710022_HISTORICAL_20171231

NUH I H LAHULINA
Department of Environmental Qual

FIFWA
AUDEENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Jane Norland
Fennert & Brewster Nursery
264 Mar -Joy Dr.
Dunn, NC 28334
Dear Jane Norland:
John E. SMarla, III
Secretary
December 12, 2014
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS710022
Fennert & Brewster Nursery
Animal Waste Management System
Pender County
The Division of Water Resources (Division) received your sludge survey information on
December 4, 2014. With the survey results, you requested an extension of the sludge survey
requirement for the two lagoons at the Fennert & Brewster Nursery facility. Due to the amount
of treatment volume available, the Division agrees that a sludge survey is not needed until
December 31, 2019 for both Fennert & Brewster lagoons.
Your next sludge survey for the lagoon at this facility should be performed before December 31,
2019. Please retain this letter and keep it with your farm records for reference. Thank you for
your attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: Wilmington Regional Office, Water Quality Regional Operations Section -
Pen -nit File AWS710022
I ECEIVE
1636 Mail Service Center, Raleigh, North Carolina 27699-1636 DEC 15 2014
Phone: [phone]Internet: htto://www.ncdenr.govl ft
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper BY.

July 18, 2008
Jane Mitchell
Fennert & Brewster Nursery
264 Mar -Joy Dr.
Dunn, NC 28334
Michael F. Easley, Uovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
RJE:cE yr-.._.
JUL 2 2 ?-%8
By;-- .__..
Colcen H. Sullins Director
Division of Water Quality
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS710022
Fennert & Brewster Nursery
Animal Waste Management System
Pender County
Dear Jane Mitchell:
The Division of Water Quality (Division) received your sludge survey information on July 3,
2008. With the survey results, you requested an extension of the sludge survey requirement for
the two. lagoons at the Fennert & Brewster Nursery facility not to be required until 2009. Due to
the amounts of treatment volume available, the Division agrees that a sludge survey is not
needed until 2009 for both lagoons. The results of the 2009 sludge survey are to be submitted by
March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely, ,
7#40V�
Miressa D. Garoma
Soil Scientist
-cc: Wilmington Regional Office, Aquifer Protection Section
Central Files
Nam` Carolina
Aturrr!!r,
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateraualitv.ora Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer— 50°% Recycledll0°% Post Consumer Paper
Raleigh, NC 27699-1636 'Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

( �j
Nutrient Management Plan For Animal Waste Utilization
11.-20-2003
This plan has been prepared for:
FENNER7' & BREWSTER NURSERIES
Jane Noland
264 Mar joy Dr.
Dunn, NC 28334
910-892-5810
This plan has been developed by:
JASON TURNER
PENDER SWCD
PO BOX 248
801 S. WALKER ST
BURGAW, NC 28425
910-259-9123 Ext. #3
veloper Signature
Type of Plan: Nitrogen Only with Manure Only AP �
� ° 2 zpo9
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance prose
established in this nutrient management plan which includes an animal waste utilization plan for th4
farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
a "
') 4 �� ��
Signature (owner) w Date
i
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: �- r
UThnical Specialist Signature Date
9I0499 Database Version 3.1 Efate Printed: 11-20-2003 Cover Page 1
RECEIVED / DENR / DWQ
Aquifer Prntartinr. RPction
MAR 3 0 2009

5
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 Nursery Lagoon Liquid waste generated 993,200 gals/year by a
5,200 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2288
Incorporated
3929
injected
4326
irrigated
2486
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
2,533.20
1,011,864
-18,664
.......... ... .....
Note; [n sou rce 11) S means standard source, U means it defined source.
910499 Database Version 3.1 Date Printed: 11-20-2003 Sourcc Page Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop in the plan. In addition, the Leaching Index for each field is.shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3537
1
18.00
9.00
5.0
Norfolk
Fesme Pasture
3.5 Tong
3537
2
5.001
4.20
5.0
jGold3boro
Small Grain Qverseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Toas
PLAN TOTALS: 23.00 13.20
LI
Potennal Leaching
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
:>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -'Perm No -Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
n l n+nn ".1.1,... %I—;— a i n.f. P m—i i i rrnnnnz

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 nutri
uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops.- An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity of
nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for th(
utilization of the manure generated by the operation.
Waste Utilization Table
vent 11
Tract
Feld
Source
11)
Sarl Series
Total
Acres
Use.
Acme
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(WA)
Comm.
Fen.
Nutrient
Applied
(RWA)
Res.
OWA)
Applic.
Method
Manure
PA
NutrientA
ppHrd
JWA)
Liquid
ManurtA
pphod
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gaVA
Tema
1000 gals
tons
3537
1
SS
otfolk
18.00
9.00
Fescue Pastime
3.5 Tons
811-7/31
120
0
0
Irrig.
120
47.93
0.00
431.40
0.01
3537
2
SS
Goldsboro
5.00
4.20
Stnall Grain Overseed
1.0 Tons
*10/15-313
50
0
0
Irrig.
501
19.97
0.00
83.88
0,01
3537
2
85
Goldsboro
5.00
4.201Hybrid
Bennudagraw Hay
6.5 Tons
*411-10115
296
0
0
Irrig.
296
118.2
0.00
496.59
0.01
Total Applied, 1000 gallons
1,011,86
Total Produced, 1000 gallons
993.20
Balance, 1000pflons
-18.66
Total Applied, tons
0.04
Total Produced, tons
0.01
Balance, um
0.Ot
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data,
910499 Database Version 3.1 Date Printed: 11/20/2003 WUT Page Page 1 of 1

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 maybe 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 I
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
3537
1
Norfolk
0.50
1.0
3537
1 2 lGoIdsboro
10.50
11.0
n i IN Inn 11....J....... A 9 1 n_.....1 I I JIln111nn'1 i A C n....., n--- I ..o 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 Kale
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
13.24
26.47
39.71
Flay 6 ton R.Y.E.
300
26.32
6.62
13.24
19.85
Soybean 40 bu 1
160
14.04
12.41
24.82
37.22
---------------------------------------------••-------•-------------------------------------- ----g------.—I ----
910499 Database Version 3.1 Date Printed: 11-20-2003 Sludge Page Page I of

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 fast crop in the plan at which storage volume in the lagoon or holding pond is
equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage capacity of
the facility. If the available storage capacity is greater than the design storage capacity, this indicates that the plan calls
for the, application of nutrients that have not yet accumulated. If available storage capacity is negative, the estimated
volume of accumulated waste exceeds the design storage volume of the structure. Either of these situations indicates
that the planned application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Availahle Wacte Stnraae r..nnnciry
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
8/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
I
132
1
2
126
1
3
117
1
4
121
1
5
150
I
6
156
1
7
161
1
8
I80
1
9
180
1
10
177
1
11
169
I
12
152
' Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------------------- ...................... ............................................
910499 Database Version 3.1 Datc Printed; 11-20-2003 Capacity Page Page I of

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
-- ........ ...... ..------------...- . .........
910499 Database Version 3.1 Date Printed: 11/20/2003 Soccification Page I

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that
25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
910499 Database. Version 3.1 Date Printed: 1 1/20/2003 Soccification Payee 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require 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.
...... .... ----- ---
910499 Database Version 3.1 Date Printed: 1 1/20/2003 Specification Page 3

Crop Notes
The following crop note applies to field(s): 2
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l to Mar. 3 L Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): I
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal.
In the Coastal Plain, tall fescue can be planted Sept. l to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 Ib/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test for
preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 Ib/ac
nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates
by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each
window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
934600 Database Version 3.1 Date Printed; 11-19-2003 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 2
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 Ibs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
­1 -- ------------------------------------------------- ------------------- •-,----------------------.....-----------.-----..-..------------------
9W0o Database Version 3.1 Date Printed: 11-19-2003 Crop Note Page Page 2 of 2

Is
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production ®rl getative or wooded buffers;
ecommended best management practices;
ood judgment and common sense
Animal body surfaces • Dirty manure -covered animals ry floors
Floor surfaces • Wet manure -covered floors lotted floors;
aterers located over slotted floors;
eeders at high end of solid floors;
Scrape manure buildup from floors;
❑ /Jnderfloor ventilation for drying
Manure collection pits • Urine;
• Partial microbial decomposition
Frequent manure removal by flush, pit recharge,
or scrape;
❑/Underfloor ventilation
Ventilation exhaust fans • Volatile gases; an maintenance;
Dust fficient air movement
Indoor surfaces • Dust ashdown between groups of animals;
Feed additives;
13 Feeder covers;
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
❑ /`lush tank covers;
liquid while tanks are filling
/ 1 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
❑ Underfloor flush with underfloor ventilation
`�
conveyance
J
Pit recharge points
• Agitation of recycled lagoon
❑ Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
❑ Sump tank covers
filling and drawdown
Outside drain collection
• Agitation during wastewater
❑ Box covers
1S A
or junction boxes
conveyance
AMC November 11, 1996, Page 3

Source
Cause
BMPs to Minimizt Odor
Site Specific Practices
End of drainpipes at
a
Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
goon liquid level
Lagoon surfaces
a
Volatile gas emissions;
per lagoon liquid capacity;
•
Biological mixing;
Correct lagoon startup procedures;
•
Agitation
inimum surface area -to -volume ratio;
Minimum agitation when,pumping;
O
Mechanical aeration;
O
oven biological additives
Irrigation sprinkler
a
High pressure agitation;
igate on dry days with little or no wind;
nozzles
a
Wind drift
inimum recommended operating pressure;
❑
Pu mpp intake near lagoon liquid surface;
Pump from second -stage lagoon
Storage tank or basin
a
Partial microbial decomposition;
❑
Bottom or midlevel loading;
surface
a
Mixing while filling;
E]
Tank covers;
a
Agitation when emptying
❑
Basin surface mats of solids;
CI
Proven biological additives or oxidants
Settling basin surface
*
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
+ L /A
•
Agitation when emptying
0
Remove settled solids regularly
Manure, slurry or sludge
a
Agitation when spreading;
0
Soil injection of slung/sludges;
spreader outlets
a
Volatile gas emissions
❑
Wash residual manure from spreader after use;
/ ! / A
❑
Proven biological additives or oxidants
Uncovered manure.
a
Volatile gas emissions while
❑
Soil injection of slung/sludges
slurry or sludge on Feld
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
0
Poven biological additives or oxidants
Dead animals
a
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
a
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
On
pits
0
Proper location/consiraction ofdisposal pits
Incinerators
a
Incomplete combustion
❑
Secondary stack burners
4)
AMOC - November 11, 1996, Page 4

Source . Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities • Microbial decomposition of 7,
ay from facilities
organic matter
Manure tracked onto • Poorly maintained access roads /,0 Farm access road maintenance
public roads from farm
access
Additional Information ;
Available From:
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; -EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge ; Lagoon Treatment ; EBAE 129-99
NCSU - DAE
Swine Production Facility Manure Management: Underfloor Flush - lagoon Treatment ; EBAE 129-88
NCSU - BAE
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; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor. a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
2 f/T.i
NAME OF LANDOWNER DATE
TECHINCAL SPECIALIST DATE
- AMr - - November 11, 1996, Page 5

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. '
Rendering at a rendering plant licensed under G.S. 106-168.7
0 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 value without endangering
human or animal health. (Written approval' of the State Veterinarian must be J
attached)
l.2 -/7 ?T
AME OF.LANDOWNER DATE
ECHNICAL SPECIALIST DATE
December 18, 1996
... I -.1,

Insect Control Checklist for Animal Operations
Source Cause HMPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids ,PS Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
rc ting of solids to a depth of no more than G -
inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
4d
nkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
ay interval during summer; 15-30 day interval
/during winter).
eed Storage
ions of feed residues /0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewers grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause
BMPs to Control Insects-
Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes ❑
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
r
/
❑
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes Cl
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
M
application or disposal.
m
❑
Provide for adequate drainage around manure
stockpiles.
❑
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
NAME OF LANDOWNER DATE
)a-17-i-7
TECHNICAL SPECIALIST DATE
AM1C 'ovember 11, 1996, Page 2

ell

my
A

O�0� W A T �qQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
y !North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
p Division of Water Quality
August 28, 2003
CERTIFIED MAIL # 7002 1000 0005 2390 9082
RETURN RECEIPT REQUESTED
Jane Mitchell (Norland)
264 Marjoy Drive
Dunn, NC 28334
Subject: Inadequate Freeboard
No Further Action
Fennert & Brewster Nursery
Facility # 71-22
Pender County
Dear Jane Mitchell (Norland):
Thank you for your recent submittal of the information requested in our letter dated April 15,
2003. The Wilmington Regional Office has determined that no further enforcement actions will
be taken by the Division for the inadequate freeboard.
However, upon review and consideration of the information submitted, the Wilmington Regional
Office has determined that an NOV is appropriate due to unsatisfactory operation and
maintenance of the waste treatment system.
In the future, please continue to evaluate ways to maintain freeboard levels in the required range.
These methods include, but are not limited to, water conservation practices, adding additional
application sites, updating your cropping systems, adding additional and/or more flexible
application equipment, and maintaining the lagoon levels at the lowest allowable and appropriate
levels throughout the year. Our staff looks forward to continuing to work with you and your
Technical Specialist to evaluate and implement any needed changes to your system.
,AU"A
NC[7ENR
Customer Service: Mailing Address: Telephone: [phone] Location:
1 800 623-7748 1617 Mail Service Center Fax: [phone] N. Salisbury St.
Raleigh, NC 27699-1617 State Co u rier #52-01 -01 Raleigh, NC 27699-1617
An Equal Opportunity / Affirmative Action Employer
50% recycled / 10% post -consumer paper
http://h2o.enr.state.nc.us

Womestic Mail Only;
No Insurance
CoverageProvided)
O,
tr
a L�rr
0
ru
Postage
$31-1
5
t
Q
Certified Fee
2.
Postmark'
M
0
Return Receipt Fee
(Endorsement Required)
. ��� 1
t
Here
1�
O Restricted Delivery Fee T7, F
G (Endorsement Required)
.1
Total Postage & Fees $ ,
r u sent m Not land)
- ---------------------•---------
�- Srrae" t. No.; Q
or PD Box No. a6zl T d - -De .
------------------------ J -----
Ciry, state. ZfP+4 Unn 02 8 33 5/
1PS FDrrn:rr April

Inadequate Freeboard
Jane Mitchell (Nodand)
August 28, 2003
Page 2
Thank you again for your cooperation. If you have any questions, please do not hesitate to
contact the staff of our Wilmington Regional Office at 910-395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
CC: Kraig Westerbeek, Murphy -Brown, LLC
Patrick Fussell, WiRO -- DSWC
Jason Turner, Pender County Soil and Water Conservation District
Non -Discharge Compliance and Enforcement Unit
DWQ Central Files
Wilmington Files 71-22

O� W A T Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural.Resources
jCOW-7
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Jane Mitchell (Norland)
Fennert & Brewster Nursery
264 Marjoy Drive
Dunn, NC 28334
Subject: Certificate of Coverage No. AWS710022
Fennert & Brewster Nursery
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Jane Mitchell (Norland):
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 February 20, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Jane
Mitchell (Norland), 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
supersedes and terminates your previous COC Number AWS710022 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 Fennert & Brewster Nursery, located in Pender County, with an animal capacity
of no greater than an annual average of 5200 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 Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
N 0ENR
Non -Discharge Permitting Unit Internet http:l/h2o.enr.sta1e.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/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 namelownership 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 Wilmington 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 Michelle Barnett at [phone] ext. 544.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality Section
Pender County Health Department
Pender County Soil and Water Conservation District
Permit File AWS710022
NDPU Files

.r
Producer:
Location:
Telephone:
Type Cperation,:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
ANIMAL WASTE UTILIZATION PLAN
JANE MITCHELL
6450 POINT CASWELL RD.
ATKINSON NC 28421
910-283-5741
Existing Wean to Feeder Swi
5200.00 pigs
FEB 2 0 2I03
me _
Anaerobic Waste Treatment Lagoon
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 rec'.uce 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
testa 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
play_ in order to maximize she fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
I. 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 dif0 rent infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
",. 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.
6. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. wither of these conditions
may result in runoff to surface waters which is not allowed
under. DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Mind conditions should also be considered to avoid drift and
downwind odor problems.
�. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied 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. Acreage
requirements should be based on the waste analysis report from your
waste management facility. 1n some cases you may want to have plant
analysis :Wade, 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 r:wt 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, 03, tons, etc.)
5200 pigs x .40 tons waste/pigs/yeas: = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5200 pigs x .46 lbs PAN/pigs/year = 2496 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time bn d have appropriate equipment to apply the waste in a timely
manner.
The fallowing acreage will be needed for waste application based on
the crop to be grown, soil type and surface application_
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
F:ELD
SOIL TYPE & CLASS-
YIELD
I L2S
COMM NN
LES
DETERMINING PHASE
ICROP
CODE
I AW N
PER
ACRES
All 11
IPER AC
AC
USED
i
or
-------
APPLY
RESID.i
APPLIC
11
METH
N
I
TIME
3537
NOA
FC
—I—
3.0
150
9.0
1350
I
SEP-APR
AWW
3537 12-7GOA
BC
1I
5.5
1275
1
14.7
11292.5
i
APR-SEP
3537
23
SG
1
50
4.7 !235
I ISEP-APR
3537
3
NOA
FC 13.0 1150
4 460
JSEP-APR
END
7
TOTAL�2927.5
Indicates that thJs field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE The applicator is cautioned that P and K may be over applied
while meeting the N requirements. 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.
5 Jn
6
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TRACT
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
ip:greement with adjacent landowners must 4De attached.
1equired only if operator does nct ^wn aciequai e lard.
See required specification 2.)
FT_r:'JD
SOIL: TYPE L CLASS- � CROP JY1
DETERMINING PHASE ; CODE'
APPLYI
METH ,
END
LBS iCOMM NI ** J* LBS
AW N PER AACRES AW N
PEP, AC AC USED
or
RESID. APPLIC
N ( TIME
TOTAL 10
indicates that. this field is being overseeded ( i . e . interpla:ited) or
w_ ter annuals follow summer annuals.
Ir, i.nterplanted fields (i.e. small grain, etc, interseeded
it bermudagrass), forage must be removed through grazing,
h-iy and/or silage, where grazing, plants should be grazed
wh,r-n, 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 to reach, maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
be mudagrass. This 'Loss of stand will result in reduced
y:elds .,.nd less nitrogen being utilized. Rather than
cutting small grain for hay or silage gust before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may wart to consider harvesting hay or
silage two to three times during the season, depending on
t.ir�e small grain is planted in the fail.
Th,a ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
trL adcastinq. Berm,udagrass should be grazed or mowed to a
height of about two inches before drilling for best results,
Page. 4

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a gu::de for establishing application
rates anti amounts.
j Tract j
F iej.d
Soil Type
I Crop
3537 !
i
1 I
NCSA
I FC !
Application RatejApplic. Amount
.5
(in/hr) 'i (inches)
r�
3537 2 ! GOA BC I 5 * 5 ��1r
y.
3537 3 ! NOA I FC j .5
3537 -2 I SG I .5
* This is the maximum application amount allowed for the soil
a.;suming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
b{-z applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
c,Dnditions .
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be 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 Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.

ANIMAL WASTE UTILIZATION PLAN
*** T:is number must be less than or equal to 0 in order to fully
uii'ize the animal waste N produced.
Acres ..hewn in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the aches shown in the tables.
See at:ached map showing the fields to be used for the utilization K
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application cf sludge at agronomic rates. The sludge will be nutrient
rich ana will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approxinavely 395.2 pounds of plant available nitrogen per year in the
sludge.
if you remove the sludge every 5 years, you will have approximately 1976
pounds K PAIti' to utilize. Assuming you apply this PAN to hybrid
bermudayrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 6.58666666667 acres of land. If you apply the sludge to corn at
the rate: of 125 pounds of nitrogen per acre, you will need 15.808 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 application.
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application raze should not exceed the intake rate of the
soil at the time of irrigaticn such that runoff or pondina occurs. This
rates 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 tc ensure
that an irrigation system is installed to properly irrigate the acram
shown in 'Cables , and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
** Ac:-edge figures may exceed total acreage in fields due to
ov,�rseedina.
* lb:= r'W N (animal waste nitrogen) Equals total required nitrogen
le::s any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
BC i
II FC
I SG
. MN
UNITS I PER [SNIT
HYBRID BERMUDAGRASS-CONTROLLED GRAZED TONS 150
TALL FESCUE --CONTROLLED GRAZED TONS 50
SMALL GRAIN OVERSEEDED AC 50
TABLE I
'rA8LE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
14.1
2937.5
0
�14.1
0
2937.5
* BALANCE
-441.5
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.

ANIMAL WASTE UTILIZATION PLAN
:'all your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Pacm 2

WASTE UTILIZATION PLAIN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available lard.
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, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 cons
per acre per year. waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
Hanger of drift from the irrigation field.
G. when animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
sloes not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance..)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration 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
Lo control odor or flies.
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a 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.
Page: 6

WASTE UTILIZATION PLAN
REQU:REL SPECIFICATIONS
10. waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. waste nutrient loading rates -on these soils should be
held to a minimum and a suitable winter cover crop planted tc
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, 1993 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a conyorent of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river {other
than an irrigation ditch or canal. Animal waste other tKan
swine waste from facilities sited on or after October i, 1995),
shall not be applied closer than 25 feet to perennial wavers.
(.See Standard 393 - Filcer Strips!.
12. Animal waste shall not be applied closer than 100 fees to
wells.
13. Animal waste shall not be applied closer than 200 feel of
dwellings other than those owned by nhe landowner.
14. Waste shall be applied in a manner not to .reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland ;wovided
they have been approved as a land application site by .-;
"technical specialist". Animal waste shall net be appii-d or.
grassed waterways that discharges directly into water coivses,
and on other grassed waterways, waste shall be applied ac.
agronomic rates in a manner that causes no runoff or drift from
the site.
K. Domestic_ and .industrial waste from washdown facilities,,
showers, toilets, sinks, etc., shall not be discharged L to the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, terms,
pipe runs, etc.). Areas shall be fencea, as necessary, ..o
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.
---------------------------------------------------------------------

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended c.r
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
!9. Waste handling structures, piping, pumps, reel;, 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. Hcwever, if
animal waste is used on crops for direct human consumption it
should only be applied pzeplant with no further applicaiions of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the cop and
bottom elevations of the temporary storage (pumping voline) of
ail waste treatment lagoons. Pumping shall be manager? :o
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for wash:
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 - denermining
element. 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 for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three Q1,,
years. waste application records for all other waste shall be
maintained for rive 15) years.
23. Dead animals will be disposed of in a manner that meets Narth
Carolina regulations.
-----------------------------------------------------_-___Pag - - -,0-

a, 1."
ANIMAL WASTE UTILIZATION PLAN
1
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:FENNERT & BREWSTER NURSERIES
Owner/Manager Agreement
i (we) understand and will follow and implement the specifics -ions
and the operation and maintenance procedures established in tie
approved animal waste utilization plan for the farm named abc-re. 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 sub-mitted to the
North Carolina Division of Water Quality (NCDWQ} before the n-:w
a:iimals are stocked. I (we) also understand that there must k-;e no
discharge of animal waste from this system to suw£ace waters of the
state from a storm event less severe than the 25-year, 24-houz-
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation Di.s_rict
and will be available for review by NCDWQ upon request.
Name of Facility Owner: JANE MITCHELL
(Please print)
Signature: Date: �1 - %- 9
-Name of M ager(If different from owner):
Signature: Date: --
Name of Person Preparing Plan: (please print)L. Jason Turner
Affiliation.Pender Soil & Water Phone No. 910-259-4305
Address (Agency): PO Box 248
Burgaw NC 28425-0248
Signature: Date:
riw .ram.,
�i
Page: 12

o�0� wAr�R�G
r
(L.Mul
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
P Alan W. Klimek, P.E. Director
Division of Water Quality
April 16, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jane Mitchell (Norland)
264 Marjoy Drive
Dunn, NC 28334
SUBJECT: Notice of Violation
Request for Information
Inadequate Freeboard
Fennert & Brewster Nursery
#71-22
Pender County
Dear Sir or Madam:
. On April 10, 2003, a representative of your animal operation informed the Division of
Water Quality (DWQ) that there was inadequate freeboard in the lagoon(s) serving this facility.
This lack of adequate freeboard is in non-compliance with the Certificate of Coverage
issued to this facility on July 17, 2000. In addition to this Notice of Violation (NOV), this non-
compliance is subject to an appropriate enforcement action by DWQ. This action can consist of
one or more of the following: a civil or criminal enforcement action; an injunction; and/or a
requirement to apply for coverage under an individual permit. The action chosen will be based
on complete evaluation of all factors that resulted in the inadequate freeboard; the actions taken
to restore the needed freeboard; and the actions being proposed to prevent the problem from
reoccurring.
To assist us in our review, please provide the Wilmington Regional Office with an
evaluation of the reasons for the freeboard violation(s) and a strategy to prevent future freeboard
violation(s). This evaluation and strategy must include but is not limited to the following:
Current Freeboard level(s)
Freeboard level records in the lagoon(s) for the past 12 months up to the date of submittal
Spraying records for the past 12 months up to the date of submittal
05UNR
Customer Service: Mailing Address. Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #i52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity/AN#rmative Action Employer
50% recycled/ 10% post -consumer paper
http://h2o.enr.state.nc. us

Inadequate Freeboard
Page 2
Rainfall records for the past 12 months for this site up to the date of submittal (if
available)
Cropping system and PAN specified in the CAWMP. If the cropping system was not in
compliance with the facility's CAWMP, provide details of the cropping system in place
for the past 12 months.
A summary of actions taken to restore the needed freeboard in the lagoon(s) including but
not limited to removal of animals from the site, delay of restocking of animals, pumping
and hauling waste to another site (specify site), securing additional irrigation equipment,
and securing additional spray sites.
A description of water conservation measures in use at the facility and the date(s)
installed.
If the lagoon level(s) are still in violation of the facility's CAWMP and Permit, provide
an updated Plan of Action as to how the facility will return to compliance.
Provide a detailed description of the actions taken or proposed to be taken to insure that
there are no further freeboard violations at this facility.
This information must be received by the Wilmington Regional Office at the following
address no later than 10 days following receipt of this letter.
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Once this information is received and evaluated by the DWQ staff, a determination will
be made as to the appropriate compliance/enforcement actions to be taken. Each case will be
evaluated on its own merit. The efforts by the owner/producer to notify DWQ of the problem,
efforts made to resolve the problem once identified, and efforts proposed to prevent future
problems will be positive factors in this determination.
Nothing in this letter should be taken as removing from you either the responsibility or
liability for this non-compliance or future cases of non-compliance. If you have any questions
regarding this letter, please do not hesitate to contact our Wilmington Regional Office Staff at
[phone].
Sincerely,
ZW. Klimek, P. .
Director
cc: Wilmington Regional Office
Non -Discharge Compliance/Enforcement Unit
Central Files

State of,Nort,� Carolina
DepartnIent OfEnvironment RF-,C T • 0
and Natural Resources JUL 2 Z��U f
Division of Water Quality
James B. Hunt, Jr., Governor BY'NCDENR
Bill Holman, Secretary T
Kerr 1 . Stevens, Director NORTH CAROLINA DEPARTMENT OF
f ENVIRONMENT AND NATURAL RESOURCES
July 17, 2000
Jane Mitchell (Norland)
Fennert & Brewster Nursery
6450 Point Caswell Rd.
Atkinston NC 28421
Subject: Certificate of Coverage No. AWS710022
Fennert & Brewster Nursery
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Jane Norland:
In accordance with your application received on April 10, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Jane Mitchell (Norland), 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 Fennert & Brewster Nursery, located in Pender County, with
an animal capacity of no greater than 5200 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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS710022
Fennert & Brewster Nursery r
Page 2
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this CQC shall be final and binding.
The subject farm is located in the Wilmington 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 Don Friday at [phone] ext. 533.
Sincerely,
L
��Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
Wilmington Regional Office, Water Quality Section
Pender County Soil and Water Conservation District
Permit File
NDPU Files

,Q,
In
RECEIVED
State of North Carolina WATFonIIALITYSE(:T10N
Department of Environment and Natural Resources APR I U 2000
Division of Water Quality
Non -Discharge Permit Application Form Non-Mcharge perinitUng
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Fennert & Brewster Nurser__
1.2 Print Land Owner's name: Jane Mitchell (Norland)
1.3 Mailing address: 6450 Point Caswell Rd.
City, State:
Telephone Number (include area code):
1.4 County where facility is located: Pender
Zip: 28421
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): Take Hwy. 1 1/53_ wart out of_Burgaw. Turn left on SR
1128. Farm is on right 0.7 miles.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's I Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms _
1.8 Date Facility Originally Began Operation:
L9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _71(county number); 22 (facility number).
2.2 Operation Description: Swine operation -
Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? ryes; 0 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type _of_Cattle No. of Animals
• Wean to Feeder • Layer • Dairy
• Feeder to Finish • Non -Layer - Beef
• Farrow to Wean (# sow) • Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 71- 22

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 23.10 • Required Acreage (as listed in the AWMP): 14.10
2.4 Number of lagoons/ storage ponds (circle which is applicable): C;)t-
2.5 Are subsurface drains present within 100' of any of the application fields? YES or t
(please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or(please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N Standards, etc.) (Swine Only)
YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? , o
What was the date that this facility's land application areas were sited? 1 H �3
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each.
item.
Armli.carits Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 71- 22

Facility Number: 71 - 22
Facility Name: Fennert & Brewster Nursery
4.
I,
'S CERTIFICATION:
RECEIVED
WATFP n'rat lTY SF0T[4N
APR I U 2000
Non -Discharge Pormitfing
(Land Owner's name listed in question 1.2), attest that
this application for ' A -e.rr r)6r vOS �P_r (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returner] to me as incon:wletel
Signature
5. M
1,
Date .3 - Z_ ' V O
'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 71- 22

rl P RECEIVE[)
,Y' WAIP"ni14tqN
Animal Waste Management Plan Certification APR ! U 2000
General information:
Name of Farm: FENNERT & BREWSTER Facility No: 71 __ 22
Owner(s) Name: JANE MITCHELL Phone No: 910-283-5741
Mailing Address: 6450 POINT CASWELL RD ATKINSON, NC 28421
Farm Location: County Farm is located in: FENDER
Latitude and Longitude: 34 31 ' 27 / 78 08, 501, Integrator: MURPHY FARMS
Please attach a copy of a -county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): LOCATED APPROX. 1 MILE SOUTH OF NC HWY 53 W
ON POINT CASWELL RD
Operation Description:
Type of Swine No. of Animals
Wean to Feeder 5200
❑ Feeder to Finish
O Farrow to Wean
❑ Farrow to Feeder
• Farrow to Finish
❑ Gilts
❑ Boars
Type of Poultry
❑ Layer
❑ Pullets
No. of Animals
Other Type of livestock:,
Type of Cattle
❑ Dairy
❑ Beef
No. of Animals
Number of Animals:
Acreage Available for Application: . 23.1 Required Acreage: 14.1
Number of Lagoons / Storage Ponds: 2 Total Capacity: 248 896 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or QNQ (please circle one)
If YES:. are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
************************************************************************************
Owner / Manager Agreement _
I (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 the 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 application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that tun -off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfer. l
Name of Land Owner: a F
Si
Date:,. 1.0 ' 17- 97 _
Name of Mahager(if different from owner):
Signature: Date:

Technical Specialist Certification
L Asa technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal .. _ to
management plan that meets or exceeds standards and specifications of the Division of Environmental Manag. -nt
(DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/,. - �1
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F C.
.0005. The following elements are included in the plan as applicable. While each category designates a technical spec;.-.
who may sign each certification (SD, SI, WUP, RC, 1), the technical specialist should only certify parts for which the} e
technically competent.
II. Certification of Design
A) Collection Stora a Treatment System
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
❑ New, expandedgr retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not Iimited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): Jason Turner
Affiliation Pender Soil & Water Conservation Date Work Completed: fct E
Address (Agency):' 801 S Walker St. Burgaw, NC 28425 Phone No.:910- 59-4305
Signature:_ -- -_ -_ Date:
B) Land Application 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 nutrient Ioading rates.
Name of Technical Specialist (Please Print): Jason Turner
Affiliation Pender Soil. & Water _.Conservation Date Work Completed:.
Address (Agency): 801 S Walker St. Burgaw, NC 28425 Phone No.: 910-259-4305
�\ T,­__ I7D- I `?.q`7
C) Runoff Controls fry
Check the appropriate box
❑ Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lot, (RC)
Methods to minimize the run off of pollutants from Iounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:

D). Application and Handling Equipment
Check the appropriate box T
w (wvP 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 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, expanded, or existing facility without existing waste aP llicatio� n -equipment or sty yirrigation, (1)
Animal 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 Ioading 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).
Q New, expanded. or existing facility withQut gxisting waste application equipment for land spreading, nat us,ing
svrav irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected 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 Ioading 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 (PIease Print): Jason Turner
Affiliation P ender Soil & Water Date Work Completed:sas- / '=F9 2
Address (Agent ): 801 S Walker St. Burgaw, NC 213425 phone No.: 910-259-4305
Signature: Date: I a- /-7- t-7
E) Odor Control Insect Control,_Mortalj_q Management and Emergency Action Plan SD
SL WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
.Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Jason Turner
Affiliation Pender Soil. & Water Conservation Date Work Completed:
Address (Agency): 8U1 south walker St. 13urgaw, NC 28`lone No.: 910-259-4305
Signature:, Dater �--17 I �7
F) Written Notice of New or ExpandiLia Swine Farm
The following signature block Is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was It constructed or last
expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date'

III. Certification of Installation
A) Collection, _Storaze, Treatment Installation
New _expanded prretrgftttted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have t
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofcts, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed: _
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
0 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
vegetation. as specified in the plan by (month/day/year); the proposed cover crop is
appropriate'- for compliance with the wasteutilization plan.
a 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 committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Jason Turner
Affiliation Pender soil & Wager Date Work Completed: /j2 3-i-7
Address (Agency): 801 S Walker Street _Burgaw, NC 28425Phone No.: 910-259-4305
Signature:
This followinesignature block is only to be used when the box for conditional approval'in M. B
above has been checked.
I (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 violation of the waste management plan and will subject the (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):_
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.
Far facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Agnlication and Handling Eguipment Installation (WUP or I)
Check thUppropriare block
Animal waste application and handling equipment specified in the plan is on site and ready for use;
// cahbratiou and adjustment materials have been provided to the owners and are contained as part of the plan.
YAnimal 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 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 part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by —(mouth/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 (Please Print): Jason Turner
der Soil & Water Conservation
Affiliation PenDate-4�Y�rk Completed: _ i qq3
Address (Agency ; 801 S Walker er urga Phone No :910-259-4305
Signature: _ Date: -1��
The following signature block is only to be used when the box for conditional approval in III D
above has been 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 that failure to submit this verification is a violation of the waste management plan and wilt subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management (SD, SI, WUP„RC or_I)
Methods to control odors and insects as specified in the PIan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Jason Turner
Pender Soil & Water Conservation
Affiliation Date Work Completed:l�,�_�'
Address (Agency): t30i S Walker St Buryaw, 28425 Phone No.: 910-259-4305
Signature:_ - _ ._�. Date: `�-

r
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Non -Discharge Branch, Compliance Unit
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.

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I

ANIMAL WASTE UTILIZATION PLALi
Producer: JANE MITCHELL
Location: 6450 PT CASWELL RD
ATKINSON NC 28421
Telephone: [phone]
Type Operation: Existing Wean to Feeder Swine
Number of Animals: 5200.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
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

ANIMAL WASTE UTILIZATION PLAN
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. Acreage
requirements should be based on the waste analysis report from your
waste management 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.)
5200 pigs x .40 tons waste/pigs/year = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5200 pigs x .48 lbs PAN/pigs/year = 2496 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS--
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
- --
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
3537
1
NOA
FC
3.0
150
9.0
1350
I
SEP-APR
3527 2 GOA BC 5.5 1275
I I
1 14.16 11144
APR-SEP
3537 1-2 1 SG 1 �50
I
1 14.16 1208
SEP-APR
3537 3 JNOA FC 3.0 1150
I
1 1.34 151
SEP-APR
END
I
TOTAL12753
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. 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.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
or-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e.-•small grain, etc, interseeded
in bermudagrass), 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 to reach maturity, especially late in the season (i.e.
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.
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. Sermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
FC
TALL FESCUE -CONTROLLED GRAZED
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
TABLE 1
TABLE 2
TOTAL
**
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
13.5
2753
0
0
13.5
2753
* BALANCE
-257
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 395.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 1976
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 6.58666666667 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 15.808 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25o depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
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 Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
I !
I Field I
I
Soil Type
3527
I I
12 I
GOA
3537
I I
I 1 I
NOA
I
3537
I
13 I
I
NOA I
I
3537 I
I
#
--2
I
Application RatelApplic. Amount
Crop I (in/hr) I (inches)
BC
I .5
-I-
PC
.5
PC 1 .5
SG 1 .5
I *.5
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be 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 Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
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 rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid 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 or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a 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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take.up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1.995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1.8. 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.
1.9. 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 preplant with no further applications of
animal waste during the crop season.
21.. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 64 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
element. 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 for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry -dry
waste application records shall be maintained for three (3)
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.
Page: 11

--)NIMAL WASTE UTILIZATION PI"1T
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:FENNERT & BREWSTER NURSERIES
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 utilization plan for the farm named above. 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 the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: JANE MITCHELL
(Please print)
Signature: Date: / O_- z- / 7
Name of Ma ger(If different from owner):
Signature:
Name of Person Preparing Plan:
Affiliation:Pender Soil & Water
Date:
(Please print) L. Jason Turner
Phone No. 910-259-4305
Address (Agency): PO Box 248
Burgaw NC 28425-0248
Signature: -- Date: /6-7-77
Page: 12

To: Toni King/MURPHY_FAMILY_FARMS@MFF
cc:
Subject:
Jane Norland sent you a letter from DWQ requesting pages 5,6,7 of the Waste Utilization Plan and a
physical map of Fennert & Brewster. I called Pender Soil and Water to send us a readable copy of
the pages requested. Our pages are not readable. So if we get a letter from Pender Soil and Water
next week to my attention that will be for this farm.
Jane Norland will probaily be in labor or at home with a new baby she will not be working.

03/23/20$0 15:06 9102591505 FENDER S©IL. AND WATE PAGE 01
er:
tians
Tel
Type Operi i n:
Number of Ani�.mals:
(Design capaci ty)��
ANIMAL WASTE UTILIZATION PLAN'
JANE MITCHELL
6450 PT C"WELL RL
ATKINSON NG 28421
910--283-5741
RECEIVED
WATFa,nl'Al- ITY SECT70N
i
APR I U 2000
Non-Diacharno Permitting
Exi.eting Wean to Feeder Swims
i
5200.00 pigs
f
(STORAGE STRUCTUREi Anaerobic Waste Treatment Lagoon
APPLICATION METROD : 1�\ • irrigation
The waste from your animal facility mua�t'he land applied ai a
specified rate to prevent pojlution ,Cif%surface water and/or
groundwater. The plant nutrients in'/'the animal waste should be used
to reduce the. amount of commarciaZ/fertilizer required for'the crops
in the fields where the waste is to by 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 a3Z 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 appfied in an environmental 11\lsafe manner:
1. Always apply waste based on the needs ef�the crop to be
grown and'the nutrient content of the waste,'. Dornot apply
more nitrogen than the crap can utilize.
2. Soil types are important as they have different,infiltratfon
rates,%leaching potentiale, cation exchange capacities, and
available water holding capacities. \\
3. Normall.y waste shall be applied to land eroding at iess� than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but;leas"'than
1Q cons per acre per year providing that adequate filter -
strips are established.
4, Do not apply waste on saturated soils, when it ij§ 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

03/ 23/20�0 15: 06 9102591505 PENDER SOIL. AND WATE PAGE 02
ANIMAL WASTE UTILIZATION PLAN
S. 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 b-reaking 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. Acxeage
requirements should be based on the waste analysia report from your
waste management 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, it carried out, meets the requirements
for compliance with 15A NCAO 2H .021? adopted by the Environmental.
Management Commission.
AMOUNT OF MSTE PRODUCED PER YEAR (gallons, ft3, tone,; etc_)
5200 pigs x .40 tons waste/pigs/year = 2080 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER'.YEAR
5200 pigs x .48 lbs PAN/pigs/year - 2496 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to -apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, sail type and surface application.
Pagan 2

03/23/2060 15:06 9102591505
PENDER SOIL AND WA7E
PAGE 03
-KNIMAL WASTE UTILIZATION PLXR
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
$OIL TYPE & CLASS-
CROP
YIELD
LBS
COMM.N
**
* �g
DETERMINING PHASE
CODE
AW N
PER;
ACRES
AW N
PER AC
AC
USED
APPLY
RESID.
APPLIC
METH
FC
N
TIME
3537
1
NOA
3.0
150
9.0
1350
I
SEP-APR
2
537 1 -
-
6-M
I
4.16 1144
APR-5EP
SG I 150 1 14.
I
SEP-APR
3537 3 NOA PC 3.0 1.150 1 .34 151
I 5EP-APR
END
S
TOTAL f 2 753
M - Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in -'some parts of North Carolina to have .a
nutrient management plan that addresses all nutrients Th:Ls
plan only addresses nitrogen. -
Page: 3

03/23/2000 15:06 9102591505 PENDER SOIL 4ND WATE PAGE 04
ANIMAL WASTE UTILIZATION PLAN
TABLE 2s ACRES WITH NOTARIZED AGREEMENT Olt LONG TEM:LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LB5
COMM�N
**
* LES
DETERMINING PHASE
CODE
AW N
PER'
ACRESI
AW N
PER, AC
AC
USED
-_-
or
--------
APPiY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interpl,anted fields (i.e. small grain, etc, interseeded
in bermudagrass), 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. 2n fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain, to reach maturity, especially Tate in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This lose 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 pn
time small grain is planted in the ' falr.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Sermudagrass should be grazed, or monied to a
height of about two inches before drilling for beat results.
Page: 4

03/23f20ae 15:06 9102591505
PENDER SOIL AND WATE
PAcM 05
ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total, acreage in fields dua.to
overseeding.
* The AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crap coder, iAsed in tables l and 2 above:
CROP CODE
CROP
VNI S
PER UNIT
BC
HYBRID BERMUDAGRASS-CONTROLLED GRAZED
TONS
50
FC
TALL FESCUE -CONTROLLED GRAZED
TONS
50
SG
SMALL BRAIN OVERSEEDED
AC
50
TOTALS FROM TABLES 1 AND 2
ACRES
TABLE 1
TABLE 2 0
TOTAL 13.5
*** BALANCE
LBS AW N USED
2753 i
0 i
2753
yy -257
-------------------
**+ This number must be less than, or equal to 0 in order to
fully utilize the'animal waste N produced.

�� � � ��� J_..JJ- - _ .���; �.i�*v. � .- J�.:�`i_,�. � � � �tif.��G�L'G ice. � a':�•h��. �L'L�-d.�1�I�:.G!:..G

03/23l2t300 15'06 9102591505 FENDER E31L AND WATE PAGE 08
`AN3MAL WASTE UTILIZATION PLM4
i

report for assistance' izi determining thy: amount of waete per acre and
the proper application rate prior to applying the wastes.
UARRATIVE OF OPERATION
page: 8

03/23f26q0 15:6b 9102531505 FENDER SOIL 9N11 WAiE PAGE 09
NIMAL WASTE UTILz7.ATYON Pr T
WASTE TION PLAN AGREEMENT
Name of Fars►: FENNERT & BREWSTER h7JRSERIES
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 utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or constructicn of new
facilities will require a new certification to be submitted to the
North Carolina Division of rater Qualit;r (NCDWQ) before the new
animals are stocked. I (we) also understand that there crust he no
discharge of arximal waste from this system to auxface waters of the
state from a storm event less severe than the 25,year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Sail and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owners JANE MITCHELL
(Pleas* print)
Signature: Date:
Name of Ma ger (If different from owner) :_
signature!
/ 0 -- Z_ 9%
Date:
Name of Person Preparing plan: (please print) L. Jason Turner
Affiliation:Pender Soil be Water Phone,No. 910--259-4305
Address (Agency): PO Box 248
Burgaw NC 29425- 0248
signature: w;r Date: 4
Paget 12

RECEIVED
WA?PR n1 lA+_i ; Y sFCTl0N
'APR A U 2000
Not -Discharge Permitting
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, 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.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring,
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter 1 early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer 1 early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied should
be based on a soils test, but in the event that it is not practical to obtain a soils test
each year, the lagoon embankment and surrounding areas should be fertilized with
800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4, overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7,0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
4

• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon,
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
5

Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil -test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the darn
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE. If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) (910,)_395 -„3900
EMERGENCY MANAGEMENT SERVICES (EMS) (910) 296 - 2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910 296 - 2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9( 10) 296 - 2120
COOPERATIVE EXTENSION SERVICE (CES) (910) 296 - 2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow 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 cause 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 siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c)
Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. ' Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of movement of the spill, weather
and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice 1 technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Family Farms
b. Contractors Address: P.O. Box 759, Rose Hill, NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
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 6-8 Inches over more than
30% of surface.
.Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage O Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in Filter strips around feed storage as needed.
Animal Holding Accumulation of animal O Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals Is minimal.
() Maintain fence rows and Filter strips around animal
MIC — November 11, 1996
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
10

Dry Manure Handling Accumulations of animal () Remove spillage an a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days 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 filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(v)Good judgment and common sense
Animal body
Dirty manure
( )Dry floors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(V)Slotted floors;
floors
(v)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(v)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(✓)Efficient air movement
Indoor surfaces
Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled
( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
{ )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(✓)Proper lagoon liquid capacity
Biological mixing
(✓)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler
High pressure agitation
(,')Irrigate on dry days with little or no wind
nozzles
Wind draft
(*')Minimum recommended operation pressure
(V)Pump Intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule I BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment: EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Caiibration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner 1 integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
( f ) Rendering at a rendering plant licensed 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 value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
14

�
/
^ ' \ RECEIVED
^ ' WATFAOUAUlY
w�� � /
'8rn 1 ^ ~ U y
., ,
'
Non -Discharge Pertnitfing
(other
. ��EXDY STATE LI�E �ETSHT
0 sows (f�rrow to finish) x 141T C. |bs
0 sows (farrow to feeder} x 522 |hy. = 0 |bs
0 head (f/nis�ir3 on|�)
0 sows (far'ow to wuan) x 433 �bs. = 0 ybs
2600 head (wean �'� foeder) x 30 | bs, = 78000 /bs
' TOTAL S7EA1)Y STATE LIVE WEI8H1- (SSLW) = 78000 |ho
. �INIMUM VOLUNE OF LAGOON
Vn|ume = 78000 |bs. 83LW x Treatment Vo|ume(CF)/|b. SSLW
TreatmenVo|ume(CF)/|b. GSLJAI = 1 CF/|t. SSLW
Vo|ume = 78000 cubic feet
. STORAGE VOLUME-. FOR c3LUDGE ACCUM�LATION
Vo|ume = 0.0 cubic feet
,
. TOTAL DESIGN VOLUME
Inside top /en8th 175.0 feet ; Inside top widtb 120.0 feet
Top of dikm at e|evation 50.5 feet
Freeboard 1.0 feet ; S)de s|opes �.5 : 1 (Inuide |a3oon)
Tota| 1.-1esi8n |aSoon |iquid ieve| at e|evation 49.5 feet
Bottmm of |a3000 e/evation 40.5 feet
Smasona| bijb water tab|e e|evatiun 45.0 feet
Tota| dmsi8n vo|ume us>n8 prismou|a
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LEN8TH WIDTH DEPTH
2.5 2.5 2.5 2.5 170.D 115.0 9.0
��EA OF TOp
LENGTH * WIDTH =
170.0 115.0 19550.0 (ABEA
AREA OF 8OTTOM
LEN8TN * WIDTH =
125.0 70.0 8750.� (ARE4 OF BOTTOM)
MIDSECTION
4
~ 147.5 92.5 545T5.0 (AREA �F MIDS��TION * 4)
ARE� TOP + (4*AREA
[MI�SECTICN) + ��E� B0rTOM� * DEp��/'�
19550.D 54575.0 8T50.0 l 5
V0LUME O� LA�O�N �T TATAL

�
.�,
. ~ �
/
_
VC, Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 1Z inches pa- toot * DA
Volume = 13125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A, 19048 cubic feet
5B. 0 cabic feat
5C. 12250 cubic Feet
5D. 13125 cubic Peet
TOTAL 44423 cubic Feet -
SUMMARY
Total required volume 122423 cubic feet
Total desisn volume avail. 124313 cubic feet
Min. req. treatment volume plus sludge accumulation 78000 cubic feet
At elev. 0.0 feet ; Volume is -108338 cubic feet (end pumping)
Total desi8n volume less 25yr-24hr storm is 111188 cubic fset
At elev. 0.0 feet ; Volume is -108338 cubic f2et (start pumping)
Seasonal high water table elevation (}.0 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
MOTE: SEE ATTACHED WASTE UTILIZATION PLAN

La�oon (tu� o� di�p)
Length * Wid�h=
175.O 12�.� 2�000.� square �eet
'
Bui!di f an |ot wat,r)
Leo��� * WidI-h =
0.0 0.0 0.0 squ�re feet
T�7AL DA 21000,0 square feet
Desion temporary storaSe pe�-iod to be 180 days.
Vo!ume o9 waste pruducer.i
Approximate daily production of manure in CF/LB SSLW 0.00136
Vo|ume = 78000 Lbs, SSLW * CF of Waste /Lb./Day ay,,-'
Vo|ume = 19048 cubic feet
Vo|umm of wash water
Th|s is the amount of frmsh water used for washino f7omrs or vm|Lorne
of fresh water used fmr a f|ush system. F(ush systems that recircu!a s
the 7a3oon water are accounted for /n 5A.
Vo|ume = 0-0 3�|}ons/day * �80 days stnra8e/7.48 3a/!oos
per C�
Vo/ume = 0.0 cubic feet
Vo|ume of rainfa|| in excess oP evaporat\on
Use per|od of time when ra)nfa|| exceeds evaporation by Iar3est amou:t,
180 days excess rainfa}| = 7.0 inches
Vo|ume = 7.0 /n * DA / 1Z inches per foot '
Vo|ume = 12250.0 cub |c feet

' -
�
� soys (�arr:w t^/ ����h)
0 sow� /�arro� to fee�er)
nishinS
0 sows (fa_row to w�*n) x 4�3 |bs. = 0 |bs
263� he�d (wean t,o feeder) x 30 |bs. = 78000 |b�
TOTAL c,--TArE LIVE WE11,7;HT (SSL)V>
' MI�7MUM REO|J���� -�����E�T Y�LUME OF L�GOON
Vo|0 �bs, BSLW x Treatmer,t Yo/urn e(CF)/|�. S3LN
Treat "I"oYUrn e(C�:-)/|b.
Vo!ume = 78000 cubic �eet
. STIRA8E N8LUME FOR SLUDGE ACCUMULATION
Vo|Urn e = 0.0 cubic feet
. TOTAL DESIGN VOLUME
Inside top length 205,0 feet���~ m�nside top width 100.0 feet
Top of 6ike ai. e|evation t
Freeboard 1.0 feet ; Side s|opies 2.5 : 1 (Inside Ia8oun>
Tota} dLzs|8n |agoon quid |eve| at e|evation 50.0 fpet
8o�tom nf |a3oon e!evation f eet
Seasona| high water tab |e e|eva������� 4�.0 feet
�� �
Totados i3n vo|urn e usin8 prismoida| formu|a
SS/END 1 SS/END2 SB/SIDE1 SS/SIDE2 LENGTH WI0rH DEPTH
2.5 2.5 2.5 2.5 2O0.0 951.0 1O.0
AP'EAOFTOP
LENGTH * WIDTH =
200.0 ,0
AREA OF
2OTTOM
LENGTH
* W I D 7 H =
1!7,0.0
45.0
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4
1T5.0
70.0
19000.0 (ARE:.'A OF TOP)
6T�0.0 (AREA OF BOTTOM)
49000.0 (AREA OF MIDSECTION * 4)
CU. FT. = CAREA TOP + (4*AFEA MIDSECTION) + AREA BOTTOMJ
19000.0 490O0-O 6750.0
VO1-1-IME OF L46OOM A7 TO_AL lYES.;r-,-.-.'!j\� LIQU�� LEVEL =
l.7
1714�23

u
0
Dr I|AGE
La3oon (top of di\e}
Lmn�th * Wd�� =
205.0 �0�.0 20500,0 s�uare �eat
squ�r� f�st
T�T�L DA
20500.O square f�a�
�emporar
ora8e per:4ays.
wastz prnduce'C'
Approximatm daily
ProducticM. anore in CF/L� �SL� 0.00!36
Vo|ume = 78000
Lbs. SSLN * CF of Waste/Lb./D�y * �80
days
Vo|ume = 19()48
cubic feet
D. Vo/urn e of wash water
This is the amount
of fresh water used for washing f!oors or vo}ume
of frmsh water use'j
Por a f!ush system. F|ush systema that recircu!ato
the |a800n �j Ziter are
caccounted for io 5A.
Vo|ume = O.0
3a| |ons/day * 180 days stc/a3e/7.48
Sa|/o��
per C�
Vo|ume = 0.0
cubic faet
C. Vo|ume of rainfan |� i
excess of evaporation
Use per|od of t�me
uhen rainfa|| exc�eds evaporation by |ar3es�
�mo�rt.
^
180 days excess
rainfa|| = 7.D |nches
Vo|ur'le = 7
n * D A / 12 /nchea per foot
Vo|ume = 11958.3
cubic feet

�
`
y
7 j1%�`.�s
1211 c�b)c fyet
TUTA! UI�ED TE"�IPORARY STORAGE
5A. 19048 cubic e e L
feet
5�. 12O13 cc�ic fee�
cub/c �e�t
�. M1� F,Y
�ota| required vo/ume 1819 cubc et
'Totdesi3o vo|urrle avacube e t
N|n. 'eq. treatment vo!urns p1us s|udSe accumu|ation 7O000 cub�c
At e|ev. 0.0 feet Vo|ume is -23333 cubic ft (en6 pumPj:�>
Tota| desi3n vu|ume |ess 25yr-24hr stmrm iss 111771 cubic feet
At e|ev. 0.0 feet ; Va|ume is -23333 cuie e t (s.tart pump
Seasonal high water table elevation 0.0 ft�et
. DESIGNED BY: CWB
DATE: DATE:
NOTE: SEE ATTACHED WASTE UT"LIZATION PLAN

m,
�,J���,,,JJJ 4
C< 9, $
.5716
a

RECEIVED
U. S. Department of Agriculture WATPP01A+ITY,SPC-FfpN September 198Q
Soil Conservation Service
"4PR. ? U 2000 File Code: 210
HAZARD CLASSIFICATION DA,&rl FOR DAMS
I , rge Permimng
Landowner `
t. n Ar e ��'• , r'r P �( ... County �
Community or Group No. 4L-j Conservation Plan No.
Estimated Depth of Water to Top of Dam •,�" Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. s evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Imprvements : Above :Floodwater Above
: Flood Plain: Flood Pl.ain
Ft. Ft.. Ft. Ft.
:
2 .
3 .
Describe potential for loss of life and Oamage to existing or probable future downstream
improvements from a sudden breach %,�`nn.i �• /—/"[S� �� �..��/ ��,��, ,
1 ".J1 _ f .� 1 /j i.7 /itJ �l_! .�/V /! � S? �I-1 S� ! ! / �9�+.. ��% .1 {i T+. • � , 7Cr (Y
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, (91.
IV, V)
By (` 0 1—
e
cr .
Concurred By
name title
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as needed.
Date
Date

SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev.' 5.70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
•
CROPLANDWATERSHED AREA MEASUREMENTS
—O�EACRES PASTURE —ACRES
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MAJ)E (A;)prol.*&el---&'t)
Locate reemace paint in center line of dam and "ondIV on sketch.
001■■■r■E■■■■■■■
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■■
■
ON
■■■
No
■■■MINE■■■
■■■■■■■■■■■■■■MISS■■■MI■■MI■■
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MEN
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■■■■■
■■■■■■■■NON■
MONSOON
■MINE■
■■■■■■■■■■■■
■■■■■■■■■■MIS■
.
BORING
No* and 11st dawn-jOls, and sioillwav borings first - the"pondes area imd bormw pit barings - sawrato with ug 1 red line.
_
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: I®I�I�
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(Joint inset, sheof F81
Ra
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tt
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NOA
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Nox
NoA
MU NuB
N
0 000 Feat
3 Kitorrmters
SHEET NUMBER 5
PENDER COUNTY, NORTH CAROI-INA
SHEET NO. 5 OF IS

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.X. -XI X. Al AL _'N. x. X.. _X.
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X. N.. * N. *40'
x4****** N. 4A.
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R

o
CRO58-SECTIOK D�TA
Q&ANTITY CALCULoTIONS
prepared for
j
�eoder County, Nor-ILh Caro�ina
Designer : cws Checker
Date : 01/01/80 Date
Job Number 002
******************************************************************************
d fi||
�EM! ATE DATA:
8eSinnin3 E|evation = 50.8
T:e8innin8 Station = D+0O
O+00 to 1+60 0:1/2.515c15\2.5
1+60 to 3+20 d/2.5|5c|\2.5
3+20 to 4+85 d/2.5|5c|5\2.5
4+85 to 6+50 d/2.5/6c|5\2.5
��TTON NUMDER 1
Centmr/ine Station 0+00
I5INAL DATA:
100.0 / 49.2
�CTION NUMBER 2
Cenher|ine Station 1+60
DATA:
47.9 200.0 / 47.9
��TTON NUM�ER 8
Center|ine Station 3+20
��IGINAL DATA:
0.0 / 48.6 100.O / 46.8
NUMBER 4
�z�ter|ine Station 4+8�
-pT�INAL DATA:
0.0O0{0 ft/ft
0.0000O ft/ft
0.00000 ft/ft
0.00000 ft/ft

, . .
ms/�
PLANNED
I.NUANTITY {,:ALCULATIONS
p�epared for
.� mm x� 11--a ee 1 k
rl
zarea3 County, North Caro(ina
Designer
: cws
Checker
Date
: 01/01/80
Date
Joh
Number 001
| exec
|
** EXCAVATION
** |
**
FILL **
Left
Right
Off-CL |
CL
Dist |
Area
Vo|umm ;
Area
Vo|ume
idth
SS
SS
(ft> (
|
Sta
(ft) |
(SqFt>
(Cu.Yds) |
|
(SqFt)
(Cu.Yds)
45
2.5:1
2.5:1
100.0
|
|
84
45
2.5:1
2.5:1
100.0 |
2+00
|
578.6
|
88 |
713680.9 |
0.0
2S7+.7
|
524.7
\
0.0
����
/ Ckl�m~4 %�- �� x_
� ' ^ '~
(
T
T--�6
/W^ //
,

m
US Vnpu/tw�: oF Al'jcu|ILre
s/;|
CROSS-SECTION CAT4
QUANTITY CALCULATIOH5
prepared for
j mm N 47 «,: fhi ee U 8
in
zarea3 County, North Carolina
Designer : cws Checker _______________
Date : 01/01/80 Date
Job Number 001
******************************************************************************
| exec
TEMPLATE DATA:
Beginning Elevation = 39.8
Beginning Station = 1+16
I+16 to 2+00
2+00 to 287+.7
TCTION NUMBER 1
Centor|ine Station 1+16
CRI8INAL DATA:
c\2.5122.5c|22.5/2.5 0.00000 ft/ft
c\2.5122.5c|22.5/2.5 0.00000 ft/ft
0.0 / 48.0 100.0 / 49.2 200.0 / 49.6
VCTTON NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
{{.0 / 46.8 100.0 / 48.6 200.0 / 49.2
:CTION NUMBER 3
Centerline Station 287+.7
ORIGINAL DATA:
0.0 / 46.4 100.0 / 47.9 200.0 / 48.9

�
�S �eoa'tnp�t �� ���cu!ture
,�a'vati'�n Sprv�ce
PLANNED
QUANTITY CAI CULATI0NS
prepared fm�
j
pender County, North Caro|ina
1)esi8ner
: cws
Checker
Date
: 01/01/80
Date
Job
Number 0D3
******************************************************************************
p fi||
|
** EXCAVATION
** |
**
FILL **
T�p
Left
Right
Off-CL |
Cl-
D/st |
Area
Vo|ume |
Area
Vo|ume
idth
SS
S8
ft) |
|
Sta
(ft) |
(SqFt)
(Cu.Yds) |
|
(SqFt)
(Cu.Yds)
�70
3:1
3:1
200.0 ( 162+.5
|
|
0.0
|
157.1
|
13 |
0.0
80
3:1
3:1
200.0 |
1+T5
|
0.0
|
144.8
|
25 |
0.0
215.0
80
3:1
3:1
200.0 �
2+00
|
0.0
1
168.7
|
100 /
0.0 |
1104.8
0.0
0.0
|
27 |
0.0 |
1953,1
80
3:1
3:1
200.0 |
3+62
|
0.0
|
405.4

us E~; a'4"ao4 01 A Qiour
m
on!' Cn:,i-it ; a^v|co
C2252-OECTIOH DATA
QUANTI7Y CALCULATICy�
prepared for
pander County, North Carolina.
Designer : cws Checker _______________
Date : 01/01/80 Date
Job Number 003
******************************************************************************
p fill
TEMPLATE DATA:
Beginning Elevation = 50.8
Beginning Station = 162+.5
162+.5 to 1+75 6/3|40c|40\3
1+75 to 2+00 d/3|40c140\3
2+00 to 3+00 d/3140040\3
3+00 to 3+35 d/3140040\3
3+35 to 3+62 6/3140c140\3
KTION NUMBER 1
Centerline Station 162+.5
CRIGINAL DAT0.
100.0 / 49.5 200.0 / 49.0 300.0 / 48.2
KTION NUMBER 2
Centerline Station 1+75
2RIGTNAL DATA:
100.0 / 49.5 200.0 / 49.1 300.0 / 48,7
KTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
190.0 / 49.6 200.0 / 49.2 300.0 / 48.9
TTION NUMBER 4
Centerline Station 3+00
WTG%NAL DATA:
L30'; / 49.1 200.0 / 49.3 300,0 / 48.9
0.00000 ft/ft
0.01500 ft/ft
0.01500 ft/ft
0.01500 ft/ft
0.00000 ft/ft

paSe 2
VT70U NUMBER 5
OnoterKne Station 3+35
GR70INAL'DATA:
100.0 / 49.4 200.0 / 49.0 300.0 / 48.8
71rICN NUMBER 6
Centerline Station 3+62
ORTGTNAL DATA:
100.0 / 49.7 200.0 / 48,7 300.0 / 48.8

i
�
/ ~
`
. .
- -
Lar� app|cat�on of waste wates recoSnizmd as an acceptab|e
method of disposa|. Methods of app|ication inc!ude so|id s�t,
cent*r pivot, uns, and trave|in3 3un irioo. Care shou|d be
taen app|yiwaste to preveot runoff from the fie|d or dama3e
The fo|/owin3 |tems are to be carried out:
1. It is stron3|y recommended that the treatment |a800n be pre-
char3ed to 1/2 its capacity to prevent excessive odors durin8
start - up. Pre-charSinS reduces tha concentrat/on of the initia|
waste enterin3 the |a3oon thereby reducin3 odors. So|ids mhmu|d be
covered with eff|uent at a|| times.
2. The attached waste Lit i}izat|on p|an sha)| be fo||owed. This
p|an recommends samp|ing �nd tes�inS of waste (mee Attachment B
' ~ | ~'' d ~rti )
befo |i
ry
3. B i -of the |agoon h id |eve| reacheo e|eva-
tion&l9~��-J����r�� marked by perman arkers. 8top pump -out when
the fIuid |eve| reachas e|evat|on ^�- 0.D ur before f|uid depth is
less than 6 feet deep (this prevents the |oss of favorab|e
1.-.17,1.1.te1,..1m) .
4. The racoram eT-�de6 maximum amount to app|y per irrigation is
one (1) inch and the recommended maximum app|icat/on rate is 0.4
inch per hour.
�. Keep ve3etatian on the embankment and areas adjacent tn the
|a3oon ms-';wed annua| I . Ve8etation shou|d bm ferti}ized as needed
�o maintain a vigorous stand.
Reperoded areas or areas dama8wd by rodents and
esta�|ish in ve3etation.
�. AA surface runoff \a to be d|verted from the |a800n to stable
out|ets
8, The C|ean Water Act oP 1977 prohibits the dischar8e of
po||utants in±o waters of the United States. The Department of
EnvironI.fl 0nt, Hea|th, and Natura) Resc;urces, T)ivision OF Env�ron-
.71ent1 Mana8ement, has the resper� ibi 1ity for eoforcin8 this 1aw.

N
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BESTSUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
240 LBS. 'F'ENSACOLA' 8AHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32 LDS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRJL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ________________________________________________
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC LINE (2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA8RASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL B4H1A8RASS IS ESTABLISHED.

A�E� TO 3E S�E�ED:
�
m
SEE�T�C R�~C���1DA�TO�S �--
. ���
-----------------------
�L0 ACRES
UC3E THESEED M�XTURE INDICATED:
/
0 LBS. FESCUE GRASS 60 LBS./A�RE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONG)
5EEDIN6 DATE8: SEPTEMBER 15 TO NOVEMB�R 30
0 L8S. 'PENSACOLA' BAHIA 8RAS� @ 60 L�S./ACRE
(SEE FOOTNOTE NO. 1)
SE�DIN� DATES: MARCH 15 TO JUNE 30
����
LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST CONDITIONG)
SEEDING DATES,, APRIL 1 TO JULY 31
0 LBS. RYE 8RAI1\1 @ 30 LBS./ACRE (NURSERY FOR FESCUE}
LBS. RYE 8RASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDIN8 DATES: 1 TO MARCH 30
APPLY THE FOLLOWING:
-2��� LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
,I.,
TOMS OF DOLOMITIC LIME (2 TONS/ACRE)
°�.
'
BALES OF SMALL 8RAIN STRAW (100 BALES/ACRE>
AL[ "N"(ATNS skii-JUL0 E,17 T@`3T��[5--',D PFTi7iR TO PE
A L,f IMMEDIATELY AFTER EARTH MOVIMG IS COMPLETE�.
APPLY LIM2 A�D FERTILIZER THEN DI�K TO PREP�RE A 3 TO 4 IHCH
SMOOTH SEE��ED. A�P�Y SEED AND FIRM SEEDBED WITH A CULTI�ACKER
OR SIMILAR EQUIP�ENT. �PPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTIN8
1. PENSACOLA 8AHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMME�DED THAT 8 '
L8S./ACRE OF COMMON 8ERMUDA BE INCLU�ED TO PROVIDE COVER
UNTIL BAHIA6RASS IS ESTA8LISHED.

r
V WHOM IT MAY CONCERN.
hpr aby ack n w 14dge that the SCS personnel have explained to rile
the procedure for c+;+mpSit I n$ storage needed in my swine operation. Also,
[ understand stand that the d i sposa I lagoon will have t ,pumped periodically
and thismaterial will •I be applied on the land in a manner that will not
cause any run f f. -1 further- understand that approximately
' acres of I and w i I I be needed to
�___——_______—
effer.tive.ly dispose of ithie waste from the propo5ed swine operation..
i
Landowner Date
GCS 'se'�T n i c i arri Date

Animal
Floor su
Manure
Ind
Source
Swine Farm Waste Management Odor Control Checklist
_ Cause
• Swine production
surfaces
+ Dirty manure -covered animals
t
+ Wet manure -covered floors
Won pits
+ Urine;
• Partial microbial decomposition
chaust fans
• Volatile gases;
Dust
BMPs to Minimize Odor
alive or wooded buffers;
emended best management practices;
judgment and common sense
floors
lotted floors;
aterers located over slotted floors;
ceders at high end of solid floors;
Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape;
ventilation
maintenance;
cient air movement
• Dust ,, aslidown between groups of animals;
Feed additives;
Q Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
Site Specific Practices
�♦.:;:
Flush tanks
• Agitation of recycled lagoon
g Y g
0 lush tank covers;
liquid while tanks are filling
Extend fill lines tc near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
0 Underfloor flush with underfloor ventilation q /d
-
conveyance
!1
Pit recharge points
• Agitation of recycled lagoon
D Extend recharge lines to near botlom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations •
+ Agitation during sump tank
0 Sump tank covers 0�•���
filling and drawdown
in collection • Agitation during wastewater 0 Box covers
boxes conveyance
AMC November 11, 1996, Page 3

r� r
Cause
BMPs to Minimize Odor
• Agitation during wastewater o Extend discharge point of pipes underneath
conveyance / Magoon liquid level
Site Specific Practices
Lagoon surfaces
•
•
Volatile gas emissions;
Biological mixing;
,�i roper lagoon liquid capacity;
/ orreet lagoon startup procedures;
+
Agitation
inimum surface area -to -volume ratio;
_
Minimum agitation when.pumping;
f.,.:: , :
❑
Mechanical aeration;
O
raven biological additives
Irrigation sprinkler
•
High pressure agitation;
igate an dry days with little or no wind;
nozzles
.
wind drift
inimum recommended operating pressure;
❑
Pump intake near lagoon liquid surface;
Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑
Bottom or midlevel loading;
surface
+
Mixing while filling;
❑
Tank covers;
1A
•
Agitation when emptying
❑
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
Yl /A
+
Agitation when emptying
❑
Remove settled solids regularly
Manure, slung or sludge
•
Agitation when spreading;
0
Soil injection of slurry/sludges;
spreader outlets
+
Volatile gas emissions
❑
Wash residual manure from spreader alter use;
9 V A
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge an field
drying
❑
Soil incorporation within 48 hrs.;
- .
surfaces
❑
Spread in thin uniform layers for rapid drying;
l7
rovers biological additives or oxidants
Dead animals
•
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
0Carcass
decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction ofdisposal pits
Incinerators
+
Incomplete combustion
❑
Secondary stack burners
an
AMOC -November 11, 1996,
Page 4
.L
'

Source Cause DMPs to Minimize Odor
Site specific Practices
Standing water around a Improper drainage; Grade and landscape such that water drains
facilities 0 Microbial decomposition of 19' r ay from facilities
organic matter I
/
Manure tracked onto 0 Poorly maintained access roads Farm access road maintenance
public roads from faun /0
access
Additional Information
Available FFOM
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: LagoonTreatment; EBAE 128-88
NCSU -BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment EBAE 129-89
NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatinent and Storage: ; EBAE 103-83
NCSU-BAE
Calibration of Manure -and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual -
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies PRO 107, 1995 Conference Proceedings
Florida Cooperative Extension
7, tv-7
NAME OF LANDOWNER DATE
Cn
TECHINCAL SPECIALIST DATE
AMr November 11, 1996,- Page 5

Mortality Management Methods
(check which method(s) 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 frorn any flowing
stream or public body of water.
Rdndering at a rendering plant licensed 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 valuc without endangering
human or animal health. (Written approval' of the State Veterinarian must be
attached)
1 Z _i71F7
AME OF. LANDOWNER DA4T-/yE Q
! r 1�
TECHNICAL, SPECIALIST DATE
December 18, 1996 L r�
�:' ,. r Y7:1 h..i. y:��§.• c-� ..� f <r Y, rL.� a... ... �c*,nY.,-. ...:,Y:�Srl::?... . ..1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
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 -
inches over more than 30°/a of surface.
Excessive Vegetative. ' • Decaying vegetation Maintain 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.
u ry 5yst ems
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
rakers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewees grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page 1

Source Cause
BMPs to Control Insects.
Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes ❑
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
n !
❑
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes ❑
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer, 15-30 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 filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
SPECIALIST
A-17- 7-7
'ovembcr 11, 1996, Page 2

Landowner/Operator Name:
Address:
Telephone.
:j fABLE I Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
County.,
Date:
EXHIBIT D-1
--r.35 yj
meld,
Naasbtr
Approximate
Maximum
Useable Size
orFleld2
acres)
Soll Type
Slope
(%)
6oFQ3
mallinum
Applicallon
Rale3
2!!ffiq
mallinuin
Applicidlon
per lraiZallon
C�Mle3
(Inches)
Comments
0-01%
, 5
S
41.7
*+
Z
See attached map.
liotal field acreage minus required buffer areas.
31 eler to N. C. Irrigation Guide, Field Office Tecituical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
I HAVE READ THE PARAMETERS ON THIS WORKSHEET AND UNDERSTAND THAT WASTE WATER WILL
BE ADPLIE-a- T TE AND MAXIMUM AMOUNTS INDICATED. NRM NC
JUNX!� lum
IZ- 97

OCT 17 W
Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
County: penjep— -
45oPi• a5weII
I f<i ^sn �!_G _7.)- - - I - - - Date: _ !(l,f
EXf MTT D-T
Approximate .
Maximum
Useable Size
Fleldl ofField2 Slope
Number. . (acres) oil Type 1 (%)
Crop(s)
Maximum
Applicatlon
i2ale3
(hAr)
Maxlmunt
Apptleallon
per Irrigation
ncie3-
(Idles)
1 i I D {�
¢ cK�,
nConuncnls
Art lrr: atc
4
ISee attached map.
ZTotal field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Tecluiical Guide, Section Q G. Aiulual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC

Name:
Company:
Address:
Phone:
IRRIGATION SYSTEM DESIGNER
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for detennining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thirst block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Seclion IV, Practice Code 430-DD.
S. The information required by this form are the ininimufn requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. irrigation pipes should not be installed in lagoon or storage pmid embanlunents without the approval of the designer.
NOTE: A buffer strip ��_ feet wide or wider must be unainlained between the liunits of the irrigation system and all perennial
streams and surface waters per NC Statutcs,
MRCS, NC
JUNE, 1996

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DATE 1-2-%
TYPE "B" LRATING CURVES PAGE 1.02 CBERKELEYo - 3UPERSHM
MOTOR DRIVE All prevrgusly ltwgd
4075 Cjjrvol
rL PNIL� L01018 shwftw&l.01018 Nominal R.P.1t 3600
mw.w CL paL xw S07367 MdLMLS07307 ML 61 Full Based oa Fresh Water 0 W* F.
PL—.— left :
p5d n
IBM
�
.i
ONE-,
30
10
Ju zu 4w 4u au ou IV wi vu I Lyj Ilu LZU
CAPACM tN U.S. GALLONS PER MtWJM N
C-5035 a--- T-3207 &A. -dn C-5035 Dow 3-1-72 Aw 7-30-115 mcou B I /IPT P I
Mod: &wA~ CL puLmL L01018 wsohw L01018 Nominal KpJL 3600
weepw CL rwa.&L MOT296 (7/8TJhs@c&w See below aw 6-9/116" Based on Fresh Water 0 801 F.
532401(1f U) Maximum Working Prwsur;= 150 PSI
....... .. .. .... . ...........
7.
20
. ....... . ...... 34- -.to—
... ... ........... . . ...... ......... . .
22 10
...-M0706. Fla3 4 7 .... ..
rw
z
74
a% ...... .. .. 7
15
WDW is
... .... .
238
Lii
IT -T,-
J",
1 I ;:...... .�~ , .. ' 1 ..... _ ' . ::.' of
74—
.. ...... .
7
—L�-- 4-
25
006
50 too 150 "a 2543
CAPACJM LN LL& GALLONS NM WYAM
T-39S7, -1, -2 amp"wan C-8888 On" 12-7-83 pw 7-3045 mona BJ�TPM

r
Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
0.0.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
• 2 t/z
3.719
6.000 .
3
4.434
6.000
4
5.603
5,000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
D-2241 Pipe Dimensions
Minimum Wall Thickness
O 0115
SDR.13 5 SOR.21
SOR.26
SOR.32 5
SOR.n
S-It C.D
Scn.ao
315 PS 200 Psi
16DPSI
125 PSI
100PS1
V, •- .840
.109
.062
!�. " 1.050
.1 13
060
1
1.315
.133
.063
1
V- " 1.660
.140
.079
064
056
1''
" 1,900
145
090
073
058
2
2.375
.154
It3
091
073
2'-T"
2.875
203
137
110
088
3
3.500
.216
167
135
108
4
4,500
.237
214
173
138
.110
5
5.563
.258
265
214
171
' 136
6
6.625
.280
316
255
204
.162
8
" 8.625
.322
410
332
265
.210
10
" 10.750
.365
511
413
331
.262
' 2
" 12 750
406
606
490
392
.311
imond's IPS Pressure -Rated PVC Pipe coupler
�,aets the requirements of ASTM D 3139.
Diarnond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishrrlouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
I.tAKK
0.0.r
T�
Loa.
R.e4er Gar�el
Pipe
A
p
D
Size
Invert
Socket
Diarnctrr
3
4 Irk
3 1/8
3"
4
5 1/4
4 7/16
4-
6"
5
6
7 13116
8-
5 1!-'
6 7/8
10 1/8
10"
5 3/4
7 1r-
12 1C'
12-
6
8 1/4
14 t 1/I6
Short Form
Specification for Dillmond
PVC irrigation Pipc _
ASTM-D2241-SDIZ41,32.5,26,or21
Diamond PVC Irrigalion Pipe shall be made of
compounds conforming 1u ASTM D1784 will) a
cell classification of 12454B. Diamond PVC
lrrigalion Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241,-Anncx. ANS1/ASAIi S376.1,
and .SCS 430•OD, and will be supplitd n+ 20 fnur
laying Icngllls.
'Inquire for availability

SPECIFICATIONS DATA
Diamond IPS pressure -rated PVC pipe (2"
through 12") is made of compounds conforming
to material requirements of ASTWL 0224t in
accordance with ASTM 01784, The pipe sizes
(4" through 12") are made with an integral
belt Jhich utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477 Integral sockets, for solvent cementing
meet the requirements set forth in ASTM
D2672
Diamond IPS pressure -rated PVC pipe meets all
the dimensional, chemical, and physical
requirements as outlined in ASTM D2241
Each male end shall be beveled l0 facilitate
joining and reference marked for
proper depth of insertion Diamond furnished
lubricant is to be used in the joining process
Diamond IPS pressure -rated' pipe is supplied ui
20-foot lengths.
PROPERTIES OF PVC 12454.8 (1120)
Properly
ASTM
Minimum
Tesl
Specific Gravily
r1 792'
1 40
Tensile Strength, psi
D 635
7.000
Tensile Modulus, psi
D 636
400,000
IZOD Impact Strength,
D 256
65
It., lb tin.
ASi M TEST
j3 00o Sulfuric Acid. D 5a3
7
-1 Days Flotation at -
=3 or - 2° C
Change rn . Weicnt no 0 1 + = 0
Change in Flex Slrenglh. °o 25 0 10 4 5 0
.AST M Oil No 3. 30 Da:
°innl2rsron al 230 C
Change in Wergr.s Oo 1 0 1u 1 0
1 t A
\p
IV
ti•
'1 y
Mlrrinrunr

INSTALLATION
�f Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide far PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Tc assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make cel,ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANCE OF DECREE
OF COSIPACTtON VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY,
FOR GRANULAR MATERIALS IN PARENTHESIS —
CLASS OF EMBEDMENT 1 II III IV
1Aa,.daaerrd
MATERIAL DESCRIPTION Gra. L& SawAV;1C;. rJ Muai-Gniw FiwCraiw
Idsrrialf Salt - CteaA SLI Soil%
orw--we:n. <Oaltxl Mee 9•I1 9.1e &SO
1— % of Jq r ;Jk .
Sort Cu 10143tioa mtvw l 4 er ftww (ar IIClA,.-I DC.SIr Rawec
Camfs 4 OF 9o+•t+ tamou 95.100
93• It70
93.100
so lco
a lamr..Cr (71.1cm
Dcmdr ET porM6lt 111195
I[F93
10 VS
73.90
..E,.wl (rDTSI
f6LLS01
Ca..al4w by u.,rniax !t0.95
f693
(60,73)
(aA0)
Il.rrl (fNC[ 4430
(.D40
Ily4 u.n9
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(10ta1
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tolou
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(3000)
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The haunehing area is most important to the support of
PVC pipe. For good support, the. haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
r
j
r
1\
Y
.\`
.RJ iA..,..i•

FRICTION LOSS IN POLYETHYLENE HOSE
` P,S.1. FRICT1OfI LOSS PER l00 FEET PQLYETNELINE IRRIGATION HOSE (WATER)
75 63 50 40
135 125 120 110 40 82 2.1 1.60 1.30
O.D. KM 3. 7 3 2.7 2.5
I.D. 1KS. 4.5 4.1 4.0
0.4
CAL/ 10
MIX. 20 1.4 4.0 11.1
3Q '- _- -- '-_ 6.0 ib.9
40 r 50 1.2 2.9 8.4
1.6 3- -
' - - - -
60 - -_ _ 1.0 .9 11.2
- -
70 _- - - _ - 1.3 2.0 6.l4.4
BO - " - - _ _ 1.6 2.5 .1
_ -
9Q - - -_ _ _ 1.1 1.9 3.0 7.5-
100 1.3 2.3 3.63,E 8.9��--
110 - ' - _ _ .. _ 1.6 2.7 4.2-
120 " _ - 0.7 1.8 3.1 4.9
130 - ' - - - 0.8 2.1 3.6 5.6-
140 - - r - - 0.9 2.4 4.1 6.4 - - - -
150 r 1.0 2.7 4.6 7.2
160 _ _ - _ 1.2 3.0 5.2 B.1 _ - -
170 ' - - - - - 1.3 3.4 5.7 B.4
- - - -
180 - - 0 ` 6.3 9.9
190 - - 1.0 1.4 3.7
1.1 l.- - - - - - .-
- - 0.9 b 4.1 T.0
200 .
4.7.
210 - -
0•9 1.2 1.7 _ - -
+ _ !.0 1.3 l.9 4.4 8.3
220 5.3 9.0
1.4 1.1
230 - - 1.1 5.7 9.8 - - - - - - - -
1.2 1.5 2.2
240 - - 4 6.2
1.6 2.
- - - - - -
250 0.4 1.3 _ - - -
260 1.0 1.4 1.7 2.6 6'b I - - - - - - - -
274 .0 1.5 1.9 2.8 7.1 - -
_ -
280 1.1 1.6 2.0 3.0 7.6 _ _-
290 1.2 1.7 2.1 3.2 8.1 - --
. 300 1.2 •1.8 2.2 3.4 8.6 - -
310' 1.3 1.9 2.4 3.6 9,2 - _
320 1.4 2.0 . 2.5 3.8 9.7-
330 1.5 2.2 2.1 4.0 --
340 1.6 2.3 2.8 4.2 ----
350 1.7 2.4 3.0. 4.5
360 1.7 2.5 3.2 4.7-
370 1.8 2.7 3.3 4.9-
380 1.9 2.8 3.5 5.7-
39a 2.0 2.9 3.7 5.5 - -
400 2.1 3.1 3.8 5.7-
420 2.3 3.4 4.2 6.3-
440 2.5 3.7 4.6 6.8-
460 2.7 4.0 5.0 7.4
480 3.0 4.3 5.4 8.0 - - - -
500 3.2 4.6 5.8
r

' -10-
OSS . IN ALUMINUM PVC PIPE
L
FRICTION
P.S.I. FRICTION LOSS PER 100 FEET
p.S.I. FRICTIOX LOSS PER 104 FEET pyC IRRISpTIOX PIPE
4L11MIk{12! 1RHi661y�I.01i pIP£_11! C1RfPL 5 6 8
4 2 3 4
INS. 1.11. 2 3 --
GAU' 10 0. I
SAL! 10 0.1 - - - - - _ _ MIX. 20 O.4 O.l-
MIX. 20 0.5 0.1 - - - " _ _ 30 0.8 0.1-
30 1.1 0.2 - - " - - - _ 40 1.4 0.2-
40 1.9 0.3 Q.1 -_ _ 50 2.1 0.3 0.1-
50 2.9 0.4 0.1 - - _ 60 2.7 0.4 0.1
60 4.1 0.6 0.1 - - - " " 70 3.9 0.5 0.1
70 5.4 0.8 0.2 0.1 _ " ' - 80 5.0 0.7 0.2 0.1 - - ,U iy
60 - - 1.0 0.2 0'.1 - - _ _ qp - - 0.9 0.2
9Q - - 1.2 0.3 0.1 - " _ ' 100 - - 1.0 0.3 0.1
0.4. 0.1 - - - 110 - - 1.2 0.3 0.1
110 -- 1.7 0,4, 0.1 0:l. -- 120 -_ 1.5 0.4 0.1
120 - - 2.0 0.5 0.2 0.1 - - 130 - - 1.7 0.4 0.1
130 - - 2.4 0.6 0.2 0.1 " - 140 - - 1.9 0.S 0.2 0.1 - -
140 - - 2.7 0.7 0.2 0.1 - _ 150 - - 2.2 0.5 0.2 0.1 -
ISO - - 3.1• 0.8 0.3 0.1 " - 160 - - 2.5 0.6 0.2 0.1 -
160 - - 3.5 0.7 0.3 0.1 - 170 - - 2.8 0.7 0.2 0.1 -
-170 - 3.9 I.0 0.3 0.1 - - 180 - - 3.1 0.8 0.3 0.1 -
ISO - - 4.3 1.1 0.4 0.1 _ _ Ho - - -3.4 '0.S 0.3 0.1
f ' 190 - 43 1.2 0.4 . 0.2 200 - - 3.7 0.9 0.3 0.1 -
200 - - 5.3 I.3 4.4 0,2 - - 210 - - 4.1 1.0 0.3 a.1 -
210 - - - - 1.4 0.5 0.2 - 220 - -, 4.5 1.1 0.4 •0.2 - -
220 - - - - 1.5 0.5 0.2. 0.1 230 - - 4.9 1.2 0.4 0.2
230 - - - - 1.7 0.6 0.2 0.1 240 .. _ 5.3 1.3 0.4 4.2
240 I.8 0.6 0.3 0.1 250 - - • 1.4 0.5 0.2 - -
250 - - - - 2.0 0.7 0.3 0.1 264 _ _ - - 1.5 0.5 0.2 0.1
260 - - - " 2.1 0.7 0.3 0.1 770 : _ - - 1.6 0.5 0.2 0.1
?70 .. _ - - 2.3 0.8 '0.3 0.1 _ _ - - 1.7 0.6 0.2 0:1 .
2.4 0.8 0. 0.! - f 88 , .0.6 0.3 0.1
ZI30 - ' 290 - - "
240• - - . 2:6 . 0.9 0.4 O. I 2.0 0.7 0.3 0. I
_ _ - = 2.T 0.9 0.4 0.1 370 - - - - 2.1, 0.7 0.3 0.1
310• - - - - L 9 .1.0 0.4 0.1 320 _ _ - - 2.2 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 330 _ _ - _ 2.3. 0.8 0.3 0.1
330 3.3 1.1 0.5 0.1 340 2.5 0.8 0.3 0.1
340 _ _ - - 3.5 1.2 0.5 0.1 - - - 2.6. 0.9 0.4 0.1
3.k 1.2 0.5 0.1
350 - - _ _ _ - - 0.4 0.4 0.1
36a
3" - - - - 3.8 1.3 0.5 0.1 310 _ _ _ _ 2.9 1.0 0.4 0.1
370 - - 4,0••1.4 0.6 0.1 380 „ _ 3.0 1.0 0.4 0.1
380 - - - - 4.2 1.4 0.6 0.1 390 - - - - 3.2 1.1 0.4 0.1
390 - - - - 4.5 1.5 0.6 0.2 404 _ _ _ _ 3.3 1.1 0.5 0.1
400 - - - - 4.7 1.6 0.6 0.2 420 - - - - 3.6 1.2 0.5 0.1
4Z0 - - - - 5.1 1.7' 0.7 0.2 _ _ _ _ 4.0 1.3 0.6 0.1 .
- 1.9 0.8 0.2 440
,� - - - - . - _ _ - - 4.3 I.5 0.6 0.1
2.0 0.8 0.2 480 _ 4.7 1.6 0.6 0.2
460 - - " r 2.2 0.9 0.2 500 - - - - 5.0 1.7 0.7 0.2
4$0 - - " - - - 0 0.2 540�
500 - -. - _ - - 2.4 1•

U
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1•gives an example of
different arrangements for thrust blocks.
1
El
/ Figure 1. Example of different arrangements for thrust blocks.

Figure 2. Anchorace ✓?locks
for in -line valves.
Table 1 is the forces
encountered at end plugs. to
calculate
forces encountered at bends,
tees and
wyes, multiply the
figure in
Table 1 by the factors given
in Table
2.
Table
1. Thrust
W at End
Plugs
Thrust in
lbs. for test pressure in psi
Pipe Diameter
100 PSI
150 PSI
200.PSI
250 PSI
inches
1h
295
440
590
740
2
455
680
910
1140
2.11
660
990
132'0
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490"
9740
13, Oa0
16,200
10
10,650
16,000
21,300
26,600.
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16_
26,600
39,800
-53,100
66,400
-6-

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aL
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a: 'w � f. 3' Tye F � � � i , y� '� +�jT , •• Y' a,� .•
. '.�.+� fish , • / i ti • +. r r. ..• �
ell
� ti F A -' •
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e

4
R TT
ORM
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Ni 'PAR
F�-, 7
MEE
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on, -0 eos-'
rl
k.- W"a
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to pool w P L
'01"M ilpToqpqla P a no S TJI
i UNS
by
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jy�
SIN P! 4ii1giiisictii; AS
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N7t.
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E)CFIZWD-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment: • f (
ti.czrI C� pes-----
Ficid Nol
and
Line Not
Wetted
Number of Dinmeter
Hydrants (feel)
Iiydrant Spacing (ft)
AIong Between
P! Ietine —Pipelines
Application
Rule
(In/hr)
O PEPLATIN G .PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
(inches Gun (s H drant r
Comments
l 4o
�
, a�
a
-6e
. VS
rj
go
tqb
,aa
a
� .311
. � 5� CIrc
�G.
1
I`�
�Sc+Crt
y
5
r
5gC'es
L
IYO
}qC
'I
_ 01C: 5
8
l 15
140
114 D
.Tc)
('3
� 3
. q a C r-CZz
fyb
G0
3
.�i ,C'e
lLYC)
flk�
01
ILI
Wo
I LIa
7,3
Lfsa�r e
'See attached map.
2Shpw separate entries for each pipeline with hydrants in each field.
NRCS, NC
IUNE, 1996

EXH®Fr •D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field Nol Wetted
I I
Hydrant Spacing (A) Application Nozzle Operating Operating
I I
and Number of Diameter
Along Between Rate Diameter Pressure 'Time
I _Ine Nn2 Hvdrantc frertl
Plnellnc Plnelines finllirl flnrhesl n Cun fnsil to ]4vdranl fhr) Comments
1-1 3<D qD I LID
119 a ILID flqb
i� 0 1,10 ,a� 1" 1 �
(00
'� "� a G►'
a� )3 3 q0 IL/U
l5ee attached map.
2Shr)w separate entries for each pipeline with hydrants in each field.
MRCS, NC
TUNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irri ation Gut
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
La
perating Pressure at Pump (psi)
Design Precipitation Rate (in/fir)
Hose Length (feet)
XXXXXXXX
Type of Speed Cumpensulion
XXXXXXxx
Pump Type (PTO, Engine, Electric)
F c CA 1-I C_
Pump Power Requirement (hp)
NA
TABLE 5 - Thrust Block Specifications'
Designer may provide thrust pluck details on separate sheet.
LOCATION
THRUST BLOCK
AREA s . ft.
900 Bend ' ,3
Dead End
09 . (n
.o
Tcue
ISee USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-131).
EXHIBFF D4
MRCS, NC
TUNE, 1996

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
EXHMIT D-6
BRCS, NC
NNE, I996

le
A-
(D A/
..........
I K\ e-
po c Cl CZ,
0
7 700
360
m
I n re-
CA^Ion Lo :5.5 :1 1 Q Y 39 //ob' 4 900' - 3. /�
Ll 0 0 11 500'
0 r\ L. 55
r4o
A V'
0
Or\ 0
-�, ",/o 7c,

S- �,-�•-�� . _ r`'° �'7 rJ y01- '-'-y� � • `J'-' o � � ,_,,, �G � � , s � o � 1 �' �"�e FA I .r�.
l _
1 u OI + '� � J D L- � 1. � 4 � _ ," =/ � � ��j- � �� '� J "a,`I a r � dI .. , �^ • P �c a f �'�
t fj 6o -1
016
j J Cji�
L�C�, � J2�oM�5�J� 10.E ���J1c�C.('� .f-%,•
�JJLIS, - Gar,I-1 ,�
<;7) 00%
u
�rf�i�b lr 7
A

.-�, air.+• � `y t '?r•t+',' FFI _
..iy •''' a'�J � � •f y 'if '.. - J '•*� ••, =.•ram '�•,
i' � y�y ..' f '�'r. � Y ,� a.'�.w,..� ; tea• • •�• .l,• ,'• .i.•� �.... �r � .�••. '.5f�
by � 4y • y � ` . :l,'!/ ' ' '1 r,,,,,...,� •�' � ��a , � ! aY �� 1• r•
,

RISER ASSEMBLY
MITCHELL NURSERIES
24" MIN.
** GUN CART WILL HAVE A 2" FLEX. HOSE INLET WITH A CAM LOCK FITTING ATTACHED
THAT WILL ATTACH TO RISER TOP
"EACH CAM LOCK TOP WILL COME WITH A CAP THAT SHOULD BE SECURED WHEN RISER
IS NOT IN USE.

a
G GUN° PERFORMANCE FABLES
100 SERIES BIG GUNS 240 TRAJECTORY" NN
.
.100 T TAPER BORE NOZZLESt- U.S. UNITS
PS.I.
NOz zle
GPM'5 OIA.
Nozzle
GPMSS Du.
Nozzle
GPM 6' Du.
Nozzle
GPM 85 DIA.
Nozzle
GPM 7' DIA,
NOizle
GPM' 75 OIA.
I Nozzle
! GPM 8' DIA,
No2z1@
GPM85 OIA
No"
I GPM 9 DIA.
Nozzle'
GPM10 OIA
40
47
191-
57
202'
66
213'
78
222'
91
230'
103
240'
118
250'
134
256'
152
262'
50
50
205,
64
215,
7A
225'
67
235'
100
245'
115
256'
130
265'
ISO
273'
t65
280'
204
300,
60
55
215-
69
227'
81
240,
96
250'
110
260'
128
270'
143
2DO'
154
260'
192
295,
224
316'
70
60
225'
75
238'
Be
250:
103
263'
120
275'
136
283'
155
295'
t77
302•
t97
310,
243
338'
80
84
235'
79
248'
94
260'
110
273'
120
285'
1AS
295'
165
305,
189
3.4'
210
325'
25a '""
354
90
68
245'
83
258'
100
270'
117
263'
135
295,
t55
306,
175
315'
201
325
223
335'
274
382'
100
72
255'
87
2"
10o
280'
123
293'
1A3
305'
163
315'
185
325'
212
338'
235
345'
289
372'
110
76
265'
92
278'
711
2'.
129
303'
150
315,
171
324'
t95
335' 1
222
3AA'
2A7
355'
304
380•
Arenavm army lnm riw a ( -"s: ' s`' s r'• i=S#�`•r' Y"•.,1. f fl•�i ems` t r: r��;� .3:'.
[f00 R RING NOZZLES -"U.S. UNITS ►._ a:,�_.. y,• ^N+: • f..�'' ti;r is
' P.S.I.
Ring
.712'
GPM
DIA.
Ring
,768'
GPM
DIA.
Ring
.Bt2'
GPM
DIA,
Ring
�57•
GPM
DIA.
GPM
Ring
695•
DIA,
GPM
Ring
.927'
WA.
GPM
Ring
185'
DIA.
50
74
270'
B8
225'
100
230'
115
240'
129
250'
150
255•
107
280'
60
a
235'
98
240'
1S0
245'
125
250'
141
270'
164
275'
193
29a'
70
a8
245'
104
250'
118
250'
135
275'
152
290'
177
M.
198
.'300'
_
80
94
255'
111
265'
f27
275'
145
285'
183
300'
lag
305'
211
315,
. 90 ,
99
265'
117
275'
134 ,
285' .
154 ,_
295'
173
•:310'.._ ;;;
'.' 201
313,
224
100
105
270'
124
200
1491
29S'
162
305'
182
320'
2t2
325'
236
,'325'.
335'
110
11a
275'
130
290'
149170
315'
197
325'
222
335'
240
:345'
WN
r111
�✓,.,'!.r `r•_ '44pa1�w••iy• R B!CGUfVS•�. 24°�TRAJECTO_`R�Y�;.,'_0 •SE jES frr. • •: fi 4, ,,�..ft.
r .: �vL1 ~�Y '�Yts.
0 T TAPER BORE NOZZLESU.S.
NO LE U UNITS
.I.
Noute
GPM DIA.
Nozzle
GPM OW
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
Nozzle
GPM DIA.
0
F70
100
250'
130
2701
165
290'
205
310,
255
330'
300
345'
350
W.
0
110
265'
143
285'
1a2
Ms.
225
325'
275
345,
330
365'
38$
390'
120
280'
7S5
300'
197
320'
245
w.
295
360'
355
'WI
415 •395'
0
128
290'
165
310,
2tO
335' 1
260
355'
315
375'
380
395'
ads
410,
90
135
300'
175
:320'
223
345'
275
385'
335
390,
405
410,
475
425'
100
143
310'
185
330'
235
355'
290
375'
355
400'
425
420'
500
440,
110
1S0
320,
195
,' 340'
247
365'
305
385'
370
410'
445
430'
525
450'
129
157
330'
204
35W
258
375'
320
395' �
385
420'
465
"a,
SAS
460'
55ll ,M1:.
150rR RING NOZZLES U.S. UNITS
P.S.I.
GPM
Ring
8B
DIA,
Rini
.4t
GPM
DIA,
Rinq
1A8'
GPM
W.
GPM
Rini
1.i8
DIA,
Ring
7.26•
GPM
DIA,
GPM
Ring
1.34'
DIA,
Rin�
1.41
GPM
DIA.
50
100
245'
130 .265'
Ias
285'
205
300'
255
320'
300
335'
350
350,
60
110
260,
143
289
182
300'
225
31S'
275
335'
33D
350'
385
385'
70
120
270'
/S5•
290'
197
310'
245
330'
- 295
350'
353
365'
415
380'
BO
128
260'
165
300'
210
320'
200
340'
315
360'
380
380,
445
395
do
135
290'
175
310'
223
330'
275
350'
335
370'
405
390'
475
405:
100
143
300'
165
320'
235
340,
290
360,
355
380,
425
4a0'
SOO
415'
11a
t50
370•
195
33Q'
247
350•
305
370,
370
390•
44S
4t0'
52S
'425'
120
157
315'
204
335'
2S6
380'
320
380'
285
400'
465
420,
545
am,
•N
• •The diameter of throw le approximately 3% lass for IM 211,trajeclory arlgfe. } 1? , ," y,F;::• ` , ': : y.,
200 SERIES BIG GUNS --• 270 TRAJECTORY"' I
200 T TAPER BORE NOZZLES - U.S. UNITS
P.S.I.
NOule
1.05-
GPM DIA,
Nozzle
1.1'
GPM DIA.
Nozzle
1,2•
GPM DIA.
Nozzle
1.3'
GPM DIA.
Nozzle
t,A'
GPM DIA,
Nozzle
1,5'
GP.M DIA.
Nozzle
1.8'
GPM DIA.
Nozzle
1.75'
GPM DIA,
Nozzle
I'9'
GPM DM.
60
250
345:
255
355'
330
375'
385
390'
A45
410,
$is
Aw,
585
445'
395
470•
825
495'
70
270
360'
310
380'
35S
395'
415
Ala,
480
430'
555
450'
630
465,
755
495'
390
515'
80
2"
375'
330
395'
3"
410'
4a5
430:
515
4S0•
590
470'
675
I'm,
SOS
515'
"0
535' '
90
310
390'
350
Ala'
405
425'
475
4A5'
545
465'
82S
ASS'
715
$05'
855
535'
',75
555'
100
325
AM
370
420'
425
am
Soo
460'
575
480,
860
SOO'
755
520'
Soo
550'
loan
575'
110
3A0
u0'
390
430,
445
Aso,
525
470,
805
A95'
595
515'
790
535'
945
585'
1110
$90,
120
355
420,
405
"0:
465
460'
545
A80'
030
505'
72S
530'
825
S...
985
Sao.
1180
605'
130
370
425'
425
aa5'
485
465'
565
48d'
655
515'
755
SAG'
880
560'
1025
590'
1210
820'
200 R RING NOZZLES - U.S. UNITS
P.S.I,
1 '•.' Ring
(1.29• actual)
GP'M DIA.
t IV Ring
(1.46- actual)
GPM DIA.
I ' = Ring
(1 56• actualf
GPM DIA.
1 'j' Ring
(1.66- actual)
GPM DIA,
1 ,.1 Ring
(1.7A' actual
GPM DIA,
I tj' Ring
f1.53' actual)
PM DIA.
2' Ring
Al 93" actual)
GPM DIA.
50
230
325'
300
355'
350
370,
410 390'
470
4G5'
535
420,
so435'
.
60
250
340'
33a
370'
385
390•
4A5 410,
515
425'
585
440'
695
ASS'
7]
270
355'
355
385'
415
405'
400 425'
555
440'
am
455'
755
475'
80
290
370,
380
400'
4A5
42a'
515 440'
S90
455'
475
470'
4990
90
310
300•
405
413'
475
435'
$45 45S
625
470,
71$
W.
$$5•
55
?Go
325
390•
425
425'
500
445'
575 465'
$00
480'
755
Soo,
owsots
520,
110
340
am '
445
435'
525
455'
605 475'
595
490,
790
SID-
945
Say
121
3$5
41G'
465
"S.
545
465'
63tl A8S'
725
500,
825
520,
905
545'
730
370
4t5'
ASS
•ASO'
565
470'
555 490'
755
SOS'
- 880
525'
f025
550'
1-•a:@• _' :-row s a3oroximalely 2% leas for the 24• trajeeloty angle. 5% toss rot the 21' trajectory angle.
_ 3 3UN1 oerly ,+anSe data has been Obtained under ideal lost ennau,en..'A - -------- ---

THE NELSON SR100 BIG GUN°
More °:Gun For The' Money
Adjustment -free operation. You can forget about Minimum vibration and stress. Nelsods unique dual
adjustments in the field with the Nelson SR100. A arm drive does away with the rapid "flash back" reverse
patented dual drive spoon provides consistent forward action. This minimizes wear on the gun itself and
and reverse drive through the full range of nozzle sizes practically eliminates vibration and stress on the riser or
and pressures. No adjustments needed on the braking ";: ;:. pivot end boom. It can also reduce cart turnovers on
,, ;system; either. 4r on any other part of , high user travelers_.
��'`►deSigned with a mirairtiurii`of moving to`simplify Y, �}E� i �'rrt� td•�ti yes �; '3: , s, �-
ti .}. .. .�... xir {r pl ,ii.- s , _ {• `.r s
,operation and min; 57e iriaintenance.: 3; ti _ :* 'r " , =w>�1,:'Throws farther. With nozzle sizes from .5" (12.7mm}
,_:�s T s :: • :` ,'= through IV! (25.4mm); the SR100 has the widest ".y.. •�'
' • :Longer Life. The reasons for'the SR100's longevity are ;;gallonage range of a>ry gun in its class It can out throw
.�S'....r,,
smooth forward and reverse action, less vibration, twin :;`and cover more area thah"any othergun its size. It also
ball bearings instead of just one in the lower housing. "performs better and more reliably at low pressure and is
unit, plus a special, watertight seal to protect the ;available with the optional 100DN Diffuser Nozzle to
bearings from da naiing moisture'and dirt. _ ; `:.break itp the -low pressure streain into smaller droplets.[; . T
1! "Y1�r
. : W4. J�• ....its• .�f,3.s?"�•.��,...•:.T•S. ..�::...F-
t' -,,No preventive'maint ii&e. All bearutgs are sealed and ��- The arc you set is, the arc you get: Pretty'clase is not � t
..•; ?: :. - .-ir,. yE .. .. r., +rr -,14•r t.;�.�k.. •.. - .y,r:l ytc.kt•
lubricated for life so there's no heed for grease fittings or ate' close enough ;Witli'the Nelson SR100, you get precise
periodic preventive matntetiance. ::.�� arc control with no overriding of the stops. Quick and { r�
„easy arc setting'from 301 to 330°.
VANED RANGE TUBE DUAL ARM DRIVE
Reduces turbulence and Reverses the gun at a
maximizes hydraulic smooth, steady speed.;=',s
M performance. Out -throws : ,c
competitive guns. r
PROVEN BRAKING
SYSTEMf µ
PATENTED DUAL DRIVE
Needs no adjustment.' ► 4.3 No adjustments needed for.'
Longer wear life. ~ '� ; �s) :=4'=
. .consistent forward and'...'.-'
- •,_ ./. i _. � -.,-.. reverse drnre.:.: :•�,�.� - :'
—..:� „j,i 'w.. i.ji '.•,'.s'•. ,.�}` _ ••.��y ,f1r�:� ^ S•." 5:i:;t
STANDARD HIGH .: %. ; fC,� ;r„ Y•
PRESSURE OR'at'+y
;-OPTIONAL LOW,`y
+r
PRESSURE NOZZLES
C'. PART CIRCLE/FULL
CIRCLE .'
Precise part circle arc,:-
ntrol from 300 to 330°
Quick, easy arc setting. L�K:
Cannot override stops. �h -
TWIN BALL BEARINGS
Two ball bearings instead of�
ne for longer wear. Special+_
protective seal keeps out :_`,:''
f moisture and dirt.
^� •� INTEGRAL THREAD = `:
HOUSING
Eliminates need for flange'..
,' x •...
adapter, =;+ ' `ti
Note: If a higher gallonage gun with a greater distance of throw is .•._ti•�..a , .s • , •..••; .-::�,
required, the same benefits and quality features are available in the

Irrigation System Evaluation
Existing System
Jane Mitchell Nurseries
FIELD SPECIFICATIONS
Field ## Approximate Usable Soil Type Slope Crop Max. App. Max App.
_ Size of Field Rate _ Arnr ount
2 5.67 GoA <3 Berm. .5 .5
3 .7 NoA <3 Fesc. .5 .5
SOLID SET IRRIGATION GUN SETTINGS
Set #
Wetted
Dia
Hydrant
Spaciag_
Application
Rate _
Nozzle
12iameter
Pressure @
Gun
Time per
$ydrant
Acres
Covered
Field 2
1
214'
140'xI40'
.49"/hr.
5/8"
70psi
1.0hours
.28
2
214'
140'xl40'
.49"/hr.
5/8"
70psi
1.0
.28
3
214'
140' x 140'
.30"/hr
5/8"
70
1.67
.45
4
214'
140'xl40'
.30"/hr
5/8"
70
1.67
.45
5
214'
140x140
.30
5/8
70
1.67
.45
6
214
140x140
.30
5/8
70
1.67
.45
7
214
140x140
.30
5/8
70
1.67
.45
8
214
I40x140
.30
5/8
70
1.67
.45
9
214
140x140
.30
518
70
1.67
.45
10
214
140x140
.30
5/8
70
1.67
.45
TOTAL FIELD 2
4.16
11
214
140x140
.41
5/8
70
1.22
.34
Flowrate of Sprinkler 90.6psi
Operating Pressure at Pump 200'
Design Precipitation Rate .30"/hr.(for 360 circle)
Pump Type Electric
Horsepower req'd 6.8 hp
All of these sets should be made with the farm's existing Nelson P85 gun. Hydrants 1&2 are not 360
degree circles, but should be set on gun to be 220 degree circles as shown on original design. Hydrant
should be run as a 270 degree circle as shown on original design. Gun to riser attachments are the same as
in the expanded system.

Nuv 24 IOW
UNITED STATES
DEPARTMENT
AGRICULTURE
NATURAL
RESOURCES
CONSERVATION
SERVICE
FED. BLDG., RM. 108
134 NORTH JOHN STREET
GOLDSBORO, NC 27530
919-734-0961
SUBJECT: ENG - Irrigation System Plan DATE: November 18, 1997
Jane Mitchell Farm
Pender County
TO: Jason Turner FILE CODE: 210
District Technician
Kamm Pageau and I have reviewed the subject irrigation plan and
attached are items needed for us to complete our review. In addition,
I discussed some concerns I have with the plan with Craig Westerbeck
on November 18 by phone. These additional items that he will address
include:
1. An evaluation of the existing system is needed and an operation
plan showing how the partial circle sprinklers will work. The
irrigation parameters tables should be completed for this system.
2. Normally, it is recommended that the hydrant spacing for gun
sprinklers be 60 percent of the wetted diameter. This system was
designed at 65 percent. Attached is an Extension Service bulletin
that supports a 60 percent maximum spacing.
3. Computations indicate the operator will need to operate the
irrigation system 74.5 days or 41 percent of the temporary storage
period. The operation plan needs to address the intensive
scheduling of irrigation to accomplish this.
4. Documents in the plan indicate the mainline leaving the pump is 3-
inch in diameter. Mr. Westerbeck will need to reevaluate the TDH
to reflect this. He indicated by phone that the 3-inch line may be
abandoned and 4-inch installed.
S. While discussing the irrigation plan with Craig, we both realized
that the Waste Utilization Plan sent to me was different than the
one he used in preparing the irrigation plan. His plan showed all
fescue and the one sent me shows fescue and bermudagrass control
grazed. Please make Craig aware of any changes to the plan he
received. Cropping system is very important when considering
irrigation scheduling.
In addition to the requested revisions, I will need to review the
system as staked. The staking is to include the location of the main
and laterals, risers and pumping unit. Please contact me to schedule
review of the staked system and irrigation plan revisions.
Al.
can K. Bingh m
4'
Supervisory Civil Engineer
attachment
cc: Marilyn Stowell
iCgryx PR.• em"

North Carolina
Cooperative Extension Service
NORTH CAROLINA STATE UNIVERSITY
COLLEGE OF AGRICULTURE & LIFE SCIENCES
DEPARTMENT OF BIOLOGICAL 3c AGRICULTURAL ENGINEERING
AGRI - WASTE MANAGEMENT
Information Needed . for Cost Share on
Irrigation Dry Hydrants in Waste Management Systems
► As the guidelines are interpreted'for cost share
on dry hydrants, the applicant must have
irrigation equipment (traveler or big guns). Cost
share is limited to 75% of the average cost of
pipe, fixtures, risers and installation on a
maximum of 2,640 feet of underground pipe and
7501'o of actual cost of a pump used only for
animal waste handling, not to exceed S2,400 (to
include all costs, i.e., wiring, electrical work,
installation costs, concrete, etc.). While the
instructions are somewhat unclear on the pump,
apparently pump costs are covered.
a Pipe should be sized so that the flow velocity
should not exceed five (5) feet per second (fps).
In exceptional cases, it might be permissible to
go to 5.5 fps velocity, but that should be for a
short line (less than 1000 feet) with adequate air
relief, pressure relief and vacuum relief valves.
s The system should be designed to provide
adequate pressure to break up the waste water
and give uniform distribution of the effluent.
The pressure required will depend on the
particular sprialder and model number, but in no
case should it be less than 50 psi. There are
some low pressure guri sprinklers, but most gun
sprinklers need 70-90 psi at the nozzle tip.
► Both tapered bore and ring orifice gun nozzles
can be used. The tapered bore nozzle tends to
give a larger diameter of coverage at the same
flow rate and pressure than a ring orifice.
► With traveling gun sprinklers, hydrant spacing is
normally 70-80% of sprinkler diameter (75% is a
good range for design).
'If gun sprinklers are used on dry hydrants,
hydrant spacing (both in the lateral line direction
and between' lateral lines) should not exceed
60% of effective sprinkler diameter based on
manufacturers' literature (gun operating pressure
at the most distant location from the pump or at
the highest elevation, whichever is lowest). In.
operating the system, two adjacent sprt Wers
should never be operated at one time. This
should reduce the potential for runoff.
► Any gun sprin3der, whether stationary or traveler,
should be operated when wind speed is at a
minimum (five (57 miles per hour or less).
► Traveling gun sprinklers can be operated where
the gun is operated in a part circle or full circle
mode. When the gun is operated part circle, the
application rate is increased, which increases the
potential for runoff. As an example, if a gun is
operated half circle, the application rate is
doubled. For most guns operated full circle, the
overall appEcatioa rate is 0.30 inch per hour or
greater, and there are parts of the circle where
the application rate can double.
P. When operating a land application system, the
maximum effluent applied at one time should not
exceed one inch (0.5 to 0.75 inch is preferable).
Employment and program opportunities arc offered to all people regardless of race, color, national origin, sex. arge or handicap. North
Carolina Stare University, North Carolina A&T State University, U.S. Department of Agriculture, and local governments cooperating.

Jane Mitchell Farm
Animal Wastewater Land Application System Plans
Items Needed: (corresponds to numbers on "Design Check List")
1)
2)
3)
Waste Utilization Plan
Operator has acceptable waste utilization plan - needs insect control, odor, and mortality
checklists, * areas indicated as acceptable
to apply waste conflict with irrigation
design
Field Specifications
w►` (1 %� Fz td.
+ [tC..c 5 {b.
�•�l��t�.rr.r=s-. - - --- --..r.�����l�:lr:Y+a�lRrCt+�.rr.:. -
Working Map or Sketch
Legible to scale map or sketch with north arrow (missing). Scale not indicated.
Surrounding water wells are not located.
Critical elevations that are used in total dynamic head calculations are missing from map
Location of all thrust blocks not indicated (skw o, W'd -7le-4)
4) Irrigation Design Parameters
-B- Specification on method of connection of the sprinkler gun to the lateral line to include
materials required and method of connection to the lateral line are missing
-D- Size, type, and pressure rating of pipelines are shown on the working_map or sketch,
pressure rating ofpipe in narrative suggests 4 lass 150 PV this should be checked
- Computations for spacing of hydrants and lines are not shown Gd%v
- Computations of velocity in main Iines from equation's on pipe chart
- Pipeline installation specifications including depth of coverage, type of connection and
method of backfilI and compaction are not shown
5) Pump and Power Drive Requirements
Static discharge head computations - is this the elevation head stated?
Computations of the Net Positive Suction Head Available (NPSHA). Insure that NPSHA
is greater than NPSHR. are not shown
method of connecting suction pipe to suction inlet not shown
6) Operation, Maintenance, and Calibration
- Calibration procedures (recommend materials developed by Dr. Evans and Dr. Barker be
included with the design) are missing
I
Z
M6.�' 1wM• ti

I
ru
T
S-ur.v C quip
DATE 1-2-ft
TYPE "B" RATING CURVES PAGE 1.02
BE:RIKELEY
SUPERS19D
MOTOR DRIVE All Pr-fously Fisuad
4D75 Curves
.................
4wol. mxwww C.I. Put wo. L01018 vwdL11.L01015 Nominal R,P.NL 3600
bwk; mosim C.L PsL x& S07367 vva6mS07387 m6i Full Based on Fffth Water 0 80° F.
Em
11EE
0030
IMF-
ROM
r Ai
elm
L
W,
Ic
v AT 50 5�T) 70 qJr C7 IDA Ito 120
30
20 1
10 i!
I
C"ACM IN U.S. GAAMA MR UMMI N
XG-503SGmaw T-3207 &ww.8dw C-5035 Do— 3-1-72 om 7-3"5 14OBaB I�JPL
Ow waswo Q L potnL L01018 N1.LN& L0110111 Nominal fLp.1L 36M
momw C.L ftLuv.M0?298(7/8U6wmow See belowo%L 19-91le eased on Fresh Water a 90. F.
S3240111i (J) Maximum Working Prczsuie: 150 PSI
30
. ..... .. . ...
.. . .... ...... . ...... . ...... ... *i . ....
. ... .... ....
20
... ........ ..........
............
.. ..........
... . ...... .....
225 10
. ........ .
.......... .. ... M07639 534234
M07298 IS3240
Jm-
200 --0
N
176 RJR
150
c-
7
. ..
. ... ...
0
'J
J
... ...... . .... .... .............. ...... ..........
t
....... . ...........
so NO 150 200 230
CAPACrrY IN U.S. OALLONS PER 141MM
c-aged T-3957, -1, -2 supe—cas C-8888 0"w 12-7-83 lyj. 7-3D-85 MDDELBI�TPM

BARN J4dWstable
Is asy to Adjust
A simple"Rcrew adjustment
allows you`to set the SADN
for the desired stream
breakup and distance of
OW.
P -wear stainless steel con-
trol b fifles are replaceable.
e
Modell ,
8ADN, �Compl�lediffuser
assembl} including
8DRN no
8DN Diffuser aes�bly
without 8DRN nozzle
8DRN Standard nozzlelor
P85 ti
N
Diffuser Nozzle
4
P85PV SPRINKLER PERFORMANCE [P85 with Plug (P) and Vane (V)J
Bass
PSI
Nozzle
1 11/32
CPU
Nozzle
3/8
GPM
Nozzle
13/32
GPM
I Nozzle
7/16
GPM
Nozzle
16132
Gphl
Nozzle
1/2
GPM
Nozzle
17/32
GPM
Nozzle
9/16
GPM
Nozzle
6/8
GPM
Nozzle
11/18
GPM
40
21.8 68
26D 71
30.4 73
34.4 76
39.4 79
44.6 82
50.2 84
562 87
68.1 91
82.3 96
50
24.2 72
28-8 75
338 78
38S 81
44.1 84
50.1 87
56.3 90
82B 92
76.2 97
91.9 101
60 11
26.6 76
31.5 79
37,2 83
42S 86
48.6 89
55.1 92
61.8 95
69.0 97
83.9 103
101,0 106
70
28.6 80
34.0 83
40.1 86
46.0 90
52.5 93
59.6 96
66.9 99
74.7 102
90.6 0
109.0 110
96.9 111
80
30.6 83
36.4 86
42.8 90
49-3 93
562 97
63 E 100
71.7 103
80.0 106
1 16.0 115
90
32.6 86
38.6 89
45.4 93
52.3 97
60.0 100
67.6 103
75.9 106
85.0 109
102.0 114
100
34.4 08
40.7 92
472 96
55.1 100
832 103
71.2 106
80.0 110
89.6 113
108.0 118
Aa
NOTE Performance figures shown ere with standard nozzles. 8ADN
nozzle sizes and Row rates are identical to standard nozzles, but since
distance is adjustable, 8ADN radius performance is not shown.
The P85 and PB5V are available with secondary nozzle of 7/64" to 5/16". Consult NELSON IRRIGATION CORPORATION for double nozzle
performance information and for performance without vane.
NOTE STATED PERFORMANCE AT BASE PRESSURE. TEST DATA BASED ON 36" RISER.
WARRANTY AND DISCLAIMER
Nelson P85 Sprinkler and 8ADN Nozzle are warranted for one year from date of
original sale to be free of detective materials and workmanship when used within
the working specifications for which the product was designed and under normal
use and service. The manufacturer assumes no responsibility tar inslallation,
removal or unauthorized repair. The manufacturer's liability under this warranty is
limited solely to replacement or repair of detective p8tts and the manufacturer
will not be liable for any crop or other consequential damages resulting from any
defects or breach of warranty.
THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES,
EXPRESS OR IMPLIED, INCLUDING THE WARRANTIES OF
'MERCHANTASILITY AND PITNE89 FOR PARTICULAR PURPOSES AND
OF ALL OTHER OBLIGATIONS OR LIABILITIES OF MANUFACTURER.
No agenl, employee or representative of the manclscturar nas atthority to waive.
0
-jj .-I
innaraffon In rrrlgafron'rM
WSW Ii WATM
COMMATIN
Route 4, Box 169, Airport Road
Walla Walla, WA 99382 U.S.A.
Phone [phone]
TELEX: 510-TTO-9341

PBb
Nelson, P85 MAR18 1997
11/4" Part Circle Impact Sprinkler
Rugged, heavy duty construction
throughout means longer wear life
and performance that is superior to
any Impact sprinkler In its class. The
P85 represents a significant ad-
vancement in state of the art of
part circle impact sprinklers.
FEATURES:
e Long wear life, heavy duty ANG
bearing configuration
e Heavy duty brass and stainless
construction for Improved wear
life and performance
e Stainless striker pads for Improved
wear life
e Replaceable stainless steel drive
spoon edge for long wear life and
low cost maintenance
e Improved heavy duty part circle trip
mechanism
e "Lock -in -place" part circle stops for
positive setting of arc
e 240 trajectory for improved wind
fighting capability & maximum
performance.
e 1 I/V NPT threaded connection
e Secondary spreader nozzle (utilizes
standard 3RN nozzle)
Ne
u
P55
ble C
ssure ,byst+
Opel the P85 at low pres
dffXser no
e, the only exterr.
d. The a?21 a diffuser p
at low pressur out interk
(See back f detelts.
71
8ADN ..' -,
per for Lovif'-,.
is gdssible with the 8ADN
+pressure diffuser, device of it
-es desirable dropik condition
with sprinkler pyformaricq.,
See Reverse
1 ,
tar Perfolrreence Information
t
W,nrw..Non ,n Irrigation TM
�.►A gm aw awmaAwna

(Joins inset, sheet 18)
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NO"
5
N N.
. . 'Q_
)DO I EFT
10000 Feet
i
=======I
3 Kilometers
78' 7'30'
34*37'30'
ftE pt, 4,1
�V �.j
SHEET NO. 5 OF 18

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., GovernoT
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT -REQUESTED
Jane Mitchell (Norland)
Fennert & Brewster Nursery
6450 Point Caswell Rd.
Atkinston NC 28421
Farm Number: 71 - 22
Dear Jane Mitchell (Norland):
RECEIVED
MAR 17 2000
BY: 111CDENR
NORTH CAROLINA DEPARTMENT Of=
ENVIRONMENT AND NATURAL RESOURCES
March 15, 2000
You are hereby notified that Fennert & Brewster Nursery, in accordance with C.S. 143-215.1OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty 60 days to
submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws
(Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. if any of the general or operation information listed is incorrect please make corrections as noted on
the application before returning the application package. The signed original application, one copy of the signed application,
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
Hunkele with the Wilmington Regional Office at [phone].
Si rely, f
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environs
and Natural Resources
Division of Water Quality
,fames B. Hunt, Jr., Govern
Bill Holman, Secretary
Kerr T. Stevens, Director
Jane Mitchell
Fennert & Brewster Nursery
6450 Point Caswell Rd.
Atkinston NC 28421
Dear Jane Mitchell:
EIVED •
JAN 0 3
2000
BY:CDENR
NORTH CAROLINA DEPARTMENT OF,
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 '
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 71-22
Pender County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from ail types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State. Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Pender County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699.1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Rnised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number - 2-a- — Operation is flagged fora wettable
Farm Name:. .. "At acre determination due to failure of
On -Site Represent Part if eligibility items) Fl F2 F3 F4
InsP ectdrlReviewer's Name: ��.� gsL V Operation not required to secure WA
determination at this time based on
Date of site visit: �� G� exemption E1 E3 E4
Date of most recent WUP:
Annual farm PAN deficit: pounds
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s)..- circle #: t. hard -hose traveler,, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpen-nanent pipe; 5. stationary sprinkler system wlportable pipe;
stationary gun system w/permanent pipe; 7. stationary gun system wiportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part 1 exemption.)
El Adequate irrigation design, including map'depicting wettable acres, is complete
and signed by an l or PE.
-IZ E2 Adequate D, and D21DJ irrigation operating parameter sheets, including snap
depicting wettable acres, is compiete and signed by an 1 or PE.
_ E3 Adequate D, irrigation operating parameter sheet., including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part il. Complete eligibility
checklist, Part H - F1 F2 F3, before completing computational .table in Part Ill).
PART 11. 75% Rule .Eligibility Checklist and. Documentation of VITA Determination
Requirements. WA Determination .required .because.operatbon Tails :one of the.eligibiiity
requirements listedbelow:
_ F1 Lack.of:@creage=whichTesultedin-Dver:applicanonmf_wastewater(PAN) onspray.
fields) :accordingfo7arm's -last fwo�earsmf-ri-rigaudonzecords:
_ F2 Unclear — legible, —or lack of -information/map.
F3 Obvious _field-.limitations-(numerous:ditches;failureaosled uctTequired:.._..
bufferlsetback:acreage;-or25%:offotal-acreageidenNiadiri_CAWMP_:-includes -_
small;-iregulady-shaped.fields' . fields :less than 5:acres-for.traveiers-or_lessfhan
2 a cresfor.-stationarysprinklers).
F4 WA determination required because CAWMP creditsfeld(s)'s acreage "in excess
of 75% of the respective field's total acreage as noted in table in Part Ill.

Rtvis;_ j April 20, 1999
Facility Number -
Part Ill. Field
by Field Determination
of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'S
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD COMMENTS'
%
I
I
1
1
1
C
1�� �•.
I
I
I
1
l
l
1 • �:
I
1
I
I
I
I
1
I
I
FIELD NUMBER' - hydrant, pull, zone, or:point numbers may be used in place cf field numbers depending on CAWMP
and type of irricatlon-system.' If pulls, etc. crossTnorelhann-one field, inspectodreviewer will have to combine fields to
calculate 75% field by field determination for exemption; -otherwise operation will be subject to WA determination.
FIELD NUMB=_RZ - must be clearly delineated on -map.
COMMENTS' - back-up fields with CAWMP acireage_exceeding :75% of its total -acres and having Teceived less .than 50%
o; its annual PAN as -documented in.,the-farm'sprevious -two years' ('1997 & 1998) of irrigaiionTecords,-oannot serve -as -the
sole basis -for requiring a WA Determination: :.Back-upfields -must 'be noted in the-commentzecdonand must -be accessible
by irrigation system.
Part IV. Pending WA -Determinations -
Pi Plan :lacks -.following information.
P2 Plan Tevision -may.-satisfy-75% rule based on adequate overall PAN deficit and by
adjusting -all field :acreage--to-below 75% use rate _
P3 Other (ie/in process of installing new irrigation system):

State of North Carolina
Department of Environme -CE
,vE
Health and Natural Resour es
Division of Water Quality APR 1997
James B. Hunt, Jr., Governor BY:
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 11, 1997
MEMORANDUM
A4�j
DEHNR
TO: Wilmington Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change -
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 112 and 71-23 have been combined into one facility (number
71-22). Facility number 71-23 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
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

State of North Carolina .
Department of Environment,
Health and Natural Resources
Divis+6n of Water Quality
James B. Hunt, Jr., Governor 1DEiHNF;Z
Jonathan B. Howes, Secretary
A, Preston Howard, Jr., P.E., Director
April 3, 1997
Jane Mitchell
Brewester Nursery
6450 Point Caswell Rd.
Atkinson NC 28421
SUBJECT: Notice of Violation
Designation of Operator in Charge
, .Brewester Nursery
Facility Number 71--23
Pender County
Dear Mr. Mitchell:
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535. A FAX [phone]
Raleigh, North Carolina 27626-0535 �wfAn Equal Opportunity/Aftirmative Action Employer
NTelephone 919-733-7015 50% recycles/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
November 13, 1996
Jane Mitchel,
Brewester Nursery
6450 Point Caswell Rd.
Atkinson NC 28421
SUBJECT: Operator In Charge Designation
Facility: Brewester Nursery
Facility ID#: 71-23
Pender County
Dear Mr. Mitchell:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996..
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, NW *
Raleigh, North Carolina 2761 1-7687 ��C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/10°%o post -consumer paper

State of North Carolina
Department of Environment, .
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
November 13, 1996
Jane Mitchell
Fennert Nursery
6450 Point Caswell Rd.
Atkinston NC 28421
SUBJECT: Operator In Charge Designation
Facility: Fennert Nursery
Facility ID#: 71-22
Pender County
Dear Mr. Mitchell:
i e �►
EDCHNp
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 9191733-0026.
Sincerely,
A. Preston Howard, r., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, �y�CRaleigh, North Carolina 2761 1 7687 An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/ 10°k post -consumer paper

REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONS;',-
Department of Environment, Health and Natural Resoizrces�.;�•�
Division of Environmental Management v- •��` ,.�
Water Quality Section
cry. �n9 r�
if the animal waste management system for your feedlot ratf6n
is designed to serve more than or equal to 100 head of c , 'q
horses, 250 swine, 1,000 sheep, or 30,000 birds that are se ��
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: Fennert Nursery
c�4.5a '���.�f C�s:..:ei1 �G•��
R�i�;� ,,t iaC-
Pender County `i to 253 - S'7,ji
Owner(s) Name:
Manager(s) Nam
Lessee Name:
Farm Location (Be as
direction, mile ost
2 �`�a ��
specific as pos
etc.):, 3
5' , o
ih1 P.:rnarl narp.cz
Take US 117 S until it interscets NC
outside of Wallace; follow NC 11 5
Penderlea to intersection of US 421;
11 S
thru
take
US 421 S for 4.0 miles and turn
Rt. at
Costin onto SR 1128 (Caswell Rd),
go 4.0
miles to NC 11/53 intersection,
go
past
intersection on SR 1128 0.7 mile
to
-farm
entrance on Rt. (TT=36 min.; Tn=23 miles)
Latitude/Longitude if known: QBSP # 23-071-17-09
Design capacity of animal waste manageme t system (Numbr and
type of confined animal (s) : � Z 00 Ujet� �s AD��e. Iicc! s
Average animal population on the farm (Number and t
animal(s) raised): 2 k tb e
Year Production Began: Oltl
Type of Waste Management System Used:
of
F44rn No -�50
AS CS Tract No. T 3�, TT (,cl 1
Lag ooy% i_t2RLS1i IQ
Acres Available for Land Application jqf Waste: �25 OW-OL,-7WCd
Owner(s) Signature(s):
Date: P
Date:
(Gwen Mahn, Serviceman)

a.., JIL.IiC Ljl 114k-!I II 1 `.ulL/llI ILA 1
Department of Environment,"'
Health and Naturaf Resources •
Division of Environmental Management
James B. Hunt, Jr„ Governor ® �
Jonathan B. Howes,, Secretary
A. Preston Howard, Jr., P.E., Director
March 23, 1994'
Jane Mitchell
6450 Point Caswell Rd.
Atkinson NC 28421
Dear Ms. Mitchell:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certification form (copy enclosed) to DEM by
Dggem ter 3L 1992 New or expanded feedlots constructed after December 31, 1993 must
obtain signed certification be[ore animals arg staSked gn thg, farm. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conservation
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
enc:
I)a6Q
ill Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdeigh, North Carolina 27626-0535 'Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

1(ZU15i•r1iA31U1V r-URM r-Utt AMIMAL X'Yirjf3LU•1 UrZ;XXK1 ' nb rr
Department of Environment, Health and Natural R .ourcp-w-
Division of Environmental Management `..;�
Water rr,
Quality Section
J• . ' eta
If the animal waste management system for your feedl .operatT-bn
CP
is designed to serve more than or equal to 100 head o '4ttle, E4
horses, 250 swine, 1,000 sheep, or 30,000 birds that a if ea)
by a liquid waste system, then this form must be filled o d
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by DEM. Please print clearly.
Farm Name: Brewster Nursery
6456 f 1 w1 Ccw .v e l � Kc ao1
e s , q'p
Pender County �q
Owners) Name:
Manager(s) Nam
Lessee Name:
Farm Location (Be as Specific as possible Take US 117 S until it interscets NC 11 S
outside of Wallace; follow NC 11 S thru
direction, milepost, etc.) : r,1. 5C'-A % Penderlea to intersection of US 421; take
US 421 S for 4.0 miles and turn Rt. at
Costin onto SR 1128 (Casweli'Rd), go 4.0
miles to NC-11/53 intersection, go past
intersection on SR 1128 for 0.7 mile to
farm entrance on Rt. (TT=36 min.; TD=23
miles)
Latitude/Longitude if known: QBSP # 23-071--17-02
Design capacity of animal waste management system {� (Number and
type of confined animal (s) : Z! �wrc4 ,p ; s L TeA6(. R' '
Average animal population on the farm (Number and type of
animal (s) raised): 2-&qo eiq , Lge-c" 1 S3 -to -ce eder
FaRnn Mo. 750
Year Production Began: IC01 _ ASCS Tract No.:--3 53-7 7=
Type of
aste Management System Used: Q,r. ?ck�L �,aaaoa
oA P -AA-
Acres Available for Land A lication of Waste- oR 5
Owner (s) Signature (s) : `ti Date:
Date:
(Gwen Mohn, Servicemen)

'"' ` JIUIC; (,jIVI.JI it 1 l..+U11Jlll IU Department of Environment,
Health and Naturaf Resources a
Division of Environmental Management , �:_a. �'
James B. Hunt, Jr., Governor ED
Jonathan S. Howes,, Secretary
A. Preston Howard, Jr., P,E., Director
March 23, 1994
Jane Mitchell
6450 Point Caswell Rd.
Atkinson NC 28421
Dear Ms. Mitchell:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed ggrtificalion form (copy enclosed) to DEM by
December 31. 1991 New or expanded feedlots constructed after December 31, 1993 must
obtain signed certification before animals are stocked on the farm. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conservation
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
enc:
a
/-n Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Raleigh, North Corolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper