain',,.etc,-, i nterseeded, in., berm uda);.forade' rn ust- be removed
,razing, opy._?ipp�or sil#g!�.,, &hwe..grazing,,� plants should be grazed wh6n..they t.
9? . -1 �11, - , W ". 4 - , � - � I I � - V V �k_j - ". - -.- tj %,., � , _­ - -
te�g
-nine inches. Cattle'should be removed-,,whemplants arejrazedjo,a
of si,kto. -�­ . 1,
I, " I , - � C.. #, � , :I - 1. k �] 4 M�
four'i riches. sin fields where small',grain,'etc, isjo be;removed for hay or silage, care
e exercised not to let small grain reach maturity, especially late in the season (i.e.
t
Page: 3
f

APPLICATION OF WASTEWATER'
tts &.Fate''o-C it.- j._. All hQ if- ftd 115 i, ri oaL-'rn'cvc; U, -V 4,c-. k
rti state system -will be,installed to irrigate .mostly Kenansville soils..6ropjied with
I �tbov�,jthe syst
W .-S-Scoastal_5 11 ""A. "o. -1%1. 6A �U J,4
pO A ,.p5rmu&,hdy,�nd,coastal.berm'uda pas=6.' Table I below shows inf6rmition on the
tie t.
areas incorporated into the design.
'11C AI ft`
TABLE 1: FIELD SPECIFICATIONS
D-
Field #,
Slope.
-Soil
Crop
q�,Ikl 4
Precip
MaxA# R
pei�.0
IrTi 9-
Acres
.,W55(1_k_1Q
0-33%
KiA
_C iiiifal B_airiuda­ Pikitre-
_`0.6_
8.54
2,,'3',,_&_4-2A)
'0-3%
KeA
C6iiW B&iiuddiPikilii
76-6--
095,--
-1-1-
7'(7A-7B)
0-3%
.95
x '
, .4:06
j`TOTkt7--j-15.'9
J.
shown in table abov�,,fikC-S!aU6ws,uptb,0.95,"�depth,'6f'application..'How'�,v
�i' is
A,; the
l­t� 15, %7A jy,
'5" to -decrease theLr.,.risk of runbff.or.pondifig ofmastewater.,_AS:
recommended to limit depth.t6'0-
n 1"­,� describ�dearlier, the Kenansville - sbithas, a, moistw.-e-b�oldiiiti i.capacity,,so,lat -, po ger. p�lica-
m�-4 L1.3'! V� , It, '. 4�L4� J",V L. _t& .1
-�,�tions could also result innutrie"rit," �hovernent,thrbuet the ro6t'zofie.:,j1f.lgger)ap0
4,
'14 lications.are
the, ovviier-should insuLre�,ilik-soil�mdistiii�-.,�6iiditions &6-&Vdrabld,tb allow infiltration
k'4;;;And,r&tef1tion 6fthdtirrigated-�.wiste-w-'a-te-r'wiffi 1�e�?ooi�ion6iff th6.�
,'--"�prespen34t
2rop.,q--The'combina
,ti6fiiofiow�te6ipititibn'rate:andtsffallpplicatbnsshould.pevenf,an1ondAn—droun'ff from
9urring,as lorkas other requremen6-re"n6t.(iot'appIying to �ituritdor ft6ienso etc.).
-
'T'
ijableklists'thd
_hd length of the..travel lanevilldetermine'thetlengt hpftime�k6q recL
estirnatedtrayel, length and thd to.corinplete-ea6h-,pull...,Another'ap�lication,of
i� k, v 1•,
should not be applied,until.the last,amount of wastewater• has been i6dd.thrbugh-
ill normall�j'rang&jftm� three.to'fi�e days. This
��, :evapotranspiration., If.rio-riinfall-occiiis, iLtw'", "" "I",
j., , I ";."- _,
A ,,,;,"4�.X�-depriding on climate: Table 2 below details theirrigation ope on for each traveler
, , -aya!7e
A— '. " .. _. . operation
pull; or lane.
;Aj,
N`�
I koC , 10I N ik f 0, �
TABLE 2: IRRIGATION LAYOUT AIND OPERATING SPECIFICATIONS
%
_T
4.5
'Field
Lane.
Travel:
I.EffecL
jEffect.
Wetted
Nozzle •Gun
psi,@
Arc
5pd,
Rat
n j
Widtli
Length,
Diam,
Size,
PSI
Reel
gpm
Pattern,
ft/M in'
io w-�
—� t,
Ar
f
ft
'-Degrees
7175-f
AA
2.2 ­_1
21,11
`­49.`
280
"0-8
60
M -
1 143
180
5',1
IB
-3.5 -1
0.'55
-,501­4 7
280
.9
.60,J
90.
i 143
180
IC
, -
iO.155
'SM7
290
-90,
1� '143
180
A'i
.2!3
-.2.8 _.
0.357,
7,7888""'.
280
0.8
60.
90
1� 141
180'
7A
2.2
A-49­1
_7fff"
—594
280
0. -8
60
90
i 143
200
77'77
713
2_7'
0'5'5­�
�-f_70­.'
300
280
0^.8,
60
90
143
180
T:7
Page 4

SPECIFICATIONS FOR THE LAND APPLICATION OF
WASTEWATER IRRIGATION SYSTEM FOR
WAYNE AND MICHAEL SN TTH
6400 HEAD WEAN TO FEEDER PIG FARM
The Wayne and Michael Smith farm (Smith) consists of 6400 head capacity contract wean to
feeder pig swine confinement buildings with a single anaerobic lagoon, located in Bladen
County near White Lake, NC. The original waste utilization plan was developed by Brown's of
Carolina. As discussed in this report later, a new waste utilization plan (or nutrient management
plan) has been developed by Swain Consulting Services, Inc. to correspond with this irrigation
design, and to meet the requests of the owners. The annual plant available nitrogen (PAN)
produced by this particular operation will be approximately 3,072 pounds.
The soil types on this farm in the areas of waste water application are primarily Kenansville fine
sand, with a small area of Centenary. The Kenansvilleseries is a well drained Coastal Plain and
terrace soil with a thick sandy surface layer. Infiltration is rapid and surface runoff is slow.
Permeability is moderately rapid, and available water capacity is low. Seasonal high water table
is typically below 6 feet. The design irrigated precipitation rate is 0.6 inches per hour with cover
crop, and the recommended application depth is 0.95 inches for summer perennials according to
N-RCS irrigation guidelines.
The waste utilization plan includes a cropping system of coastal Bermuda hay and pasture, with
optional winter small grain overseeding. The total available acreage of the fields to be utilized
on the ASCS map is approximately 22 acres. The area at the ends and on the sides of the pulls
will not receive uniform coverage during application. The area of the sides that is receiving
effective irrigation is considered approximately 80 percent of the wetted radius of the chosen
sprinkler. The ends are approximately 60 percent of the wetted radius of the chosen sprinkler.
Where possible, a portion of the "ineffective" wetted area overlaps into adjacent wooded areas to
allow uniform coverage to field edges. Based on the attached irrigation layout utilizing the
specified equipment, approximately 15.9 acres can be effectively irrigated in the three fields to
be utilized.
The calculations made in the NMP show that the 15.9 acres of coastal bermuda hay and pasture
will utilize 3,544 pounds of PAN annually. The plan is written to allow an o tion of including
win er annual overseeding on all areas, although winter cropping is not required based on the
nutrient balance. Overseeding_will allow more flexibility in managing the wastewater by provid-
ing an extended time period for allowable irrigation. The acreage used in the nutrient plan is
based on effective wetted area from this design, so the irrigation design exceeds the require-
ments of the waste utilization plan.
The annual loading rates are approximately 275 pounds PAN per acre per year for the coastal
hay, and 205 pounds pef acre for the coastal used as pasture, with an option of adding 50 pounds
i PAN per acre for the overseeded winter small grain. There should be adequate storage to allow
Page 1

time for application of waste water on the.crops listed. The total amount of waste water that
needs to be removed from the lagoon will vary based on the yearly rainfall amounts. Years
where there is an unusually high rainfall amount, more water will need to be pumped on the
spray fields. It is a good idea for the operators of this system to be familiar with average
rainfalls for their particular regions. This can help in scheduling land applications. This infor-
mation can_be obtained at the local extension offices or at NC State University. In all cases, the
volume of wastewater applied must not exceed the PAN balance, based on wastewater strength
as determined by at least semi-annual analysis. Annual wastewater application is estimated as
1.9 miIlion gallons, based on the lagoon design..
A minimum buffer of 100 feet is observed from wells on the site_ The design also accounts for
required buffers from an adjacent residence (200') and property line of same (50'). Actual field
Iayout and installation of the system must verify these and other setback requirements.
LAND APPLICATION SYSTEM
Preliminary design layout and equipment specifications were in conjunction with the owner's
requirements and take into account the owner's desire for a low-cost system. Recommended
equipment includes the Ag-Rain Model E27A Hard Hose Traveler, equipped with 820 feet of 2.7
inch poly hose, and a Nelson SR100 end gun with a 0.8 inch taper bore nozzle, or equal. Equip-
ment size and capacity are limited by site conditions, particularly width of fields, so any modifi-
cation of equipment must be verified by the engineer for suitability. This system will require
approximately 220 hours of pumping per year based on pumping volume estimates in the lagoon
design. The are angle of the sprinkler varies between pulls to allow maximum wetted area (see
plan). As shown in the attached calculations, all settings are below the maximum specified
application rate.
Design of the system is based on operating the specified sprinkler at 60 psi, which is recom-
mended for minimizing drift problems associated with higher pressures. The wetted diameter of
the selected sprinkler is 280 feet and flow is 143 gallons per minute using a pressure at the spnn-
kler of 60 psi. Using a lane spacing of 70% of wetted diameter yields a spacing of 196 feet, so
200 feet will be used.: The system should never be operated when wind speeds are greater than
10 mph and preferably less than 5 mph.
A total of six (6) hydrants will be required on the farm. The longest travel distance is approxi-
mately 765 feet (891 feet effective wetted length). Start and stop pull locations should be
accurately flagged when the system is installed to insure that wetted area does not encroach
specified buffers.
When the system is first started at the beginning of the travel lane, the cart should be allowed to
remain in a stationary spot for a period of approximately 15 minutes to allow for complete
coverage at the end of the travel lane. This time may need to be adjusted in accordance with the
soil moisture conditions. When the soil already has a higher moisture content than normal, the
times should be decreased. At all times, the operator should be present with the machine during
Page 2

these time periods to prevent any runoff or ponding of waste water. Table 4 gives the estimated
travel distance and corresponding times for each travel lane (the 15 minutes has been added).
A pump which has a capacity of 143 gpm and can maintain a pressure of approximately 110 psi
will be needed This will require detailed specification at the time of actual pump selection -
Diesel engine has been chosen for the power unit, and efficiencies for both the pump and engine
have been assumed in these calculations for preliminary design purposes. The power unit should
be sized after a pump unit is selected, and the horsepower required shall be based on perform-
ance curve for that pump. The owner may also choose to use an electric motor, which will affect
the horsepower required, since electric motors are generally considered 90% efficient.
Approximately 2200' of bell and gasketed 4" class 160 TPS PVC pipe will be needed for the
underground system supply line. Actual total supply pipe footage must be verified by irrigation
company when laying out the system. The owner should also consider using Class 2001PS pipe
with the irrigation installer, as cost difference is sometimes negligible. The hydrants will be
constructed out of schedule 80 fittings and class 200 pipe to withstand any high water hammer.
The top of the hydrants will be equipped with ceramic butterfly valves, between two flanges and
aluminum male circle lock adapter on the top of the hydrant. Each end riser ~fill be equipped
with a 2" sweep and 2" air relief valve to allow any air in the line to excape without causing any
damage to the line.
The pump shall be attached to the underground mainline with a 15' flex assembly, consisting of
15' of 4" Iay flat flex hose and two 4" circle lock fittings. The end that hooks to the pump will
have a male end, so that it can attach to the female on the pumping unit. The end going into the
ground will have a female end to attach to the male side of a 4" aluminum 90 degree elbow
which is locked onto the top of the hydrant which is made like the field end riser, including male
circle lock top, butterfly valve, 2" sweep, schedule 80 fittings, 2" air relief, 2" adjustable
pressure relief, and a 0-200 isolated pressure gauge. A similar gauge will be at the traveler so
the operator will be able to read the pressure at the pump as well as the irrijator.
The pipe will be installed with a minimum of 30" cover over the pipe. This will prevent the
pipeline from being struck by any agricultural equipment. When trenching the PVC pipe all
manufacturer's recommendations should be observed. Concrete thrust blocks should be poured
at all tees, ells, gate valves, ground entry, and end risers in the system. See table 5 for thrust
block sizes and attached specifications for thrust block designs.
At the pump there will be a Berkeley discharge priming valve. This swing type valve will allow
the operator to shut down the system without the water draining back through the pump. The
back pressure of the water in the line will operate the valve. There will be a diaphragm valve on
the suction side of the pump to fill the pump and suction line when the operator starts up the
system. At startup the underground line should not be filled any faster than 40 gpm. There will
be a 4" butterfly valve on the entry at the ground which will allow the operator to remove the
pump from the site after shutdown and the valve will prevent the water in the line from draining
out.
Page 3

PIPE INSTALLATION
All pipe is to be bell and gasket Class 160 IPS, PVC plastic pipe, and the fittings shall be
gasketed as those manufactured by Harco, or equal. The hydrants are to be assembled from
schedule 80 PVC slip fittings, with class 200 PVC pipe. Pipe should have a minimum 30" of
compacted cover to prevent the pipeline from any damage. Concrete thrust blocks will be
poured at ells, tees, and end hydrants, as well as ground entry of supply line and gate valves. See
Table 5 and supporting calculations for details and sizes. The thrust blocks shall be poured in
place on undisturbed earth to prevent the line from separating at any of the joints. After installa-
tion, all trenches are to be backfilled and compacted to prevent sediment runoff and soft spots in
the field area.
M�iriYTENANCE
There should be no land application of wastewater during freezing temperatures. The pump, the
above ground portion of the discharge pipe, and the suction line should be drained during freez-
ing temperatures, to avoid ruptures. The risers should be drained to approximately one foot
below the surface during freezing temperatures.
Check all valves, pressure relief, gauges, and hydrant tops at least two to three times per year for
proper operation and for leaks. The pump should be well maintained and greased properly (refer
to the operators manual for basic pump maintenance). Additional maintenance may be required
due to the corrosion and salt buildup problems associated with the wastewater. The engine must
be serviced regularly with oil, coolant, and lubricant (refer to the engine operators manual).
The traveler hose reel and gun cart also require regular inspection and maintenance. The
traveler should be inspected for proper operation before each startup of a pull (refer to traveler
operators manual for maintenance instructions). It is also recommended to wash down the
traveler, gun cart, and pump periodically to reduce corrosion. When the pump is removed from
the system, make sure the butterfly valve on the system is closed to prevent objects from entering
the pipeline. If the system is to be out of use for an extended time, it is recommended to store
the traveler out of direct sunlight, as sunlight can damage the poly pipe over a long period of
time.
At every startup, check for Ieaks, and make sure the line holds a constant pressure. If a leak is
found, shut the system down, and do not operate until repaired. If runoff occurs off -site due to a
leak or other malfunctioning of the system, the owner is required to follow the emergency action
plan included in the facility design.
Page 6

CALCULATIONS
PRECIPITATION RATE
The precipitation rate (PR) should not exceed the infiltration rate of the soil and is calculated as. -
PR = 96.3 x Q 360
114(0.9 r )Z w
Where,
Q = 143 gpm
r (radius) = 140 feet
w (arc) - = 180 degrees (worst case for PR)
PR = 0.55 inches per hour (iph)
TRAVEL SPEED
The travel speed is calculated in feet per minute as follows:
where,
Speed = 1.605 x 0
d x s
Q = gpm
d — application depth (use 0.5" as recommended)
s — lane spacing, or effective wetted width
Speed (Lane I A) = 1.605 x 143 = 2.2 ft/min.
0.5 x 212
Travel times for each pull are listed below in Table 4, showing approximate length of each pull
and corresponding time to complete the pull. Individual travel speeds are based on effective
wetted width, and the corresponding travel times include a 15 minute delay at the beginning of
each pull to provide a uniform spray pattern over that area. This delay time may need to be
reduced if runoff potential exists.
Page 7

Total Dynamic Head
To account for the Total Dynamic Head, the friction loss in the mainline as well as the traveler
hose must be accounted for.
FL _ -20830 10 l.852 x Q'•$52 x L
C c D 4.9656 100
where,
Fl = Friction Loss, feet head
Q = Gallons per Minute
D = Pipe diameter, in.
L = Length of Line, ft
c = Pipe Coefficient
Mainline Calculation:
L = 2200' worst case c = 150 for plastic pipe D =-4" Q = 143 gpm
FL = .208300 .852 x 1431"' x 2200
1
(._. C 150�. 4 4-sbs6 100
25.0 feet head x .433 = 10.8 psi loss
Traveler Hose Calculation
L=820' c=150 D=2.7" Q=143gpm
Fl = 2083 f 100�' BS2 x 143 x 820
150 2.7 4.8656 100
63.0 feet head x .433 = 27.3 psi loss
Page 9

<< Total Dynamic Head for the Complete System
60 psi (spk pressure) -+- 27.3 (traveler hose loss) = 87.3 psi (traveler inlet pressure)
87.3 X 2.31 — 201.7'
Mainline Loss = 25.0'
Elevation within field = 3.0'
Suction Lift = 8.0'
Fitting Loss = 5.0'
5% Factor — 12.1'
TDH — 254.8'
Pump PSI 254.8 / 2.31 = 110 psi
BRAKE HORSEPOWER
BHP = Q x TDH (feet)
3960 x Pump Efficiency (decimal)
Assume pump efficiency is approx. 50%.
BHP = 143 x 255
3960 x .50
18.4 hp
ENGL I HORSEPOWER
HP = BHP
Engine eff. (decimal) Use 75% efficiency for diesel engine
18.4 = 24.6 hp required Thus min. 25 hp diesel engine req'd
.75
Page 10

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I
Feld Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER TRRXGATTON SYSTEMS
R.C. Evans J.C. Barker J.T. Smith R.E. Sheffield
Land application equipment used on animal production farms must be field calibrated or
t evaluated in accordance with existing design charts and tables according to State Rules that
went into effect September 1, 1996. Technical Specialist certifying waste management plans
after September I, 1996 must also certify that operators have been provided calibration and
adjustment guidance for all land application equipment. The rules apply to irrigation systems
as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers charts are based on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment ages and components wear. As a result, equipment should be field calibrated on a
regular basis to ensure that application rates and uniformity are consistent with values used
during the system design and given in manufacturers specifications. Field calibration involves
collection and measurement of the material being applied at several locations in the
_ application area. This publication contains step by step guidelines for field calibration of bard
hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than assumed in the design will alter the
.application rate, uniformity of coverage, and subsequently the application uniformity.
,Operating with excessive pressure results in smaller droplets, greater potential for drift, and
arceler=es wear of the sprinkler nozzle. Pump wear tends to reduce operating pressure and
flow. With continued use, nozzle wear results in an increase in the nozzle opeiung which will
increase the discharge rate while decreasing the wetted diameter. Ciogg ng of nozzles or,
crystallization of mainlines can result in pressure increase and reduced flow. Plugged intakes
will reduce operating pressure. An operating pressure below design pressure greatly reduces
the coverage diameter and application uniformity. Field calibration helps ensure that nutrients
;from animal waste are applied uniformly and at proper rates.
The calibration of a hard hose or cable tow system involves setting out collection containers,
operating the system, measuring the amount of wastewater collected in each container, then
compLting the average application volume and application uniformity.
An in -line flow meter installed in the main irrigation line provides a good "estimate", of the
total volume pumped from the lagoon during each irrigation cycle. The average application
depth can be determined by dividing the pumped volume by the application area. The
average application depth is computed from the formula:
Volume Pumped (gallons)
Average application depth (inches) =
27,154 (.ggal/ac-in) X Application area (acres)

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Wayne & Michael Smith
Wayne & Michael Smith
Bladen
Wean -Feed
6400
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.):
6400 animals X 222.65 gal/animal/year =
1,424,960 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
6400 animals X 0.48 Ibs/animal/year =
3,072.00 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

April or May). Shading may result if small grain gets too high and this will definitely interfere
tr 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:
_C_LQp__Qode "off
A
Barley
- B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Com - Silage
F
Cotton
{ G
Fescue- Grazed
H
Fescue - Hay
1
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lis N utilized /unit vreld
1.6 ibs N / bushel
50 lbs N I ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N 1 ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N 1 C,rvt.
2.4 lbs N / bushel
4.0 lbs 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.
SLUDGE APPLICATION:
Page: 4

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
�r approximately 0.072 pounds of plant available nitrogen per animal ppr year in the
`sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 2304.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayiand at the
rate of 300 pounds of nitrogen per acre, you will need 7.68 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 18.43 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
-_S .
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
I Field
Soil
Type
! Crop
Application Rate
i in/hr
Application Amount
inches
5502
7
KeA
i C 0.60
0.95
5502
1, 5
KeA
B i 0.60
0.95
5502
2, 3,4 i
KeA
B 0.60
0,95
i
'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.appiication
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
l
Page: 5

t
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 male 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:
Owner has the o tion of winter annual overseed of any area in coastal bermuda and applying an
additional 50 Lb Pan oer acre. Winter croo may be grazed or cut as hay.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm:
Owner/Manager Agreement:
Wayne & Michael Smith
Ilwe 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. Itwe 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.
1/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 tiled 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: Wayne & Michael Smith
- 7
Signature:,�� r
Date
Name of Manager (if different from owner):
Please Print
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Date
R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
/elie
Page: 7

f
Swine Farm Waste Management Odor Control Checklist
Source Carise 13MPs to Minimize Odor Site Specific Practices
Farill Stead O Swine prodLiction Tr tative or wooded buffers
;---,Zec`,-nmended best management practices
7 Good judgment and common sense
Animal body Dirty manure -coverer! Dry floors
surfaces animals
Floor surfaces o Wet manure -covered floors Sloes floors
irk„/Waterers located over slotted floors
❑ ceders at high end of solid floors
�7 Scrape manure buildup from floors
❑ Uixkrfloor ventilation for drying
Manure collection
o Urine
Q'
Frequent manure removal by flush, pit recharge,
Pits
C Partial microbial
or scrape
decomposition
❑
Undunoor ventilation
Ventilation exhaust
O Volatile gases
arFai ntenance
fans
a Dust
FAY off i air movement
Indoor suriaces
e Dust
f
Washdown between groups of animals -
❑
Feed additives
❑
Feeder covers
❑
Feed delivery downspout extenders to feeder
covers
Flush tanks
n Agitation of recycled lagoon
❑
FILlSII tank covers
liquid while tanks are filling
❑
1
Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source
Cause
BMPs to Minimize Odor Site Specific Practices
Flush alleys
C Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
colivCy"Ince
Pit recharge points
a Agitation of recycled lagoon
❑
Extent] recharge lines to hear bottom of pits with
IICILIId while pits are filling
anti -siphon vents
Lift statiolis
O Agitation during sump tank
Cl
SLltiIp tank covers
Filling and drawdown
Outside drain
0 Agitation during wastewater
D
Box covers
collection or
conveyance
junction boxes
Erid ofdrainpipes e Agitation during wastewater Cg'l�xtend discharge point of pipes underneath
.11 lagoon conveyance lagoon liquid level
I stgooll Surlaccs a Volatile gals emissions PrProper lagoon liquid capacity
C Biological mixing LET" Coorrect k igoon startup procedures
D Agitation 'mum surface area -to -volume ratio
Minimum agitation when pumping
❑ Mechanical aeration
❑ Prov 'o ogical additives
Irrigation sprinkler O High pressure agitation al-'=rri,
e on dry days with little or no wind
Nozzles e Wind drift
LIIn recommended operating presSLlre
intake near lagoon liquid surface
❑ Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause 13MI's to Mittinti'r_e Orlor _ Site SlicciCc I'r.tctices
M:1nurc tracked onto o Poorly maintained :access arm access road maintenance R
public roads from roads
Farm access
Additional Information. Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center -
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon,rreatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor flush —Lagoon Treatment; EBAE 129-88 NCSU—BAC
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU—BAE
Controlling Odors from Swine Buildings; PIFI-33 NCSU---Swine Extension
Cnvironinental AssUrance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report frown the Swine Odor l-ask Force NCSU Agricultural Communications
NulsalaCe COSIGCI-IIS in Animal Manua-c Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control .Insects Site Specific Practices
F'ccd storage Accumulations of feed ❑
Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
❑
Inspect for and remove or break up accumulated
solids in filter strips around,feed storage as needed
Animal holding • Accumulations of animal ❑
. Lliminate'low areas that trap moisture'along fences
I cis wastes and feed wastage
and other locations where .waste accumulates and
disturbance.by animals is minimal ;
❑
Maintain fence rows'and f'ilter'strips around animal
holding areas t0 minimize. accumulations of wastes
(i.e., inspect for and remove or -break up
accumulated solids as needed)
Dry manure • Accumulations of animal ❑
Remove spillage on a routine basis (e.g.,
hwidling systems wastes
7- to I0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑
Provide for adequate drainage around manure
stockpiles
❑
Inspect" for and remove or. break up accumulated
wastes in filler strips around stockpiles and manure
handling areas as needed
For niore infor•niatiort contact:
Cooperative I-Lxtension Service, Departmcnl of Eritomology, Box 76 13, North Carolina Stalc University, Raleigh, NC 27695-76 11

Insedt Control Checklist'for Animal Operations
Source CUM BMPs to Control Insects Site'Sliccitic Practices
Liquid Systems
17]uslz Nutters • Accumulation of solids 2' Flush system is designed and operated
sufficiently to remove accumulated solids from4:
gutters as designed
13 Remov bridging of accumulated solids at
large
[lagoons and pits Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inclies
ove re than 30 percent of surface
Excessive vegetative • Decaying vegetation SMaintain vegetative control'along banks of._
growth lagoons and other impoundments to prevent
accumulation of decaying -vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • feed spillage O Design, operate, and iaintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage. on a routine' basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day-interval
during winter)
..y

Mortality Management Methods
(check which methods) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
liaering at a rendering plant Iicensed under G.S. 106-168.7
❑_ Complete incineration
❑ 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 of part of a dead animal's t,alue without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
11
Ncembcr 18, 1996

44
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
May 11, 1999
CERTIFIED MAIL
RETURN UZ-F-17T REQUESTED
Johnny Smith
Wayne & Michael Smith Farm
1201 Wade Smith Rd
Garland NC 28441
1 • •
f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Application No. AWS090189
Additional Information Request
Wayne & Michael Smith Farm
Animal Waste Operation
Bladen County
Dear Johnny Smith:
The Nan -Discharge Permitting Unit has received some additional information regarding the subject application.
Further clarification/ additional information is required before we can continue our review. Please address the following by
June 10, 1999:
1. The lagoon capacity documentation submitted is unclear. Please provide as -built or design calculations showing
total, temporary, and permanent storage available in all of your lagoons. Be sure to include any site
evaluations, wetland determinations, or hazard classifications that may be applicable.
2. Please submit NRCS required specifications in the WUP as part of your certified animal waste management
plan.
3. Operation and Maintenance Plan for your lagoons is missing.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist.
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this
Ietter, must be submitted on or before June 10, 1999 or the Division will return your application as incomplete in accordance
with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
JR Joshi
Soil Scientist
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r
BROWN�s
OF CAROLINA -;
A
WAYNE & MICHAEL SMITH- GROWER #330
4-1600 HEAD NURSERY
STATE ROAD #1522-BLADEN COUNTY
QBSP # 23-043-08-09
DIRECTIONS : FROM GARLAND, TAi{y HWY 701 SOUTH TOWARD. WTIHITE
LAKE. AFTER APPROXIMATELY FIVE MILES TUFLN RIGHT OPi STATE ROAD 1522
(WADE SMITH RD.) FARM WILL BE APPROXIMATELY 1/2 MILE ON LEFT.
MAILLING ADDRESS: SHIPPING ADDRESS:
WAYNE & MICHAEL SMITH WAYNE & MICHAEL SMITH
1201 WADE SMITH RD. STATE ROAD 1522
GARLAND, NC 28441 GARLAND, NC
[phone] HOME
(910) 588--4174 SHOP
BROWN'S OF CAROUNA. INC
303EAST COLLEGESTRwtiT - P.O.BCX«87 - WARSAW.NC.28393.0487 • C =ZE: [phone] - FAK(91,0}293-5726

4-t TYPICAL X SECTION TOM r_EEV, 5o,00�
NAIL iN:_A. El- _-------
SEE NOTE 3
oz :arc_ N01-e. 2
9 �5
U 7-
FILL PAD cy
l "' CORE TRENCH
DIM cY SEE .soiE sHEE�
FOR DEPTH ,
i- 10� �Ol SE CONDMON-N-0JES
0 �1L; %off 9 y CY 1) ALL WEAL( MAll;ltlA(- To I]C ovoicll r
nilU UACi ll,,n) AI•!!) COMPACTED.
1IilamE c�� �.I��I_�t a�r:rtr�us 01 OVEJIA!
I Ul:l' 111. 1-IP11:R 1 UI1 T1115 LAGOON To U1; = 1 t Lr9
COMPUTII41011fS I-Y:
1) WKE HE1111,10 I)I-UI,', TO 111 f,nf1, I).�'
10(,Ilrll 11IAIf U HER PLAHOED I.A.U..
- . --- ---- — — a) 4IMY Allf) LOADRIG nitrn To III: HU10 I.'.' AHovr 1_nti'r
• I.[ [I) PAD'., I if H I1 G' VIM[ C{.lf l f 11 1., 7' l Rf}l.l kr,!AV Of- HLi1U;`_;;
W_,-•_--- -_-- _ ____-__—..-----_.-___ 111.1. In III M,,1 I11THM 1:001' HOVI:'', 111-if (vlolw to I)1_ _--_� _- ----- --
ti;ln)l�ulllnil.il P•/ Ifl.11l, �:��IllltAl;f(rli',).

Operator:Smith Farms
County: Bladen
Date:
Has the site evaluation
been completed
&
approved:
Yes
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. _
0 sows (farrow to
feeder)
x
522
lbs. _
0 head (finishing
only)
x
135
lbs. _
0 sows (farrow to
wean)
x
433
lbs. _
6400 head (wean to feeder)
x
30
lbs. _
Describe other :
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
10/30/96
0 lbs
0 lbs
0 lbs
0 lbs
192000 lbs
0 lbs
192000 lbs
Volume = 192000 cubic ft (includes 0 cu. ft. add. treat. vol.!
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 48000.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) -----------------------------
Emergency spillway depth of flow(feet)-------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 344.0
AREA OF TOP
LENGTH * WIDTH =
344.0 174.0
AREA OF BOTTOM
LENGTH * WIDTH =
284.0 114.0
350.0
180.0
52.00
41.00
1.00
0.00
3.0 . 1
WIDTH DEPTH
174.0 10.00
59856 (AREA OF TOP)
32376 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
314.0 144.0 180864 (AREA OF MIDSECTION * 4)
CU . FT. _ [ AREA 'TOP + (4*ARE A MIDSECTION) f AREA BOTTOM] * DE':
59856 u 180864 32376 1,6—!
Total Designed Volume Available = 455160 CU, FT-

jD. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12
Volume = 78750 cubic feet
5E. Additional volume as follows:
7.5 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 46888 cubic feet
5B. 30976 cubic feet
5C. 39900 cubic feet
5D. 78750 cubic feet
5E. 0 cubic feet
TOTAL 196514 cubic feet
6. SUI!MARY
Temporary storage period====================>
Rainfall during wettest period of storage===>
Evaporation during storage period===========>
25 year - 24 hour
Heavy
Freeboard===================================>
Side
Inside top length===========================>
Inside top
Emergency spillway elevation(if planned)====>
Top of dike elevation================z======>
Bottom of lagoon elevation==================>
Top of sludge elevation=====================>
Total required volume=======================>
Actual design
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.========-�>
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume==============>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping. elevation===========>
Required volume to be pumped================>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
DATE:
DATE:
�1tC/d ��
180 days
21.1 inches
13.5 inches
7.5 inches
7.5 inches
1.00 feet
3.0 : 1
350.0 feet
180.0 feet
51.00 feet
52.00 feet
41.00 feet
42.41 feet
436514 cu. ft.
455160 cu. ft.
45.00 feet
47 . 10 --feet
45.00 feet
47.00 feet
192000 cu. ft.
196589 cu. ft.
49.60 feet
& heavy rain
376410 cu. ft.
374375 cu. ft.
117764 cu. ft.
129728 cu. ft.
1.5 feet
*

J. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) f Surface area of connecting waste facility
350.0 180.0 0.0
63000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 63000.0 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 192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46337.7 cubic feet
5B. Volume of excess water
Volume = 1287.2 gallons/day * 180 days storage/7.48 gallons
per Cr
Volume = 30976.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
180 days evaporation - 13.5 inches
180 days rainfall = 21.1 inches
Volume = 21.1 in * DA / 12 in. per ft. = 110775 cubic feet ru=
Volume = 13.5 in * lagoon DA/12 in./ft = 70875 cubic feet e-
Volume = 39900 cubic feet

SHEET 1 OF 3
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 o
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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the require6
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and wit'n 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 1.5 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 NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN TziE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
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 unless otherwise specified. 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the the shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector anti/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

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pe;--ritm. Pc. a::s =u:t tic obtained prior to dciig:-- spprorsL /
A_ Z C� _La cc .s- �'C-o .� � Y-.=S ` Vo
If yea, :cc. Par: fras or the YsCocu=agiaecring Manual and .`allow poue+.
(Copies of =apt or o:hc: r-fereacr. =rcr'iais =L2v be a:`=::cd to site
cnivat:oo.)
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NRCS WASTE UTILIZATION
PLAN SPECIFICATIOt\'S
1. Animal waste shall not reach surface waters of the state by runoff, drift, lnalunadr conveyances, direct application, or
direct discharge during operation or land application.. Any discharge of uastz: which reaches surface water is
prohibited.
2. There must be documentation in the design. folder that the producer zither owns or has a notarized agreement for use
of adequate land on which to properly apply the ',.L'a5te. If the producer dots not own adequate land to property
dispose ofwaste, he/she shall provide a copy of a notarized agreement with a landowner w•ho is withi.-1 a reasonable
proximity, ahox iog him/her the use of the land for waste application. It is the responsibility of the owzier of the
faciliri to secure an update of the Waste Utilization Flan when there is a change in the oiler aiton, 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 ulana2enlent, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields pray he used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tots per acre per year. Waste Play be applied to land that
is eroding at more than. 5 tons but less than 10 tons per acr ea per vela l*rnvidin�' crass filter strips are installed where
runoff leaves tide field. (See FOTG Standard 393-Filter Sti-iils)
5. Odors can be reduced by injecting the waste or distiing ar?er waste ;ipplicnti„:i. Wlstc shvusld not be applied wnen
there is dander of drift from the irri¢ation field.
6. 4v.-,en ante, -,al waste is robe applied on acres Subject to flooding, it v. ill be still inconporaied on conventional) tilled
cropiand, When applied to conservation tilled crops or g7assiand, rile vv as[e niav" be broadcast provided die
application does not occure during a season prop-- to flooding. nn! C lin; lie tt: N'01i11 Carolina' for
1. Liquid waste shall be applied at rates not to exceed the SC'! 'Ill] [ral"011 elite st!c!t thai 1ti:iMI does not oCCUre off -site
Or to siIace waters and in a method which does riot CaUtie l Cii, trl III! ills :It0 utl1 i11L INTO por'din_g shcLld
occur Ln order to control odor and flies.
S. Aiih-i2l waste shall not be applied to saturated soils, dun'ng raiili.11l cvcnts. or whl n :S frozen.
9. Animal waste should be applied on actively' grow,L-12 crops in such a 11121J!-zir [liar [he crop is not cover--d with waste
to depth that would prohibit growth. The potential for sale cla!;tag-- Cn}In ;snil;l; l waste should also be coPsidered.
10. Viastc nutrients shall not be applied in fall or win-'er for spring planted crops ens soils with a high potential for
leaclung. Waste nutrient loading rates on these soils should he held to a minis-uni and a suitable %"inter cover crop
planted to take up releasr_d nutrients. Waste shall not be jpplizd imirt ell:m .30 J-i.v, prior to planting ofa crop or
foraces brealdrig dorma-[cy,
11, A..iy new swore facility sited on or age; October I , 1993 slid?l comllic kith Ilse hllloxvin c: T}::: outer perimeter of
tl�e land area onto which waste is applied L om a lagoon drat is a C(I[tspe,net Ot. a :vy"in-- farnl &'.-[all be a[ least 50 feet
from any residential property boundar;: and from any su-,�a1u ta- river c-licr ;!lair an irrigation d'iich or
ca::al. . nL-nal waste other than swine waste from facilitits site"; nn U1, drier October 1, 1995, shall Pot be applied
closer t are 23 feet to surface water, This dlit Ce r. 2v bt iilr %V0tC;'N the i ;lI'C f10i per: [u:iai pvovided
adequate vegetative filte-, strips are pres--nt (See Stz:-.da:.d 39, - F;11; !-

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTENTUED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied -closer than 200 feet of dwellin _s „tier than these mvned by landowner.
14. Waste shall be applied in a manner not to reach other proper• and public right -cif -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 it has been approved as a land
applications site by a "techaical specialist". Animal waste applied on grassed w•atervays 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, S11c7�teI::, tt,ilets_ pinks, etc., :hall not be discharged into the
animal waste management system_
17. A protective cover of appropriate vegetation will be established on all di.sturbed areas (lagoon embankments,
berms, pipe runs, etc.). Areas shall be fenced, as necessar', to p17011=1 the Vegeia[ion. Vegetation such as trees,
shrubs, and other woody species, etc. a;e lij-uted to areas where considered apprupriaie. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should he 111s11ccted evidence of erosion,
leakage, or discha; ge.
18. If animal production at the facility is terminated, the ov zter is respunsible for obtainin; ar:d implementing a "clos'u-rc
plan" which will eliminate the possibility of an illegal discharg::, p,olluiion and erosinn.
19. Waste handl:,ng structures, piping, pumps, reels, etc., sholald 'ne inslIeCted on a re_n:lar ba�:i: io prevent breakdo%;'is,
leaks, and spills. A regular maintenance checklist should be kepi tug sits.
20. An:rnal waste can be used in a rotation that L-icludes vcpnalbles t(I-wr c.up: ,or direct hwnan corsumption.
However, if animal %vaste is used on crops for direct hum, on it should i:ni_y he appiicd prepia-nt with n o
further applications of animal waste during the crop seas:n:.
21. 1-uglily visible pe;manenet markers shall be installed to mar; t17e t(;}l al:d burr>ui elcvations of L5c ternporar"r storage
(pumping volume) of all waste treaLment lagoons. Pumpir:g shall be managed io maiiiiain the liquid level benvccn
the markers. A. marks will be required to mark the mam'cn.tsit stt,::i,c 1-111u,iir 1'01- WISIC siurage ponds.
a
22. Soil tests shall be made every year, and a liquid waste anal;:sis sl-,.ill he taken iviihin 60 days of application
consistent w•iLh waste utilization plan. Poultry litre; shall be testL ! 1)1i01' tt, applicail(w. Soil and waste analvsis
records shall be kept for five years.
Dead a:--:mais will be disposed e in a annn ter th. :n':c;s

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 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the anima-ls shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
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 ou-_
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 49.75 as ;parked by permanent marker. Stop pup_.
out when the fluid level reaches elevation 47.50 . This temporary
storage less 25 yr and heavy rain contains 113559 cubic feet or
806819 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted front the lagoon to stable
outlets when not included as part of the design: tenporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth' free or sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13.' Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from th.e inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

Ani: 1 Waste Management P1 �Cei ication
(?lease Type or prLit all information that does u
Xlk
General Inrarer
iti arse of Fa--,n._
owric (s) Marne:
d' ftbe4o _- 5�%,T0, EAYETTEt,xdjtiry No-
Mr-U. Ut11-l0de No: MailingAddress: 12,01 1,LW J;tn►Tok �., Gfk•Q.Ir�a�3Q G Zq!,EgI _
Fern: Locarion: Founctn Dicit Hydrologic Unit:_ n 3a 30Oo& ) Z0a30_
Latitude a, -id Long rude: 3 V 431 DO1' 17? a 2 7' 45 f' County: LAD6)
Please attach a copy of a county road map wid-i location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Oneration Descriotion:
r
of Swine N 'Alu'rMals -
ears to Fteder 0
* Feeer to Finish
7 Far ­, ow to wean
O Farrow o rP dc.-
Z� Fa. -ow to Finish
Type of Poultry
0 Pullers
No. of Animals
Othxr Type of Lives.ock:.
Type of Carle No. of Annals
0 Dairy
0 Beef
Number of An:m :!s:_ -- -
ti
EE.-C
caeerg OpcaR Oa�y4J < } }
4/ w
PTel) t0us L3�sTgr.V.
azr¢cfv << ...�. r tear. F Des?3r C am: rx •
a-.
L mr CRd E
r } k?��TrGrF-Ol' �GD3t� Qr[
Ac-eaze Available for Applicator-: 2-Z Requ'iired Acreaze: Al
Number of a�oo / Storace Ponds : ! Total Capacity: 75`5A 0 Cubic Feet (ft�)
Are subsurface dr...ins present on the fa..: YES or i TO (please circle one)
xcics�cx#aeiearac#ae4##iex.Yar#####it##e##aeie�Ie7e�ii�caeicicseae�cFieMac .Fieaeitgei�##pie#x�rirar#�.�#sat#Fir Fieae�fede�r#�#:jc#�aeae�e
Omer / ititanager Agreement
I (we) vcrfy that all the above information is cot —t and will be updated upon changing. I (we) unde.-stand the operation and
maintenance procedures established in the approved animal waste manag_ment plan for Cie farm named above and will
impltment Chest procedures. I (we) know that any =pansion to the existing design capacity of the warm tieam, eat and
storage system or constiuction of new facilities will re ;uir_ a new ccr titicarion to be submitted to -the Division of
Environme:ttal Nfansgement before the new animals arc stocked I (we) undcrsta:td that these must be no discharge of anir.:ai
waste from the storage or application system to st: facc waters of the smote ei[her dirmctly through a man-made conveyance or
frem a sic„n event less severe than the 25-year, 2=-;your storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of poliutan:s from lounging and heavy use areas must be minimized using ttcchnicYl
standards developed by the Ni atuual Resources Consz.var.ion Servic_. The approved plan will be filed at the farm and at the
orrice of the local Soil and Water Conse: ration Disr Fier. I (we) Scow that any modification must be approved by a t_nzic-31
spez.abst and submitted to the Soil and Water Conservation Disa ict prior to implementation_ A change in ion ownrship
requires ti :ttcn notification to DEEM or a new ccndficadon (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner : %�Ml T114
Si nature: 1' -i]r7 t:� i %:r ,! G— Date: L - .2 L��7
rf - i
Name of Mana;er(if differenton,
f owner):
Signature:
AWC -- April 24, 1996
'710_ N

ri echnical Specialist Certification
I. As a technical speech list designated by the North Carolina Soil and Water Conservation Cornrnission
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the farm
named above has an animal waste tnanagernent plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in I5A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Cornmission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. T-ne
following ele-ments are included in the plan as applicable. while each category designates a techniczi
specialist who mzv sign each cendficadon (SD, SI, �+- P, RC, I), the technical specialist should only
ecrdfy pars for which they are, technically competent:
11. Certification of Design
A) CQIIe�:tign, Storaee, Treatment,Svstem
Check the appraprie;e box
❑ Existing facility without retrofit (SD or WUP)
S tora;e volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
New. expanded or retrofirred faciliry (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to rieet or exceed the minimum standards and
spcciLicztions.
Name of Technical Specialist (Pease Print):
A1iiliat"on: , i — 0/ ;!I L S2�v,
Address(A¢ency): G �.,;;.L Sf Cyr.. - Ncr ?83 _Phone No.
�. •
u. SiQnare:�Date: iI /41gL
B) Land Aoolication Site (WLTP)
Tine plan provides for minimum separations (bum ers); adequate amount of land for was:c
udlizanor,; chosen crop is suitable for wastcma ageaent; bye 'aulic and nutiient loading rates.
Name of Technical Specialist (Please Print): /m/ri ic/So,J
! A. iIiadon: cl,P_O(�i�lJ S O (1 pLr'lr{-
):—Po -BBog O R� ll,� Z�-' Phone No.:._ 4/0 V 3
Sig:tatu-e: Date:
C) nnf ie f n , ri r ors
Check
/the appr pr.*=e box
C� Facility without cxtc:;or lots (SD or W'Tj'P or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to m nimize the run off of pollutants &0m loung-mi g and heavy use arcs have been
designed in accordance with technical star s develope4 by NTRCS.
Name of Technical Specialist (Please Print): �M+'n
AftiIia--�on: S Or' eMCOLIAM
Address ygen �O. OAK 7 AtS 9C Z939 Phone No.: 9� 29 3 2q
Sienav— Date: - / D
AWC -- April 23, 1996 2

D) Arml' flan and ridjin- Eayinment
Check the approprcte box
x;iii� facility with existing waste apt7ltCarlon equipment (WUP Or n
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste nanagernenr plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been establishers; required
bu mac: s can be maintained and c ibradon and adjuanent c uid ce arc contained yarE of the
plan).
�,Q-rcc�awivss-tz/4� ate- ��7+rC�ikc.�
❑ New or expanded facility: or existing faciliry without exi�rin- waste application ecuiprtcnt (-n
Ardmal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established; required
buffers can be maintained, calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print):
Affiliation:
Address
S ignarm
cy): Phone No.:
-e: Date: O
—T
III. Certification o, f Installation
.A) Collection, Storage, Treatment Tnstallation
New. exoznded orretrafiged facility (S1)
Animal waste storage and ceacnent smictures, suca as but not Iitzzited to lagoons and ponds,
have been installed in accordance with the approved plan to nett or exceed the mini -.um
standards and saes flcadons.
For existing facilities without reirofts, no certification is necessary.
Name of Technical Specialist (Please P:;nt): iQ• C �..a.-.. w�� `�- P.
A..*�iia.non: J L.: =L il. �C .L S w/L , n� ��. /✓c: � 5 ��� n
Address(_Agcncy):_7 c Lt,�1 �.rs,, l �f-. _ - ---- _. Phone No.: ate 5 I- 27v3
Sigtizture:_t.N�.r� __ _ Datc: [
AWC -- April 24, 1996

B) Site (VV-UP)
Check the appropri, a box
E7 The cropping System is in place on ?-II land as specified in the anim waste management plan_
Conditional Approval: all required Iand as specified in the plan is cleared for planting; the
cropping syste:ri as specified in the waste utilization plan has not been established and the
owner has con=L kited to establish the vegetation as specif-ied in the plan by
(rnontlzlday/year); the proposed cover crop is appropriate for cor npliance with the waste
utilization plan.
❑ Also c.h k this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared
land within 30 days of this certification, the owner has con-mutted to establish an intc:im
mop for erosion control;
Name of Technical Specialist (PIease Print):__Jlrvl . VI i-J5'e .)
Affiliation: -&OU t1S Or PA6L i d,4
Address(AQ , cy 0 g(ft WI WA7e5#�A) /J(: 0�3ii Phone No.: 0 293 zsi
Sig -nature: Data: /—lef - J 7
This folIowino ature bI is only to be used when the box for conditional approval in IM B
above has bee heck:-ed.
I (we) certify &.at I (we) have coa fitted to establish the mopping system as speci led in my (our) waste
utilization plat, and if appropriate to establish the interim cop for erosion control, and will submit to
DEM a veriEcatiori of cornDletion from a Technical Scecialist within 15 calendar days followi--i; the datc
specified in the conditional certification. I (we) realize that failure to submit this ve_ifcadon is a
violation of the vv ste management plat and will subject me (us) to an ezfnrcement action from DELI.
Name of Land Owner : Al
Signature:
Date: l — Z .,,?- — `i7
Name of IVlanager(if di*ferezt iron owner):
Signature: Date:
C) Runoff Controls from Exterior Lets (RC)
Facility with exterior lots
Methods to minimizc the run off of pollutants from lounging and heavy use areas have been
instzled as speHned in tits plan.
Forfacilzties without exterior lots, no certification is necessary.
Name of Technical Specialist (PIease Print):
An,
Address(Agency): Phone No.:
Siena
AWC -- Apri11+, 1996
Datc:��

D) A1212ficatiolia i n nc 1 ion (WUP or n
Check the cppropri, e block
0 Animal waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjusrnent materials have been provided to The owners and are
contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third parry application and has provided a
signed connect; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have bc=n
provided to the owners and are conL-fined as pan of the plan.
Conditional approvaLArtimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
"(momh/day/year); there is adequate storage to hold the waste until the equipment !Tin tined
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan_
Name of Technical Specialist (Please Print):_ Inirl
Aff:iiationL JAIA
Addre A. c ): a fI 0A,4SA-tZ KC a 31Y Phone No.:
Signature Date: zZZ �l
The follow na ignat re block is only to be used when the box for conditional approval in III D
above has _n checked.
I (we) ce<zify that I (we) have cornrn iacd to purchase the animal waste armlica ion and h:.ndlin-
egui rntnt as spec.=*3ed in my (our) waste rna;agemcnt plan and wi11 su--,,,dt to DEM a veritica66n of
delivery and installation front a Technical Specialist within 15 calendar days following t-ie date spent ed
in t+he conditional cei dricacon_ I ewe) realiii ::_at failure to submit this veil cat on is a violation of the
waste rnanagernent plan and will subject me (us) to an enforce sent action ilor+ DE'_IYt.
Name of Land Owner:- IA
Signature:�-
4
<SM I T,-�-
Name of Manager(if di` c-=2t L—om owner):
Signature:
Date: /- 2 I�,
Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete :animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC -- April 24, 1996 - 5

August 19, 1997
I, Da=yl Coble, agree to provide Wayne Smith (Farm #330 ) with pumping .
equipment and my services if needed, until he can make other arrangements.
Darryl Coble,

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 3, 1997
Mr. Wayne Smith
1201 Wade Smith Road
Garland, NC 28441
�EHNR
Subject: Animal Waste Management Plan Requirements
Wayne & Michael Smith Farm
Facility #: 09-189
Bladen County
Dear Mr. Smith:
The Division of Water Quality (DWQ) received the Animal Waste Management Plan
Certification Form you submitted on September 23, 1997 for the Wayne & Michael Smith Farm located
in Bladen County. In reviewing this document, it has come to our attention that this certification form is
not complete_ A Technical Specialist did not sign Section H-D on page 3 as required by DWQ (copy
enclosed). Please have this section completed by a technical specialist and resubmit the Animal Waste
Management Plan Certification to DWQ.
New facilities that are stocked prior to proper certification are in violation of 15A NCAC 2H
.0217 and may be assessed a civil penalty of up to 10,000 dollars per day.
If you have any questions, please contact me at [phone], ext. 502.
Sincerely,
RECEIVED
OCl 8 1997
WATER QUALITY SECTION
Non -Discharge Compliance Ent
cc: Fayetteville Regional Office w 1 attachments
Brown's of Carolina, Inc. w / attachments
Bladen Co. S&WCD w I attachments
Facility File w / attachments
Sue Homewood
Environmental Engineer
Non -Discharge Compliance / Enforcement Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%a recycled/10%a post -consumer paper

AnE .1 Waste Management Plan Cei Ica' E/VE
. - (Please type or print all information that does not require a signatt re)/]}•S,
AA
�o, r ....• .:: --.
: �'or.' Exix37T�ed' foT'eascF�cle arle.x_-
Existing w.or New ..
General Tnformation: w��As
Na -me of Fare:C_ W/V_ a'_J�'11L�#EL .dam t --- FaciliryNomii�► _
0.wncr(s) Name: Phone No: S97'i �(Z59
Maihng Address: 12,01 192W �m I r� F� G�-ea.� n �L A - - -
Farm Location: Fourteen Digit Hydrologic Unit:__ 0� 6 3 o O06 1 Z 0 a3 o
Latitude and Longitude: 3 V 43 ' not' / -7g a 2 7' 45 It County:
Please attach a copy of a county road map with location identined and describe below (Be specific: road
names, directions, milepost, etc-):
-
WA0C 5"1 /TM 4AO OFF t -W y 70467WEEAI 9AV_ t1W,0 f
Qperation Description:
T Pe of Swine N 'Animals .
Wean to Feeder 4
�P Feeder to Finish
.Q Flow to Wean
_a Farrow to-Feedez
0 Farrow to Finish
Type of Poultry No. of Animals
Layer
O Pullets
Ocher Type of Livesrock
Type of Coale No. of ;rarais
* Dairy
* Beef --
Number of Animals:
Acreage Available for Application: Required Acreage: A.
Number of agt>o / Storage Ponds : l Total Capacity: J155A d Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is corre4t and will be updated upon changing. I (we) understand the opradon and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste tr=rment and
--storage sysiem-or construction of new facilities will require a new certification to be submined to-tl=e Division of
-Environmental Management before the new animals a= stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application•systmp to surface waters of the srate either directly thruugh:a man-made conveyance or
from a storm event less severe than th-e.25-year. 24hour storm and there must not be run-off from -the application of animal
,waste. I (we) understand that run-off,, of pollutants from lounging and heavy use areas must be minimized using technical
,,standards developed by the Naasral:Rcsoti= Conservation Service. The approved plan will be filed at the farm and at the
;office of the local Soil and Water Conservation Disuict..I (we) know that any modification must be approved by a twhnical
specialist and submitted to the Soil and Water Conservation District prior to implementation_ A change in land ownership
jcrjuirzs written notification to DEM or, a new certTication (if the approved plan is changed) within 50 days of a title transfer.
} Name of Land Owner : '�M t n4
Signature:Date: %
Name of Manager(if different froth owner):
Signature: Date:
AWC .- April 2.4, 1996

I
Technical Specialist Certification
I. As a technical .specialist designated'by the North Carolina Soil and Water Conservation Comrussion
pursuant to 15A NCAC 6F .0005, I certify that the animal waste management system for the fa, -a
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only.
certify pars for which they are technically competent.
II. Certification of Design
..A) CbllectiQn. Storage. T[eatment System
Check the appropriate box
0 Exi ring facility witho, t rreenfit (SD or WLTP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste utilization requirements.
New,_ex�anded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems,
lagoons and ponds, have been designed to meet or exceed the minimum standards and
specifications_
Name of Technical Specialist (Please Print):
Affiliation:
Address(.agency): SC 3 S+ CJ,:`�, 1 AIC -�83 Phone No.: 9i� Syc-
Signature: '- � ,"� Date:_ 4,�q L —
B) Land Angligation 5ite (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste
--utilization; chosen crop is suitable for waste management; by4�m,ulic and nutrient Ioadin; rates.
Name of Technical Specialist (Please Print): /M/K V/NSoA)
Affiliation: B,eo(a's of eftjuAJ�
Address( ,, ): 0 Ay) Iut. Zk3gf Phone No.: q10 Z93 Z`,�
Signature: Date: —/,
7.
C} l i r Lots
Check the appr riaae box
Facility without exteriQr lots (SD or WVP or RC)
This facility does not contain any exterior lots-
0 Facility with exterior -lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical Stan s developby
N CS.
Name ,of Technical Specialist (Please Print): iM V
Affiliadon: 3&aWtJS OF CA720t4,JA
Address . gen • Tbo • 730,c -1 �4L`s I-fC Z939 S Phone No.: % 29 3 29�I
Signature: Date: f ` -
IAWC -- April 24, 1996
2

❑ Exiszinz facAty with existing waste alicati n equipmen (WUP or l)
Animal waste application equipment.specified in the plan has been.either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing applicarion equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for tinning of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
❑ New or expanded facilirv;_or existing_ aciliry without exi tincz waste ap2lication cguipmcnt (I)
Antral waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate. the waste management plan; -(proposed applicaribn equipment can
cover the: area required by rhe•plan at rates not to exceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been -established; required
buffers can be maintained; calibration and adjustment guidance are contained as pan of the
plan).
Name of Technical Specialist (please Print):
Affiliation:
Address(Agency): Phone No.:.
Signature: Date:
k
III. Certification of Installation
.A) li i b n . Sjoravag, Trllation
New, expanded or re_trofirted,facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,
have been installed in -accordance with the approved plan to meet or exceed the minimum
standards and specifications.
For existing facilities wfthout retrofits, no certification is necessary.
Name of Technical Specialist "
(Please Pint):
4•
Affiliation:
Address (Agency): 5`,03 Phone No.: q1,o -5_0'z-7a3
Signature: Date:
AWC -- April 24, 1996

B) Land AmAicationS' e (W UP)
Check the appropriase box
,Y
The cropping system is in place on all land as specified in the animal waste management pl�-t.
Conditional Approval: all required land as specified in the plan is cleared for planting; 14he
cropping system as specified in the waste utilization -plan has not been established and r e
ovWher has committed to establish the vegetation as specified in the plan by
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can not be established on"newly cleared
+ land within 30 days of this cerdficadon, the owner has com„utted to establish an interim
f crop for erosion control;
Z 4V:
Name of Technical Specialist' (Please Print):-rh my V/1"35e J -
l_ Affi;iation: ROuj�lis tj1�1�
,t Address(A cy o 6o, jj � -qOC Zb' S Phone No.: /0 Z93 29i
Date:
—ldf
17
.This following ature bl w is only to be used when the box for conditional approval in III. B
' above has bee pecked.
SFFF .L LRif t ♦11
:.;??;� ;tl„(wc) certify that I (we) have, committed to establish the cropping system as specified in my (our) waste
Tutitizarion plan; -and if appropriate to.,establish the interim crop for,erosion control, and will submit to
:DEM a verification of completion from a Technical Specialist within 1.5 calendar days following the date
-,specified in the conditional certification. I (we) realize that -failure io submit this-verificarion is a
violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
.j • ISM
I
Name of Land Owner : �A��1r S►� /rl�
1?° t 5...
Signature:O�r' ' -
Date:
Nance of Manager(if different from owner):
Signature: Date:
Q Runoff' CQptrols from Extgrior Lots . (RC)
Facility with exterior lots
Methods to minimize- the run off of pollutants from lounging and heavy use areas have been
installed as specified in the plan.
Forfacilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Add,-ess(Agency): Phone No.:
Signature: Date:
' AWC -- April 24, 1996
4

D) A12121icatiQn and Haj3dling Ecuipment Tnst2liaion (tiYUP or I)
Check the appropriate black
1
0 AnimaI waste application and handling equipment specified in the plan is on site and ready
for use; calibration and adjustment materials have been provided to the owners ind arc
contained as pan of the plan.
❑ Animal waste application and handling equipment specifi¢d in the plan has not been
installed but the owner has proposed leasing or third, party: application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and art contained as part of the plan -
Conditional approvalAnimal waste applicarion and handling equipment s eciricd in the
plan has been purchased and will be on site and installed by 17 -_
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste -can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist'(Pleasc Print): 1 mm
Affiliation: B900AS OF 49ht A1.4
):�
C Z8 39
hone No.: lio 7-13 29yq
are, 2-4- —f 7 -
.;The foIlo n ignatth-e block is'only to be used when the box for conditional approval in III D
above has Mn checked_
I (we) certify that I (we) have committed to purchase the animal waste application and handling
equipment as specified in my (our) waste management plan and will submit to DEM a verificarion of
delivery and installation from a Technical Specialist within 15 calendar days following the date specified
in the conditional ceraficadon. I (we) realize that failure to submit this verification is a violation of the
waste management plan and will subject me (us) to an enforcement-acdon from DEM.
;- Name of Land Owner:,,l T7-i
Date:
Name of Manager(if different from owner):
.Y ifl •
.1,. Signature: Date:
Please return the completed form to the Division of Environmental Management at the
following address:
Department�ofEnvironment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC — April 24, 1996 5

JUH-10-99 03:41 PM DR. SAMUEL CROSS, D.D.S. 910 662 6345 P.01
Book P4Qe
0379 0310
Bliden County
September 24, 1996
This #otter is to serve as written permission to Wayne Smith to construct and operate a swine farm
on his adjoining property at a distance less than the required 1500 feet from my residence. 1
understand that the facility will be located no less than 1000 feet from my residence and will
include no more than 4 - 1600 head nurseries.
Landowner
9 �-kf�
L'�ay �21'
pA t ni Dee4� den C° ap4k
e ,trat►on a e pt 4ie8�stei
filed io► R �' Q�tc
apd ie8-tS1i'red kn the
ttep,.Aei ` OCT $ M6