820611_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

4\
ANIMAL WA TE MANAGEMENT SYSTEM
O ERATQR !N CHARGE_
DE QNATIQN FOR"M
ANIMAL WASTE MANAGEMENT SYSTEM:
Facility 1D Number: county: Q� County: G.TD4rzr1
OPERATOR IN CHARGE t �,orc.
r�
Horne Mailing Address.. 1171 t- W r "d a e C1
City IYIA?C��04
Certificate # 2
Work Phonel l /0 1(0 �
Signatu
OWNER VI a
Social Securit
Home Phone
Date 7 - 1- 17
Mailing. Address. d-. City_A�S._A� &&anIR _
State Zip- 3b - Telephone# t 9Jn) 5gY-
Signatur �Date�7- I -
Please Mail to: WPCSOCC
Division of Water Quality
P. O. Box 29535
Raleigh, N.C. 27626-0535

.... -.PLAN OF.ACTION(Poa) FOR HIGH FREEBOARD -AT AKIMAL. FACILITIES
Facility Number: 82-611
County: Sampson
Facility Name: Gary Tanner
Certified Operator Name: Gary Tanner Operator Number:
995240
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID! 1 2
Spillway(Y or N): N N
Level(inches): 12 16
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3, Earliest possible date to begin land application of waste:
9/22/2018
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Gary Tanner
Facility Owner/Manager (print)
Phone: [phone]
Date: 10/15/2018
Facility Owner/Manager (signature)

AIWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director RECEIVED Secretary
November 3, 2010
Gary Tanner NOV 0 8 2010
Tanner Farm
1158 Country Club Road DENR-FAYEfTEVILLf REGIONAL OFFICE
Salemburg, NC 283 85
Subject: Certificate of Coverage No. AWS820611
Tanner Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Gary Tanner:
In accordance with your Notification of Change of Ownership received on November 2, 2010, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Gary Tanner, authorizing the
operation of the subject animal waste management system in accordance with General Permit
AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Tanner Farm, located in Sampson County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 5200 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS820611 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please nav careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mai! Servioe Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone]M$ Customer Service: "77-623-6748 North Carolina
Internet www-ntwaterquality.org �atl[rR!!t�
An Equal Oppulan ly % Arfi�miative AcWn Employer

If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP 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.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 -foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.izov/er/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
�D. d�
for Coleen H. Sullins
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820611)
AFO Notebooks
Murphy -Brown, LLC

A
As
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mark Godwin
Godwin Nursery SCD #1 & 2
1177 Eldridge Rd
Newton Grove, NC 28366
Dear Mark Godwin:
July 17, zoos FJU
ECEIVED
L 21=
GENR-FAYET LLE REGIONALOFHcE
Subject: Sludge Survey Testing Dales
Certificate of Coverage No. AWS820611
Godwin Nursery SCD #1 & 2
Animal Waste Management System
Sampson County
The Division of Water Quality (Division) received your sludge survey information on July 7,
2009. With the survey results, you requested an extension of the sludge survey requirement for
the two lagoons at the Godwin Nursery SCD #1 & 2 facility. Due to the amounts of treatment
volume available, the Division agrees that a sludge survey is not needed until 2012 for both
lagoons.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-6937.
Sincerely,
-A*d
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
1617 Mail Service Center. Raleigh, North Carolina 27699-1617
Location: 512 N. SaEisbury St. Raleigh. North Carolina 27604 One
?hone: 919-807-63001 FAX: [phone]' Customer Service: 1.877-623-6748 NorthCaroli na
Inlemet: wwvr.rcwaterquality.org � ,
An Equal Opportunity 1 Afim Oh -e Action Ernpio����iCra/�yEr j ✓(;

PRODUCER: Mark Godwin Nurseries 82-611
LOCATION: SR 1256
Newton Grove, NC 28366
TELEPHONE: [phone]
TYPE OPERATION: Wean - Feeder
NUMBER OF ANIMALS: 5200
(Design Capacity)
. s � It r1 -,zk-
ga-Wn
REMVFO
"R ;5 ZDV
The waste from your animal facility must be land applied at a specified rate to prevent pa
ifiNA;
u 1R7
of surface andlor 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. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft, tons. etc.)
5,200 animals X 0.42 (tons) waste/animal/year = 2,184 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 .animals X 0,48 lbs. PAN/animal/year = 2,120 lbs. PAN/year, (PAN from N.C.
Guide Std. 633) "3 Years site-specific data used Tech
see narrative
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
Total 1 _ 6.541 2,125.50 J
"This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2
T
Total 1 _ 6.541 2,125.50 J
"This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2j)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total -
` See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 8.54 2,126
Table 2
Total 6.54 2,126
Amount of N Produced 2,120
Surplus or [deficit 6
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr) Amount In_)
1,2 AuB Bermuda 0.5 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 1130 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
This plan is based on 3 years on farm pumping records. Grower has all of the records on site,
that were used to determine actual PAN, r
Page 4

M.
�f1.�.:��V�
.. is -.G ti_ _. €.7..... ♦ f�.�. ra.. .,i_ .... 1 � _ [�i.�„h ; 4� K n a Y. .��-... �
REQUIRED SPECIFICATIONS
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).
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 -
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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 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, 1995), 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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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 animal waste
during the crop season.
21 -Highly visible markers shall be installed to mark the lop 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal 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 7

';1. ;�;---��r�,i�^'�� 'k'�;�`_`�ti..���'r`i=i' �� a .r.. _ _`_ _�'�"('�..�. �yF_�. o- � �'�����(�ui.=�'=-�Y`;���.���'j�� z,:,•:� � :iati.'v.'e
-.-'c!;:�i; :�.Ii� s= �^�Zr.;. ��l r�Y;��..�.�t'nk _ a��.�-�J\.✓i�1•����7J1J ;fes � :i1 �� ..�' _- rte' '• ^' r-�+ - �i ,„+'
WASTE UTILIZATION FLAN AGREEMENT
Name of Farm: Godwin 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 Division of E=nvironment Management (DEM) 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 DEM upon request.
Name of Facility Owner:
(Please print)
Mark Godwin
Signature: G.--
LDate:
Name of Manager (If different from owner):
Signature:
Name of Technical Specialist: (Please print)
Affiliation: Murphy Brown, LLC
Address (Agency):
P.O. Box 856
Warsaw, NC 28398
Date:
_I 30
Toni W. King
U3 .�Signature: /1 Date
Page 8
1-3t -bU

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator.Name: Mark Godwin
Address: SR 1256
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Meld of Field
County: Sampson
Date: 04/10/2002
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
..
..Comments
��
r
■r
■■■moi■
r
�e�

Sheet2
TABLE 2 - Travelling irrigation Gun Settings
Make, Model and Type of Equipment: Nelson 100 gun ; 2.3" reel w/ 600' hose
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (inches) at Gun(psi) at reel(psi) Pattem Comments - Acres per pull

Sheet4
TABLE 4 - irrigation System Specifications
TABLE 5 - Thrust Block S cifications
Travelin g
Solid Set
Irriation Gun
Irrigation
Flow Rate of Sprinkler WPM2
100
90 degree bend
Operating Pressure at Pum psi
67.0
1.5
Design Precipitation Rate in/hr)
0.35
Gate Valve
Hose Length feet
600
XXXXXXXX
T of Speed Compensation
Mechanical
xxxxXXxX
Pump T PTO, Engine, Electric
Electric
Pump Power Requirement h
7.2
TABLE 5 - Thrust Block S cifications
THRUST BLOCK
LOCATION
AREA_(sq. ft.
90 degree bend
2.12
Dead End
1.5
Tee
1.05
Gate Valve
1.5
45 degree bend
1.14
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address P4 Box 759 Rvse Will NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs-
t . A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block kncations and buffer areas where applicable.
2. Assumptions and computatiws for determining total dynamic head and horsepower requirements.
3. Computations used to daterrnine all mainline and lateral pEpe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to deterrmra the size of thrust blocks and Illustrations of ail thrust 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.
,J
6, The information required by this form are the minimum requirements. it Is tate 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 pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wide► must be maintained between the limits of the Irrigation system and all
perennial steams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
System is designed for the use of a 2.3" Traveller w1600' PE hose, and a 1.5TPM Berkeley Pump and 10hp electric motor.
Field 2 added to plan with now setback requirements. Field one has been in pian since 11116194 so setbacks required
at the time of siting used for field 1. Wetted acres criteria used for field 1, effective criteria used for field 2.
Groover may bury underground pipe, or use above ground pipe for this system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.812 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
100 gpm
Wetted Diameter:
207 feet "based on 90% of manufacturer's table
Lane S ac'r s
0.75 inches
Desired Spacing
70%
Design Spacing(feet):
144.9 feet
Actual Spacing (feet):
160 feet
Actual Spacing (%):
77 %
Application Rate
"For buried pipelines, velocity
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradlus)squared)
Design App_ Rate =
0.35 in/hr
300 degree arc =
0.42 in/hr
220 degree arc =
0.58 in/hr
180 degree arc =
0.71 in/hr
Traveller Speed
Travel speed = 1,605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1,34 ft/min
220 degree arc =
1.61 ft/min
180 degree arc =
2.68 ft/min
Mainline VelocilY
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
2.55 filsec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 4 from back lagoon
Total distance: 1450 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.58 feet/100 feet
Max. Mainline loss = 8.4 feet or 3.6 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
27 psi 'engine drive
Elevation head:
0 psi
Mainline loss:
3.6 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.1 psi
TOTAL(TDH) =
87.0 psi or 200.9 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 / Pump effeciency
Pump Description: Berkeley B1.5TPM
Pump Efficiency: 70%
Horsepower Required: 7.2 Hp
Thrust Blocking
Thrust Block Area w Thrust 1 Soil Bearing Strength
Thrust:
1800 feet
Soil Bearing Strength:
1200 feet
End Cap:
1.5 ft2
90 degree elbow:
2.1 ft2
Tee:
1.1 ft2
45 degree elbow:
1.1 ft2
Pipe Preasure Ratigg Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 87.0 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net o itive Suction Head Check
Page 2

NPSHA: 24
NPSHR: 10,5 'from pump curve
!f NPSHA>NPSHR OK
Sheet?
Page 3

Sheet$
Page 1
ACREAGE CALCULATIONS
Pull #
Widt
Le� n4th
Start End
Stop End
Pull Acres Field #
Field Acres
1
168
522
0.302
0.155
2.47
1 4.92
2
170
510
0.302
0.155
2.45
3
127
270
0.176
0.1
1.06
2 1.83
4
104
207
0.176
0.1
0.77
6.75
Page 1

u'
r
16
9
r
17
4

warFjQG
r
0 -C
Mark Godwin
Godwin Farm
1177 Eldrigde Road
Newton Grove, NC 28366
Dear Mr. Godwin:
RKEIVED
JUL 25 2V
ON -FAY>: ULLEfROWURCE
July 13, 2007
Michael F. Easley, Governor
William G. Ross Jr., secretary
North Carolina Aepartment of Environment and Natural Resources
Coleco H. Sullins, Director
Division of Water Quality
QFJ�4c- �,� REGIt11+lAL ��
Subject: Sludge Survey Testing -
Certificate of Coverage No. AWS 820611
Godwin Farm
Animal Waste Management System
The Division of Water Quality (Division) received your sludge survey information and extension
request dated February 25, 2007. Due to the amounts of treatment volume available the Division
agrees that a sludge survey is not needed until 2008. The results of the 2008 sludge survey are to
be submitted by March 1. 2009. Please contact me at 919-715-6629 if you have any questions.
Best Regards,
Thomas Slusser, L.G.-
Animal Feeding Operations Unit
cc: Jay Zimmerman, Raleigh Regional Office
AFOU Central Files
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwatergpalitv.org location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAffirmative Action Employer— 50% Recyded110% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
IX40ifficaro '
Stur�
[phone]
[phone]
[phone]
[phone]

Marls & Lora Godwin
Godwin Nursery SCD #1 & 2
1177 Eldridge Rd
Newton Grove NC 28366
Dear Mark & Lora Godwin:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
OCT 15 2934
DENR-FAYU EYLLEREGIONALOFFICE
Subject: Certificate of Coverage No. AWS820611
Godwin Nursery SCD #1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Mark &
Lora Godwin, 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 AWS820611 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Godwin Nursery SCD #1 & 2, located in Sampson 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 September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keepin>;
and monitoring conditions in this_pemut.
Aquifer Protection Section —Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] /FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper
No�rthCarolina
Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules; standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray held.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief_
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. 1f you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820611
APS Central Files

;>r;2- Vii/
PRODUCER: Mark Godwin
LOCATION: SR 1256
Sampson Co.
TELEPHONE: [phone]
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 5200
(Design Capacity)
'k' Y
At 2 3 X03
V � .r
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste
show¢ be analyzed before each application cycle. Annual soil tests are strongly encouraged
so that all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of: the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greaW n 5 tons per acre per year. With special precautions, waste may be
applied to land g;at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or whan the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considgfq;# to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year(gallons, tt tons etc.
5,200 animals X 0.42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X 0.48 lbs. PAN/animaVyear
Guide Std. 633) -
2,184 (tons) waste/year.
2,496 Ibs. PAN/year: (PAN from N.C.
Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvue Per Acne Utilized Application
T861
1
AuB
Bermuda(H)
275
4.92
1353 March - Aug. 31
T861
1
AuB
Small Grain
100
4.92
492 S-Oct31; F -Mar.
T861
2
AuB
Bermuda(H)
275
1.83
503.25 March - Aug. 31
T861
2
AuB
Small Grain
100
1.83
183 S-Oct31; F -Mar.
Total 1 5.751 Z,531.251
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic meld expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients
This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
{Required only if operator does not own adequate land
[see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
Applicationrype Per Acre* Utilized
-rte �--
. r.
" See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.75 2,531
Table 2 0.00 -
Total 6.75 2,531
Amount of N Produced 2,496
Surplus or Deficit 35
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount (In.)
1,2 AuB Bermuda 0.6 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY_
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS_ In no instance should the volume of
waste being stored in your structure exceed Elevation `see lagoon design.
Call the focal Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are irrigated acres.
Producer should follow the pumping windows_ _ shown for small grain. Must harvest small grain
by April 7th of each year.
Page 4

REQUIRED SPECIFICATIONS
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.
Page 5

!'r�4�� 'LL r �:�^E'� � hq !y'k�'h� ,l'^ s � sr. � -'i_ Hs,.ti r-
a s .ek. L h-,-:"•.'�i..f' �Y�;•r,.. ..-e.�:.... 3- r:..ar,:s:k.,.;." r�`s,7.S�..-a; �3 F.
REQUIRED SPECIFICATIONS
(continued)
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 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 shalt 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, 1955 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 (outer than an irrigation stitch or canal.
Animal waste other than swine waste from facilities sited on or after October 1, 1985),
shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter
Strips).
12
13
14
1s
16
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner -
Waste shall be applied in a manner not to reacts other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "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 courses no runoff or drift from the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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. Berns 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 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 ane applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soil shall be monitored and
aitemative crop sites shall be used when these metal 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 7

WASTE„ UTILIZ6TIQN PLAN AGREEMENT
Name of Farm: Mark Godwin
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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner. Mark Godwin
O%ase Ami
Signature: Date: y
Name of Manager (1f different from owner):
Signature: Date:
Name of Technical Specialist: (please pdno Kraig A. Westerbeek
Affiliation: _ Murphy Family Farms
Address (A
Signature:

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Maris Godwin
Address: SR 1256
Telephone: [phone]
Table 1 - Fietd.Specifications
Approximate
Maximum
Useable Size
Field of f=ield
County; Sampson
Date: 04110/2002
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
-�

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Nelson 100 gun ; 2.3" reel w/ 600' hose
Y r Y YI PI PPYIYIgY�II�I�I�PPIII..Pp��Iq����Ul� 1
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Ari
I-h(drard Na. (ftlmin) __ fin/hr.) Width ft.) Lencth(fi��feet�(lnches) at Gun(psi) at reel(psi) Pattern Comments - Acr���il

Sheet4
TABLE 4 - Irrigation System Specifications
TABLE S - Thrust Block Specifications
Traveling Solld Set
Irrioation Gun Irrigation
Flow Rate of Spnnkler m
100
Op2rating Pressure at Pum
87.0
Design Precipitation Rate mfir
0.35
Hose Length feet
$00 XXXXX)=
Type of Speed Compensation
Mechanical XXXXXXXX
Pump T PTO, Engine, Electric
Electric
Pump Power Requirement h
7.2
TABLE S - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA . ft.
90 degree bend
2.12
Dead End
1.5
Tee
'1.05
Gate Vafve
1.5
45 degree bend
1.14
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy -Brown, LLC
Address• PO Box 759 Rose Will NC 28458
Phone: [phone]
r.
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 kmmtlons, pipelines, 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 mainllne and lateral pipe sizes.
4. Sources andfor c alculadona used for determining application rates,
J
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturers specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufactureee specifications for the Irrigation pipe and/or USDA -MRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum 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 pond embankments without the approval of the designer.
NOTE: A buffer strip of SU or wider must be maintained between the fimita of the irrigation system and all
perennial stimme and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
System is designed for the use of a 2.3" Traveller w/ 600' PE hose, and a 1.5TPM Berkeley Pump and 10hp electric motor.
Field 2 added to plan with new setback requirements. Field one has been in pian since 11/16/94 so setbacks required
at the time of siting used for field 1. Wetted acres criteria used for field 1, effective criteria used for field 2.
Grower may bury underground pipe, or use above ground pipe for this system.

4•
Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.812 Inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 100 gpm
Wetted Diameter. 207 feet 'based on 90% of manufacturer's table
Lane Spacings
Desired Spacing (%):
70%
Design Spacing(feet):
144.9 feet
Actual Spacing (feet):
160 feet
Actual Spacing (%):
77%
Aaglication Rate
Application Rate =(98.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate -
0.35 in/hr
300 degree are =
0.42 in/hr
220 degree arc =
0.38 in/hr
180 degree arc=
0.71 in/hr
TLa el er Saeed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (n.) =
0.75 inches
300 degree are =
1.34 ft/min
220 degree arc =
1.61 ft/min
180 degree arc =
2.68 ft/min
Mainline Vgloclty
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
4 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction-LQss
Most distant hydrant: 4 from back lagoon
Total distance: 1450 feet
Friction Loss is figured using HazenWilliam's Equation
Friction Loss= 0.58 feet/100 feet
Max. Mainline Loss = 8.4 feet or 3.$ psi
Total Dynamic He
Sprinkler Pressure:
50 psi
Loss through traveller:
27 psi "engine drive
Elevation head:
0 psi
Mainline loss:
3.6 psi
Suction head and I€ft:
2.2 psi
5% fitting loss:
4.1 psi
TOTAL(TDH) =
87.0 psi or 200.9 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B1.5TPM
Pump Efficiency: 70%
Horsepower Required: 7.2 Hp
Tharst Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
1800 feet
Soil Bearing Strength:
1200 feet
End Cap:
1.5 ill
90 degree elbow:
2.1 ft2
Tee:
1.1 ft2
45 degree elbow:
1.1 ft2
i Check
Pressure Rating of Pipe to be Used: 160 psi
Max Pressure on system when running: 87.4 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Pos(tive Suction Head Check
Page 2

NPSHA: 24
NPSHR: 10.5 *from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Sheets
Page 1
j
Page 1

ul
�-
T
Q-
r
=
u�
4c*—
0
0
N

BERKELEY PUMPS
TYPE "B" RATING CURVES
MOTOR DRIVE
CURVE 4075
DATE -2-M
PAGE 1.02
SUPERSEDES
All previovsly Owed
4075 Curves. j
c"at wswww C.I. Pm is& L01015 madk"L01018 Nominal iL#jc 3600
brfeaff; Mewww C.L pe& *a, S07 36 7 m.& N.,,S07367 w,*. 6} Full Based on Fresh Water 0 W F.
Maximum Working Pressure: M PS
20C
1 175
3
150
125
log
75
50
J 1 25
00 10 -20 30 40 54 60 70 30 90 100 110 120
CAPACaY I% U.& GALLONS PeR MINUTE
C-5035 T-3207 uoq— C-5035 now 3-1-72 0-7-30-35 moaaB 1/12TPL
v p
meww C -L PazLNe. LOON wsce4.mik 1-01018 Nominal a-P.AL 3600
atfttw C.I. P. -m " M01298 17/IlUhseco. P&L See belovr vw 6-9/16' Based on. Fresh Water 0 80' F.
S32401 (I I U) Maximum Working Pressure 150 PSI
.. ... ........... ...... .. . ........ .... . ........... " ...... -A - ......
4, ............. . ......
7
...... .... 40-4- --- ---
...... ..... .. ......... .. ..... ...
.......... ...... ..... ----- ... .......
20
.. ........ .......
5 ... ...... . ...... ..... ... .. F. 3
/122 to
...... ...... ...... .. ..... .... . ...... ............ ---.......f.. ......... ........... .... ...
Z,
27 _7
200
7 ..... ....... .... ....... . ......... z
I . .. ..... ..... .... .. ......... t..-
7 . ...... .. ........ .
175,6.
7 Pi ... ...... ..
.. ....... ...... ..... ... -.-.--. . - .....
......
-.
]so . .... ............
..
j
60
7
125F7777—
. 7...... .. .. ..
T
75
7
..A ......
...... ....... ........
.... . .... . . ..... - - -------
.................. ....... ...... I ... .. .... ...... =........._...................... _.... _.........
0 so 100 150 200 250
1�
00 10 -20 30 40 54 60 70 30 90 100 110 120
CAPACaY I% U.& GALLONS PeR MINUTE
C-5035 T-3207 uoq— C-5035 now 3-1-72 0-7-30-35 moaaB 1/12TPL
v p
meww C -L PazLNe. LOON wsce4.mik 1-01018 Nominal a-P.AL 3600
atfttw C.I. P. -m " M01298 17/IlUhseco. P&L See belovr vw 6-9/16' Based on. Fresh Water 0 80' F.
S32401 (I I U) Maximum Working Pressure 150 PSI
.. ... ........... ...... .. . ........ .... . ........... " ...... -A - ......
4, ............. . ......
7
...... .... 40-4- --- ---
...... ..... .. ......... .. ..... ...
.......... ...... ..... ----- ... .......
20
.. ........ .......
5 ... ...... . ...... ..... ... .. F. 3
/122 to
...... ...... ...... .. ..... .... . ...... ............ ---.......f.. ......... ........... .... ...
Z,
27 _7
200
7 ..... ....... .... ....... . ......... z
I . .. ..... ..... .... .. ......... t..-
7 . ...... .. ........ .
175,6.
7 Pi ... ...... ..
.. ....... ...... ..... ... -.-.--. . - .....
......
-.
]so . .... ............
..
j
60
7
125F7777—
. 7...... .. .. ..
T
75
7
..A ......
...... ....... ........
.... . .... . . ..... - - -------
.................. ....... ...... I ... .. .... ...... =........._...................... _.... _.........
0 so 100 150 200 250

200
GUN ®
PERF O CE TABLE
BTG
RING
NOZZLES
ERIES BIG GUNS —
24° TRAJECTORY
l5a R RING NCJ7ZLE5
SERIES BIG GUNS —
24° TRAJECTORY
100 R RING NOZZLES
150
+
_ 100
NOZZLE
NOZZLE
H071.34E
1i0ZILE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
1.2b.
NOZZLEF857
DIA
.B4S
.977
.965
GPM AIA
.112
.756
SPM
.BI2
DIA
6P11
GPM DIA
GPM DIA
6PIi
D IA
PSI
GPM DI A
GPM
DIA
6PM
325
300
50
100 245
-130 265
50
74 2 20
BB
225
100 230
115 240
!Z9 250
141 270
255
154 775
10
!83
260
2BO
60
81 235
45
Za0
110 245
135 265
135 ?7
152 290
177 795
19B
300
70
88 245
104
?50
118 260
275
145 ?85
!b3 300
141
128 280
1b5 300
BO295
94 255
111
255
127
285
15Z
173 310
315
224
325
90
94 265
117
275
134
295
16 305
182 320
212 325
236
335
100
105 270
124
280
142-
310
380
405
415
475 435
200
SERIES BIG
GUNS — 270 TRAJECTORY
200 R
RING
NOZZLES
ERIES BIG GUNS —
24° TRAJECTORY
l5a R RING NCJ7ZLE5
NO
XOZZLE
150
+
NOZZLE
NOZZLE
H071.34E
NOZLE
NOZZLE
NOZZLE
NOZZLE
1.08
l.IB
1.2b.
GP -f
DIA
.66
.97
GPM AIA
GPM AIA
6P11 DIA
SPM
AIA
6P11
D A
PS.I
SPM- DIA
GPM DIA
-
:30
325
300
50
100 245
-130 265
lbs 285
205 300
255 320
S35
3oo
335330 350
355
50
350
365
60
110 260
Ida ZBO
187 300
310380
315
245 330
275
245 50
355
365
415
380
70
120 X70
155 240
197
2I�320
260 340
315 360
380
445
375
80
128 280
1b5 300
330
275 350
335 3-70
405
370
475
405
90
135 290
175 310
223
740 360
355 3-80
425
400
500
415
100
- 143 X00
1E5 320
235 340
855
505
90
310
380
200
SERIES BIG
GUNS — 270 TRAJECTORY
200 R
RING
NOZZLES
NOZZLE
NOZZLE
NOZZLE
NO
XOZZLE
NOZZLE
NOZZLE
+
1.29-
1.46
1.56
1.b6
DIA
1.74
GPIs
DIA
GPM DIA
GP -f
DIA
PSI
GPM
DIA
GPM
AIA
6PlSl-:DIA
GPM
:30
325
300
355
350 370
410
340
470
405
535
5s5
420
440
640
695
435
455
50
bO
.250
340
330
370
385. 390
1 445
410
15
5. 555
425
440
630
455
755
475
70
270
355
355
385
415'. 405
480
425
590
455.
b75
470
B05
490
80
290
370
380
400
445 420
515
440
455
620
470
715
485
855
505
90
310
380
405
415
475 435
545
465
6
480
755
500
'900
520
100
375
390
435
425
500 445
575
.
1r
t
J

- - start-up & operation - -
23A PERFORMANCE GUIDE
23A WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
HIMSON
SPRINKLER
SYSTM
*IRRIGATED
TRAVEL SPEED - FEET PER HOUR
SR100
PERFORMANCE
INLET
AREA
40
50
75
100
125
158
173
8 NO2:
PSI GPM DLA
PSI
WIDTH X LNGTH
.712'
50
74
220
78
154 X 677
1.0
0.8
0.5
0.4
0.7
0,3
0.2
Ring
60
81
235
a8
165 X 682
1.0
0.8
0.8
0.4
0.3
0.3
0.2
of V-,
70
68
245
101
172 X 686
1.1
0.9
0.8
0.4
0.3
0.3
112
Taper
SD
94
255
114
179 X 689
1.1
0.9
0.6
0.4
0.4`
0.3
Q�
_768-
50
Be
225
61158
X 679
1.2
0.9
0.6
0.5
0.4
0.3
0.3
RI
60
96
240
95
160 X 664
1.2
1.0
0.6
0.5
0.4
0.3
03
sf .
70
104
250
109
1T5 X See
1.3
1.0
0.7
0.5
0,4
0.3
0.3
Taper
60
111
265
122
186 - X 693
1.3
1.0
0.7
0.5
0.4
0.3
0.3
.812'
50
100
230
87
151 X 681
1.3
1.0
0.7
0.5
0.4
0.3
0.3
Ring
60
110
245
102
172 X 686
1.4
1.1
0.7
0.5
0.4
0.4
0.3
or .T-
70
118
260
116
162 X 591
1.4
1.1
0.7
0.5
0.4
0.4
0.3
Taper
80
127
275
131
133 X 696
1.4
1.1
0.7
0.6
0.4
0.4
0.3
.657"
50
115
240
95
168 X 684
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60
125
260
110
182 X 691
1.4
1.2
0.8
0.6
0.5
0,4
0.3
0r.75'
7D
135
275
126
193 X 596
1.5
1.2
0.8
0.6
0.5
0.4
0.3
Taper
60
145
265
143
200 X 700
1.5
1.2
0.8
0.6
0.5
0.4
0.3
HOURS FOR 600 FEET OF TRAVEL•
15.0
12.0
8.0
6.0 1
4.8
4.0 i
3.4
System inlet pressors shown above Is for Tutblee Ortves. Eagioe Drives will be approx 10 PSI lower.
'Ares eamsd ve" *orf dapesding ea vied easdfthms, fisld dimnlue sed m of uampeemad s*rieklom
Ths srsrsds area coveted per res Is 2.8 sass.
The 'System inlet Pressure' b the prtssurs 1101rsd at the traveler Inlet. It Includes allowances for the traveler plumbing end
drhe, PE tube and eprinkier pressure. Turbine drives will require sddlLaasl pressure at Wilber speeds. 0 does abl Ipciude aef
pressure allowances for field almllaa or mainline pressors [*ss.
Use Me small gearbox pulley at gtvsnd speeds above 75 feel per boat.
NOTE Specifications ars sab[eel to change wltaeW notice. n9i0=11-4
21
i

DRAFT `►
Field Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans and J.C. Barker
Information presented in manufacturers charts are based on average operating conditions for
relatively new -equipment. Discharge rates and application rates change over time as
equipment gets older and components wear. Operating an irrigation system differently than
assumed in the design will alter the application rate, uniformity of coverage, and
subsequently the application uniformity. Operating with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. 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.
Irrigation equipment should be calibrated on a regular basis to ensure proper application rates
and uniformity. Calibration is a simple procedure involving collecting and measuring the
material being applied at several locations in the application area. Calibration helps ensure
that nutrients from animal waste are applied efficiently and at proper rates.
General Guidelines
The calibration of a hard hose or cable tow system involves setting out collection containers,
operating the system, measuring the amount of wastewater collected in each container, then
computing the average application volume and application uniformity.
An in-line flow meter installed in the main irrigation line provides an accurate and easy
method of computing average application volume for each irrigation cycle.
Any number of containers can be used to collect flow and determine the application rate.
Standard rain gauges work best and are recommended because they already have a graduated
scale from which to read the application amount without having to perform mathematical.
conversions.
Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used
provided the container is deep enough to prevent splash (at least 4 inches deep), excessive
evaporation, and the liquid collected can be easily transferred to a scaled container for
measuring. All containers should be the same size and shape to simply application depth
computations.
All collection containers should be set up at the same height relative to the height of the gun
discharge elevation (nozzle). The top of the container should be no more than 36 inches
above the ground.
Collectors should be located so that no interference from the crop occurs.

Calibration should be performed during periods of low evaporation. Best times are before 10
am or after 4 pun on days with light wind (less than 5 MPH). On cool, cloudy days the
calibration can be performed anytime during the day.
The volume collected during calibration should be read as soon as a zone or sprinkler is shut
off to minimize evaporation from the rain gauge. Where a procedure must be performed
more than once, containers should be read and values recorded immediately after each
different set up.
Calibration set-up for Hard Hose and Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated by placing a row (transect) of
collection containers perpendicular to the direction of travel, Figure 1. Multiple transects
increase the accuracy of the calibration.
Real
Transect of Left Right
Collection 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 6
GemQue —>o 0 0 o a a 0 0 0 0' 0 0 0 0 0 a
Gun
Cart
Diractlan
of Travel
At least one
Wetted Diameter Wetted Diameter
(320 feet) End of Field
Figure 1 General layout and orientation of collection gauges for calibration of a hard
hose traveler irrigation system
Containers should be spaced no further apart than 118 the wetted radius of the gun (1116 of
the wetted diameter) not to exceed 25 feet. This means that at least 16 gauges should be used
in the calibration. Gauges should be set at least one full wetted diameter of throw from either
end of the travel land.
0

k
The system should be operated such that the minimum travel distance of the gun cart exceeds
the wetted diameter of throw. Application volumes should be read as soon as the last gauges
stop being wetted. '
Cal;'bration Procedures
1. Determine the wetted diameter of the gun.
2. Determine the necessary spacing between collection gauges. For a wetted diameter of
320 feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Determine the number of gauges required. (Minimum number is 16). Label gauges
outward from the gun cart as either left of right (Ll, L2, L3, etc; RI, R2, R3 etc.)
4. Set out gauges along a transect as labeled and shown in Figure 1, equally spaced at
the distance determined in item 2 (20 feet). The transect should be at least one wetted
diameter from either end of the pull.
4. Operate the system for the time required for the gun to completely pass all collection
containers. Record the time of operation (duration in minutes) and distance traveled in
feet.
5. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an
example)
6. Identify those gauges that fall outside the effective land spacing, Figure 2. This
volume is the overlap volume that would be collected when operating the system on
the adjacent lane.
7. Superimpose (left to right and vice versa) the gauges just outside the effective width
to the gauges just inside the effective width. Add the volumes together. For the layout
shown in Figure 2, the volume collected in gauge R8 is added to gauge L5; R7 is
added to L6; LS is added to R6; and L7 is added to R6. This is now the application
volume within the effective lane spacing adjusted for overlap.
8. Add the amounts in #7 and divide by the number of gauges within the effective area.
Trois is the average application volume (inches).
Average application volume =
sum of amounts collected in all gauges
number of gauges within effective width
distance traveled (ft)
9. Compute the average travel speed =
time (min)
3

Lane 1
Real
Left
9 7 8 6 4 3 2 1
ool000a o 0
I A
Lane 2
Left Right
8 7 9 8 4 3 2 1 1 2 3 4 5 0 7 8
O 010 0 0 0 0 0 O O O O O 010 O
Right ! I
1 2346 g1 8 Gun I
00000 00 Cart
I I Directlon
I I of Travel
I �
I �
I I
I
I
�Q-- Effective Lane Spacing
(224 feet)
I
I
Effective Lana Spec!
(224 feet)
.Figure 2 Accounting for overlap when calibrating a hard hose traveler system.
10. Determine the application uniformity. (Christiansen Uniformity Coefficient)
average catch - average deviation from average catch
U, __ ____ ___ _-----__� ____-- X 1.00
average catch
The average catch is the value computed in item 8. The average deviation from the
average catch is the determined by computing the difference between each container
catch and the average catch.
10. Interpret the calibration data and make necessary adjustments. _
For travelers with proper overlap and operated in light wind, an application _
uniformity greater than 80 percent is common.
Application uniformity between 60 to 80 percent is in the "good" range and is
acceptable for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U,, is less than 60 percent,
system adjustments are required. Contact your irrigation dealer or Certified Technical
Specialist for assistance.
4

Wettable Acres Determination Certification
Name of Facility: .! % r, f\--JC50--J1-k--I Facility Number --%7. 44 11
Owners) Name. ��G-,A— Go", r% Phone No: Lciybb) 51'c{ —a1 Lc ,-) -
Mailing Address: l 1 I'I L— t Lv' { ClG a$3 io(c
By sinning this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination_ All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: /. Date:-jU--O�
Technical Specialist Name:
Technical Specialist Sign
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application equipment has been inst lled according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Atm: Sonya Avant
No. -Discharge Compliance Unit
Division of Water Quality
1617 Mail Senice Center
Raleigh, NC 27699-1617
NVADC -- 5199

VMSTE UTILIZATION PLAN
PRODUCER: Mark Godwin
LOCATION: SR 1256
Sampson Co_
TELEPHONE: [phone]
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 5200
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where 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_ Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities_ Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding:at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, orwhen the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-1.0217 adopted by the Environmental Management Commission_
Page }

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons ft, tons, etc.)
5,200 animals X 0.42 (tons) waste/animal/year = 2,184 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
5,200 animals X 0.48 lbs. PAN/animal/year = 2,496 lbs. PAN/year, (PAN from N.C.
Guide Std. 633) - Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T861
1
AuB
Bermuda(H)
275
4.92
1353 March - Aug. 31
T861
1
AuB
Small Grain
100
4.92
492 S-Oct31; F -Mar.
T861
2
AuB
Bermuda(H)
275
1.83
503.25 March - Aug. 31
T861
2
AuB
Small Grain
100
1.83
183 S-Oct31; F -Mar.
Total [__ 6.751 2,531.25 1
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land
[see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
' See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.75 2,531
Table 2 0.00 -
Total 6.75 2,531
Amount of N Produced 2,456
Surplus or Deficit (35
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application . Application
No. Rate (In/Hr) Amount (In.)
1,2 AuB Bermuda 0.6 .5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are irrigated acres.
Producer should follow the pumping windows shown for small grain. Must harvest small grain
by April 7th of each year.
Page 4

4' :.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 property 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
himlher 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.
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 fitter 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.)
Liquid waste shalt 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

-WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 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, 1995),
shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter
Strips).
12
13
14
15
16
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "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 courses no runoff or drift from the site.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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
possiN ity 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 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 element. Zinc and copper levels in the soil shall be monitored and
alternative crop sites shall be used when these metal 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.
Fuge 7

• __ t
WASTE UTILIZATION PLAN- -
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Maris Godwin
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 Division of Environment Management (DEM) 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 DEM upon request_
Name of Facility Chvner
(Poeese print)
Marie Godwin
Signature: Date
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (PYease print) Kraiq A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill,,,NC 28458
Signature:
Page 8
`. Date:

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Mark Godwin
Address: SR 1256
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Sampson
Date: 04/10/2002
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
Number�-
.•-
••�3
ILT41i�HOComments

5heet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Nelson 100 Run ; 2.3" reel w/ 600' hose
Field No. Travel Application TRAVEL VANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull

Sheet4
TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Block Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler ( m)
100
Operating Pressure at Pump psi
87.0
Design Precipitation Rate (in/hr)
0.35
Hose Length (feet)
600 XXXXXXXX
TyeE of Speed Comp±nsation
Mechanical XXXXXXXX
Pump T PTO, Engine, Electric
Electdc
Pump Power Requirement h
7.2
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA -(sq. ft.
90 degree bend
2.12
Dead End
1.5
Tee
1.05
Gate Valve
1.5
45 degree bend
1.14
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Nagle; Kraig Westerbeek
Company: Murphy -Brown, LLC
Address. PO Box 759 Rose Hill, NC 28458 /
Phone: [phone]
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, pipelines, 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 pfpe sltes
4 Sources and/or calculations used for determining applicatlon rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust 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-NRCS standard for IRRIGATION WATER CONVEYANCE.
S. The Information required by this form are the minimum 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 pond embankments wfthout the approval of the designer.
NOTE: A buffer strip of 51Y or wider must be maintained between the limfts of the Irrigation system and all
perennial streams and surface waters per NC Statutes.
f
3. Computations used to determine all mainline and lateral pfpe sltes
4 Sources and/or calculations used for determining applicatlon rates.
5. Computations used to determine the size of thrust blocks and Illustrations of all thrust 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-NRCS standard for IRRIGATION WATER CONVEYANCE.
S. The Information required by this form are the minimum 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 pond embankments wfthout the approval of the designer.
NOTE: A buffer strip of 51Y or wider must be maintained between the limfts of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of irrigation System Operation
System is designed for the use of a 2.3" Traveller w1600' PE hose, and a 1.5TPM Berkeley Pump and 10hp electric motor,
Meld 2 added to plan with new setback requirements. Field one has been in plan since 11/16/94 so setbacks required
at the time of siting used for field 1. Wetted acres criteria used for field 1, effective criteria used for field 2.
Grower may bury underground pipe, or use above ground pipe for this system.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.812 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 100 gpm
Wetted Diameter: 207 feet 'based on 80% of manufacturer's table
Lane Spacings
0.75 inches
Desired Spacing (%):
70 °k
Design Spacing(feet):
144.8 feet
Actual Spacing (feet):
160 feet
Actual Spacing {%}:
77%
Application Rate
`"For buried pipelines, velocity should be below 5 feet per second
Application Rate =(96.3xFlowrate)f(3.1415x(.9xradius)squared)
Design App. Rate =
0.35 in/hr
300 degree arc =
0.42 in/hr
220 degree arc =
0.58 in/hr
180 degree arc =
0.71 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app_ (in.) =
0.75 inches
300 degree arc =
1.34 ft/min
220 degree arc =
1.61 ft/min
180 degree arc =
2.68 ft/min
Mainline_ Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
`"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
4 inches
Velocity-
2.55 ft/sec-
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 4 from back lagoon
Total distance: 1450 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.58 feet/100 feet
Max. Mainline Loss = 8.4 feet or 3.6 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
27 psi 'engine drive
Elevation head:
0 psi
Mainline loss:
3.6 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.1 psi
TOTAL(TDH) =
87.0 psi or 200.9 feet
Horsep2wer Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B1.5TPM
Pump Efficiency: 70%
Horsepower Required: 7.2 Hp
Thrust Blockina
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust:
1800 feet
Soil Bearing Strength:
1200 feet
End Cap:
1.5 112
90 degree elbow:
2.1 ft2
Tee:
1.1 ft2
45 degree elbow:
1.1 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 87.0 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
et Positive suc 'on Head Check
Page 2

NPSHA: 24
NPSHR: 10-5 *from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

Sheet8
Page 1
ACREAGE CALCULATIONS
I
�
Pull #
Width
Length ;Start End
Stop End ;Pull
Acres;Field #
1Field Acres
1
1681
5221 0.302
0.1551
2.471
11 4.92
2
1 1701
5101 0.302
0.155
2.451
;
3
1271
2701 0.176
0.1 i
1.061
21 1.83
4
1041
207 0.176
0.1
0.77
1
!
;
1 6.75
!
€
I
i
#
i
I
1
i
!
i
I
i
i
i
I
I
f
1
iI
I
I
I I
E
I I
Page 1

, � i me n: U• 5e
a - r
i0^
ivOf~��-c
s
Godwin
Scale:
1 =2001
T
N

BERKELEY PUMPS
TYPE "B" RATING CURVES
<
B
D
ERKELEY�";
A MOTOR DRIVE
E - -- 'OP
CURVE 4075
DATE 1-2-S6
PAGE 1.02
SUPERSEDES
All previously issued
4075 Curves
C...: M&v^w C, 1. P.rLlia L01018 W--k"Lojolg Nominal P-P,m 3600
u&mem c.l. Pam pm. S07 367 m.� pj.,SC7367 Dg.,Gj Pull Based on Fresh Water 0 8(r F.
Maximum Working Pressure 150 PSI
...........
. .......... -r,.:,.:,...... .- ­
... .......—.4......_.
--- -, 'T.....r... ..—.1—
.............
""
.............
...........
1 ..........
30
..... ..... ...........
. . .
...... .....
......
............
....
------- -------
20
...
..........
-----
----------
.
.. -..... ..........
--
--------
..».--.... . .
.... . ...
. ... .... ... .. .
...... I ----
..... .....
--- . .
.
..... . . . ......... .». ..
....... .
.......... ......... . . .. - -----
I ..... ... ...........
.............
I ....... ...
- ----
.......... .........
.......... . ...........
.
...........
........... ....
............
10
..... . ................
. .....
..........
.......... ............
..
......._.r_....... ...
. ..........
. . ..........
..
.... ............
......
.........
20*
'1"......:..
0 z
...........
............
...........
.... ­.: .
....... ........
f-....... .. .....
....... .......... ----------- I
-- --------- I ..
..........
... ... — ..
.....
----------------
--
...... .
......... .+-----...... .... --------•-
--
22 175
1-5-i4p)
.
........ . .
......
----------
- ------ ...... .
f
........ . . .... ....
----------
.7
.. ........ . . ...........
....
....... . .
150
—A ...........
1...-._....r.
........... i ..... .....
.......
........
... ........ ....... ...
-\ .. .... ...................
12
-------- -- I ..........
-----------
........... . ...... : -------- — .............a__._.__._._..........
. . .....
. ..... I ----------
..... . ..................
....1..
1....
de 100
.........
N..........
T
75
L ........ ............
.. ....
.......
10 —j
L. . ........ .. . ... ...... . ....... i
7
25 —77777=
t.
.. .... .. .......
0 to 20 30 40 511) 60 70 $o 90 100 110 120
CAPACITY IK U.S. GALLONS PER MINUTE
>MOQef3 1/12TPL
T-3207 -q�,.,�.e., C-5035 on 3-1-72 n— 7-30-85
t' NV o..iaah�w C.1. PoLma. LOIO18 msw-.x& 1-01018 Nominal FLP, W, 3600
w4teaw C.I. P*m No. M07298 (7/8U)m..ft N& See below Di.. 6-9/16R Based on Fresh Water 0 80* F.
S3240](11 U) Maximurn Working Pressure: 150 PSI
.... ......
30
4. ........ . i ...
-------
20
...... :ISP:.7/8 'U* U1..
..... . ... . .......... ...... ....•I
. .. . ........
225 ........ .. .... .. ... ...
-60% 1 ........... 7 j M07538 S34238
ho. -HP). 70% -40 M0729S
s7simir S32401-
73% . ... . ....
2001 74°e ET7T'C MCrL—.:-,:. 0
.... ......... . . .
7S%
175—
!6
150r--
J%*Dia(5 Hpl di 430%
................... . .............. - - - - - - - - - - - - - - I .................. ...... ..
........... .
00 15() ?00 250
CAPAC;TY IN V.S. GALLONS PER MINUTE

3IG GUN° PEROMANCE TABLES
flp SERIES BIG GUNS --- 240 TRAJECTORY
17.7127
OZZLE NDZZLE NOIZL€ NOZZLE
768 .812 .857
.712 .
PSI 6P1S DIA 6PM DIA GPM DIA £PM DIA
50
74.
220
BB
225
60
B1
235
96
240
70
88
245
104
350
BO
94
255
1.11
265
90
99
265
117
275
100
105
270
124
2B0
100
230
115
240
110
245
125
260
118
260
135
275
127
275
145
285
134
285
154
295
142
245
162
305
310
400
143
300
rtSp FRIES BIG GUNS - 241, TRAJECTORY
N077LE NOZZLE NOZZLE NOZZLE
.86 .97 1. OB IiiD
PS.I GPM DIA GPM DIA 6PM - DIA GPM DIA
50
100
245
,130
365
60
110
260
14.E
260
70
120
2'70
155
790
60
12B
264
165
300
0
135
290
175
310
400
143
300
185
320
165
285
205
300
182
300
225
315
197
310
245
330
21-0'320
260
3340
223
330
275
350
235
340
290
380
200 SERIES BIG GUNS -- 270 TRAJECTORY
NOZZLE NOZZLE
1.29 4.46
E?;1 D I A 5Ph D I A
_30
325
300
355
250
340
330
370
270
355
355
3B5
290
370
380
400
310
360
405
415
325
390
425
425
NOZZLE NOZZLE
1.56 1.66
8P1`I DIA GPM DIA
3.50 370 410 390
385 390 445 710
415= 405 480 A25
445 420 515 440
475 435 545 455
500 445 575 465
10Q R RING NOZZLES
NOZZLE MILE NOZZLE
. 895 . q27 .965
GPM DIA 6PIS DIA GPI - DIA
129
150
150
255
167
260
1A1
270
164
275
183
280
152
290
177
295
198
300
163
300
1B4
305
211
315
173
310
201
315
224
325
162
320
212
325
236
335
150 R RING NOZZLES
NOZZLE NOj1LE NOZZLE
1.26 1.34 1.#1
6?!1 DIA 5?li DIA 6X14 DIA
255
320
30Q
335
350
350
175
335
3330
350
3B5
365
2.5
350
355
365
415
380
315
360
380
3BQ
445
395
335
T70-
405
590
475
405
355
380
425
400
500
415
200 R RING NOZZLES
KOZZLE
NOZILE
_ NOZZLE
i.74
1.63
1.43
6P
DIA
6P11
DIA
GN
DIA
470
405
535
420
640
435
51.5
425
Sky
410
695
455
555
440
630
455
755
475
590
455
675
470
B05
440
625
470
715
485
855
505
660
A80
755
500
900
520

- - start-up & operation - -
23A PERFORMANCE GUIDE
23A WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
NELSON
SPRINKLER
SYSTM
-IRRIGATED
TRAVEL SPEED - FEET PER HOUR
SR1DO
FERFORA%NC£
tNLET
AREA
40
50
75
100
725
150
175
d NOZ-
PSI GPM I OLA
PSI
WIDTH X LAID 11
.712"
50
74
M
75
154 X m
1.0
0.8
0.5
0.4
0.3
0.1
0.2
Ring
60
81
235
88
165 X 682
1.0
0.8
0.5
0.4
0.3
0.3
0.2
or Y:
70
88
245
101
172 X 686
1.1
0.9
0.6
0.4
0.3
0.3
0.2
Taper
60
94
255
114
179 X 689
1.1
0.9
0.6
0.4
0.4'
0.3
0.3
,768-
50
88
225
81
158 X 579
1.2
0.9
0.5
0.5
0.4
0.3
0.3
Ring
60
95
244
95
168 X 654
1.2
1.0
D_6
0.5
0.4
0.3
D.3
or.
7D
104
250
109
1
175 X 688
1.3
1.0
0.7
0.5
D.4
0.3
0.3
Taper
80
111
265
122
786 X 693
1.3
1.0
0.7
U.S
0.4
0.3
0.3
.812"
50
1011
21087
161 X 6"
1.3
1.0
0.7
0.5
0.4
0.3
0.3
Ring
60
110
245
1C2
172 X sm
1,4
1.1
0.7
0.5
0.4
0.4
0.3
cr.7-
70
118
250
116
182 X EB1
1.4
1.1
C.7
0.5
0.4
0.4
0.3
Tapas
80
127
275
131
193 X 636
1.4
1.1
C_7
0.6
C.4
0.4
0.3
_657"
50
115
240
95
168 X 684
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60
125
250
110
182 X 641
1.4
1.2
0.8
0.6
0.5
0,4
0.3
or _7.5"
70
135
275
125
193 X 696
1.5
1.2
0.8
0.5
0.5
0.4
0.3
Taper
80
145
2&5
143
200 X 700
1.5
1.2
0.6
0.6
0.5
0.4
0.3
HOURS FOR 600 ac -7 OF TRAVEL
15.0
12.0
5.0
6.0
4.8
4.0
3.4
System inlel prtssare Showa abars is !a. Turbine Drives, Engine Drme2 will be appros 10 PSf Iger.
•Arca earersi reef rary depeedtq a■ rtad oaadttiras, flair ilereelen wd esa of LRXPeelrld wriatlare.
Ttsr - va am to es per rwa Is 2.8 sen.
Trs 'Srsitm 'inlet "=re' Is Me PI&S=1 rsqulmd el he tmrefer Inlet_ M inrlules allmances Icr Me irmler pfumbinq and
grim PE tube and s:nrkler premre. T:rhlnc drtrn rill require addlilmnal prr=-e at bly.•.er speeds. h does net leeleae say
prtssure allarranrzs for licid elara:lna cr nalallne pressara Iris.
Use the small gearbox puller all ground speeds above 75 tart per Four_
RD7E, Spe:in:atlans ere subjeel to chaage wMaot aa0ce.
21
906-=1.4

DRAFT
Field Calibration Procedures for Animal Wastewater Application Equipment
HARD HOSE AND CABLE TOW TRAVELER IRRIGATION SYSTEMS
R.O. Evans and J.C. Barker
Information presented in manufacturers charts are based on average operating conditions for
relatively new equipment. Discharge rates and application rates change over time as
equipment gets older and components wear. Operating an irrigation system differently than
assumed in the design will alter the application rate, uniformity of coverage, and
subsequently the application uniformity. Operating with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. 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.
Irrigation equipment should be calibrated on a regular basis to ensure proper application rates
and uniformity. Calibration is a simple procedure involving collecting and measuring the
material being applied at several locations in the application area. Calibration helps ensure
that nutrients from animal waste are applied efficiently and at proper rates.
General Guidelines
The calibration of a hard hose or cable tow system involves setting out collection containers,
operating the system, measuring the amount of wastewater collected in each container, then
computing the average application volume and application uniformity.
An in-line flow meter installed in the main irrigation line provides an accurate and easy
method of computing average application volume for each irrigation cycle.
Any number of containers can be used to collect flow and determine the application rate.
Standard rain gauges work best and are recommended because they already have a graduated
scale from which to read the application amount without having to perforin mathematical
conversions.
Pans, plastic buckets, jars, or anything with a uniform opening and cross section can be used
provided the container is deep enough to prevent splash (at least 4 inches deep), excessive
evaporation, and the liquid collected can be easily transferred to a scaled container for
measuring. All containers should be the same size and shape to simply application depth
computations.
All collection containers should be set up at the same height relative to the height of the gun
discharge elevation (nozzle). The top of the container should be no more than 36 inches
above the ground.
Collectors should be located so that no interference from the crop occurs.

Calibration should be performed during periods of low evaporation. Best times are before 10
am or after 4 pm on days with light wind (less than 5 MPI). 4n cool, cloudy days the
calibration can be performed anytime during the day.
The volume collected during calibration should be read as soon as a zone or sprinkler is shut
off to minimize evaporation from the rain gauge. Where a procedure must be performed
more than once, containers should be read and values recorded immediately after each
different set up.
Calibration set-up for Hard Hose and Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are calibrated by placing a row (transect) of
collecdoia containers perpendicular to the direction of travel, Figure 1. Multiple transects
increase the accuracy of the calibration.
Reel Cart—>
Transact of Left Right
Calloctlon 8 7 a 5 4 3 2 1 1 2 3 4 5 a 7 8
Con
CtI —� 0 0 0 0 0 0 0 0 0' O A 0 0 0 a
Sun
Cart
Direotlon
of Travel
Wetted Diameter
(3253 feet)
Figure 1 General layout and orientation of collection
hose traveler irrigation system
At least one
Wetted Diameter
rEnd of Field
gauges for calibration of a hard
Containers should be spaced no further apart than 1/8 the wetted radius of the gun (1/16 of
the wetted diameter) not to exceed 25 feet. This means that at least 16 gauges should be used
in the calibration. Gauges should be set at least one full wetted diameter of throw from either
end of the travel land.
2

1
i
i
The system should be operated such that the minimum travel distance of the gun cart exceeds
the wetted diameter of throw. Application volumes should be read as soon as the last gauges
stop being wetted.
Calibration Procedures
1. Determine the wetted diameter of the gun.
2. Determine the necessary spacing between collection gauges. For a wetted diameter of
320 feet, the rain gauge spacing should not exceed 20 feet. (320 ft 1 16 = 20 ft).
3. Determine the number of gauges required. (Minimum number is 16). Label gauges
outward from the gun cart as either left of right (I..1, L2, L3, etc; R1, R2, R3 etc.)
4. Set out gauges along a transect as labeled and shown in Figure 1, equally spaced at
the distance determined in item 2 (20 feet). The transect should be at least one wetted
diameter from either end of the pull.
4. Operate the system for the time required for the gun to completely pass all collection
containers. Record the time of operation (duration in minutes) and distance traveled in
feet.
S. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an
example)
6. Identify those gauges that fall outside the effective land spacing, Figure 2. This
volume is the overlap volume that would be collected when operating the system on
the adjacent lane.
7. Superimpose (left to right and vice versa) the gauges just outside the effective width
to the gauges just inside the effective width. Add the volumes together. For the layout
shown in Figure 2, the volume collected in gauge R8 is added to gauge L5; R7 is
added to L6; L8 is added to R6; and L7 is added to R6. This is now the application
volume within the effective lane spacing adjusted for overlap.
8. Add the amounts in #7 and divide by the number of gauges within the effective area.
This is the average application volume (inches).
Average application volume =
sum of amounts collected in all gauges
number of gauges within effective width
distance traveled (ft)
9. Compute the average travel speed =
3
time (min)

Lane 1
Reel cart
Left
8 7 6 5 4 3 2 1
O O10 0 0 0 0 0
Gun
Cart
I
I
I
Lane 2
Left
8 7 6 5 4 3 2 1
0 010 0 0 0 0 0
Right I
1 2345 01 a Gun
0 0 0 0 0 0 0 O Cart
I �
,<J-- Effective Lane spacing -->i
(224 feet)
Right
1 2 3 4 5 8 7 8
0 0 0 0 0 010 O
I
/-",\ I
I
i
EffectNe Lane Spacfn�Di
(224 feet)
Dlrectlon
of Travel
Figure 2 Accounting for overlap when calibrating a hard hose traveler system.
10. Determine the application uniformity. (Christiansen Uniformity Coefficient)
UC
average catch - average deviation from average catch
average catch
KO11,
The average catch is the value computed in item 8. The average deviation from the
average catch is the determined by computing the difference between each container
catch and the average catch.
10. Interpret the calibration data and make necessary adjustments. _
For travelers with proper overlap and operated in light wind, an application
uniformity greater than 80 percent is common.
Application uniformity between 60 to 80 percent is in the "good" range and is
acceptable for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U, is less than 60 percent,
system adjustments are required. Contact your irrigation dealer or Certified Technical
Specialist for assistance.
4

Table 1 Example calibration data for a traveling gun system operated in a p4
spacing pattern with 70 percent lane spacing overlap.
a. Traveling gun wetted diameter 320 ft Effective Spacing 224
b. Spacing between collection containers (spacing 320 (ft) / 16) = 20 ft
C.
wetted diameter (ft)
320 ft
Number of gauges =-----------
=------------
= 16
-------
gauge spacing (ft)
20 ft
d.
Start of Irrigation event
7:15 am
e.
End of Irrigation event
9:30 am
L
Duration (e -d)
135 minutes
g.
Travel distance
400 feet
h.
Operate the system and collect data
Gauge Distance Volume
Overlap
Corrected
Deviation
No.
from center Collected
Adjustment
Volume
from Average
(feet) (inches)
(inches)
(inches)
(inches)
Ll
10 .94
.94
.235 (,, 1 - ill)
L2
30 .80
.80
.095 (i 2 - j E )
L3
50 .59
.59
.115 { etc.)
L4
70 .61
.61
.095
L5
90 .50
.13
.63
.075
L6
110 .42
.20
.62
.085
L7
130 .33
-
L8
150 .07
-
R1
10 .73
.73
.025
R2
30 .81
.81
.105
R3
50 .92
.92
.215
R4
70 .64
.64
.065
R5
90 .50
.07
.57
.135
R6
110 .27
.33
.60
.105
R7
130 .20
-
R8
150 .13
-
i. sum of all catches
8.05 inches
j. average catch (i/12)
0.705 inches
5

distance traveled (ft) 400 ft -
k. Compute the average travel speed = =----- _-- = 2.96 ft/min
time (min) 135 min
1. sum of all deviations from the average catch 1.356
m. average deviation from average catch (1/12) 0.113
n. Uniformity coefficient
0.705 - 0.113
Uc _---- ----X 100 = 84 %
0.705
I

IRRIGATION SYSTEM CALIBRATION DATA SHEET FOR
HARD HOSE TRAVELER IRRIGATION SYSTEM
DATE: Land Owner
Farm No.
a.
Manufacturers Specifications: Gun Model
Type
Nozzle Dia. Pressure (Gun)
Reel
Wetted diameter ft Effective Spacing
ft Flow GPM
Hose Size: Length ft Diameter
in
b.
Spacing between collection containers (diameter
(ft) / 16) = ft
C.
wetted diameter (ft)
Number of gauges= ----- ------ -- --
------
garage spacing (ft)
d.
Start of Irrigation event
.
'—" ::;. y
• • •:
e.
End of irrigation event
f.
Duration (e -d) min
g
Travel distance feet
h.
Operate the system and collect data
�-
Gauge Distance Volume Overlap Corrected Deviation
NO. from center Collected Adjustment Volume
from average
feet inches inches inches
inches
LI
L2
L3
L4
L5
L6
L7
L8
L9
L10
R1
R2
R3
R4
RS
R6
R7
R8
R9
R10

Rear Cart— >
wind
Direction
Left Right
Transect of De 7 e 8 4 3 2 1 1 2 g 4 6 8 7 8 0
i2supe•
GOQietion-0a Q Q Q o O o D o a o o D 0 O o a O
Gun
can
Mroctlon
of Travel
At least one
Wetted Diameter Wetted Diameter
from End of Flafd
i. sum of all catches inches
j. average catch (i/number of gauges) inches
distance traveled (ft)
k. average travel speed — =
time (min)
1. sura of all deviations from the average catch
m. average deviation from average catch
n. Uniformity coefficient
G) - (m)
Uc------------------------___-- X 100 - %
(1)
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity
greater than 80 percent is common.
Application uniformity between 60 to 80 percent is in the "good" range and is acceptable
for wastewater application.
Generally, an application uniformity below 60 percent is considered unacceptable for
wastewater irrigation using travelers. If the computed U, is less than 60 percent, system
adjustments are required. Contact your irrigation dealer or Certified Technical Specialist
for assistance.

F
f
SLt�.1��L Sa
i tyPS�C _}

r_
loot 94 -aloos
ulm poo

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
April 4, 2001
MEMORANDUM
To: Regional Water Quality Supervisor
A40
•
AWWMWk'V
NC"DENR
NOR 'TH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N.M- fRAL RESOURCES
:IE
`APR 9 2001
From: Sonya Avant, Environmental Engineer „d RA=G, OFFICE
Non -Discharge Compliance and Enforcement Unit
Subject: Wettable Acre Determinations for Certified and Permitted Operations
I <OL' Jis
Attached is a list of the facilities in your respective regions that have been selected to receive
notification letters advising them that they have been flagged or pended for the month of March.
Each facility will be given written notice via certified mail. The notice will include a copy of the
certification form and a deadline for response.
I will also be sending copies of the final monthly list of selected facilities to the Division of Soil
and Water Conservation Operation Reviewers and Soil Water Conservation District Offices each
month along with an updated copy of all facilities in that county that have been either flagged or
pended. This will hopefully enable the Districts to be better able to schedule their workloads.
If you have any questions, please contact me at 733-5083 extension 571, or
sonya. avant @ncmail. net.
cc: Coleen Sullins
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

Facilities Flagged/Pended for April 6, 2001
Facility Flagged/Pending
Number Owner / Farm Name Address Status
WA PAN derieil WA Visit Date Integrator
EKQ
09-66 Darrell Coble 2209 Old Fay Rd P2 952 5/17/1999 Murphy Family Farms
Garland NC 28441
Harvey Coble Nursery
09-132 Darryl Hardee 3281 Rosindale Rd FI 889 5/19/1999 Murphy Famlly Farms
Clarkton NC 28433
Terra Nova Limited
82-35 Rudcar Farms Inc PO Box 857 F4 39.1.72 4/14/1999 Prestagc Farms
Clinton NC 28328
Rudcar Farms Inc
82-98 Ward Parker 9052 Lake Point Or F4 491,49 4/23/1994 Prestage Farms
. Clinton NC 28328
Ward Parker Farm
87-112 Donnie Bradsher 2950 Moseley Ave F4 557 4/2211999 Murphy Family Farms
Clinton NC 28328
Bradsher Farms 1.2 & 3
92-164 Billy Tyndall (x431 N US 421 Hwy F4 409 5/11/1999 Prestage Farms
Clinton NC 28328
B&B Tyndall Farm
82-184 Sherwood F Allcox 255 Fork Lake Drive F4 527.25 4/14/1999 Prestage Farms
Clinton NC 28328
S.E.A. Livestock
82 -- 186 Herbert C. Bowden 11294 Hohhton Highway F2 516 4/26/1999 Prestage Farms
. Clinton NC 28328
Herbert G Bowden Farm
1

Facilities Flagged/Pended for April 6, 2001
Facility Flegged/Pending
Number Owner I Farm Name Address Status WA PAN deficit WA Visit Date Integrator
82-199 Roy Horne 73 D&H Lane 112 497 6/22/1999 Dogwood Farms
.................................... Turkey NC 28393
D&H Farm
82-199 Glenn D. Jones 81 Hardy Lane F4 577.8 5111/1999 Pmslage Forms
Clinton NC 28328
Glenn D. Jones Farm
82-318 Carroll's Foods Inc PO Box 856 F2
„....................... Warsaw NC 28398
2703
4710 2/19/1999 • Carroll's Foods Inc
82-319 Carroll's Foods Inc PO Box 856 F2 11428 2/18/1999 Carroll's Foods Inc
. Warsaw NC 28398
2702
82-323 John Hendrix 145 Register-Sullon Road F2 575 612711999
_........._._........... .. Ruse Full NC 28458
John Hendrix
82-335 Rexton Simmons 1128 HONEYCUTI' F4 494 515/1999 Murphy Family Farms
. CLINTON, 28328
R&R Farms
82 —367 Zack McCullen,111. 1058 Wynn Road F4 423 4/22/1999 Prrstage Farms
Clinton NC 28328
D&'L Forms
82-376 David Sinclair
David Sinclair Farm
6978 Faison Hwy. F4
Faison NC 28341
512.5 3/15/1999 Carroll's Fonds, Inc.

Facilities Flagged/Perlded for April 6, 2001
Facility Flagged/Pending
!Number Owner/ Farm Name Address Status WA PAN deficit WA 'Visit Dale integrator
12-426 Ben Parham 2391 Issas Weeks !toad F2 552,9684 4122/1999 Prestage Farms
...................... Clinton NC 28328
Parham Farms
82-439 James Greg Harrell
8461 Tomahawk Highway F4
529 312wt"9 Murphy Family Farms
Tomahawk NC 28444
Greg Harrell Farm M2 & Addition
92-444 Nash Johnson
PO Box 25 F4
398 4/5/1999 Murphy Family Farms
Clinton NC 28328
Boykin Lake Farm
82-448 Richard Whitfield
1670 Kenan Weeks lid F4
504.99 4/29/1999 Murphy Family Farms
Newton Grove 28366
Whitfield livestock #11
92-466 Carroll's Foods Inc PO Box 856
2537 and 2538
Warsaw NC 28398
82-472 Carroll's Foods Inc PO Box 856 F2 5275 2!1711999 Carroll's Foods Inc
. Warsaw NC 28398
F2
f.,
`I C
8411
2/16/1999 Carroll's Foods Inc
2142
92-473 Carroll's Foods Inc PO Box 856 F2 3597 2!1611999 Carroll's Foods Inc
_................._.. _. Warsaw NC 28398
2141
82-475 Carroll's Foods Inc PO Box 856 F4 16510 2/15/1999 Carroll's Foods Inc
Warsaw NC 28398 1
2106 and 2104 }
(L6�
P,

Facilities Flagged/Pended for April 6, 2001
Facility Flagged/Pending
Number Owner / Farm Name Address Status WA PAN deficil
WA Visit Dale Integrator
92-497
Carroll's Foods Inc
PO Box 856
F4
3650
2/18/1999
Carroll's Foods Inc
...........................1........
Warsaw NC 28398
2122
82-598
Robert Naylor
2988 Church Road
F4
393.15
4/14/1999
Murphy Family Forms
Clinton NC 2832.8
Robert Naylor M3
82-611
Mark & Lara Godwin
1177 Eldridge Rd
F2
404
3/10/1999
Murphy Family Farms
Newton Grove 28366
Godwin Nursery SCI) #1 & 2
82-619
Eibert Pearsall
997 Simmons Road
F4
$20
4/2611999
Prestage farms
Clinton NC 28328
Elbert Pearsall Farm
82-621
Jody Coombs
P.O. Box 612
F4
463.4
4/21/1999
Prestage Farms
Clinton NC 28329
Joshua Coombs Farm

Stilte of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
MARK & LORA GODWIN
GODWIN NURSERY SCD #1 & 2
1177 ELDRIDGE RD
NEWTON GROVE NC 28366
Dear Mark and Lora Godwin:
AN
IK 1W
•
2 1111111111111M
NCDENR
NORTH CAROLINA DEPARTmENT OF
ENVIRONMENfT ANo NATURAL RESOuRCE5
September 15, 2000
Subject: Certificate of Coverage No. AWS820611
Godwin Nursery SCD #1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on- May 10, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Mark & Lora Godwin, 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 Godwin Nursery SCD #1 & 2, located in Sampson 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.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization
Plan. The owner should address this. inconsistency as soon as possible,
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.
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

Certificate of Coverage AW582061 l
Godwin Nursery SCD #1 & 2
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or Iimitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Susan Cauley at [phone] ext. 546.
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville-Regitonal°Office; Water�Quality:-Section
Sampson County. Soil and Water Conservation District
Permit File
NDPU Files
SEP 2 12000
FAYETTEVILLE
REG. OFFICE,

1
State of North Carolina
Department of Environment and Natural Resource
Division of Water Quality
Non -Discharge Permit Application Form tEr• J
(THIS FORM MAYBE 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. MME_ '
GENERAL INFORMATION:
SEp 2 1 2000
1.1 Facility Name: _Godwin Nursery SCD #I 2
1.2 Print Land Owner's name: Mark & Lora Godwin FAYETI-EVIL-
REG.l"r
13 Mailing address:. 1177_Fldridge ltd lu>r
City, State: Newton Grove NC Zip: 28366
Telephone Number (include area code): 594-2162
IA County where facility is located:
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): On the east side of SR 1256 4pprox..5 mile southwest of its
easternmost intersection with HWY 24 east of Autryville. NC.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Murphy Family Farms__ _
1.8 Date Facility Originally Began Operation: 5 "5-' 9:5 04
1.9 Date(s) of Facility Expansion(s) (if applicable): W r
2. OPERATION INFORMATION:
2.1 Facility No.: 82 (county number); 611 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? yes; 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 Tvne 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) I�
Other Type of Livestock on the farm: /t' �� No. of Animals:
FORM: AWO-G-E 5/28198 Page 1 of 4 82-611

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 7.5 : Required Acreage (as listed in the AWMP): ".
2.4 Number of agoon storage ponds (circle which is applicable): _ 2___
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O (please circle one)
✓2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR
Cdards, etc.) (Swine Only)
/ NO (please circle one)
'•'What was the date that this facility's swine houses and lagoon were sited? 1 aem, #1 OP C-7 Ar' 9,-)
4Vhat was the date that this facility's land application areas were sited?/Vursr.� "a- l LI-I(� �c� N�,rs� f►2 i't- x!'95 1
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required ':terns by signing your initials in the space provided next to each
item.
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 rhe 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.
X3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
x/3.3.3 A map of every field used for land application.
✓3.3.4 The soil series present on every land application field.
V 3.5 The crops grown on every land application field.
t/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.
X3.3.8 The waste application windows for every crop utilized in the WUP.
3.9 The required NRCS Standard specifications.
t/✓3.3.10 A site schematic. - s�� 44t4
L, -Y3.11 Emergency Action Plan.
L,33.12 Insect Control Checklist with chosen best management practices noted.
L/3.3.13 Odor Control Checklist with chosen best management practices noted.
0:3.14 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.
0.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown an this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 82-611
Aunlicants Initials
-74 -76
"y,-?JCJ-

Facility Number: 82 - 611
Facility Name: Godwin Nursery SCD #1
. z
4. APPLICANT'S CERTIFICATION:
I, - M 0, r IA. a n L Q rte_ (1-aoacW ; Z21 (Land Owner's name listed in question 1.2)rattest that
this application for Goci lA =L- Qu r_SPt v .Cr � _-P4.- I (Facility name listed in question�.l)
has been reviewed by me and is accurate and comp to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplet
Signature _ _—ty�Date On
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pars 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 82-611

S
DIVISION OF WATER QUALM REGIONAL OFFICES (I198)
Asheville Regional WQ Supcvisar
59 W ood5n Place
Asbeville, NC 28801
(52g) 251-6209
Fax (e -a) 251.6452
Avery Macon
Buncombe Madisae
Burka
McDowell
Caldwell
)&t`bell
Cb=Dk-e
Polk
Clay
Ruthwfard
Grabam.
Swain
Haywood
Tmarsylvania
Hend=on.
Yancey
Jackson -
Montgomery
Fayett:ville Regional WQ Supervises
Wachovia Building, Suit-- 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Wasbingtnu Regional WQ Sapc- visor
943 Washingwn Sguam Mill
Washington, NC 27889
(25Z) 946-6481
Fax (95X, 975-3716
Beaufort Janes
Bede Lenoir
Cbowea
Pamlico
Craven
Pasquotank
Cmximtr
merles=
Dare
Pitz
Crates
Tyra
G tezle
wasbingtan
Hctfa d
Wayne
Hyde
Montgomery
Mooresville Regional WQ Supervisor
919 North Main Suit
Moorervillc, NC 28115
[phone]
Fax (704) 663{04,D
Anson
Moore
Alexmider Lincoln
Blacker
Richmond
C:abarras Mecklenburg
Crberiand
Robeson
Catawba Rowan
Herrn=
Sampson
ClevelaW Stanly
Hoke
Scadaad
Gaston Urd=
Montgomery
kcdcll
Wi.aru+a-Salem Regional WQ SupmNicar
SSS Wru,ghLown Streit
Wrnston-Salem, NC VIM
C33Q 7714600
Fax (.JL) 771-4631
Alamance Roclja m
Alleghany Raadoiph
Arbe
Stokes y�
Caswell
Surry
Davidsm
waranga
Davie
Villers
Forryb
Yawn
Guilford
WM=
FORM: AWO-G-E 517.&98 Page 4 of 4
Raleigh Regional WQ 5uprsviaar
38W Barrer[ Dr.
Raleigh, NC 27611
(9I9) 571-4700
Fax [phone]
CnIatham
Nasb
Durham
Nurdaxap a
Edgxambe
Franklin
Orange
Pastan
Granville
Vrnaoa
Halifax
wart
Jobnam
WM=
Lee
Wilson
WiLaingtoo Region WQ Supervisor
127 Cardinal Drive Extmaion
Wilmington, NC 28405-3945
[phone]
Fax [phone]
Brtutswick New Hanover
Csrtem onslow
Columbus Prader
Dviin
i

?28

Producer: Ma r K
Location: SK ka 5`
C)dU-�;tz�,
S�—soh C -,o.
Telephone6lo� Sa14- a 1(v -;k
Type Operation: - �Cc A e ,r -
Number of Animals: 5 a O O
R E W ENE LJ
SEP 2 1 2000
FAYE TTEM LLE
REG. OFFICE
RECEIVED
N
MAY 7UA1
(Design Capacity) NQn
Drk.hK;�a p��.'=iirg
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the anirnal 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
maxumze the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utzlize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year_ Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21.0217 adopted by the Environmental Management Commission.

Amount of Waste -Produced Per Lear(allonr #3. -tons, etc.
SacoA-os, s +o—s
5a
animals �'i (ate) wastelanbmVyear = �+1`�-'J-(ai;�t) wasteJyear.
Amount of Plant Available Nitrogen- (PAN) Produced Per Year
5do0 animals XO.Lkglb& PAN/animaVyear = )4'1(dbs. PAN/year. (PAN from N. C. Tech.
Guide Std. -633)
Applying the above amount of waste is a big job. You shonid plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage wiH be needed for waste application based on the crop to be grown
and surface application:
Tract
Table 1: ACRES OWNED BY PRODUCER
Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Ac. * Utilized Application
= FIRIN ....
-
�0®
Total a40 C)
* This N is from animal waste only. If nutrients from other sources such as commercial
fertifaizer are appheg they must be accounted for. N must be based on realistic vield
expectation.
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act willrequire farmers in
some eastern counties of North Carolina to have a nutrient ►management plan that addresses
all nutrients: This plan only addresses Nitrogen.

2.�tkn+'? C `:7µ',,,,'"a::: �.:,���_�._ :..� M m M. ^' `' ' �':. L'>::e'e::.e:.;:•i;6:t'C`r
'.�''•....`s.^:��:.:�...v." A"'''•v..SAYS:�..'a�+.:.V::.::..,..Xw'osYK.'2':R'S..""..:i::2•,,` :?.'"�:.:;;.�:;Y:Y,... . '�` ':.:.a:.,.,, ^ , �Y+
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land (see Required Specification 2])
Tract Field Soni Crag Lbs. N Acres Lbs. N Month of
* See footnote for Table].
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 g
@ 40 0
Table 2
Total g
o D
Amount of N Produced
Lf `t
Surplus or efi '-Io `-i
NOTE: The ]Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements.
3

See attached reap showing the fields to be used for the utilizadon of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. - Rate (In/Hr) Amount (In.)
U^t 1 +qua�Manaq o s
THIS TABLE IS NOT DEEDID IF WASTE Is NOT RENO APP= BY TR CTATION, HOWEVER A MMAR TABLE WILL
BE ka=D FOR DRY LITTER OR SLURRY.
Your facility is designed forldays of temporary storage and the temporary storage
must be removed on the average of once everyMONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation a* --cc
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Narrative of operation:
4

�w s .< .v...vv w
REQMED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $1.0,000 per day by the
Division of Environmental Management for every day the discharge continues_
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsbilky of
the owner of the facility to secure an update of the Waste Utilization Plan when there
is a change in the operation, increase in the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate fiber strips will be used
where runoff leaves the field. These filter strips will be in addition to 'Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6_ When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" in the Technical Reference - Environment file for guidance.)

REQUIRED SPECIFICATIONS
(continued)
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 conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen
-9nitnal waste shall be applied on actively growing crops in such a manner that
mor ercent of the leaf area is covered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shallnot 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
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

ititti»i. ?.t:: rs :p'.:.:;.x fa:7-$
M
REQUIRED SPECIFICATIONS
(continued)
16_ Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard-
18.
reeboard.
1S. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody specie's, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

•�v�'
' wd�:`vvca..`.,,,,.w.....,...t�.,.,�;...;wa....�.......:xS,.� ....,... rv.n. ...- ........�.v `.,..,.,.2:'..,:^r..
y
,...,.. ..... .�iv�...ci:::.x::.�-.n...�.�:. ^a4:So',:.....t.....v0...::::...., .,........a.-...-.... "+,: �.
WASTE UTILIZATION PIAN AGREEMENT
Name of Farm: rr--
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farms :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 Division of Environment Management (DEM) before
the new animals are stacked. I (we) also understand that there mast be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 -year, 24-hour storm. The approved pian win be flied on-site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: T, ,,. ti~ wrC
(Please print)
Signature: -<
Name of Mauager(If different from owner):
Signature:
Date:
Date:
Name of Technical Specialist: (Please print) 14� k . 0 cs� e-'(- e eJ"-
4, Affiliation: JA k.% V, �"4 w
Address (Agency): �� G x 4 5 ,�k
Rete- h l WC. a-�H5S
Signature: 4-� � ' _ - Date: --t - ad

128

rt
F.
I
l!"S W4
I
C -i
4) qq
C -i

AUln•iXL WASTE HANAGE LENT PLAN CRRTIFI=LTIOII FOR NI3W OR =13 D FEEDLOTS
995
Pleaae return the eampleted form to the Division of Ravi_onme=tal Hanag m tsar
tha adcirnoa ost the t•averr+n aide of thio fora.
C.43 E.fl }� 11i 1
Name of farm (please tint) f'a�•C3-ot7 s PigFarm _ _.
Address: Rt. 2 BOX 99it me"CGH I t
u e NC 2837 8�
Phone No.(A1D1 531_�Y1$� _ •J+
C oun t�r : SaTT�Ason _
Farm location: Latitude and Longitude.35 5 '7.$' /_730a , j (required) Also, —1S 6 0�3
please aotach a copy of a county road map with location identified_
Type of operation (swine, layer, dairy, etc.): Swine
Design capacity (number of animals) 2600_LyyrSS� _
Average size of operation' (12 month population avg.): 2600
Average acreage needed for land application of waste (acres), 7,S
.= eaa=aa�sxa,aaeaa=Yaa=aaaaaaaaa sora aaeaaaaeaaa;ssaaaaa=aaa�s=caaaa a,-aaaaaanaan-sate na
Technical Spacialiat Certification
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to ISA NCAC 6F .0005, 1. certify that the new or
expanded animal waste management system'as installed for the farm. named above
has an animal waste •management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and
ISA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria- have_been.verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate-
q-uarntity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25 -year, 24-hour
storm.
:3ame of Technical 5pecialiat (Please Print):
Affiliation•
Address (Agency): Box Rose Hi No.(
21Q)289-21
2845$ phone No.1O)2$9-21Ea�
may% S
Signature: /�/•� /r� Date:
��__-...-�aaaaaaaaaaanea a aiaaanandraasarraaaaana,aaannarasa=aaia:wasags :a�aaa
Owa�arlH,axxaffar AgreamanC
(we) understand the operation and maintenance procedures established in the
approved animal waste management plan fnr.the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted -to the Division of
Environmental Management 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 either through a than -made conveyance or through
runoff from a storm event less severe than the 25 -year, 24-hour storm. The
ano,oved pian will be filed at the farm and at the office of the local Soil and
Water" Conservation District.
,Tama of Ladd Owner (Please Print) 'I'O�IUTk Faircloth
Signature:��i}rt I� T Date:
:,rima of H agar, if different from owner (Please print) :
s'ignatur'e:
Tote: A change in land ownership requires
(if the approved plan is changed) to
Environmental Management within 60 days of
Date:
notification or a new certification
be submitted to the Division of
a title transfer.t[
DMj USE ONLY : ACNE ff_A7 Zf
_ _
MI

w TERQ EIVED
n' s£criaru
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EEwOR EXPANDED F€E4LRTS 1996
Please return the completed form to the Division of Environmental Management at the address on t"RAT" g4his
form. 4 NCH
Name of farm (Please print): Faircloth Pio Farm 92
Address: Route 2. Box 59 Autrwille,NC 28318
Phone No.: (910) 5314180 County. _Sampson
Farm location: Latitude and Longitude: 34° 58' 34"1 780 36 28' (required). Also, please attach a copy of a county road
map with location identified. Type of operation (swine, layer, dairy, etc.): Swine
Design rapacity (number of animals): 2600 Nursery
Average size of operation (12 month population avg.): 2600
Average acreage needed for land application of waste (acres): 7.5
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 617 .0005, I certify that the new or expanded animal waste management system as installed for the farm named
above has an animal waste management plan that meets the design, construction, operation and maintenance standards
and specifications of the Division of Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation pursuant to 15A NCAC 2H .0217 and 15A NCAC 6F .0001-.0005. The following
elements and their corresponding minimum criteria have been verified by me or. other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or equivalent for lagoons or waste storage
ponds; waste storage capacity; adequate quantity and amount of land for waste utilization (or use of third party); access or
ownership of proper waste application equipment schedule for timing of applications; application rates; loading rates; and
the control of the discharge of pollutants from stormwater runoff events less severe than the 25 -year, 24-hour storm.
Name of Technical Specialist (Please print): M. Kevin Weston
Affiliation: Murphy Family Farms, nc
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 _ Phone No. f9101289-2111
Signature., -"-71. _._. ,_„-_-----Date: i / •ofPG -
Owner/Manager Agreement
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 additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new facilities will require a new certification to
be submitted to the Division of Environmental Management 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 either through a man-
made conveyance or through runoff from a storm event less severe than the 25 -year, 24-hour storm. The approved plan
will be filed at the farm and at the office of the local Soil and Water Conservation DistricL
Name of Land Owner (Please Print; Tommy Faircloth
Signature:
Name of Manager, if different from owner (Please Print):
Signature:
Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) to be
submitted to the Division of Environmental Management within 60 days of a We transfer.
DEM USE ONLY: ACNEW# 60 C2 C .44
S,,, 2 — ” 3_3

t
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS) 9 1
SOIL AND WATER CONSERVATION DISTRICT (SWCDA�11 9+U? -
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)►o-4f
a - 10
COOPERATIVE EXTERSION SERVICE (CES
Sb 1 L AN9 to A-r&V C4nu6euAlmlj 1S7Q1G7 �L06Al-) 51d .SSa - 7i 6_3
This plan will be implemented in the event that wastes from your peration are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for ail' employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this- mayRar617-a 4"
possible. Suggested responses to some possible problems are listed bel°
r1l
A
E.
Lagoon overflow -possible solutions are:
SEP 2 f 2000
a.
Add soil to berm to increase elevation of dam.
PAYET 'CVILLE
REG.
b.
Pump wastes to fields at an acceptable rate.
OFFICE
c.
Stop aft flows to the lagoon immediately.
d.
Call a pumping contractor.
RECEIVED
e.
Make sure no surface water is entering lagoon.
WATER(?Ulkk.1i;',5FC7inN
Runoff
from waste application field -actions include:
My j U `pn j
a.
Immediately stop waste application.
Non !?;scl�:{gs P4�itit�
b.
Create a temporary diversion to contain waste.
c.
Incorporate waste to reduce runoff.
d.
Evaluate and eliminate the reason(s) that cause the runoff.
e.
Evaluate the application rates for the fields where runoff occurred.
Leakage from the waste pipes and sprinklers -action include:
.
a.
Stop recycle pump.
b.
Stop irrigation pump.
c.
Close valves to eliminate further discharge.
d.
Repair all leaks prior to restarting pumps.
Leakage from flush systems, houses, solid separators -action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
Leakage from base or sidewali of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment -to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
C. Have a professional evaluate the condition of the side walls -and lagoon
bottom as soon as possible.
T

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After,
hours, emergency, number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: C �,cr1� _Rhos
b. Contractors Address:
c. Contractors Phone: [ 5 iti 'Ti 4 -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: K«: 4 p+ Qcs -�e,-Ae e_ K
b. Phone: I - V � r� - 9`45, -
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source' Cause SMP's to Minimize Odor Site Specific Practices
(liquid Systomst
Flush Gutters Aceumuietion of acilid &Ath system is designed and operated
sufficiently to remove accumulated
ii,nilds from gutters as designed_
Remove bridging of accumulated solids at
Lagoons and Pits Crusted Solids Of Maintain lagoons, sanding basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more then 6-8 inches over more than
30% of surface. R EC E{ v ED
Excessive Vegetative Decaying vegetation 31f=ntnin vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulaoon of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems) �• �Llll,iilljj�
Feeders Feed Spillage (L esign, operate and mmntain feed systems (e.g..
bunkers and troughsi to minimize the accumulation
of decaying wastage.
(Mean up spillage on a routine basis (e.g. 7-10 day
uring summer: 15-30 day interval during wined.
Feed Storage Accumulations of feed residues educe moisture accumuiation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or provkding
adequate containment (e.g., covered bin for
brewer's grain and simiiar high moisture grain
p ctsl.
Inspect for and remove or break up accumulated
solids in filter strips around food storage as needed.
Animal Holding Areas Accumulations of animal wastes iminato low area that trap moisture along fen*=
and food wastago and o her locations where waste accumulates and
disturbance by animals is minimal.
reimain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
fll.a, inspect for and remove or brook up accumulated
solids as needed).
AMIC—Novernber 11, 1995

Dry Manure Handfing Accumulations of anirrwi wanes { } Remove spillage on a routine basis {e.g. 7-10 day
Systems interval during summer: 15-30 days interval during
winrerl where manure is loaded for land appGaation
or disposed.
{) provide for adequate drainage around. nurw stociW"s.
f ! Inspect for and rernove a break up accumulated cuestas
in- ter stripes armund stockpiles and manure handling
areas as needed_
The issues checked f D pertain to this operation. The landowner/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 Servioa, Department of Entomology, Sax 7613,.North Carolina stem University, Raleigh, NC
276-95-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause 8MP's to Minimize odor Site Specific Practices
Farmstead
Animal body surfaces
Floor surfaces
Manure coliection pits
Ventilation exhaust fans
Indoor surfaces
Swine production
Dirty manure -covered animals
Wet manure -covered floors
Urine
Parital micorbial decomposition
Volatile gases;
Dust
Dust
l fv etau or wooded buffers;
{ acommended best management
pr cos;
( cod iudgment and carremon sense
floors
floors;
rs located over slotted floom;
. at high and of solid floors;
manure buildup from floors;
sor ventilation for diving
manure removal by flush,pit
r scrape
ventilation
maintenance;
gent air movement
FEW `down between groups of animals
sed additives;
() Fe ar covers;
{ eed delivery downspout extenders to
/'feedor covers
Rush tanks
Agitation of recycled lagoon
{) Flush tank covers
liquid whiles tanks are filling
() Extend fill lines to near bottom of
tanks with earl -siphon vents
Rush alleys
Agitation during wastewater
P) Underfloor flush with undarfloor
conveyananee
ventilation
Pit recharge points
Agitation of recycled lagoon
{ end rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
{ } Sump tank covers
and drawdown
Outside drain collection
Agitation during wevroweter
(} i3ox cava
or junction boxes
conveyance
End of drainpipes at lagoon Agitation during wastewater ( eind discharge point of pipes
undgmesth lagoon liquid level
Lagoon surfaces Volatile gas emissions r ar lagoon liquid capacity
8ioiogical nixing or act iagoon startup procedures
Agitation( mum surface area -to -volume ratio
Minimum agitation when pumping
�) Macharucal aeration
(! Pr van biological additives
Irrigation sprinkler nozzles High pressure agitation "gate on dry days with little or no wind
Wind draft (y rnmum recommended operation pressure
�r7 Pump intake near lagoon liquid surface
( I Pump from second -stage lagoon
AMOC—November 11, 1996

i
Storage tank or basin Partial microbial decomposition (} Bottom or rridleve( loading
surface Mbang while filling i } Tank covers
Agitation when amptying () Basin surface mats of solids
(} Proven biological additives or oxidants
Sealing basin surface Partial mcobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading { } Soil injection of slurry/sludgas
spreader outlets Volatile gas emissions (} Wash residual Manure from spreader after use
{ 1 Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of siurry/sludges
or sludge an field surfaces
i) Soil incorporation within 48 hours
{) Spread in thin uniform layers for rapid drying
( ) Proven biologicei additives or oxidants
Dead animals Carcass decomposition fVAvper disposition of carcasses
Dead animal disposal Carcass decomposition (} Complare covering of carcasses in burial pits
pits { } Proper location/construction at disposal pits
Incinerators Incomplete combustion (1 Secotadary stack bumers
Standing water around Improper drainage `(ty-t:+rade and landscape such that weter drains
facilities Microbial decomposition of away Tom facilities
organic matter
Manure tracked onto public Poorly maintained access roads VFerm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management: 0204 RuIaJBMP Packet NCSLLCounty Extension Cartier
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-8AE
Swine Production Facility Manure Management; Pit Recharge—Lagoon Treatment; EBAE 128-88
NCSU-8AE
Swine Production Facility Manure Management: Undarffoor Ruse—Lagoon Treatment; EBAE 119-88
NCSU-BAF
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Eglapmant; EBAE Fact Sheet
NCSU-9AE
Controlling Odors from Swine Buildings; PIH -33
NCSU-Swine Extension
Environmental Assuranc Program; NPPC Manuel
NC Pork Produces Assoo
Options for Managing Odor, a report from the Swine Odor Task Force
NCSU Agri Caanmunications
Nuisance Concerns in Animal Manure Manageme= Odors and Flies; PR0107, 1995 Conference Proceedings
Florida Cooperative Extension
The issues checked ("Oe ain to this operation. The Iandowner/integraTor agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices hav been reviewed with me.
lILal�
ndowner Sig rel
AMOC—November 1 1 , 1996

MORTALITY MANAGEMENT METHODBECEM:
(check which method(s) are being implemented) 'SEP 2 12000
FAYETTEViLLE
REG. OFFICE
{ } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( } Rendering at a rendering plant licensed under G. S. 106-168.7
RECEIVED
WATEh ,�,'L�/:l..l TY SLC7ION
{ } Complete incineration
In the c;ase of dead
( }
design approved by the Deparoultry tment of Agriculture.
placing disposal
pit of a
sizel�arjd�al4c�a i'e�.i,ting
{ } 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)
o -T n 1 �,
�s ed en U

LAGOMaSQL-� ,INVESTIGATION
PROJECT:��JF�cnrrJ� COUNTY: S.r�,�s.f}
2000 R E C I \
FIELD INVESTIGATION BY: Alj oi'`—�i� I DATE: �,��4 / 9y V!�
E-TTftc.1
�C� l�C�lr+� CL.EN�-,�S Sriu J.v PF-aG,Z�55_ n
r.f f
SITE SKETCH
C
Y
�
16 � I✓
O
or
I
ftp 4"o. -L&
Jr FAX
i
£l.'7 .P Tass�•7
LPs. .r a sx
E u•+�
yor
r
BORING
DEPTH
SCALE,7
WT
BORING NUMBER AND PROFILE
6
% r^ / • 7
714M0 7�.os.d5 r u r4
y 7
JA✓�
9• S, 13'
CcRY P�vv LLAY
/�
ir..r C+,�
CLOT 5,4 -or CLA
7'- ,D
s ,L
7.
t.A
7•
't• - Iz'
30RING I SAMPLING METHOD: SIGNATURE: , �
ED
FC z ION

LAGOON SITE SOILS INVESTIGATION
PROJECT: �� � v G x, 7(4 COUNTY: --
FIELD INVESTIGATION BY: DATE:
SITE SKETCH
BORING
DEPTH
SCALE
WT
--�
BORING NUMBER AND PROFILE
, ,
L
rte:
a'- 3/`
I1 h. n
f� r
BORING / SAMPLING METHOD: SIGNATURE:

MURPHY FAMILY FARMS
WASTE MANAGEMENT FAG`H= SITE EVALUAIZON
Name 7.r,.., r•4ie� e ori/
Telephone l9 p) -o l - yrs o
Location Data S,v.n�s� ��. ��•��� QW�)
Distance from nearest residence not owned by producer:
Is site within 100 year flood plain?
Is site at least 100 feet from a "Blue Lane" perennial stream?
If no, site must be relocated
Is site whhin 1 mffe zoning jurisdiction of a municipality?
If yes, site must be relocated.
Are there unities in the construction area?
Wetlands
Sino Operatiton Ajmry-.
WWII site involve clearing woodlands or any non -cropland?
fr,� < CLEAL.�IG
If wetlands are involved, it is the regxmsi1@Ay of the producer
to obtain all necessary permits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or wM planned actions impact on an adjacent natural
scenic area?
Ts an arcbaeoingor historical site located in the planned area?
Are cultrual resources present?
Yes No

Waste Management Se ra nes/rte y�•�
Does producer own enough land to properly land apply waste? '
If no, does producer have access to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required? e,n Y /N a,,T-� f;r4,— 9.r_ / z 'r
If yes, is clay available on site?
Is a c v r. irench required?
Yes Na
Questionable , ,
Test holes will be dug initially in the general area of proposed lagoon. IT, during design, the
position of the lagoon is changed to an area where no test holes were previously duc, additional
test holes WILL be required-
Site
equired
Site Approved?
Yes . ✓ No Conditional
Comments
Cz,.r- �,��� /re-oNfaer .N
siaF1
CLRY /S
,w
X;774s,-
t]EYF.✓D �N�
J Gu r
G� Y /CIt`/�S� /u Zer em Ct�Y
`�P.r+
/f�fIYC /'%/9Y
BE
�C��L/R.f/.J,
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Signature
(MFF Enginccring)
Signature
(Producer)
Date
Date����51

raCot-:;=A1RCLOTH
County:
OUPLIN
LENGTH' WIDTH =
tante to nearest residence
(other
than
owner):
19836
AVERAGE LIVE WEIGHT
(ALW)
AREA OF OO r rOM
0 sows (farrow to
finish)
x
1417
lbs -
0 sows (farrow to
feeder)
x
522
lbs.
0 head (finishing
only)
x
135
lbs.
0 sows (farrow to
wean)
x
433
lbs.
2600 head (wean to feeder)
x
30
lbs.
Describe other .
43056.0
4284.0 2.0
UaLe 12/19/94
ISOO.0 feet
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(LF)/lb. ALW
frearanent Volume(CF)/Lb. ALW = 1 CFjlb. ALW
Volume = 7800£1 cubic feet
.STORAGE VOLUME FOR 3LUOGE ACCUMULATION
Volume = 0.0 cubic fret
TOTAL DESIGNED VOLUME
Inside top length (fleet) 180.0
Inside top width (feet) 120.0
Top of dike elevation (feet)----- — 99.5
Bottom of lagoon elevation (feet) --- 80.5
Freeboard (feet) 1:0
Side slopes (inside lagoon) -- 3.0 = 1
Total design volume using prismoidal formula
SS/EN01 SS/EN02 SS/SIOE1 SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 174.0 114.0
0 lbs
0 lbs
0 lbs
0 lips
78000 lbs
0
78000 Lbs
DEPTH
12.0
AREA OF TOP
LENGTH' WIDTH =
1/4-0 11.4.0
19836
(AREA
OF TOP)
AREA OF OO r rOM
LLNGTH ` WiDl r! =
1102.0 42.0
4284
(AREA
OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH ° 4
1:38.0 78.0
43056
(AREA
OF MIDSECTION 4)
CU. FT. = [AREA TOP +
(4"AREA M103ECTION)
+ AREA BOTTOM] ou,IH/6
19836.0
43056.0
4284.0 2.0
fut:,j1 0,,sispiod
Voliurn:
Available i:f.

TEMPORARY STORAGE- REQUIRED
#« 41.
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.0 120.0 21500.0 square feet~.
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 21600.0 square feet
Design temporary storage pariod to be 180 days--:..
Volume of waste produced
Feces of urine production in gal./day per 135 ib. ALW 1.3;
Volume 78040 lbs. ALW/135 lbs. ALW r 1.37 gal/day 180 dsys
Volume 142480 gals. or 19048,1 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volul7lt' -- Yi.41 LUL i'_ L
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds Evaporation by largest amount,:.
180 days excess rainfali 7.0 .inches
Volume — 7.0 in . DA / 12 inches per foot
Volume cuuic I eet
i"

Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * UA
Volume = 13500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
TOTAL 45145 cubic fleet
SUMMARY
Temporary storage period
j
180
days
5A.
19048
cubic
feet
511.
0
cubic
feet.
SC.
12600
cubic
feel
5D.
13500
cubic
feet
TOTAL 45145 cubic fleet
SUMMARY
Temporary storage period
j
180
days
Rainfall in excess of evaporation=�=
-j
7.0
inches
25 year -- 24 hour rainfall
j
7.5
inches
Freeboard —_- - =-_----=j
1.0
feet
Side slopes
j
- 3.0
. 1
Inside top length—
180.0
Leel:
Inside top width— - --
j
120.0
feet
Top of dike elevation
j
99.5
feet
Bottom of lagoon elevation
j
86.5
fleet
Total required volume--
--)
123146
cu. ft.
Actual design volume-----
)
134352
cu. ft.
seasonal high watertable elevation (SHWI)=j
93.0
feet
stop pumping elev. — _-
=j
95.8
f--
Must be j or = to the SMWT elev.
j
93.0
feet
Must be ) or = to min. req. treatment el.=)
92.5
feet
Required minimum treatment volume
j
78000
cu. rt.
Volume at stop pumping elevation
j
86857
cu. ft.
Start pumping elev.=-== ---
)
97.7
feet
Must be at bottom o1: freeboard & 25 yr.
rainfall
Actual volume less 25 yr.- 24 hr. rainfall=>
120852
cu. ft.
Volume at start pumping elevation
)
119030
cu. ft.
Required volume to be pumped
j
31648
cu. ftp.
Actual volume planned to be pumped=---
—j
32173
cu. ft. '
Min. thickness of soil liner when requ�i�red=>
1.9
feet
UL 1GNLU UY: 1\� �" 4 tAPP(<OV4C�1 61 `r:��
DINE: 11-19 -3+ OAre.
l-3`15
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

;DA-S(5IL CONSERVATION SI-AVICE
) 3 _u ::AST ROWAN ROAD"
ANTO11, NCPTH CAROLINA 28328
LONE (91.0) 592-7963
UNITED STATES
DEPARTMENT OF
AGR I CUL'1" LME
)MMY DOUGLAS FAIRCLOTH AUGUOT 25, 1044
2 BOX 59 , .
ITRYVILLE, NC 28318
.'AR MR FAIRCLOTH:
_Cdwe rind attached Folli SCS -CPA -026 for the tracts yc�pu r._portc'd to ASCS when
ju completed a HiShly Erodible Land and Wotland Conservation Certification.
:Lland determination may be incomplete in wooded areas and u.nnumbcrcd fic:ldc.
:Lc>ve c:lcaiiticy,drainin:l or altering then areas for any use, contact ASGD and
)mplete a new Farm AI• -1026. Failure to do so could result in loss of
.igibility for USDA be Aefits for all the lard you farm. Each field 'has a
rMbul on iL which represents its classification. Tho folluwingr aymbuI8 apply
your € arm :
1% Wetiandn clear:'.ng, draining or altering these areas to make possible
the planting of a commodity crop will result in wetland conversion
which would make. you ineligible for most USDA programa.
W - I: elusions --thele soils are predominantly non -hydric but may have
inclusions of h-.dric soils. If you plan to clear in these areas
please call the SC; office at 592-7903 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in orde-< to flag wet areas.
PC - Prior Converted Wetlands --can be cropped and are not affected
by the wetland •.onservation provi"siors as long as the field is
not abandoned (.,at cropped for 5 successive years).
CW - G7riverted WFrla::ds--areas of hydric: noi.ls that erre) not have a
cropping histor-: between 1401-ID05 and/or were converted since
December 2:3, 1�"�5. Growing annually planted crops an this land
will result in it loss of USDA program benefits. If this land was
cropped between 1081--1985, you must establish a crop history
with RSCS to reriain eligible for USDA program btntf!Ls.
CViNA - Converted wetland--Non-Agricultural Use -Wetlands :'converted after
Nov. 28, 1990 f=ir non-agricultural purposes. These tracts will be
reviewed annual "y and will 1:-,_,e their exctmption. if the non-
agricultural ac --ivity fails or Land becomes idle.
Nin' - Ndt_ WeLlar'ld--areas that do not contain wetland.
N - NuL Highly Erodible
have made every effort Lo make Lois dtLermiriaLiori as Lain as pvesiblC' but
}•_.. `eel `..'.--_ datr_- _c:.`__vr_ i- __,currect, you heave Lilt right tc; appCal . The
p al must be in writ .ng and must state the reasonH why you believe your
have been i.ncorr _.ctly d+-termined. The appeal must be made within 15
ye of receipt of thisie.l.t=va(inaLicjn.
Sincer ly,
t �jl c. -•n r;CE'Y.
uILricc c;onsery ionise

SCS -CPA -026
3,04cgmervalion•ServiGe j$44 (luno 9l)
FAIRTU
HIGtfLy ERODIBLE LAND AND WETLAND
CONSERVATION
CONSERVATION ]DETERMINATION
IC}
. Name 3t rd Address of PrrSgn
r�
TOMMY 000GLAS FAIP�C1.61-H
RR 2 Box 69
A0TMILLE, NC 2831U
Z Date of Ftaclttest
luillIL
County
NarnEt df USDA enc o Parson — -- _ J SAMPSON
A'4 Y Ru4ucsting Delerminatian S. Farm No. end Tr -wt Nu
0 e I.+year . an s Cr?ravCa a
_
A5CS 12196 T 8I t
— -- �_ SECT*N I - HIGHLY >=ROCNSLE 1ANQ
�
F�tn NO.(sffo7AL
f5 sail staaey nOw avadatrle for making a highly vodiWa lane! dere m ir+eiiCsn? Yes R' � �
Are Iticre hi h1y,9ropiblp soil m units an this farm?_ yes a No
List ftigh,�• eiodibto fields that, according to RSCS records, wane used to Waduce an agricultutrW currirtl0diry in any-
!2 yew ;i�ng 1487
xCRES
-
List hightj erodible fiefdx that t1.Zve bete. or will be convened for the pruduction of tlgriCuttut$t W-ModiVes and, I—
mmrding Yr RSCS records, were not usW for tills purpose in any Crop year during i 9a i -t 585: and were nnl
rnrolla(l ire a UROA set-aside or diyersion program.
This Hig::Iv Erortibio Land doter minrriiora w f-
rl3 a.uma t.rd in thP.: CAltCC U Field Liz •
_
- SECTION f1 • WETLAND
—
y FIELD N6.1N 1T
Are thv hydrrc coils on this Iar,,,Q YCs Tlo 0 �;; C;
)TAC ACRE6
Wetlands (W), including abandoned wduarids, ur Farmed Wetlands (FW) or Fsrmud Wetldnds Pasture (FWP)- r
Wetlands may be {armed under natural conaitiorr,. Farmed W61.lands arid Farmed WRtlands Pasture may by
funlao _=.d maintained in the same manner as they were prkv to Ncember 23, 19a5, as king as thity are not
_ •lr i k
Friot Camrerled Croptend (PC). Wetland-. tn& nor« aonvuned pnar to Dewmber 23.1 The us0, tltanagerncnt,
trainage. and alteration of prior tmnverted Crupland (PG) are not subject to the wertand =sservatiori provr5iuns u6k+ ;
1e area reverts to Wetland as a resell of atiarrdonmt;til.
Artificial We1lrtnds (AW). ArutioW wutlands utchidG; itiill4tion indL=a wattands. These w9rlends are npt sublOct
.0 life 1 mZM Conservation provisions. _
'dinimal Elect Wetlands (MW). Thece wtmarrd; are to 1`x laiarwd according to the minimal -effect agr6mment signed
t the lirne ale rnntimal-efteot determinafion ,v.:is m�de-
ititipatuw, Wetlands (fM ift Wullandx on whine a yvt, ;on Is 3Cti: * MMgi brig a frequemly cropped 21`04 v a wetlarral
anverled tletween December 23, 1585 and November 28, 1940.
iesloiakm with Vintation (RVW-year). A restorad wetland 4111At ■rim ire vbltsitorr as a reswt of convetSiun atter
ovembeT28, 1990, or the lancing of an agrwvltural commodity or forage crop.
lamotatKrt without Violation (ASWJ. A restated wotltunJ cainverl&o between (]ewanber 23, 1985 end
)ovember 28, 1960, nn wither an agricultaest Winrtrodtty has not btrrrt l,lanted-
��
iapLgrRrw6t Wetlands (RPW). Wotlanda wtiict, are convey tart fur purposec other tnan to increazw producliUn,
flere lha rrsjVand values, we being mpixed at it second sitd-
ood Faith Weiland-- (Gf-Ml+year). Wetkands on which AGCS h6z dticimined a Y1012 iun to t7C in 9000 faith ane the
,a land tLm pears reetarod. _ -
.OrlveneC WeVands (CW) Wetlarsds com4iliid attar DmLnrrbor 23, 1905 and prlu! to Nuviel"LW 2,11.119S6. In any
;-sr that a 8grictrtturlt cr•,mmuLfily is illanted an 0h ..v Gmyrirted Wetlands, yotr -di ba irretigtt ilo tux USDA bent:IiL,.
fweried tFl irsrtd CW ) Wttl tlt ftv( Novcrnbarr [1`1 1990 You will be irwtigible for USDA
f
u
•a0mm bemf its vndl Chia wettand r• a 11urC0 y _
onvefte;f Welland Non -Ag ricultur3l a : (CWNA) Wetlands that arc wavorled Ion trees. fmh prWuchun, chrutin. 1
1nhsrtir. fionyardi or building aril ,.:,J vunzitruetlon.
-morl&d inland Tim.hnical Error (CWTE). Wutland-. thaat riot "4as a rUSu11 01 InC01`190 ORte rn.nauon
1_SCS.
lE P14nn2d 2iteration man, rrsa nn wnrlanOs in IwIdw _este WrrSideteC masnrenaXe ano are m Compfi3l o
lh FSA.—
le platirijo,J itlterallon Ma;tgarrrS nn wpO-wi& in fictrf4 ml rnslob(ml W Ue mainlmiaACL, acrd it
Stalled WJ4 cause: Ilgr area to become a ConvCiUdd Welland (CW). See ilcrtl C2 lot information on CW -year. -/
,.�.'�..
and vias :fuGvurud [01t1e perSos ora t _ -
ia walinvir; determination was Cpnlptahtd in ftoffices ; Held fl © [ _
marks.
,r•,�: ....... ... .:.,.... -. :rr:m nY .,.-., ,. ,,... ...,.......,rr/.• u..- fn uvlrrrrn�ln�y .i�rJ. SrQi1:ILlD Ot 1(..j tiagino (.onsur✓A; what j31. t]tirt
- 1 r 1 1 •! 1
,h-rtryPr 4:5PA pingtam o,,.l rr..., w. rrv.e.l lsrd,..r.. r -r. r,< A—....4 _
�a

LAGOON SITE SOILS INVESTIGATION
PRO
PROJECT: 17aZw,, lo AA AYf4 n "COUNTY:
SEP 2 1 2000RFCEi'Sp
FIELD
FIELD INVESTIGATION BY: DATE:
LA—v . 4,41.,
- - - .--- - $ b
REG. OFFICE
SITE SKETCH
TW 1
BORING
DEPTH
SCALF—
WT
(3
BORING NUMBER AND PROFILE
jo/.vj r s -'
a
I!r
ol Ag� I kk
1542 At /7j //l /C
Ad— 3
7- Z `_
40
YeAw ol
d1_3
yl A t-
A�
l(
h til �J_
-3 d
,'
BORING / SAMPLING METHOD: SIGNATURE:
19
at f.

PIG FARM #2
0$118195
Ust_to nearest residence (other than owner): 15M ft.
sows (farrow to finish) : = _ _ —___ ____— _ _ = = _
sows (farrow to feeder): eder): —_r===—
head (finishing only):==
sows (farrow to wean) : —
head (wean to feeder): = _ = _ _
Ave. Live Weight for other operation s(lbs.)- =>
Storage volume for sludge accum. (cu. ft):=:
Treatment Volume (min. 1 cu. ftltb.)===____�,
25 Year --- 24 Hour Rainfall --
Rainfall in excess of evaporation (in.)
Drainage area of buildings °: lots (sq. ft.) =
Volume of wash water (gallons/day)
Temporary storage period (days)= _ _ _ _ _ _ _ _ _ _ .-
Freeboard
Side slopes {Inside lagoon):===_____________:
Inside top length
inside top width(ft�:===____—__
Top of dike elevation
Bottom of lagoon elevation (fit.):
Seasonai nigh water iable(SITYV'D e#ev.(ft.):= =.
Total required volume: = === = 126524 cu_
Actual design volume.=--=_= ___—__= 744927 cu.
Stop pumping el.(- or = to 98.0 ft_S'q. VvT:.
(:. or = to %.7 ft-PAin-)
%quirsd minimum treatment volume- 78OW cu.
Volume- at :;top pumping elevation : B$222 cu.
Sta11par;1p=ng
1.0
7.0
7.0
180
1.0
3.0
163.0
155.0
102.7
92.T
95.0
ft_
ft.
99.0
ft.
ft_
100.8
Volunio at strrtpumping ol@vation: 124609 cu. ft.
Actual volume less 25yr-24hr- rein: 130 i 1-C) cu. ft.
NOTE Verify ti-ot temp. stcvage is adequate:
Req. volume to be pumped: = = _= • 337W cu. ft_
Ac;'uai :roturne to be purnped:==:-• ; 6G 26 cu. ft_
**TOTAL VOL O.K.**
"*TRMT. VOL O.K."'
113.11C'C.
*3'STORM STOR. O. K.
1 V 4 . 8ro/
"TEMP. VOL O.K."
107.70"/x.

perator:FAIRCLOTH PIG FARMCounty: SAMPSON
!stance to nearest residence (other than owner):
AVERAGE LIVE WEIGHT (ALW)
Date. 08/18/95
1500.0 feet
0
sows
(farrow to
finish)
x 1417
lbs. =
0
lbs
0
sows
(farrow to
feeder)
x 522
lbs. =
0
lbs
0
head
(finishing
only)
x 135
lbs.
0
lbs
0
sows
(farrow to
wean)
x 433
lbs. =
0
lbs
2600
head
(wean to feeder)
x 30
lbs. =
78000
lbs
Describe other :
0
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb— ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL. DESIGNED VOLUME
Inside top length (.feet)--------------------- 163.0
Inside top width (feet)---------------------- 155.0
Top of dike elevation (feet)----------------- 102.7
Bottom of lagoon elevation (feet)------------- 92.7
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon) ---------------- 3_0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE=' LENGTH WIDTH
3.0 3.0 3.0 3.0 157.0 149.0
AREA OF TOP
LENGTH - WIDTH
157.0 149.0
AREA OF BOTTOM
LENGTH * WIDTH
103.0 95,0
23393 (AREA OF TOP)
9785 (AREA OF BOTTOM)
DEPTH
9.0
AREA OF MIDSECTION
LENGTH WIDTH - 4
130.0 122. a 6-3^240 ( AREA OF MIDSECTION + 4 )
CU. FT. _ (AREA TOP - (4 -AREA MIDSECTION) - AREA BOTTOM) DEPTH/6
2.3393j. 0 63440.0 9785.0 i. 5
Total Designed Volume Available = 144927 CU. FT.

Y,.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
163.0 155.0 25265.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25265.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 76000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 13048.1 cubic feet
3. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
,. Volume of rainfall in excess of evaporation
Use period of time when rainfall e:-:ceeds evaporation by largest amount.
180 days excess rainfall - 7.0 inches
Volume = 7.13 in * DA / 12 inches per foot
Volume = 14737.9 cubic feet

K Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14737.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
5B.
0
cubic
feet
5C.
14738
cubic
feet
5D.
14738
cubic
feet
TOTAL 48524 cubic feet
SUMMARY
Temporary storage period=============-======>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Siwe slopes==--------------T__-___-___,=__t=>
3.0
. 1
Inside top ler,gth___________________________>
163.0
feet
Inside top width____________________________>
155.0
feet
Top of dike elevat3GT,=====--=-====-==--====->
102.7
feet
Bottom of .lagoon elevation==================>
92.7
feet
Total required volume===== -------------=--=T>
126524
cu. ft.
Actual design volume=======---=--=--------=-}
144927
cu. ft.
Seasonal high watertable elevation (SHWT)===>
98.0
feet
Stop pumping elev.__________________________>
99.0
.feet
Must be > or = to the SHWT elev.==========>
98.0
feet
Must be > or = to min. req. treatment el.=>
98.7
feet
Required minimum treatment volume===========>
78000
cu. ft.
Volume at stop pumping eleval;ior,==-=___=_=_=>
88222
cu. ft.
Start pumping elev. _________________________>
100.8
feet •
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
130189
cu. ft.
Volume at start pumping elevation=====___-__=
124608
cu. ft.
Required volume to be pumped-=====_=====_===>
33786
cu. ft.
Actual volume planned to be pumped==========>
36386
cu. ft.
Min. thickness of soil liner when required=->
et
�1.5
DESIGNED BY: APPROVED B Y: /�
DATE: DATE. 01ZlN
'GTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS:

_501L CONSERVATION Si-AVICE
y_v WST ROWAN ROAD
�rrtTQ , NCPTH CAROLINA 28328
HONE [phone]
UNITED STATES
DEPARTMENT OF
AGRICULTURE
!)MMY DOUGLAS FAI RCLOTH AUGUST 25, 10 94
R 2 BOX 59
.ITRYVILLE, NC 28318
BAR MR FA I RCLOTH :
iedbe find attached Favi SCS -CFA --026 for tho tract3 you rc:poit_c_d to ASCS when
nu completed a Highly Erodible Land and wetland Conservation Ccrti-ficati.on.
~Eland determination may be incomplete in woodod arena and unnumbcrcd fic:ldc.
;Lore clearing, draining or altering these areas for any use, Contact ARCS and
Dmp,le;e a new Form AIS -1026. Failure to do so could result in loss of
I igil-Alit.y for USDA be refits for all the lard you farm. Each field has a
(FiL Ol oil iL which repre.sence its cla8si.ficacion. The following uymbuls apply
your farm:
Wetlandc clearnng, draining or altering these area6 to make poeeibl.e
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA Programs.
W - Inclusions --there soils arc predominantly non -hydric but may have
inclusions of hydric soils. If you plan to clear: in these areas
please call the :.SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in cmdew to flag wec areas.
PC - Prior Converted wetlands ---can be cropped and are nou affected
by the wetland -nnservation provisions as long as the field is
not abandoned {,got cropped for 5 successive years) .
Converted Wet l a::dg--areas of hydric nods that cin not have a
cropping histor7 between 1901-1235 and/or were converted since
December 23, 1955. Growing annually- planted crops on this band
will result in " lass.of USDA program benefits. If this land was
cropped between. 1981-1985, you must establish a crap history
with ASCS to remain eligible for USDA program bannfiLs.
CWNA - Converted wetla;&--Non-Agricultural use -Wetlands converted after
Nov. 28, 1990 €"r non-agricultural purposes. These tracts will be
reviewed annual .y and will lase their exempt. ion if the non-
agricultural ac ivity fails or land becomes idle.
Nin' - N01- that do not contain wetland.
N - NVL Wet.lraSd--tat -- Highly Erodible
have made Every uffort Lea mike Lhis WLCrminaLioa aS foir as pvasiblc, b'uL
ow fool hz Anta_mir_a`ion in iocurucc:t, you have Lht Vight to appeal. The
p31 must be in writ .ng and must state the reasons why you believe your
c_6 %1 have been incorr .-ctly determined. The appeal must be madc within 15
ya Of receipt of this knormiaaLion.
Sincer ly,
�DenCc:��
District c:onsery ionisz<
.achments
ASCS

rK
CartsSCS-CPA-026
soil ervatior, Service 5844
FAIRTi1
HIGHLY ERQp(BLE LAND AND WETLAND
CONSERVATION DETERMINATION
t, Neme grid Address s.1 Person
TOMMY UOUCi�11a FAIl;Ci_D?H
RR 2 80X 59
AUIRYVILLE, NC 2831
f- Nafn6 of USDA A )gncy or Person RugLtCS[inq Dofrrininalivn Y —-
5. Farm No and Trot N{,
ASCS 12196 T 811
I - MGHLY ERODIBLE LAND _
1S Solt Sufvey now availahic- for fn211ino a highly Vrodtnrd larrJdeterrttirration? Yes[]�_ No [ �, _
Ara Iher6 hrgr erodit[iE sad roup uniks on this harm!_ Yes Cl No -
List 14" erodibt8 fields that. according 10 ASCS records- were Wed 14 prndUCa an 294CU11urat CurniTludity in any
Corp Year during 1981.1965. '
List highly rrodihfe field% that tuivy beta. Ur wiil tx (OrrvenoU lot the pfodurtion of agricuhural r:umrnOdities and, -
rtc[prdinGr to RSCS rocvrds, were
not usW lot [las propose in any crop year aurirau 196;.198y.:,no were nal
entoliea ir1 a USDA set-aside or rlirefsion prWram-
This H N EtoeliNo Lan(i daterminntiorr wat Lustilcied in 1hP.: 0111CC E Field Ca- J
SECTIrNN It - WETLAND
z Data of R"t*rt
_ a/tV(`
3. County
_ SAMPSON
FIEt n NO -t:1 10TAL Acus
FI€lp No,m) TOTAL 1, SP
_ Are there h lir. cods on this. far,.t? Yc3 1�0 ❑ _ � ---
Werfanas (W}, inCluding abandated wdliands, v Farnmd Wena ids (FW} or Farmed Wetlands Pasture (F -WI').
Wetland, may be farmed under natural Condiliorrs. Fain=t. W6ttands arid Farmed Wrigands pasture may bid
lafolua and mi intained in lire same manner as they were prior to Dowmtler 23, Ices, as hung as they aro riot
abandone=d.
PriOr ConY8rled C-fOPLand (PC). W6t1flnds that nuro cvnvurtW prior to Dc-LVffiber 23, Iii1n The use, management.
Drainage. and alteration of prior converted Crupuland (PC) are not Lubjecl to the wetland cur,servatlorr pro4sirxls urle;.
Me area revens to wetland as a resuff oI abar,donrr,er,l.
Artilir;ial Wetlnrxfs (AW). Artilidal vrctlends irrclndeS irrircleiiOr' 1f1dt1GPd wetland;. Those wetlands ate not subjoc-t
to the wetland conservation provisions.
Mtnimai Effr3G Wrtfinds (MW)- Theco wetland, yre w be I,stnrvd according to Ina minimal-etfeci agrovment r;;3ned -
at the lirnir the nliiiimal-etlect determination wds m4dv-
Mitipatinn Weiland= (MIW). Wutlands ori wti.Wj. r IA--in-un Is aciivuly mitigating a fiaquently cricn4ped 2m;j or a werlar-0 .
converted tk lween DeCeMbef 23. 1985 and Nov[+mber 28, 1990.
lies for aiion With Violation (RVW-year). A nc,rorad+ctland tttdl wst: xi Y101Al1Ot1 as II rGSU1141 f OnY�r�i()h aflof R
Noverrlbei 28, 1 M. or the plantirk) of an aatitvitural commodity or sotage crop � � —
Rev oe.l[;VrrwithotilViola Lion tk5W)- Are'.toradwttttsutdconvenr-dwrvveenix:c: (nber20, Io65and
November 28, 3900' on Wlricir an agiriuiltur ai wtluuodily has not DcW'r plaided.
Repinr'.rnvtrit Wet1"$ (APVVj. W014und.-1 +`lLd, arc Wrevcr itro Jut purposes' other Inan to increaasti production,
wnere the m0and values itre being rnpl;lccd tui tr ,ecc -4 site. _
Good Frith WetlerldS (GfW+yogi)- WullarW:, ori wliit I%AG03 vv&u uciclrnined a violation Low irk Sow faith 1116 the
wi3liacid his' Won rostorerl.
Converted wetlands (('-W) Welland* con"ruid stlar DLccmbor 23, 1905 w%d ptI04 w Nu-11lUer 20, 19-96 - In any
,par triol an �gricuttural conirliudily iv planted on [h6 -,v t urrvr•.rted Wottartd<• ycw will bu inelot-Ao tut USDA Dencfits.
C.Vwerled�nd (CWS year)_ Wtuands convcr 1W aftui Noverntwr ;Ctl, 1990. You will W irtufigiot for USDA `
xoQc"m benefii9 until this wetland i-; rcatuieri t w
i -
Z�onvrnl:d Wetland Non-Aoriculturaf u;,i; (CWNA) Wetlands that aic wrrvGfle.3 101 llutrs. li-h propUCIPOrt, shnutk'-•
ranhRrrir" vinnyerds or buitchng and t -ad vu(cilruction. 1
:onvoned Wetland T...;hnicnl Error (CWTE). W013ridn, that %vers. C.an%,arj a ivrull Dr incorrect 4E1ermination
)y SCS.
he planned at(er&tion m©asurAA nn wAllatYl; in r.r•kI: _ 1:11n wrrsidere+mafnioriAA> E and ate rr1 CO mpti3ncO
enn FSA.
tie planni d alteration meaU,rrs on wetland•. in l aim aru not r, insisara 1
11; ue rnacnlcnance :rr Ki ,f
lstalkrd will cauS4 Ilia area to bacorttta a Converli U Wetland (CW) See ilcin .� for intormaslorr vn Cw - year.
he vvnllnrdtt chotern-1 "tion was complulwl in the cl!c L 1 tesla and N65 chAvurridEl rnailod -10 the pes:Ai on _
6maric�
�� (.f Y � \' �. r [
i . 1.
1. �• i { i. \ .. - t i
r,:: , . r-- � `,, .:) •:, ;, r. 1 : L,L_���r rpt r t'.. ., ,. � T. � - t" �
7tn,1• riutirlte ali,,.a• jorrmin:trr(M it ,-.'rr-r.'t u,.Jwr.yw,rrfi.+ a3 in rrrse, 'ulrrrr,•zr 30. SIgnaLUfQ 01 SC:S Di -,;rrCt consarvwr .n.st
3i. Date
rihifiry Jix CISPA proglam heAejirs..,.,,i A«,...rr!<en.f

RECOVED)
SEP 2 12000
OPERATION & MAINTENANCE PLAN FAYET i EV: LLE
Proper lagoon liquid management should be a year-round priority. It is especs y
important to manage levels so that you do not have problems during extended rainy and RECEIVED
wet -periods. WATFf; ^'T Y
M lira= 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 l � U
exteaded rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winterlearly spring, irrigation according to`isw}; -5a peur:.a!bng
a faun waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/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
irrigate 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 mannntenan�f+ nr a i���,yn 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 fertilizer applied should be
based on a soils test, but in th ent that it is not practical to obtain
a soils test each year, oon a ankment un ' g areas
should be fertilized th 800 per acre 10-1 1 r
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, gracing, 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
? 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
Embaakment---look for.
I. settlement, cracking, ng, or "jug" holes
2. side slope stability --slumps or bulges
3. wet or damp area on the back slope
4. erosion due to lack of 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 Un7ear
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:
I _ recycling pumps
2_ irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or gzinding
noise, or a large amount of vibration, may indicate that the pump is in need or 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 yourpumping
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:
I. adequate vegetation
2. diversion capacity
3. ridge berm height

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 b hours after the raze (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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
I. 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
tilling 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 occour 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 S.Q.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical spec=ialist 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 air-
optimum
reoptimum for treatment. Pit recharge systems, in which one or more buildings are drained-
and
rainedand 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.
Muiimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
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 lever (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/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.
Do not pump the lagoon liquid level lower that 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 etch 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 2 -
pollutant
pollutant discharge.
Sludge.Removai:
Rate of Iagoon sludge buildup can be reduced by:

proper lagoon siting,
_ mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
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:
Aire 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 dragiine 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 forageiand; 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 tate 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. Qose
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 phosphores, 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 az 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 Iagoon 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
easL=g 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 dam 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 protest 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 darnage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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 tate
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

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Mark Godwin
1177 Eldridge Rd
Newton Grove, NC 28366
Dear Mr. Godwin,
.lune 4, 1997
SEP 2 l 2000
REG. OFFICE=
5ubjeet Chang&'6LOwnership
Facility numbers 82-611 and 82-633
The Division of Water Qualtiy has been informed of your purchase of the Faircloth's Pig
Farm and the Faircloth's Pig Farm #2 previously owned by Tommy Faircloth in Sampson County.
The Division of Water Quality (DWQ) has assigned these farms facility numbers of 82-611 and 82-
633 respectively which you will find on the attached sheets. Please reference the facility number
on all correspondence with DWQ which is in reference to this farm. Please complete the attached
Notification of Change of Ownerships form to the best of your ability so that we may update our
records. If the farm is no longer being operated for swine please complete the attached form and
attach a note that the farm is no longer operated and that you would like the farm to be removed
from our Animal Operations List. You are also required to designate a certified operator in charge
for each facility. Please use the enclosed forms to designate the certified operator in charge for the
facilities. If you have any questions regarding waste management regulation for animal operations
please contact the Sampson Soil & Water Conservation District at 910-592-7963, or you may
contact me at 919-733-5083 ext 502. Thank you for your assistance.
�v
cc: Facility File
Sincerely,
Sue Homewood
RECEIVED
WATFR UUklkl 'TY SEC, T i0N
. ' i;----,-- j
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

l:;: 2
Notification of Change of Ownership
Animal Waste Maiiagelnent. Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .02I7(a)(1)(H)(xii) this form is official
notification to the Division of Water Quality (DWQ) of the transfer of ownership of an Animal Waste
Management Facility. This form must be submitted to DEM no later than 60 days following the transfer
of ownership.
General Infordo FrP_V: a sJ t C
nsc V -D
Na[ne of saran: r�;r►o 's ��.�. �° �►,.•� &,,.rser,., 5 Facility No:
Previous Owner(s) Name: Fe.I r'CA Phone No: S 31- y I?
New Owner(s) Name: 6 G r t ar, r a. 17 oc .a: r1 Phone No: N I4 2 59u
Mailing Address: "1 rl d r', a d r, PQ 83b to
Feu nt Locariotr: Fourteen Digit Hydrologic Unit: Q 3 0 30 o 0,6
Q a l b
Latitude and Longitude 3� o Sy J 3 y 1 :zf0 36 "M r� County:_, r to P S cw
Please attach a copy of county road ,nap with location identified and describe bellow (Be specific: road
names, directions, milepost, etc.): �Krr, rN� ±`d -L*CJa tmes.L
�T Q ! 2, ,1 e_ -6 r^— I?i. �`(*r.IlC �P 0c, 1' :5>,t
Onerat'ton Description:
Tty� f Swine No. of Animals Type of Pottltg No. oJ'Anhnals Type, of Crulle
W-Vean to Feeder ;j700 0 Layer 0 Dairy
1:1 Feeder to f=inish Q Pullets Ct Beef
0 h=arrow to wean
No. n1'Alli+nals
❑ Farrow to Feeder
❑ Farrow to finish Other Type of Livestock: Number of Animals:
Acreage Available For Application: % • 5 Required Acreage:__ -
Number of Lagoons f Storage Ponds :_ Total Capacity: %'y 92 Cubic Feet (ftp)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. t (we) understand the operation and
maintenance procedures estabtistied in the approved animal waste management plan for the farm nained above. and will
implement these procedures. I (we) know that any CxpanSlon to the exisling design capacity of [hC Waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of Water
Quality (DWQ}) before the new animals are stocked. I (we) understand that there trust Ue no discharge of animal waste from
Elie 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 [here must not be run-off from the application of animal waste. l(we)
understand that run-off of pollutants from lounging and heavy use areas trust 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 raid Water Conservation District- I (we) know that any modification must be approved by a Iechnical specialist and
submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership requires written
notification to DWQ or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of New Land Owner AS „ink Lor God.&& -;in _ -
�_,,/� r /
Signature: l I 0—pt �.�� 1�Iiir>i�y,t Date:_777
' /- q
Name of Manager(if different from owner).
Signature: e --!r
Please sign and return this form to: N. C. Division Of Water Quality
Water Quality Section, Compliance Group
Ralei,,ll, NC 27636-OS35
NCO -- hla)' 3, 1996

I
WASTE UTILIZATION PLAN AGREEMENT SE 2 12000
viLLE
Name of Farm: Godwin Nursery SCD #1 & 2
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 Division of Environment Management (DEM) 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 DEM upon request.
Name of Facility Owner:'.
(Please print)
Mark Godwin
Signature: %�r,4.� _ Date: (Q - Z'9 -6Q
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: (Please print)
Date:
M. Kevin Weston
Affiliation: _ Murphy Family Farms ^
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signature: Z-_�/,/Date: . G��o�as
Page 8

39 N}.l2rd?bi 15:001 1319"7i5-ba4a ING NCN DISCHNRCE: ER FMS 74
`State of r Orth Cal'dina
Deoartrn rt of Environment —~
and Nattl ai Resources
Division of Nater Quaifty
James B.unt, Jr., Governor
Bill Holma , Sec.*eianj
Kerr T. St veils, Director
MAR K 8' T_O 4 GODia
GOD'% N NL SER Y SCD #i & 2
1 3 7 7 ELDRIE 7iE RD
1a'E_WT 0N G VF- NC 28-56
Dear Mark a. tera G odwii
SEP 2 2000
REG. OFF1
Ma -11 31, 20Ri.i
4
NCDENR
H A-
F-rjv or4ME1JT AND t+t.zC1t1R� RIrSCnigCES
RECEIVED
SEP 0 8 200u
ArF+l:cati_n I��dA,���I�Il Y SkC: i l�N
Addiricna: tnfc a t�tPerrrllt6nj
CxvJwin Nursen, SCD #1 & 3
Arima Waste Opzratian
Satnason County
Th: Non-Disclarge Fe.rni ti ip unit has ccmt+ieteL' n ��e l:Ti:nary zn6nmrin; review o: the subje:-zi: appiic3rion. Additional
informa_ion is eaui; ed before u: Can contimn cur rcvizw_ Please 3irlreis the fL)11wA-ir.•a by.lutie 30, MOD:
1. Pleas-, h3 a tl�e C1ti7e ni 4woe; sign and ate the Wasto litilizLlizin Pltui (WUP-) AE•'re;nent.
2. Pleur; pr,--id-e- x t•Ieaer mzf: t.'�at iden[i`les (oudi_les or hiehl ghrs) and sh'lws 'ice acreage= fnr each field to
be used for wa$te arpli_a;;cr,.
Please dote tt all WUP re-,isions :rust be signed and dated by bAh the bw-ner and the technical specialist. Please
FCL-rericc Elte bje.ct pemut applicatiar. r!zmbcr when p ovirling The regussm�4 infoTmatioa. "Al infonnation shoull b: sign:r,
seaied, aid su ,itird in dupUaLte Lo my zamn;.ion at she radress below. The information rtq-tsted by this ktte:r rnu;t bs
subm�~u 0n before ILne 30,20j or the Division uxil'-re[um your apnlicaticn as incosttplete in accordance with !]A
ti.C.A.C_ 2II _ 2'00 and your facibry will Cie C-onsid: and to be opesnting without a permit.
1'lrxse be vivi d [nest aperatior, of the- ;object ani ta; µ'rite mtina;erntnt system without a v iid p.rmit is a violation of No -ch
Camlir.r. Gcnc 15:atute 7-i-:l�.i an; will s::�iect }:�u t:� the erf�rcanent zti�hori:yof :lte En.irzn.men�l tvii*savement
Carrant'.ssi ��st.
Ii yvu l`av an q iestiars rerz*oins th request, please call me at ;919) 733-5053, extension 545.
Sincespyl, l.-.
s(Usaa C'a+ley
]=rivirnrtuierital Engineer
Non -Discharge Nf itung unit
x: Fayrrte•.4 R -c -p :al Duce. Winer Qwdiry
Pcrnit Fib
1617 Md] Service Csnter, Raleigh, North Carolina 27699-1617 Telephone [phone]US3 FAX [phone]
Atj Squy 0Mor1Ln1ty Aff,-Mativa Aetior, Etr.plover 5W. recycled/ 10% post-MnSuMnr paper

Per
-Ar
lop,
-74
Per
-Ar
lop,