310522_INSPECTIONS_20171231

NORTH CAROLI NA
Department of Environmental Qual

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-522 County: Duplin
Facility Name: 3 Boys Run II
Certified Operator Name: W Gregory Thornton Operator Number: 1001866
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to.the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
3
N
18
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: 6/2/2018
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.
3 Boys Run Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-214-6359
3/8/2018

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 3
line m = 415.1
lb PAN
2,
Structure ID-.
line m =
lb PAN
3,
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 415.1lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window
10734
9
coastal bermuda
5.20
269.00
1398.8
Mar -Sep
11081
5
coastal bermuda
5.73
269.00
1541.4
Mar -Sep
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2940.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 415.1 lb. PAN
PoA (30 Day) 2/21/00
KA

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i
x. Crop's remaining PAN balance (line v from section III) = 2940.2 lb. PAN
y. Overall PAN balance (w - x) W -2525 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options. recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will occur as weather and field conditions permit. Additional land in row crops
is available for pumping if needed.
PoA (30 pay) 2/21/00

R
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL_ PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): 13
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 1.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 40000 Jft2
e, line c/12 x line d x 7.48 gallons/ft3 37400 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g, volume of waste produced according to structural design 161460 ft3
h. current herd # 1200 certified herd # 1200
actual waste produced = current herd # x line g = 161460 ft'
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I, current waste analysis dated 1 5/5/2018
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tali shown below)
0 ft3
23357 ft3
230405 gallons
1.55 lbs/1000 gal.
415.1 lbs. PAN
PoA (30 Day) 2/21/00

Water Resources
Environmental Quality
Warren Gregory Thornton
3 Boys Run Farms II
709 SW Blvd
Clinton, NC 28328
Dear Warren Gregory Thornton:
RECEIVED
JUN 0 8 2018
NCOEO
MiAit3TON RO
June 8, 2018
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Inierrm Director
Subject: Certificate of Coverage No: AWS310522` 7
3 Boys Run Farms II
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your May 31, 2018 Notification of Change of Ownership, we are hereby forwarding to
you this Certificate of Coverage (COC) issued to Warren Gregory Thornton, authorizing the operation of
the subject animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the construction and operation of the new irrigation system as well as the
continued operation of the existing animal waste management 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 3 Boys Run Farms II, located in Duplin County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 2,400 Boar/Stud:
Wean to Feeder: 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.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS310522 dated October 1, 2014. 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 read this COC and the enclosed State General Permit carefully. Please pay 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.
State of North Carolina I Environmental Quality j Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

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 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 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 Program 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 Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
http://www.weather.aov/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office staff
may be reached at 910-796-7215. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
6kli ,L�
for Linda Culpepper
Interim Director, Division of Water Resources
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS310522)
Smithfield Hog Production

I%
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
--Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington Regional Office, Water Quality,Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
Permit File AWS310522
NDPU Files

OF VV A r6A Michael F. Easley, Governor \
O� QG William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
`{ Division of Water Quality
May 1, 2003
Ivey / Eunice Knowles Jr / Knowles
Ivey Knowles Jr Farm
539 Fussell Road
Rose Hill, NC 28458
Subject: Certificate of Coverage No. AWS310522
Ivey Knowles Jr Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Ivey / Eunice Knowles Jr / Knowles:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 20, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ivey /
Eunice Knowles Jr / Knowles, authorizing the operation of the subject animal waste collection, treatment,
storage and land application system in accordance with General Permit AWG100000. The issuance of
this COC supercedes and terminates your previous COC Number AWS310522 which expired on April
30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ivey Knowles Jr Farm, located in Duplin County, with an animal capacity of no
greater than an annual average of 2400 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of thesows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004.- Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plari 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 tote
under this Aemvt_convey _any nrooerty rights in either real oryersonal oroverty. ��++
nlMMOR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled110% post -consumer paper

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PRODUCER: Ivey R. Knowles & Eunice Knowles
LOCATION: SR 1133, 539 Fussell Rd.
Rose Hill, NC 28458
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 2400
(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, 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.

•� 1
Am66ht of Waste Produced Per Year (gallons, ft, tons- etc.)
2400 animals X M (tons) waste/animal/year = 4,560.0 (tons) waste/year. L
Amount of Plant Available Nitrogen (PAN) Produced Per Year
240a animals X 2.DI lbs. PANlanimallyear = 4,968.0 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) "2-stage lagoon Tech
on 1 lagoon
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 Pull Soil Crop Lbs. N Acres Lbs. N Month of
# No. TvDe Per Acre Utilized ADDlication
T1048
1
AuB-GoA
Bermuda G
235
1.23
289.05
March - Sept,
T1048
,2A,2B,2
AuB-GoA
Bermuda G
235
5.90
1386.5
March - Sept,
T1048
3,4,5,E
GoA
Bermuda G
275
3.56
979
March - Sept.
T1048
6A,7,8,9,lC
NoB
Bermuda G
260
8.01
2082.6
March - Sept.
T1048
11,12
NoB
Bermuda G
260
2.99
777.4
March - Sept.
OPTIONAL
T1048
1-12
NA
Small Grain G
50
21.69
1084.5
Sept. - April
Total 1 21.691 5,514.60
"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.&Id Mectation,
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 r

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cable 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 I Crop Lbs. N Acres Lbs. N Month of
�. Itilized..
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 21.69 5,514.60
Table 2
Total 21.69 5,514.60
Amount of N Produced 4,968.00
Surplus or Deficit 546.60
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 preventover
application of nutrient or other elements.
Page 3

a
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.
GoA Bermuda 0.5.5-1.0
NoB Bermuda 0.5.5-1.0
GoA/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 1K days of temporary storage and the temporary storage
must be removed on the average of once every 5 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 'wetted 'acres. Irrigation design done by q"I Hall. Grower will be changing _
all land to bermuda in this coming season. In the interem, use rates shown on the previous
plan. .."'
Page 4

REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

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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 fail 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

,. ,iF eae rfa x P I d ry j� BM ' guy s rREQUIRED SPECIFICATIbNS
17 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.
18 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.
19 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.
20 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.
21 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. Soi( 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 live (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

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WASTE UTILIZATION PLAN AQREEM.ENT
Name of : Eunice Knowles
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 fled on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Ivey Knowles
(Please print)
Signature: Date:
/ ��LL
Name of Manager (If different from owner):
Signature.
Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Signature:
Rose Hill, NC 28458
Page 8
-00

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3/-54
bUlIR
Nutrient Management Plan For Animal Waste Utilization
01-18-2007
This plan has been prepared for:
M&R
Blake Moore
PO Box 338
Harrells, NC 28444
[phone]
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, NC 28444
(910) S -4493
,z
Developer Signature -INT- D
Type of Plan: Nitrogen Only with Manure Only
Ar'R 0 6 2009
Owner/Manager/Producer Agreement BY'
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: 2-vL2Zf
Technical Specialist 4iignature Date
370727 Database Version 3.1
y � v
A is M
�t 1M
Date Printed: 01-18-2007 Cover Page 1

14trients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,224,800 gals/year
by a 2,400 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage ca acities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
5124
Incorporated
8800
Injected
9691
Irrigated
5570
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
6,081.68
2,429,273
-204,473
:vote: In source ID. S means standard source, U means user defined source.
370727 Database Version 3.1 Date Printed: 01-18-2007 Source Page I. of I

.ible shown below provides a summary of the crops or rotations included in this plan for each field Realistic
.d estimates are also provided foreach crop in the plan. In addition, the Leaching Index foreach field is shown,
,lere available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1048
1
1.23
1.23
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1048
10
0.67
0.67
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
11
1.87
1.87
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudegrass Pasture
6.5 Tons
1048
12
1.12
1.12
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
2a
2.25
2.25
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1049
2B
1.02
1.02
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
1048
2C
1.85
1.85
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
2D
0.78
0.78
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
3
1.11
1.11
NIA
iGoldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bcrmudagrass Pasture
6.5 Tons
1048
4
0.491
0.49
NIA
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
5
1.09
1.09
NIA jGoldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
6
1.87
1.87
NIA
Goldsboro
Small Grain Ovcrseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
6a
1.83
1.83
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
7
1.63
1.63
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1048
8
2.26
2.26
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
1049
9
1.62
1.62
NIA
Norfolk ISmall
Grain Ovcrseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN TOTALS: 22.69 22.69
1 ten- n'7 rlarah4vo W-;_ 'A IRory Pr:.MPrI r r i unnm

,T
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
�= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
1-1n 7^1.7 rlamkh V._; n 11 1 iloro A.iw* A 111 Rl nnl

ew .
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the numb er,.,.
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be gown, their nutrient requir,__,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by,the operation.
Waste Utilization Table Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RegV
(lbs/A)
Carom
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Metlnd
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManumA
pptied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
I OOD
gal/A
Tons
1000 gals
tons
1048
1
S7
utryville
1,23
1.23
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig,
50
19.97
0.00
24.57
0.01
1048
1
S7
tmyville
1,23
1.23
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
2D2
0
0
Irrig,
2DJ
80.69
0.00
99.25
0.04
1048
10
S7
Norfolk
0.67
0.67
Small Grain Overseed
1.0 Tons
1011-3131
So
0
0
Irrig.
50
19.97
0.00
13.38
0.01
1048
10
S7
Norfolk
0.67
0.67
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9130
222
0
0
Irrig.
222
88.68
0.
59.4I
0,01
1048
11
S7
Norfolk
1.87
1.87
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
brig.
50
19.97
0.00
37.35
0.01
1048
11
S7
orfoik
1.87
1.87
Hybrid Bermudagnm Pasture
6.5 Tons
3/1-9130
222
0
0
Wig,
222
88,68
0.00
165.82
0.01
1048
12
S7
orfolk
1.12
1.12
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig,
50
19.97
0.00
22.37
0.01
1049
12
S7'Norfolk
1.12
1,12
Hybrid Bermudagmss Pasture
6.5 Tons
311-9/30
222
0
0
Irrig,
222
88.6
0.00
99.32
0.04
1048
2a
S7
Autryville
2.25
2.25
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19,97
0.00
44.94
O.Ot
1048
2a
S7
Auuyvitle
2,25
2,25
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
181.55
0.01
1048
2B
S7
Autyville
1.02
1.02
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig,
50
19.97
0.0
20.37
0.01
1048
2B
S7
Autryville
1.02
1.02
Hybrid Bermudagrass Pasture
5.5 Tons
311-9130
202
0
0
brig.
202
80.69
0,00
82.30
0.0(
1448
2C
S7
Goldsboro
1,85
1.85
Small GrainOverseed
1.OTtms
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
36.9511
0.04
1049
2C
S7
Goldsboro
1.85
1.85
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9130
222
0
0
Irrig.
2
88.68
0.
164.05
0.04
1048
2D
S7
Goldsboro
0,78
0.78
Small Grain Overseed
I.0 Tons
L011-3/31
50
0F
brig
50
19.97
0.
I5.56
O.Ot
1048L213
S7
Goldsboro
0.78
0.78
Hybrid Bermudagrass Pasture
6.5 Tons
3/1.9/30
222
0Wig,
222
88.68
0,
69.17
D.Or
370727 Database Version 3.1 Date Printed: 1/18/2007 WUT Page 1 of 2

i
Waste Utilimuon Table
Year
i
4itrogen
Comm
Res.
Manure
Liquid
Solid
Licu,�,
PA
Fert.
PA
anureA
Manure
Manure
[nutrient
I
Nutrient
I(lbs/A)
Nutrient
pplied
Applied
Applied
,y
'
RegA
Applied
Applied
(acre)
(acre)
(Field)
(FieM
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
I
Applic,
Period
N
N
1048
3
S7
Goldsboro
1.11
1.11
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1048
3
S7
Goldsboro
1.11
1.11
Hybrid 8erntudagrass Pasture
6.5 Tons
3/1-9130
222
0
1048
4
S7
Goldsboro
0.49
0.49
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1048
4
S7
Goldsboro
0,49
0.49
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
1048
5
S7
Goldsboro
1.09
1.09
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
1048
5
S7
Goldsboro
1.09
1.09
Hybrid Bermudagrass Pasture
6.5 Tons
311-9130
222
0
1048
6
S7
Goldsboro
1.87
1.87
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1048
6
S7
Goldsboro
1.87
1.87
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
1048
6a
S7
Norfolk
1.83
1.83
Small Grain Overseed
1.0 Tans
10/1-3/31
50
0
1048
6a
S7
Norfolk
1.83
1.83
Hybrid Bermudagrass Pasture
6.5 Tons
311-9/30
222
0
1048
7
S7
Norfolk
1.63
1.63
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1048
7
S7
Norfolk
1.63
1.63
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
1048
8
S7
orfolk
2.26
2.26
Small Grain Overseed
l.0 Tons
10/1-3131
50
0
I048
8
S7
Norfblk
2.26
2.26
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
1048
9
S7
Norfolk
1.62
1.62
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
1048
9
1 S7
Norfolk
1.62
1.62
Hybrid Bermudagrass Pasture
6.5 Tons
3/I-9/30
222
1 0
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Appfia
Method
Obs/A)
N
N I
1000
ga1/A
Tons
1000 gals
ton!
0
Irrig.
50
19.97
0.
22,17
0
Irrig.
222
88.68
0.00
98.43
0
Irrig.
50
19.97
0.00
9.79
0
Irrig.
222
88.68
0.00
43.45
0
Irrig.
50
19.97
0.00
21.77
0
brig.
222
88.68
0.
%.66
0
Irrig.
50
19.97
OM
37.35
0
brig.
222
88.68
0,00
165.82
0
Irrig.
50
19-97
0.00
36.55
0
Irrig.
222
88.681
0,00
162,29
0
Irrig.
50
19.97
0.00
32.55
0
Irrig.
222
88.68
0.00
t44.54
0
brig.
50
19.97
0.00
45.14
0
brig.
222
88.08
0,00
200,41
0
Hg,
50
19.97
0,00
32,36
0
brig,
1 222
88.68
0.00
143.66
Total Applied,
1000 gallons
2,429,27
Total Produced, ID00 gallons
2,224.8
Balance, 1000 gallons
-204.4
Total Applied, tons
Total Produced, tons
Balance, tons
0,01
0.01
0.01
0.01
0.01
0.01
0.01
0.04
0.a
0.01
0.01
0.01
0.01
0.01
0.01
0.01
O.Ot
370727 Database Version 3.1 Date Printed: 1/18/2007 WUT Page 2 of 2

.irigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
n soi Is. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
moff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1049
1
Autryville
0.60
1.0
1048
10
Norfolk
0.50
1.0
1048
11
Norfolk
0.50
1.0
1048
12
Norfolk
0.50
1.0
1048
2a Autryville
0.60
1.0
1048
2B Autryville
0.60
1.0
1048
2C Goldsboro
0.50
1.0
1048
2D Goldsboro
0.50
1.0
1048
3 Goldsboro
0.50
1.0
1048
4 Goldsboro
0.50
1.0
1048
5 Goldsboro
0.50
1.0
1048
6 Goldsboro
0.50
1.0
1048
6a LNorfolk
0.50
1.0
1048
7
Norfolk
0.50
1.0
1048
8
Norfolk
0.50
1.0
1048
9[Norfolk
0.50
1.0
0
'1'7 n^'Nn Il.....L.,..,.. [L.....:.... 'f I rN-4- 1 I 0nnnT F AV n--- 1 -,r 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
A»nilai,la AAIoctn Ctnrana Panan]til
Source Name
Swine Feeder -Finish Lagoon Li uid
Desi o Stora a Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
73
1
2
60
1
3
76
1
4
78
1
5
112
1
6
147
1
7
180
l
8
180
1
9
180
1
10
164
1
11
141
1
12
117
* Available Storage Capacity is calculated as of the end of each month.
370727
Database Version 3.1 Date Printed: 01-18-2007 Capacity Page 1 of 1

e following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
iudge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
30.09
60.17
90.26
.-lay 6 Ion R.Y.E.
300
26,32
15.04
30.09
45.13
Soybean 40 bu
160
14.04
28.21
56.41
84.62
370727 Database Version 3.1 Date Printed: 01-I8-2007 Sludge Page 1 of 1

04/17/2011 20:40 9102961507 NETHERCUTT PAGE 01
T.g
11 Q Z S,._; UV

FORM CROP-1
CROP YIELD RECORD
Farm Owne
Operator a f;
m
A
Y
v
K3
Faclllty Nurnbe CD
Date
mrntddl
FieldMull ID
Crop
Yield
Bates or Bushels
Bale Size
H B cable
Field/Pull Size
vetted acres
`Yield per Acne
Bale or BusheVA
"Ater
Z
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue' Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 10, 2011
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7010 0290 0003 0834 5039
Mr. Lynn Tyner Tew
P.O. Box 796
Salemburg, North Carolina 28385
Subject: NOTICE OF VIOLATION and RECOMMENDATION FOR ENFORCEMENT
NOV-201 l-PC -0194
Administrative Code 15A NCAC 2T .1304
Lynn Tew Farm Facility No. 31-522, Permit No. AWS310522
Duplin County
- Dear Mr. Tew:
On February 22, 2011, staff of the NC Division .of Water Quality (DWQ), Aquifer Protection Section (APS),
inspected the Lynn Tew Farm and the permitted waste management system. We wish to thank Ms. Greer Moore,
who was present and assisted us during the inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -discharge permit
for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been found to be in
violation of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste System General
Permit No. AWG 100000 as follows:
Violation 1:
Failure to maintain a vegetative cover in accordance with your CAWMP and Condition II. 2. of Swine Waste
System General Permit No. AWG 100000.
. On February 22, 2011, staff noted small grain crop as insufficient for nutrient utilization. The fields appeared to
have a significant amount of weeds left uncut from the summer. Cows have not been on the fields since Spring
2010. There was no evidence that the summer crop was harvested; however there were pumping records
indicating pumping events during Summer 2010.
Required Corrective Action for Violation 1:
Please provide to our office, a description of activities you plan to take to establish adequate vegetative growth.
Such activities may include recommendations by a technical specialist or agronomist if appropriate.
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] FAX: [phone]
Internet: www.ncwoteraualitv.ora
None
rthCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer
50 o Recycled/]0% Post Consumer Paper
Customer Service 1-877-623-6748

Lynn Tew Farm
Notice of Violation and Recommendation for Enforcement
31-522
March 10, 2011
Page 2 of 2
DWQ will be bringing an agronomist in the Summer 2011 to evaluate the Bermuda crop; however, this does not
relieve you of the required corrective action in this Notice of Violation.
The Division of Water Quality requests that, in addition to the specified corrective action above, please submit the
following items on or before April 11. 2011:
1. An explanation from the OICfor this farm regarding holy these violations occurred.
2. A list from the OIC concerning the steps that will be taken to prevent these violations from occurring in
the future.
You are required to take any necessary action to correct the above violations on or before April 1, 2011 and
to provide a written response to this Notice by April 11, 2011. Please include in your response all corrective
actions already taken and a schedule for completion of any corrective actions not addressed.
As a result of the violations in this Notice, this office is considering a recommendation for a civil penalty
assessment to the Director of the Division. If you wish to present an explanation for the violations cited, or if you
believe there are other factors, which should be considered, please send such information to me in writing within
ten (10) days following receipt of this letter. Your response will be reviewed, and, if an enforcement action is still
deemed appropriate, it will be forwarded to the Director and included for consideration.
If you have any questions concerning this Notice, please contact Amanda Gaines at [phone].
Yours very truly,
Charles F. Stchman, Ph.D., P.G.
Environmental Program Supervisor III
cc: APS CAFO Unit
Billy Houston, Duiplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy Brown LLC
John College, DSWC-WiRO
DWQ Wilmington Animal Files 31-522
SAWQS1ANiMA LS%DUPLIN\2011131-522NO VRFE

Type of Visit ACompliance inspection 0 Operation Review 0 Structure Evaluation 0 Technical Assistance
Reason for Visit X Routine 0 Complaint 0 Follow up 0 Referral 0 Emergency 0 Other ❑ Denied Access
Date of Visit: Arrival Time: Time: County: u Region:
Ar
Farm Name: LLAH/4 1 eta rig oA Owner Email:
Owner Name: C4 N je 1K_ Phone: 910' 590- 53/oi ( w
Mailing Address: ' d • wx✓flLEMQ�� 6R'58 S
T
Physical Address:
Facility Contact:
n Title:
Onsite Representative: i'�q_EF Q- r u _i E_
Certified Operator:
Back-up Operator:
Phone No:
Integrator:
Operator Certification Number:
Back-up Certification Number:
Location of Farm: Latitude: 0 e ❑ ' ❑ « Longitude: = ° = A = «
Swine
Design Current
Capacity Population
Wet Poultry
Design Current Design Current
Capacity Population Cattle Capacity Population
❑ Wean to Finish
JEI Layer
I
I
❑ Dairy Cow
❑ Wean to Feeder
❑ Non -Layer
❑ Dairy Calf
Feeder to Finish
❑ Dairy Heifer
Farrow to Wean
Dry Poultry
❑ Layers
❑ Non -Layers
❑ Pullets
❑ Turke s
❑ Turkey Poults
❑ Other
❑ Dry Cow
❑ Non -Dairy
❑ Beef Stocker
❑ Beef Feeder
❑ Beef Brood Cow
Number of Structures:
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Other
❑ Other
Discharges & Stream Impacts
I. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes No ❑ NA ❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ NA
❑ NE
❑ Yes
❑ No
❑ Yes
No
❑ NA
❑ NE
❑ Yes
No
❑ NA
❑ NE
Page I of 3 12128104 Continued

I.f-acility Number:' j + — Date of Inspection i
Waste Collection & Treatment
4. Is storage capacity (structural plus stone storage plus heavy rainfall) less than adequate? ❑ Yes XNo ❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard? ❑ Yes ❑ No ❑ NA ❑ NE
tructure 1 Structure 2 Structure 33 Structure 4 Structure 5 Structure 6
Identifier: i3F)C t� �tz4N� Rar�D
Spillway?: n
Designed Freeboard (in): CSpt
• Observed Freeboard (in): -1 a I
5. Are there any immediate threats to the integrity of any of the structures observed? ❑ Yes No [INA ❑ NE
(ie/ large trees, severe erosion, seepage, etc.) /0
6. Are there structures on -site which are not properly addressed and/or managed ❑ Yes 9No ❑ NA ❑ NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes y Iko ❑ NA ❑ NE
8. Do any of the stuctures lack adequate markers as required by the permit? ❑ Yes No ❑ NA ❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks) ```""'''999
9. Does any part of the waste management system other than the waste structures require ❑ Yes XNo ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes No
❑ NA ❑ NE
maintenance/improvement?
11.
Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes No
❑ NA ❑ NE
❑ Excessive Pending ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 lbs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift ❑ Application Outside of Area
12.
Croptype(s) S 9(ZLP)
13.
Soil type(s) IQ (A-ac I,U ) LC_.C-- / 02-(7oU< GOLD S
14.
Do the receiving crops differ from those designated in the CAWMP? ❑ Yes XNo
❑ NA ❑ NE
15.
Does the receiving crop and/or land application site need improvement? Yes AgNo
❑ NA ❑ NE
16.
Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination ? ❑ Yes No
❑ NA ❑ NE
17.
Does the facility lack adequate acreage for land application? ❑ Yes No
❑ NA ❑ NE
18.
Is there a lack of properly operating waste application equipment? ❑ Yes M�No
❑ NA ❑ NE
Comments (refer, to question #):. Explain any -YES answers and/or, any recommendations "or °'anytothei comments.,
Use drawings of facility to better explain situations: (use additional pages.as.necessary):
CPc.ic3a.ATJ0/\I �r
001r( �
a-St�uDGl= SuiZUC�D��
SC-�O G C po G� Fob
C 146cx� C
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mow, ti
/,YUCdLbS - c1-D Effn S o lC AC-1I uE
Reviewer/Inspector Name Ih4
' 019 —_N- �s � ;� , �� ' -' ��� Phone: 010
Reviewer/Inspector Signature:
Date:
Page 2 of 3 12128104 Continued

Facility Number: Date of Inspection
Required Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? ❑ Yes XNo [INA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ElYes XNo ❑ NA ❑ NE
the appropriate box. 0 WUP ❑ Checklists El Design 0 Maps El Other
21. Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes )A No ❑ NA ❑ NE
0 Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers ❑/ nual Certification
❑ Rainfall ❑ Stocking ❑ Crops 0 120 Minute Inspections ❑ Monthly and I" Rain Inspections 0 Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
❑ NA
❑ NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
'9No
XNo
❑ NA
❑ NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes
No
❑ NA
❑ NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
❑ Yes
No
❑ NA
❑ NE
26.
Did the facility fail to have an actively certified operator in charge?
❑ Yes
X No
❑ NA
❑ NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes
❑ No
)� NA
❑ NE
Other Issues
28.
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
❑ Yes
No
❑ NA
❑ NE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
No
❑ NA
❑ NE
and report the mortality rates that were higher than normal?
, 1
30.
At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
No
❑ NA
❑ NE
If yes, contact a regional Air Quality representative immediately
3 I.
Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
�No
❑ NA
❑ NE
General Permit? (ie/ discharge, freeboard problems, over application)
32.
Did ReviewerAnspector fail to discuss review/inspection with an on -site representative?
❑ Yes
)6No
❑ NA
❑ NE
33.
Does facility require a follow-up visit by same agency?
Yes
❑ No
❑ NA
❑ NE
Adiiitional Comments and/r Dra►vings
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Page 3 of 3 12128104

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P5 Form 3811, February 2004 Domestic Retum Recelpt 102595-02•M t5401

....,_ in
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen.H. Sullins
Governor Director
January 15, 2010
CERTIFIED MAIL # 7006 2760 0003 3528 9264
RETURN RECEIPT REQUESTED
Mr. Lynn Tyner Tew
Lynn Tew Farm
P.O. Box 796
Salemburg, NC 28385
Dear Mr. Tew:
Dee Freeman
Secretary
Subject: Notice of Violation and
Recommendation for Enforcement
Case # NOV-2010-PC-0034
Lynn Tew Farm
Facility Number: 31-522
Duplin County
_'This is to notify you of violations of Swine Waste Management System. State General Permit
AWG100000 issued on October 1, 2009 under Certificate of Coverage AWS310522.
On November 12, 2009, Ms. Amanda Gaines and Mr. Kevin Rowland from the Wilmington Regional
Office of the Division of Water Quality performed a compliance inspection of your animal operation
and the animal waste management system serving your operation.
From the inspection, the following violations to State General Permit AWG100000 were
documented:
1. Inadequate freeboard level
Freeboard levels of thirteen (13) inches for New Lagoon (Front), eighteen (18) inches for Old
Lagoon (Back), and eighteen (18) inches for Lagoon #3 (across the road) were observed.
This is in violation of Condition No. V. 2 of the General Permit that states in part, "At a
minimum, maximum waste level for lagoons/storage ponds must not exceed the level that
provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one (1)
foot of structural freeboard..."
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] / FAX: [phone]
Internet: www.ncwaterayality.ora
An Equal Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
One
Awwrally
Customer Service 1-877-623-6748

Mr. Lynn Tyner Tew
Notice of Violation and Recommendation of Enforcement
3 ]-522
.January t 5, 2010
Page 2 of 3
The following information must be received by the Wilmington Regional Office, Division of Water
Quality within 15 working days of the receipt of this notice.
Response requirements are listed as follows:
a. A written explanation of the violation.
b. A written description of the actions to be taken to prevent a recurrence.
c. Rainfall data and freeboard levels for the 2009 calendar year
d. A copy of the Waste Utilization Table from your CAWMP listing the cropping system and
PAN rates for each field.
e. Irrigation records for the 2009 calendar year.
You may wish to contact your County Soil & Water Conservation District Office, County Extension
office, a qualified technical specialist, and/or a professional engineer for any assistance they may be able
to provide.
Be advised that this office is considering recommending assessment of civil penalties to the
Director of the Division of Water Quality for the above noted violations. These violations may
result in civil penalties of up to $25,000 per violation in accordance with North Carolina General
Statute 143-215.6 A(a)(2). You may also be assessed for reasonable costs of the investigation in
accordance with North Carolina General Statute 143-215.3(a)(9). Your response will be
forwarded to the Director along with the enforcement package for his consideration. Be advised
that the Division of Water Quality may take further action in this matter including injunctive
relief and permit revocation. ti
If you have any questions concerning this matter, please do not hesitate to call Ms. Amanda Gaines from
the Wilmington Regional Office at 910-796-7327.
Your,very trul
(bo+ �—
Charles F. Ste an, Ph.D., P.G.
Environmental Program Supervisor III

Mr. Lynn Tyner Tew
Notice of Violation and Recommendation of Enforcement
31-522
January 15, 2010
Page 3 of 3
Attachments
cc: Billy Houston, Duplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy -Brown LLC
John College, DSWC-WiRO
APS Central Files
DWQ Wilmington Animal Files 31-522
S:IWQSIANIMAI.SIDUPLIN1201013 I -522NO VREF

January 26, 2010
Ref: Barbara Lynn Tew Farm (31-522)
Dear DWQ Review Staff,
I am responding to the second NOV-NoI I received regarding freeboard
violations. The farm has received an excessive amount of rainfall since May 2009, as
you will see from the records I recently submitted. I am much better aware of all
lagoon(s) start and stop pump levels now that this information has been verified by M-B
Engineering Department. I have contacted M-B engineering department also about re-
shooting lagoon markers in all lagoons. Also, I have contacted Hog Slat, Inc. in
reference to installing cup -waters in all barns. Again, i am aware of all stop pump levels
in each of the lagoons and will work hard, starting early spring and through the summer,
and as weather conditions allow, reaching those levels and / or bettering.
I terminated the prior farm manager, Mark Parso, mid -to -late January 2010. He
was not satisfying his daily duties in the barns, nor was he satisfying his land
management duties as reporting to me. I would also like to inform you of the new
contract requirements M-B will be implementing within the next year on all MO -house
style barns, and that is that we will be turning only 2 groups per year, and having no hogs
placed in the barns during the winter months. However, I currently do have hogs in all
my barns, but I still wanted to make you aware of this for the future (2011). Again, I am
strongly preparing to lower all lagoons in a timely, yet environmentally safe manner
starting early spring and through the summer, and hope to have all lagoons at or below
stop pump for the fall and winter months rolling into 2011.
Thank you for your time in this matter. Please feel free to contact me at (910)
590-9312 should you have comments, questions, or concerns.
Sincerely,
Lynn Tew
RZ Cn'
FEB 0 g 2010
BY:

V
if T."
vision ofgWa r Q IaI
ti� : x n 7 r P isyag , ky REF:
Fact1i' NUr1!' V 'l 3 J s i D Division bPSotl and Water Conservation � t
bat: OtM.AgeI
esy..t?.,,i�F 'Iw
E
f Visit Compliance Inspection O Operation Review O Structure Evaluation O Technical Assistance
for Visit Routine Complaint Follow up O Referral O Emergency O Other ❑ Denied Access
Date of Visit: /& IU Arrival Time: Departure Time: County: u Region:
Farm Name: Owner Email:
Owner Name CLA&1y Phone:
Mailing Address:
Physical Address:
Facility Contact:
Onsite Representative:
Certified Operator: _
Back-up Operator: _
Title: Phone No:
Integrator:
Operator Certification Number:
Back-up Certification Number:
Location of Farm: Latitude: ❑ o ` ❑" Longitude: = o ❑ "
Dcstgr
Swtnc 3 :4x ° LCapaci
❑ Wean to Finish
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
717, _T 7 _
�
L❑ Other
g� e
pulattonWct 1'te
�Non-La,
��
���Dr Poi
❑ Layers
❑ Non -Layers
❑ Pullets
❑ Turkeys
❑ Turkey Poults
❑ Other
3.,'¢ to gift- "q r;: ; jai D2
Calf
Dry Cow
Non -Dairy
Beef Stocker
Beef Feeder
Beef Brood
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made?
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
3
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes WNo ❑ NA ❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑NA
ONE
[]Yes
[:]No
❑ Yes
ESLNo
❑ NA
❑ NE
❑ Yes \0 No ❑ NA ❑ NE
12128104 Continued

FacilityPbmber:
Date of Inspectionfle�
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate? ❑ Yes No ❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard? ❑ Yes ❑ No ❑ NA ❑ NE
Structure I Struc re 2 StruQfury 3 Structure 4 Structure 5 Structure 6
\ Ac0s r
Identifier: I U ��
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in):
5. Are there any immediate threats to the integrity of any of the structures observed? ❑ Yes No ❑ NA ❑ NE
(ic/ large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed ❑ Yes No ❑ NA ❑ NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes No ❑ NA ❑ NE
S. Do any of the stuctures lack adequate markers as required by the permit? NA NE
(Not applicable to roofed pits, dry stacks and/or wet stacks) ❑Yes No ❑ ❑
9. Does any part of the waste management system other than the waste structures require 0 Yes � No ❑ NA ❑ NE
maintenance or improvement?
Waste Apnlication
10.
Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes
❑ No
❑ NA
X NE
maintenance/improvement?
11.
Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes
❑ No
❑ NA
�NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ FAN ❑ PAN > 10% or 10 lbs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into
Bare Soil
❑ Outside of Acceptable Crop Window ❑ Evidence of Wind Drift [:]Application Outside of Area
12.
Crop type(s)
13,
Soil type(s)
14.
Do the receiving crops differ from those designated in the CAWMP? ❑ Yes
❑ No
❑ NA
[ INE
15,
Does the receiving crop and/or land application site need improvement? )� Yes
❑ No
❑ NA
❑ NE
16.
Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination ? ❑ Yes
❑ No
❑ NA
N NE
17.
Does the facility lack adequate acreage for land application? ❑ Yes
❑ No
❑ NA
NNE
18.
Is there a lack of properly operating waste application equipment? ❑ Yes
❑ No
❑ NA
14NE
`'•:f'.:6.,. lk ii� ff �',1#ujw.t�.la z NA, ..
d:"-�VL4tl A IZ'A«6:=.I�?'S5'Y'L5.4:k-T.71i35ES'&�6
(lie. Is L"' Q-CI /! C d N f- [ `TO cu ; ';:I Cc.y'->S W)OZIF 0VTGN 76 `
KrEP w _03 Dom_+ LeT'g61?_MLA.DP QQOL'u ,
405 Do qc-- QCTT/A16 L.KUC,V LG QGLS $ACIC vwSJ�tZ �p�[T2GL - QLE��
C4Mr/nl(4E EF-FCe I S ) If: S L"c ) GE UoLUU"AG A-c_tr)�S -- LA-CCXW 5- CAW f3I PL4.1KP G ts
WWTI _rU S'r 13IrUjj S MP l&I+l6 IS T;4&0u61I OC—T 3 ,
Reviewer/Inspector Name ;,a;�a"lI� s.: r = # Phone: V�
Reviewer/Inspector Signature: Un Date: I (0
Page 2 of 3 12128104 Continued

Facility Number: — Date of Inspection
Required Records & Documents
19. Did the. facility fail to have Certificate of Coverage & Permit readily available?
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check
the appropriate box. ❑ WUP ❑ Checklists ❑ Design El Maps [I Other
❑ Yes ❑ No ❑ NA . NE
❑ Yes ❑ No ❑ NA NE
21.
Does record keeping need improvement? If yes, check the appropriate box below.
❑ Yes
❑ No
❑ NA
%,NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers
❑ Annual Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and 1"
Rain Inspections ❑
Weather
Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
❑ No
❑ NA
�NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
❑ No
❑ NA
NE,
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes
❑ No
❑ NA
gNE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
❑ Yes
❑ No
❑ NA
VNE
26.
Did the facility fail to have an actively certified operator in charge?
❑ Yes
❑ No
❑ NA
O(NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes
❑ No
❑ NA
VNE
Other Issues
28.
Were any additional problems noted which cause non-compliance of the permit or CAWMP?
❑ Yes
� No
❑ NA
❑ NE
29.
Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
1� No
❑ NA
❑ NE
and report the mortality rates that were higher than normal?
30.
At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
X No
❑ NA
❑ NE
If yes, contact a regional Air Quality representative immediately
31.
Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
No
❑ NA
❑ NE
General Permit? (ie/ discharge, freeboard problems, over application)
32.
Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
No
❑ NA
❑ NE
33.
Does facility require a follow-up visit by same agency?
V Yes
❑ No
❑ NA
❑ NE
Additional Comments and/or Drawings:
Page 3 of 3 12128104
Page 3 of 3 12128104

1 ■ Complete Items i, 2, arty 3. Also completes
A. S natu
'
Item 41f Restricted Delivery is desired.
Aawt
� #
■ Print your name and address on the reverse
Addressee:
so that we can return the card to you.
a. R by (Printed N
Livery■
Attach this card to the back of the mallplece,
Sd"G�*-'q
or on the front if space permits.
i . Artlde Addressed to,
D. Is delivery address dm m
if YES, enter delivery ad hel
4
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C/n rr
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Type�Cert W Man ❑ ENxm Mao
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©� Return ,tfor tMe >�
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❑ insured Mali ❑ C.O.D.
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4. Restricted DelNery P tra F*
❑ lfhs
2. MUG Number 1000 0005;_,2389
8485 � (`
(ltaaster ftm aervkae label)
.
_ )
Ps Form 381 1,February 2004 Domestlo Retum Receipt
102w 42 '&1U0 f

NCDENR .
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 17, 2009
CERTIFIED. MAIL # 7002 1000 0005 2389 8485
RETURN RECEIPT REQUESTED
Mr. Lynn Tyner Tew
Lynn Tew Farm
PO Box 796
Salemburg, NC 28385
Subject: Notice of Violation and
Dee Freeman
Secretary
Recommendation for Enforcement
Case # NOV-2009-PC-1004
Lynn Tew Farm
Facility Number: 31-522
Duplin County
Dear Mr. Lynn Tyner Tew:
This is to notify you of violations of Swine Waste Management System State General Permit
AWG 100000 issued on October 1, 2009 under Certificate of Coverage AWS310522.
$On October 5, 2009, Mr. Kevin Rowland from the Wilmington Regional Office of the Division of Water
Quality performed a compliance inspection of your animal operation and the animal waste management
'I system serving your operation.
From the inspection, the following violation to State General Permit AWG100000 were
documented:
• 1. Inadequate freeboard level
Freeboard levels of seventeen (17) inches for Lagoon #1 (back lagoon), eighteen (18) inches for
lagoon #2 (new lagoon); and thirteen (13) inches for lagoon #3 (across highway) were observed.
This is in violation of Condition No. V. 2 of the General Permit that states in part, "At a
minimum, maximum waste level for lagoons/storage ponds must not exceed the level that
provides adequate storage to contain the 25-year, 24-hour storm event plus an additional one (I )
foot of structural freeboard..."
Wilmington Regional Office
127 Cardinal Drive Extension Wilmington, NC 28405
Phone: [phone] FAX: [phone]
Internet: wvww,ncwaierauaiiiy.org
NorthCarolina
Aaturallry
An Equai Opportunity/Affirmative Action Employer
50% Recycled/10% Post Consumer Paper
Customer Service 1.877-623-6748

Mr Lynn Tyner Tew
Notice of Violation and Recommendation of Enforcement
31-522
December 18, 2009
Page 2 of 3
The following information must be received by the Wilmington Regional Office, Division of Water
Quality within 15 w' rking days of the receipt of this notice.
Response requirements are listed as follows:
I
a. A written explanation of the violation.
b. A written description of the actions to be taken to prevent a recurrence.
c. Rainfall data and freeboard levels for the 2009 calendar year
d. A copy of the Waste Utilization Table from your CAWMP listing the cropping system and
PAN rates for each field.
e. Irrigation records for the 2009 calendar year.
You may wish to contact your County Soil & Water Conservation District Office, County Extension
office, a qualified technical specialist, and/or a professional engineer for any assistance they may be able
to provide.
Be advised that this office is considering recommending assessment of civil penalties to the,
Director of the Division of Water Quality for the above noted violations. These violations may ,
result in civil penalties of up to $25,000 per violation in accordance with North Carolina General
Statute 143-215.6 A(a)(2). You may also be assessed for reasonable costs of the investigation in
accordance with North Carolina General Statute 143-215.3(a)(9). Your response will be
forwarded to the Director along with the enforcement package for his consideration. Be advised
that the Division of Water Quality may take further action in this matter including injunctive
relief and permit revocation.
If you have any questions concerning this matter, please donot hesitate to call Mr. Kevin Rowland from
the Wilmington Regional Office at 910-520-3510.
Yours ver truly,
6g• �i�1e
harles F. Stehman, Ph.D., P.G.
Environmental Program Supervisor III

Mr Lynn Tyner Tew
Notice of Violation and Recommendation of Enforcement
31-522
December 18, 2009
Page 3 of 3
Attachments
cc: Billy Houston, Duplin County Soil and Water Conservation District
Kraig Westerbeek, Murphy -Brown LLC
John College, DSWC-WiRO
APS Central Files
DWQ Wilmington Animal Files 31-522
S:IWQSIANIMALSTUPLIN12009131-522NOVREF

0+
%,
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-522_ County: Duplin
Facility Name: Barbara Lynn Tew Farm
Certified Operator Name: Lynn Tew Operator Number: 0 r t W
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 #3 (transfer)
Spillway(Y or N): N N N
Level(inches): 18 13 18 '
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 DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*If animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility I
3. Earliest possible date to begin land application of waste: started irrigating 11/16/09
I hereby certify that I have reviewed the Information listed above and Included within ttie
attached Plan of Action, and to the best of my knowledge and ability, the, information is
accurate and, correct. f
Y Phone:
Facility Owner/ anager (print)
Date:
Facility Owner/Maridger (signature) Yj■�-7�y/� �y■.
is � , •,S i.'•. T,r •' , ., .�i •' , :.r: , .,s ii + -�•'1 ±c: �l:'.i�I.;�Cl : � ;I: i' rl ;�: J � I+rye �y 2oU9
.. .. - '( .'S-s'=l., hi' . '�+ i; •'i:''. C` 1 .. .. !CJ•Cr' .i''! h� ,� ^.1\�IY�•• � I

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Tew #1
line m =
258.0 lb PAN
2. Structure ID: Tew #2
line m =
192.4 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+6+6= 450.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/scre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x e
u. application window'
1
SG
1.23
6.92
8.5
9/01109-3/31/10
2a
SG
2.25
5.04
11.3
9/01/09-3/31/10
2b
SG
1.05
50.00
52.5
9/01/09-3/31110
2c
SG
1.85
13.02
24.1
9/01/09-3/31/10
2d
SG
0.78
50.00
39.0
9/01/09-3/31/10
3
SG
1.11
50.00
55.5
9/01/09-3131/10
4
SG
0.49
50.00
24.5
9/01109-3/31/10
5
SG
1.09
50.00
54.5
9/01/09-3/31110
6a
SG
1.87
19.45
36.4
9/01/09-3131110
6b
SG
1.83
50.00
91.5
9101/09-3/31/10
7
SG
1.63
50.00
81.5
9101 /09-3/31 /10
8
SG
2.26
15.03
34.0
9/01109-3/31110
9
SG
1.62
23.83
38.6
9101109-3/31/10
10
SG
1.85
-50.00
92.5
9101109-3/31/10
11
ISG
0.78
20.66
16.1
9/01 /09-3131 /10
12
SG
1 1,87
50.00
93.5
9101/09-3/31/10
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 754.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 450.4 lb. PAN
x. Crop's remaining PAN balance (line v from section III) 754.0 lb. PAN
y. Overall PAN balance (w - x) _ -304 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump ant
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN ,
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
.,.....,..,.. s.. 44"

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): 31-522 ew #1
2. Current liquid volume in 25 yr.124 fir. storm storage & structural freeboard
a. current liquid level according to marker 1 B.0 Inches
b. designed 25 yr.124 hr. storm & structural freeboard i 9.5 inches
C. line b - line a (inches in red zone) = 1.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) F 697 00 ftz
e. line c112 x line d x 7.48 gallonstP 65216 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 105741 ft3
h. current herd # 1080 certified herd # i200
actual waste produced = current herd # x line g =
certified herd #
I. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysAine
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/8/2009
m. ((lines e + k)11000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
95167 ft'
�fts
40fi$7.5 fts
169365 gallons
1.10 ibs11000 gal.
258.0 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL_ PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): Flew #2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker . 13.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 24.0 inches
c. line b - line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) F 100.9 ftz
e. line c/12 x line d x 7.48 gallonsW 692 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 3-955 6- -11 ft3
h. current herd # i 050 certified herd # 1200
actual waste produced = current herd # x line g =
certified herd #,
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 8/24/2009
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
34616 fe
25989 ft3
35282 ft9
119539 gallons
�.r
1.60 Ibs/1000 gal.
192.4 lbs. PAN

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-522
County: Duplin
Facility Name: Barbara Lynn Tew Farm
Certified Operator Name: Lynn Tew Operator Number:
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 #3 (transfer)
Spiilway(Y or N): N N N
Level(inches): 18 15 14
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 DW© 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: started irrigating 9/28/09
I hereby certify that I have reviewed the information listed above and Included within the
attached Plan of Action, and to the best of my knowledge and ability, the information Is
accurate and correct
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone:
Date: IC r 0 6 2009
By;

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 31-522 ew #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard
19.5 inches
c. line b - line a (inches in red zone) =
1.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
69750 ftz
e. line ct12 x line d x 7.48 gallons/ft3
65216 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 105741 ft3
h. current herd # 11p0 certified herd # 1200
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daystline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 8/24/2009
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
96929 fe
®ft3
406B7.5 ft3
171562 gallons
1.80 Ibs/1000 gal.
426.2 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): Flew #2
2. Current liquid volume in 25 yr.l24 hr. storm storage & structural freeboard
a. current liquid level according to marker
14.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard
1.5 inches
c. line b - line a (inches in red zone) _
-13 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
100.9 ftz
e. line c/12 x line d x 7.48 gallonsW
-786 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 39,561 ft3
h. current herd # F---9-5-51 certified herd #1 1200
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
J. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/24/2009
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
31484 ft'
259$13 ft3
35282 fig
115635 gallons
1.60 lbs/1000 gal.
183.8 lbs. PAN

Ill. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Tew #1
line m =
426.2 lb PAN
2.
Structure ID: Tew #2
litre m =
183.8 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure 10:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 610.0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1
SG
1.23
50.00
61.5
9/01 /09-3/31110
2
SG
2.25
50.00
112.5
9/01109-3/31/10
3
SG
1.11
60.00
56.5
9/01 /09-3/31110
4
SG
0.49
60.00
24.5
9/01 /09-3131 /10
5
SG
1.09
50.00
54.5
9/01 /09-3/31 /10
6
SG
1.87
50.00
93.5
9/01 /09-3/31110
7
SG
1.63
50.00
81.5
9/01/09-3/31110
8
SG
2.26
50.00
113.0
9/01/09-3/31/10
9
SG
1.62
50.00
81.0
9/01 /09-3/31 /10
10
SG
1.85
60.00
92.5
9/0V09-3/31/10
11
SG
0.78
60.00
39.0
9101/09-3/31/10
12
SG
1.871
60.001
93.5
9/01 /09-3/31 /10
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 902.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 610.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) _ �9a2. lb. PAN
y. Overall PAN balance (w - x) = -293 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
be contacted when lagoons are out of "red". Farm is operating using 2 reels. Lagoon 2/3 are
together and therefor submitted one PoA for the two connected (#2/#3), as advised by DWQ.

January 13, 2010
Ref- Barbara Lynn Tew Farm (31-522)
Dear DWQ Review Staff,
I am responding to the NOV I received regarding freeboard violations. The farm
has received an excessive amount of rainfall since May 2009, as you will see from the
records I've attached. However, I am better aware of all lagoons start and stop pump
levels now that this information has been verified by M-B Engineering Department. I
have contacted M-B engineering department also about re -shooting lagoon markers in all
lagoons. Also, I have contacted Hog Slat, Inc. in reference to installing cup -waters in all
barns. Again, I am aware of all stop pump levels in each of the lagoons and will work
hard, starting early Spring and through the summer, to reach those levels. I have recently
terminated the prior farm manager, Mark Parso. He was not satisfying his daily duties in
the barns, nor was he satisfying his land management duties as reporting to me.
Attached you will find the records that you requested. Please feel free to call me if you
have questions, comments, or concerns.
Sincerely,
Lynn Tew
[phone]

6)o0q07,o1v
i FORM FRBo-1
A%0
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner Wt Facility Number r3 r
Operator
:..:
�►'��ir��r�■r�
�r■r■r■or■■r■■rr
■■■■■■
r■■
r■r
■rr
r■�
■■■�
■■r
Lagoon freeboard Is the difference between the lowest point of a lagoon embankment and the level of liquid.
y For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event.
3/14/03
r

•` FORM FRB-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner Facility Number / - s•°�
Operator �. •�U�f�s J
Date
(mmlddlyy)
> ''r ste
Structure
Freeboard inches
Trecipiitation
(inches)
Initials
#
#
# 3
#
#
#
�� r%�G'`,
� C •.
.� -{
� U
S
�`_ �-''
Its i�
;;
..z K'L6)
zu
3
vl,3
- ! 3 - is •r
� �
.�- �--
{
5 �a
j.. �
� (�
cam'
- 3n -aq
33
3(
G a 7
rKi
? 7-
Z /
31
2 `i
-7/7
'7 -
r s -tv
1
Le
U
SM
I. s
rnP
[
V;33
44
:1 L
.it—
D"
g/5
Le V
.m- )DAfs
�l/
Kb.
4
%1�,P
IXI
t ej
JIdL
rP -4
/M
• 1. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event.
3/1412003

'FARM FRBD-1
Waste Structure Freeboard and Daily Precipitation Record
Farm Owner 19
Operator
Facility !dumber „3 - :2.x-
D.lDrecipitation
(mmlddlyy)
....
(inches)
-,. Lagoon freeboard is the difference between the lowest point of a lagoon embankment and the level of liquid.
For lagoons with spillways, the difference between the level of liquid and the bottom of the spillway should be recorded.
2. Freeboard plus available storage capacity must be recorded at least weekly.
3. Rainfall must be recorded for every rain event. 3/14/2003

'Pie Waste Utilization table shown below sunlnutrizes the wade tlliliv.ation p1,1r1 for this operation. This plan provides an estimate of the number...
cropland needed to use the nutrients being producc(l. '111C Flan 01'111C realistic yields ol'the craps to be grown, theirnittrient requires.,
and proper timing of appl irttiorts it) tu:lri1111'/.r nkilriclll ul)(okc.
This Table pntvi(Ics an cslin1,11C A, the anlourlt All- nitrogen requirc(I by the Crop t6ng grown and :In c-sliltiate of the nitrogen amount being supplied 6ymanure';
other by-pnxlucts, ConlnlCl-c.i,11 lert ifizcr and residual lrom prcvious craps. An estiinatc ol'the gn:ntlily ofsolid and I iquid wasic I hat will be applied on each field
order 10 supply the Indicated quantity of nitrogen from each source is also included. A balance: of litc IoLd mantire produced and the total manure applied is
included in (e table to ensure that the plan adequately provides for the utilization of the manure gencrttcd by the operalion.
4
Waste UtIhation Table Year 1 Cil
Tract
Field
Source
ID
Soil Series
Total
Acrcs
Use.
Acrc-c
Crop
RYE
Applic.
Period
itrcgen
PA
Nutrient
Reqd
(Ibs/A)
Cann
Fert.
Nutrient
Applied
(1bs/A)
ft N,
(1bsfA)
Applic.
Method
Nixime
VA
Nutrient
ApplicEl
(I Al
hkprid
KunacA
vj)hkrd
(acw)
slid
Manure
Altµlicil
tnt:rc)
Liquid
Manure
Apl,licd
(Fkkl)
Solid
Manure
Applied
(I,"icld)
N
N
N
N
IOU
g UA
T1-FIN
fu(N) Taal~
Ions
1048
1
S7
Autryville
1.23
1.23
tim:dl (lain OVCrSCC(l
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.97
(1-00
24.57
0.01
1048
1
ti7
Autryvillc
1.23
1.23
l ryhrid IWtniudagrass r'arclure
5.5 T(1o%
3/1-9/30
202
0
0
Irrig. ,
202
80.69
0.00
99.25
().0(
1048
10
ti7
Nortolk
0.67
0.67
Small Grain Overseed
LO Tons
10/1-3131
50
0
0
Irrig-
50
19.97
0.00
1338
0.01
1048
10
S7
Norfolk
0.67
0.67
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
M
88.69
0.00
59.41
0.01
1048
11
S7
Norfolk
1.87
1.87
Small Grain Oversecd
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.35
0.04
t048
11
S7
Norfolk
1.87
1.87
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
98.68
0.00
165.82
0.01
1048
12
S7
Norfolk
1.12
1.12
Small Grain Overseed
1.0 Tons
1011-3/31
SO
0
0
Irrig.
50
19.97
0.00
22.37
0.01
1048
12
S7
Norfolk
1.12
1.12
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9130
222
0
0
brig.
222
88.68
0.00
99.32
0.01
1048
2a
S7
Autryville
2.25
2.25
Small Grain Overseed
1.0 Tons
10/1-3/3)
50
0
0
Irrig.
50
19.97
0.00
44.94
0.01
1048
2a
S7
Autryville
2.25
2.25
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
80.69
0.00
181.55
0.01
1048
213
S7
Autryville
1.02
1.02
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
20.37
0.01
1048
2B
S7
Autryville
1-02
1.02
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
brig.
202
80.69
0.00
82.30
0.0(
1048
2C
S7
Goldsboro
1.85
1.85
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig,
50
19.97
0.0
36-95
0.01
1048
2C
S7
Goldsboro
1.85
1.85
Hybrid Bermudagrass Pasture
CS Tons
3/1-9/30
222
0
0
Irrig.
222
88.68
0.0
164.05
UN
1048
2D
S7
Goldsboro
0.78
0.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
"g.
50
19.97
0.00
I5.58
0.0
1048
2D
S7
koldsboro
0.78
0.78
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
Q
lung
L 22
88.68
0.0
69.17
0.41
370727 Database Version 3.1 Date Printed: 1/18/2007 WUT Page 1 of �2

Wsc i1i7.%..nn Tah1e ►frar 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
AcrLti
t. i. 1'
A1pliv
I'c,i,til
Nitrogen
PA
Nulrient
Roti'd
llhs/A}
Crmm.
Fen.
Nutrient
AppliW
01VAI
Res.
(IbVA)
Applic.
molnd
Manure
PA
Nutrient
APphW
(IhgA)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(ate)
Liqui,,
Manure -
Applied Apt,: -
(Field) (Field)',-
N
NV
N
N
IOOO
'gAIA
Tuns
1000 gels
tons
1048
3
S7
GGldsWro
1.11
1.11
tiuudlGlain1IVCFSCCd
I.li"Iunx
I0/1-3Lt1
50
U
0
brig.
5i
19197
0.00
22.17
0.01
1048
3
S7
Goldsboro
l.fl
1,11
Il.SbiidIICI nmdapassht"IIII C
6.5 Tons
3/1-9/30
222
0
U
Iliig.
1122
88.6X
0.00198.43
0.01
1048
4
S7
oldsbom
0.491
0.40
~mall ( iraiii Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
O.Ut
9.79
0.01
1048
4
S7
GoldstIom
11,110
0.49
11ybi id Itcrmudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
brig.
222
89.68
0.00
43.45
0.01
1048
5
S7
Goldsb,ml
1.09
1.09
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19-91
0.00
21.77
0.01
1048
5
ti7
olds[Now
1-09
1.09
Hybrid Bermudagnus Pasture
6.5 Tons
3/1-9130
222
0
0
Irrig.
222
88.68
0.00
96.66
0.01
1049
1 ti7
ioldshoro
1.87
1.87
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
irrig.
50
19.97
0.00
37.35
O.OI
1048
6
ti7
ioldsboro
1.87
1,97
Hybrid Bermudagass Pasture
6.5 Tons
3/1-9/30
222
0
0
brig.
222
88.68
0.00
165.82
0.01
1048
6a
ti7
Norfolk
1.93
1.83
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Itrig.
50
19.97
0.00
36.55
O.Ot
1048
6a
S7
Norfolk
1.83
1.83
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
brig.
222
88.68
0.00
162.28
0.04
1048
7
S7
Norfolk
1.63
1.63
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
32.55
0.01
1048
7
S7
INorUk
1.63
1.63
1 lyhrid Bermudagrass Pasture
6.5 Tons
311-9/30
222
0
0
Imig.
222
98.68
0.00
144.54
0.01
1048
8
S7
Norfolk
2.26
2.26
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
brig.
50
19.97
0.00
45.14
0.01
1048
8
S7
Norfolk
2.26
2.26
Hybrid Bernludagrass Pasture
6.5 Tons
3/1-9130
222
0
0
ltrig.
222
83.68
0.00
200.41
0.0
1048
9
S7
Norfolk
1.62
1.62
Small Grain Overseed
1.0 Torts
10/1-3/31
50
0
0
brig.
50
19.97
0.00
32.36
0.01
1048
9
S7
orfolk
F 712-
1.62
Hybrid Bermudagass Pasture
6.5 Tans
3/1-9/30
1 222
0
1 0
brig.
222
88.6
0.00
143.66
0.01
Total Applied, 1000 gallons
2,429.2
Total Produced, 1000 gallons
2,224.8
Balance, 1000 gallons
-204.4
Total Applied, tolls
0.01
Total Produced, tons
0.04
Balance, tons
0.01
Notes: 1. In the tract column, -- symbol means leased, otherwise, awned. 2. Symbol * means user entered data.
370727 Database Version 3.1 Date Printed: !Il9/2007 WUT Page 2 of 2

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B(S
Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Farm for Each Field per Crop Qyde
Tract # Field # 1 Facility Number
Field size (wetted acres) = (A) 1.23
Farm Owner irrigation Operator _
Owner's Address Irrigation Operators Andress
Ole#
Owners' Phone # Operator's Phone #
From Waste utilization Plan
ReconurmuW PAN
Crop Type ISP L-dbly (bsrmre) (t31 202
111 19) rat rat rm rt t rn rat rat !tint rill
Lagwn ID
Date
8tmtTine
EM T'rrre
TOW K"'r2fe
# or swdows
Fbw Role
IToM VOk.
(salons)
Vam W
Ace (9d+wre)
%kft Arms
PAW MV1000
PAN Appaed
M-18=e)
Beiann
�
kapedars
(rm>fdd"
(3) m
teA4ehH)
VM)
story
Mgm
( "CM)
arllt, )
MR2
6/18/2009
10:00 AM
12:00 PM
120
1
206
24600.00
20000.00
1.7
3C00
168,00
C
MR2
6M 912009
9:30 AM
11:00 AM
90
1
205
18450.00
15006.00
1.7
25.60
142.50
C
MR2
MOMMI
12730 PM
2:30 PM
120
1
205
24600.00I
20000.00
1 1.7
34.00
108.50
C
p
MR2
622&M
I 11:00 AM
1:00PAA1
120
1
205
24600.00
20000.00
1 1.7
34.00
1 74.50
C
Crop Cycle Toaft L____�J
owroes swabaa
TOW PAN I _ I
operaws Swo mat
operators cerfirleason
'NCAA Waste Andysis or EW*FWcnL At a mb*m n, traste is l Wbvd v&t n 60 days of tend appOcetbn events.
"Ender ate value rncakW Ey m tFac&C cok— (10) tram (M. Cdrtli r s cob m (10) Gam cobmm (11) rol oAV each hriy Mm evert.
•"Enter mdrieru eoeaae (le. L490= 1ompe Pans ur, conrtt roof tet9Rmer, dry I fEer. air—)
'Weatw Codes: C-Clear, PC -Panty Curdy. C> CW*, R-Pift cS Ira a' WWa W-1Ai"
"Permi's ccnrpkdM the >s musi mkW to *Vft that btspeckm %MM cow at least every 120 rraK tss.
Node: If Cwxftlom beyond the perrr*tee's eonlrai have Gmrsed nonoompoerm va the CAWMP or Wrmit, egAoin on reverse.

Fonn IRR 2
Tract #
Field size (welted acres) = (A)
Farm Owner
Owners Address
Owners' Phone #
Lagoon Liquid Irrigation Fields Rec ow
One Form for Each Field per Crop Cyrkt
Field # r 2A
2.25
aw,e-tataore
Facility Number C
Irrigation Operator Ma lie"00Fe
Irrigation Operator's Address
OIC#
Operators Phone #
From Waste Utilization Plan
ROCOM nded PAN
Crop Type BP L-aw Malacae) 4 (8) 202
fir (71 (RI /dl (51 (Ri (71 M M tim (111
Upaon ID
Do*amrem
Ertl Una
Toot lfesaes
s of GFW Ms
Frow PAN
Toter VdLm*
i Wks}
I8hd�1xH1
per
Aar {peVeoa)
(rY(A)
Waste Arj irsie
pwN' (lesrtaoo
94
PANnpp5ed
(W-1
M?99)_
f agen
MGM)
vvaeEta Code
Lh»tl+1"
MR-2
6/25r2009
7:30 AM
10:30 AM
i80
1
205
36900.o0
16400.00
1.7
27.88
174.12
C
MR-2
6f26/2009
7:00 AM
10:00 AM
180
1
205
36900.00
16400,00
1.7
27.88
146.24
C
W.
MR-2
6/ WO09
11:00 AM
2.00 PM
180
1
205
36900.00
16400.00
1.7
27.86
118.36
C
MR-2
8/17/2009
1:00 PM
4:00 PM
18o
1
205
35900.00
16400,00
1.6
26.24
1 92.12
C
MR-2
937009
4,00 PM
7:00 PM
180
1
205
36900.00
16400.00
1.6
26.24
65.88
C
MR-2
9/4/2009
2:30 PM
5:30 PM
180
1
205
36900.00
16400.00
1.6
26.24
39.64
C
t;rw%0yow t0=6 I _ -
owmen e
f MM rnn I I
opm'e's Ceromdon C
'NCdA Waste Andyms or EgdvaW t Al a ntstirrs rn, vau(e artaysis Is raquged vvWOo 50 43ya of tend apphowdon evarts.
-Eider the vaWe received by =Wac&V mhstvi (1 U) iron (8). Cor tlnue subtractaq eokemr (10) bam coksme (11) following easdt hftatiOn even.
-Tiller niMerd source (ie. Lapoon/SWage Pond ID. consnercW twe er. dry triter, etc)
Mentor Codes: C-Clear, PC -Partly Ctoudy. CFgoudlyr, R-Rein, SSnmwSleet, W-Windy
-Person's completing dte itrigadon inspealons heel hd M to a gnffy that 6rspecdons vam cornpkte4 at feast every 120 r *Rdes.
Nate: If conditions beyond tie PmrdlfaesconVol have caused rtartmm dWrmn a v t the CAWMP ar pevnt expldn on revere.

Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # 2c Facility Number
Field size (wetted awes) = (A) 1.85
Farm Owner O Rce-{ OM Irrigation Operator Bltalee f -c i.�--
Owner's Address Irrigation Operator's Address
OIC#
Owner's' Phone # Operator's Phone #
From Waste Utilization Plan
Recmou mdW PAN
Crop Type 3p IAeds,p (tbsfaae) _ (B) 222
ill f21 (3) f41 f51 [Fil M M fm tin) fill
Lagoon ID
brat 13rp
Bid Time
oiler
Fior Rafe
TOW Va4m
)
OXSX{y
Voheae per
Acre ()9Waae)
An*sis
PA M MOD
PAN Appeed
"�
N0epin
smancs
(VMS)
t
WethrCode
onwatpr
MR-2
9/5/2009
10:00 AM
12:00 PM
120
1
205
24600.00
13297.30
1.6
21.28
200.72
C
MR-2
9/92009
3:30 PM
5:30 PM
120
1
205
24600.00
13267.30
1.6
21.28
179.45
C
MR-2
OW009
6:30 AM
10:30 AM
120
1
205
24600.00
13297.30
1.6
21.26
158.17
C
MR-2
9/6/2009
2:30 PM
4:30 PM
120
1
205
24600.00
13297301
1.6
21.28
136.90
1 C
crop lu" torats I J
Owners Sihae
Total PAN I i
Operators SiprM"
'NCDA Waste Alreiysrs or E%*Adc fs. At a rrr *mxn. waste N mWftd whin 00 days of lend app events.
—&Or the vatuo mmWed by %t Mv:WV eohemf (10) Gam (B). Cont'srue sat 11 o*cm (10) from mUnn (11) fatowinp each Otaloa event.
—'Erder mr6 mt:mace (is. Lapaon/Stnrape Pond M. cortvrx-d ferM- dry Utter, eto.)
'Wetter Codes: C-Gear. PC -Partly CYardy. QVoud y. R-Rain. SSnvrr151ee1.1N•Wlydy
•'Person': conVieiinp Ife En09- insp-b— must MW to Stnify that iraperffons wem oompieted at least every 120 mknues.
NOW If oGndit)ons Wyonu} the pwmtftWs oonhai have caused rtonomvWmm wM Ire CAWMP or perm7, a 41:1 on reverse.

Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Feld per Crop Cycle
Trail Field # 6a Faaiity Number -�T
Field size (wetted acres) = (A) 1.83
Farm Owner Mko-AR "e Irrigation Operator
Owners Address Irrigation Operator's Address
Ole#
Owners' Phone # Operators Phone 0
From Waste Utilization Plan
Reconmrertded PAN
Crop Type 8P Loading (ibslcae) =181 222
III f21 131 f41 (A) f81 (71 fa) f91 (in) [1i1
an Lapo0
stet Torn
End TkM
13 sites
pP AW9W
Fie"►may°
Total Vaime
�)
Vohm rw
AcmAc (plfauel
Wasu Marls
PA (�Sa00
AN Applied
)
N he
9
�
s
MR3
913/2009
10:00 AM
12:36 PM
150
1
95
14250.00
7786.89
1.6
12.46
209.54
C
MR3
913/2009
3:00 PM
6:00 PM
180
1
95
17100.00
9344.26
1.6
14.95
194.59
C
MR3
91412009
9:00 AM
11:00 AM
120
1
95
11400.00
649.51
1.6
9.97
184.62
C
AW
MR3
9/4/2009
2:30 PM
5.00 PM
150
1
95
14250.00
7786.89
1.6
12.46
172.16
C
MR3
9/5/2009
1:00 PM
3:00 PM
120
1
95
11400.06
6229.51
1.6
9.97
162.20
C
MR3
91512009
6:30 PM
8:30 PM
120
1
95
11400.00
6229.51
1.6
9.97
152.23
C
MR3
9I6f2009
11:00 AM
1:30 PM
150
1
95
14250.00
7786.89
1.6
12.46
139.77
C
MR3
916/2009
3:30 PM
6:00 PM
150
1
95
14250.00
7786.89
1.6
12.46
127.31
C
lGrop Gym TOMIS I - T0181 PAK I- {
o m es, Slpnebne Operates Signature
s
'NCFJA Wade Anatysfs or EquNakM. At a rrdrvttnaa, vasty artalyss is acquired vudldra 80 days dlratd applfcatioat evertte.
"Enter the v&n mceivad by aubftc8rtg aahann (10)from (B). Conti re wlttreefsp cxtlttrnrn (10) from caaam (11) fo§ov*g each irri a&m event.
"'Enter rarbiertt aotace (Ea. I.apaonift apa Pond D. cPrancrial to day law etc )
'Ateler Codes: Ctiear. PC -Partly Cry. CWAudly, RAaisk 349nmroseet W-1Mndy
"Person's owr4ftfing die inigle0m irtspectiom must ffAW to WV* thm irtspecxlom imm oomphdad at feast every 120 mawtes.
Mofe: N condlilorm beymd tine perff tae's cm*d have emaaed rtorcompfinow with Cta CAWMP or pei., e#M on ramm.

Form IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owners Address
Owners' Phone #
Lagoon Liquid Irrigation Fields Record
One Farm for Each Field per Crop Cycle
Field # 7
1,63
L Taw
Crop Type BP
f11 (2) f31 W 151 (f;1 rn
Facility Number
Irrigation Operator Lynn Taw
Irrigation Operators Address
OIC#
Operators Phone #
From waste Utilization Plan ,
Recormnaided PAN
LMWQ ()bdarre) a (M 1 77272:2=
[Al 141 trot flit
LAW= to
DKIe
oflawa yr)
SWUM
Fsd Tang
Total MbWLM
P3 M
a of Bert *Wm
oPeramw
Flay Rom
ToM Vokow
(qa-)
l X5X4)
Vdmw pw
A= (yWaota)
fr1+W1
wa4 Ar g
PAN' 0YW100a
tFs4
PAN AppiW
( )
16Ld%- -
f WW-
Ba nn
(blaotaj
YYbaater Code
to %
(ktaEalay
3
6/1212009
5:00 PM
7:35 PM
155
1
95
14725.00
9033.74
1.8
16.26
205.74
C
3
6/1212009
8:00 PM
10:20 PM
140
1
95
13300.00
8159.51
1.8
14.69
191.05
C
3
6/13/2009
12:30 PM
2:45 PM
135
1
95
12825.00
7868.10
1.8
14.16
176.89
C
3
6/13/2009
2:35 PM
4:50 PM
135
1 1
95
12825.00
7868.10
1.8
14.16
1 162.73
C
3
9/29/2009
10:40 AM
12:45 PM
125
1
95
11875.00
7285.28
1.1
8.01
154.71
C
3
9/29/2009
2:30 PM
5:15 PM
165
1
95
15675.00
9616.56
1.1
10.58
144.13
C
3
9/3012009
9:30 AM
11:45 AM
135
1
95
12825.00
7868.10
1.1
8.65
135.48
C
3
9/3012009
12:35 PM
2:50 PM
135
1
95
12825.00
7868-10
1.1
8.65
126.83
C
croP U7dM Tsars I I
Owners SWumve
TOfar PAN I I
Operators sw-hse
Opeamoes c avieaum a
'NCDA waste Armaft or egtivakw& At a rnnhrxart. waste anelyais is ragtsed vArm OD days of land eppirabon everts.
-Trdartte value received by ubMK ins mkxtm (10) tram (B). Cor&K* s >a aokarxt (10) from o*imn (11) fokm6V each kWaoDn e,Krtt.
"'Enter rudierd soon* (ie. iagomUorage Pond M, coffffne M ferbluer. dry OdSr, air-)
'wester Codes: C-Chm, PC-Partlp Cktrdy. C Vm4y, RAein. S-SfxwdShmt, WM*
-Pemon'sconqAeUM the migabon inspedtotu must @dtW to signify that imperllons were ow plated at kart every 120 rrtutrt6es.
Note: if condrMons beyond the pemdlke's tonW have tamed noncompOwwo with the CAWMP or permit, explain on reverse.

Form IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's' Phone #
Lagoon Liquid Irrsgaton Fields Record
One Form for Each Field per Crop Cycle
Field # 8
2.26
Crop type BP
!il 171 1141 (A1 191 IR1 M
Facility Number
Irrigation Operator ire Bey
Irrigation Operator's Address
0"
Operator's Phone #.
From waste Utilization Plan
Rem immr ided PAN
LoadbV Ma .) _ (s) 222
rAl M mm 111%
ta0 to
Daft
)
stan "ra n
End Time
Totalof
Mmutes
t Sork9den
Flow Race
ToW Voksm
tgalbns)
�MXSX4)
VOW" Wr
A- CPU-)
tTYfA)
wt�e Adis
PAW (OW1000
gall
�)
�Be^
anku es
Wase t co"VMWO%
tnsyecroYs
MR-3
6118/2009
6:00 PM
9:00 PM
ISO
1
95
17100.00
7566.37
1.8
13.62
208.38
C
kw
MR-3
611MOM
3:00 PM
6:00 PM
180
1
95
17100.00
7566.37
1.8
13.62
194.76
C
MR-3
6119Y2009
6:30 PM
9:30 PM
180
1
95
17100.00
7566.37
1.8
13.62
1 181.14
C
MR-3
611 OR009
4:00 PM
7:00 PM
180
1
95
17100.00
7566.37
1.8
13.62
167.52
C
MR-3
6120/2009
1:00 PM
4:00 PM
180
1
95
17100.00
7566.37
1.8
13.62
153.90
C
MR-3
6/2212009
4:30 PM
7:30 PM
180
1
95
17100.00
7566.37
1.$
13.62
14028
C
AAP
,,tirop E;rle I0MI8 I f
Owneds Sgrmdu e
10121 rA1r I !
operat" CerMadon A
INGDA Waste Analysts or Equivalent. At a a**mrm, wmsW analysis w nwAwad wAh n 60 days of land appBcaWn events.
"Entu the value received ty subtracting coamrrt (ICY) from (8). Car*m subMsc&V cokarm (1%from cohmm (11) kGowing each brlpadon even.
"`Enter nuWerrt source (e. l.agoariMlorepe Pond ID, emrmmial terl$Ler, dry Mier. etc.)
-Weater Codes: C-Clear. PC -Partly Ctaruly, CI-Ctwrdly. R-Rah S3r&AfSl L VY-windy
"Person's cmrprering t)le urobon iopedons must !ni W to siprdly that inspecumo wesa narrrpteted el feast every 120 admiles.
Note: If condbom beyoW the pemdttWa ecartrd have rausW narrcarpimnos wah Ilm CAWMP orpwmh, explain on reverse.
6

Form IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner -
Owner's Address
Owner's' Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field # 9
1.62
136ke-Maore
Crop Type 8P
r1l ON M M r5l (R1 M
Facility Number
Irrigation Operator
Irrigation Operator's Address
O1C#
Operator's Phone #
From Waste Utilization Plan
ReConVnended PAN
Loadhnp (�+=* a (a) _ 2z2i1
M M fill rill
Larpon IA
°
SVat Tlms
r7re Tlma
Total 1rMwrtes
e d Sprpddsts
opffstnp
flow Rate
Total VaMaaa
(paw*)
(SM5M4)
1lohane per
Acre (DW6M)
(7YW
VftM An0po
Pµ' ( VIDDo
Pao
PAN Appfad
MWOM)
MUM --,
Haopart
eawm
(mo-)
WaesterQode
hapaws
orffilai.
MR3
6125RM9
11:00 AM
1:00 PM
120
1
95
11400.00
7037.04
1.8
12.67
209.33
C
MR3
61=009
2:30 PM
4:30 PM
120
1
95
11400.00
7037.04
1.8
12.67
196.67
C
MR3
6/26/2009
2:00 PM
4:00 PM
120
1
95
11400.00
7037.04
1.8
12.67
184.00
C
,4-.p
MR3
2612 6 009
5:00 PM
7:00 PM
120
1
95
11400.00
7037.04
1.8
12.67
171.33
C
MR3
6/2912009
3:00 PMI
5.00 PM
120
1
95
11400.00
7037.04
1.8
12.67
158.67
C
MR3
6129/2009
5:30 PM
7:30 PM
120
1
95
11400.00
7037.04
1.8
12.67
146.00
C
%;rop F Ycle t 0MIS I I I Dial VAN 1 1
ovffiwv sweboe open w5 Serra
Opwators Cart on 0
TICOA Waste Atte(ysis or f!q&je*M At a nk*nt m. wasft an*sts Is rvqLftM wft $D days of (and event.
"Fitter the value lacalved dY s cariarm ilD1 tram is7. Continue tuhsaCling caa+nn f lW � t>oltarm (1 t} each avant.
-EnW rndnenl Boume (le. LepponGbrep Pond ID. cMwmwcW WMtzer, dry Utter. etc j
'WeaW Codes: C-Ciew PC-P-pf Cloudy. CECk u4p. R-Roar. SSnmxOse-L W Wk*
"PenM's owTq lerktp the M*a0on i*peeticna rnurst (rdO ro stprigy that rmpecUona wero coaspldad at Least every izo rn6>t *L
Note: tr condsons beyond One pem*A*'s contrar have caused nano wish On CAWYUP orpen, ern on reverse.

Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Field # 11
Feld size (wetted acres) = (A) 1.87
Farm Owner
Owner's Address
Owner's' Phone
Crop Typel l3P
M) 191 cal I'M (Al /R) M
Facility Number
Irrigation Operator Mk-e Maere
Irrigation Operator's Address
OIC#
Operator's Phone 0
From waste Utilization Plan
Rommnen led PAN
Losahrg Msh-8) - (8) 222
M IM f'lnl t91S
LeCow afl
owe ow d&"
E.Yerf Tms
ECM Tans
� Cedes
f�8 i�eldots
Flow Ram
Tate! Vahms
LG eI
01455)x(4)
Vokwo per
lWveue)
(TAW
Vfts* ArwilpisP
PAW {Ipa17000
PQ
102
Saterm
v1ka1 Cody
UMPOGMes
MR3
8/1 S0009
6:30 PM
8:30 PM
120
1
95
11400A0
6096.26
1.6
9.75
21225
C
MR3
8/16/2009
3:30 PM
5:30 PM
120
1
95
11400.00
6096.E
1.6
9.75
202.49
C
MR3
8/17/2009
6.00 PM
8:00 PM
120
1
95
11400.00
6096.26
1.6
9.75
192.74
C
MR3
8/1712009
6:30 PM
8:30 PM
120
1
95
11400.00
609626
1.6
9.75
182.98
C
MR3
811812009
4:00 PM
6:00 PM
120
1
95
11400.00
609626
1.6
9.75
173.23
C
Nvf
MR3
81i8/2009
5:30 PM
7:30 PM
120
1
95
11400.00
6096.26
1.6
9.75
163.48
C
,tCrop GYM Totals I —�a TOM PAN I --
OWMUNAg
'NCDA Waste AnayNs or EwIvalertt. At a rnin6num, wage enalyels is mq *W wMb 60 days of tend app8mrbn event.
Enter the value received by stb7adetp cdu m (10) !mm (a). Corifte subtmOM O*mm (10) rnom colu m (11) tang each hrlpa6on event.
"'Enter nutrient sotase Cie. LaVoWStonVe Pond ID. =mnerdal Mrftv. dry t1W etc.)
'Weater Codes: C-Clear. PGPany Cbudy. C4Cbetmy, R-Faen, 5-Snaw/Shmt, VY Wkidy
—Person's conVieting the irA%wition tnspet:tlorts must WMI to sop* Umf Inspeebons were omroated at leas! every 120 .,wtu s.
Note; if cmdbws beyond the Pwfftb dt CWOW have tarred nwromwla ce wM the CAWW err Patrctid eVLoln en reverse.

Form IRR 2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract # Fiald # 1 Facility Number
Fiekl size (wetted ages) = (A) 123
Farm Owner Blake Moore Irrigation Operator Blake Moore
Owner's Address Irrigation Operator's Address
OIC#
Owners' Phone # Operator's Phone #
From waste Utilmation Plan
Raoartmnended PAN
Crop Type JSG L." ) - (a) 50
fll (21 [31 f41 [5] IR1 [71 fal 191 M111 fill
lagoon CD
Dew
t + YH
Start Tlnr
End Tkm
Toad 4Pnub►s
(Sill
• a 3pYfkkn
o
Flow Rio!
ToW Vokww
tom?
(63a( 4l)
Vd" wr
Ate Ww wo)
C►1NA)
V a AnNrala
PAW (baft000
Tan
AN
lei
cn dm
tetragon
aVerxa
(ld )
waidlw QW0
trapet6o�rs
(Wee tr-
MR2
2262009
4:D0 PM
5:30 PM
90
1
101
9D90.00
739024
1.6
11.82
38.18
C
- t
MR2
2J262009
7:D0 PM
8:30 PM
90
1
101
9D90.00
7390.24
1.6
11.82
26.35
C
LT
MR2
2272009
9:D0 AM
10:30 AM
90
1
101
9090.00
7390,24
1.6
11.82
14.53
C
�'?
MR2
21272D09
2:00 PM
130 PM
90
1
1D1
9M.00
7390.24
1.6
11.82
1 2.70
C
Crop Cycle Takals
f
Total PAN
Owners sO ww" Operators signahme
Carried Operator Operators CaarlrBtion 0
"NCDA Wasie Agayab or Egatiralad. Ala inhi mart, waste analyals is requked wilt 80 days of bwtd appliceW averr�.
"Fitter ma value gacei d ty Sub"w*V eeirnrr (1o) ham (B). Condriva s+drtra�np aokmn (10j tram catrerat ti 13 r r0 each faipaaon erari
'"Enter nutrient source (tor. Lauoonftwage Pond tD. cortmer W rerifta, dryIRtar, eta )
'Vfteta Codes: C-Crean, PC-PeM Clardy. CE-Clasdhr. R41ain, s-SameSlast W-Windy
—Peraor(s corny*&& the bafpab n t upecdom aaat inft to aim* than I op m Ai r -were completed at beast every 120 rnbumes.
Note: it comftw= beyond the pemtRDea'a convot have caused r wworrr omm me are CAWMP or pem k, errpialn on reverse.
l/CGc) 4/,fJ�
� i1

Form IRR-2
vy'-0
s6D
Lagoon liquid Inigation Fields Record
One Form for Each Fleid per Crop Cyde
Tract 0 Field # 1
Field size (wetted acres) = (A) 1.23
Farm Owner t Tew
Owner's Address
Owners' Phone #
Facility Ntnnber
Irrigation Operator L Tew
Irrigation Operator's Address
01CO
Operator's Phone #
From waste utilization Plan
RaaxmWlCffded PAN
Crop Type tG Loeft ice) = (M I5D
(1) f2l (31 (4) (5l (8l (71 M AM 1101 (111
Lop m ID
�s
("mvdd"
owl Time
End Tins
Tdtl fps
OHM
i of fiprhidert
flow tM
1A�
(W5)x(4)
WAMM)
UYW
AW (ZW IOW
Dd)
PAN Ap
Marl—)
161 m
aaftraa
(mf—w
4 imW rode
��'a
(kdtlebY'
2
10I9120W9
2:30 PM
4:05 PM
95
1
205
19475.00
15833.33
0.94
14.88
35.12
C
2
10/12120D9
1:60 PM
2:30 PM
90
1
205
18450.00
15000.00
0.94
14.10
21.02
C
crop' --ago r own I t
I otal rwn I _ 1
opcemri suture
Operators C *m •
'NCDA Waste ArWyais or EgWvaleat. Ala n* mtan, waste analysis Is regtiW wNdn 8D days of rend appicptlut evert,
-Erder the Value reeetued by st67adny cokmsr (10) from (B). Cantlram wbtrect@p cak M (10) from cakarm (1 i) t km" each e4stion evml
-'Erdw mdrkid sources (ie. LapoorVSbNa a Pond ID. comnereial ferUmor. dry des, etc.)
'Wi nw Codes: C-Ck ar, PC-Pardy C)audy. CWJmKiry. RAdn, S-SrawlSWK W Wb*
"'Persat's eomple6 VmiMWdkw hispecdorm roust hWW to signify Brat lrmpedons wem corrWkftd at least every 12D minrtes.
Note: tf tonditiorm beyond the perminee's mitts d have caused nonoomp6ence with the CAWMP or p mmiL expialn on reverse.

Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract t#
Field sae (wetted acres) = (A)
Farm Owner
Owner's Address
Owner`s' Phone 0
Facility Number
Irrigation Operator Lynn Tew
irrigation Operator's Address
OIC*
Operators Phone f
From Waste Utilization Plan
Reconanended PAN
Crop Type SG LMMV (Gadacre) = (B) 50
M% 19% PM fA% f51 IM M !R1 10% !sn] 111%
Field 2A
2.25
LM Tew
MUM=
!l•. T®®
--------------
--------------
Crop GYM TOMi9 I # Total PAN L 1
Owner's Slpnehae Operators Sure
Operatots CerBGcado , 0
'NCDA Waste Ana ysis or Equhmkod. Al a rn0dinun , waste aneyss is regedrod vMw 00 days of land appGcaabon events.
"Enter the vacua raoeWed by vAoSc5ng WIldrrn (10) from (B). Conti = wbtra cling caisan (M horn cahrnn (11) folowfrV ead# impactors evertl.
"'Finer rsrbierd so rm (is. LeDooriStorage Pond ID, connrerrial fer0m, dry Goer. Ctrs.)
'1A &dw Codes: C•Ckw PC4Pwfly Cloudy. CKSoudy. R4bft. S-SnmdS*et W-Wbdy
"Peraan's oorrrpkt the hsipelion Inspections rmat bWd to siprdfy flint inspodions were conWk tad al least every 12O mYnmes.
Note: tf condt5ons beyond Unperniftescoubd have ceased nonmrWlarce with the CAVA P or pe wdL eNlein on reverse.

Form IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Ownees' Phone 0
Lagoon Uquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field 2b
1.02
!M2 Tew
Crop Type 5G
(11 121 (31 (Al (51 (A) m
Facility Number
Irrigation Operator Lynn Tow
Irrigation Operator's Address
OIC#
Operator's Phone #
From Waste Litilization Plan
Recammded PAN
L adrr� ( ) a (a) I - 50
(Al rat rin% rill
Lapow fEt
Date
(mfnleldlyr)
Beet Tine
End Tarr
Tow ru><+te>t
Flaw Rate
Toren Vohun
Wdorw)
(eied5W4)
VoMme per
Ace (per —)
(W)
weeee
PAN' (Dsri
s
PAN APPW
�)
lAeapen
sets" ems)
yYe�eer Gods
wq-
3
1=010
2:30 PM
3:45 PM
75
1
95
7125.00
6985.29
1.4
9.78
40.22
C
3
112=10
5:00 PM
6:00 PM
60
1
95
5700.00
5588.24
1.4
7.82
32.40
C
3
114=10
10:30 AM
11:45 AM
75
1
95
7125.00
1 6985.29
1.4
9.78
22.62
C
3
1/4/2010
1:35 PM
2:50 PM
75
1
95
7125.00
6985.29
1.4
9.78
12.64
C
Drop cycle 10MIS I _ I
owwrs sly
operators
Operators C&McaUon 0
%MA waste Analysis or EgWva$*M At a mkwm", wane armlysts b required wMVn 60 days of lard appbcstlon events.
'Taber the vatae rece)ved by subtracting calraoao (10) from (lB). CardkS atmtrsC ft =aJFM (10) tram cohsrrn (1 1) tolM*V eMCh Ripetion evvd.
—Erder nutrierd sowce (le. Lagoorv5totege Pond ID, camierciM terbu er. dry mb r. eta.)
'weater Codes: C-Cieer, PC -Partly Cbudy. CK3m dly. R-Rain. 5-Sn� W-1Mndy
—POVon's mail' Al g the kripa6on irt,pecbons must kottiel to siW* that irspecdom were meted at least every 12Dmieetea.
Mote: 0 canMwo beyond the pernAlDes control have caused roorcorr Barm write Itoe CAWNIP or permt expWn on reverse.

Farm IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's' Phone #
Lagoon Liquid irrigation Fields Record
One Form for Each Field per Crop Cycle
Fief F 2c
1.86
Lynn Tew
Facility Number
Irrigation Operator jLynn Tew
Irrigation Operator's Address
OIC#
Operator's Phone #
Fmm Waste UWaation Plan
RecoestmWed PAN
Crop Type SG Loedrp Matmre) _ (a) 59
(11 f21 (3) rat f5l fAl f7l f8l 191 mnl fill
Lrpoon 10
Deb
(-Wddr)rr)
Stint Time
rsM Time
OW
C4).mAFraNea
8oSpv drndp�
port Fuse
TOW Vbhune
Gans)
MX5X4)
Vakr M
Aar WMhm )
(TM
we" A"
PAW (baf lO 0
qsp
PAN AppWd
MM )
low
Ndropan
P+rse)
rawlol
WowwIr Code
"If '
2
1002009
1 DA 0 AM
12:00 PM
110
1
205
22550.00
12199.19
0.94
11.46
38.54
C
2
i0F612009
2:35 PM
4:30 PM
115
1
205
23575.00
12743.24
0.94
11.98
26.56
C
21
10/M009
4:00 PM
6:10 PM
130
1
205
26650.00
14405.41
0.94
13.54
13.02
C
Wop UY00 f omen t I
Owners Siprrebrn
IOU" I -Am I I
Operawe3 Sure
Operators Certflm6m i
'NCOA WexW An*W3 or Equivalent.. At a minimm . waste snaysis is mqured wittin 60 days of read applcabon events.
"Ender the value recalvW by K trac&V coramr (10) from M). Conlirnte et 1' 1 A g coherer (ID) from tx>rann (I I) fotlowrrg eadi trigOdW evW.
—Enter nutrient ammm (le. iagoonMDrage Pond ID. comnerdal fermizer. dry later, etc)
NAh. sW Codes: C-Clear. PC4"** Clardy. Ci-Cknj*. R•Rain, S-Snwv ShmL W-Wybdy
"Persan's cannleting ere Qripefim rtspectlons mtst ImtYd to sign** inapediom were cmwkftd at least every t20 minutes.
Node: K condbDm beyond the perrrittoWs control have coined nonam*fi mce with die CAWMP or permit, explain on reverse.

Farm IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crap Cycle
Field 4
0.49
Lynn Taw
Facility Number
Irrigation operator Lynn Tew
Irrigation Operator Address
acs I T
Operators Phone #
From Waste Utilization Plan
ReopmnwKW PAN
Crop Type $G [oaci tp (maf om) a A 50
(11 (21 fal 141 (51 f61 M (Al f91 MM fill
==mom==®
r
MM
--------------
--------------
--------------
cropsycre royals I l rOMrANL ....J
Cmwad Operator OpwaWs Certirteatim e
'NCDA Waste An*p1s or Egtdvalwtt At a rtmwrsan, waate analysis is regL*W vAd*t e0 days of and appbm*m events.
-ErAw Be vakm meehod by ttttbtreclirtQ eok— (10) frnrn (8). Caror— wMmcl4tQ oa ffm (10) from mlunut (11) roecvvirtp each hip Mm evam
"'Errter nutr=4 source (te. LaoDWStorape Pond ID. cNnmereW fwd mr, dry Mer, etc.)
`Ahmw Codw: C-Clem, PC -Parity Cloudy. CI Cloudy. R-Ralrt. S-Sro w sleet, W-V**
"Persan's eanpleWtp Be k0GOM ropectlom must ntat to siprdy that irMpedions were coif ad at least every 120 trmudts.
Note: !f corttTWm beyond the permtttae's can4al have tmued rrorlcamprw= wish the CAWMP or perrrdt eighth an reverse.

Form IRR-2
Tract #
Field size (wetted acres) a (A)
Farm Owner
Owner's Address
Owners' Phone #
Lagoon Liquid Irrigation FmIds Record
One Form for Each Field per Crop Cycle
Field # 5
1.09
Lynn Tew
Crap Type SG
ri1 17% 131 !d1 (91 IM 171
Facility Number
Irrigation Operator Lynn_ Tew
Irrigation ators Address
OIC#
Operators Phone 8
From Waste iHitastion Plan
Remrmnsrded PAN
LMOM (row) s (B)
rstl 10% rim rill
t+0oera
Dade
(rmaftAv7
eisrt Trine
[rod 7kne
lard r1eula
(31 RJ
s or eixiraNsrt
OPT
Flow wu
Told Vokm
i J
Sd1OX4)
Per
Am Ittd+ J
(7YtA)
yM r, �
PAN' (bali
PQ
PAN Appied
W w—r
fob")
1000
Nataopea
adw"
(b+aaar•)
MAIM
r cad.
kapec7oh
Ra>i Y
3
1217/2009
10:10 AAA
11:20 AM
70
1
95
6650.00
6100.92
i.4
8.54
41.46
C
3
12/8/2009
2:30 PM
3:35 PM
65
1
95
6175.00
5665.14
1.4
7.93
33.53
C
3
12/13/2009
11:00 AM
12:15 PM
75
1
95
7125.00
6536.70
1.4
9.15
24.38
C
3
12113/2009
2:50 PM
4AO PM
60
1
95
7600.00
6972.48
1.4
9.76
14.61
C
crop cycle Tames I I
Ownees S%mabae
TONI PAN] I
OpenWes CerlltacabDn 0
"NCDA waste Analysis or Egarhralent. Al a minimum, waste anefysis Is reo ed within 00 drys or lend g I 1 11 events.
"Entuf lire value maeivod by subbrd tl Mlunan (10) ft- (B). Continua subMdkV cahmwa (10) from colarat (11) rollowkM each boldon eraaL
"'Eraser rarbieru soraoe (le. LagoonStorage Pond ID. coannerdal terdtzer, dry Nw. etc,)
'WMW Codes: Clear. PC -Partly Ctady. C40o . RAafn. S-SnerySl8K WYA*
"Person'& complete the aftellon l spedbm must In" to y that inspedioos were mrnpleted at least every 120 arftfts.
Note: If carditiwas beyond the pera t ba's cmdi have caused ronrcDn*gmnoe wkh the CAWW or perrratL eagalalr on reverse.

Form IRR-2
Traci #
Field size (wetted acres) = (A)
Farm Owner
Ownees Address
Owner's' Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Reid per Crop Cycle
Field # 6a
1-$3
Lynn Tow
Crop Type SG
(11 r21 r31 (Al (Al IM rn
Facility
Irrigation Operator L n Tew
Irrigation Operator's Address
OIC#
Operator's Phone #
From Waste Utilization Plan
Recommided PAN
-oedv,o ms we) m (a) 50
rfzl�kl�c011 klkv
tapom ID
Die
(nwrdd"
Start mme
End mme
Tow vrenrt s
PM2)
Cf
OP-Zb%
r uw �
Tatar volume
WA—)
Va per
Aoe (pN/aa+al
"W
Av Anagefa
PAW (ttwin00
PAN APOW
OWWO)
P&"-
Bamnft
PI—)
vwassw Code
(fir
3
10/28/2009
8:45 AM
11:00 AM
135
1
95
12825.00
7008.20
1.1
7.71
42.29
C
3
1012=009
1210 PM
2:46 PM
135
1
95
12825.00
7008.20
1.1
7.71
34.58
C
3
10/29/2009
11:00 AM
1: 10 PM
130
1 1
95
12350.00
6748.63
1.1
7.42
1 27A6
C
3
10/2912009
3:00 PM
5:15 PM
135
1
95
12825-00
7008.20
IA
7.71
19.46
C
crop cyara Totars I I
Owners Sfnahm
TOTJ>fl PAN I I
Opmvaes somft a
Operators Cerrioon 0
'NCOA Waste Arm ysis or Equivalent At a n* nwmi, waste analysis is nKpAvd wttldn 80 days of ImW sppke m ewsas.
"Erdw the value received by atrbMm:bsq whim (10) from (6). Cardkum suh mMv mtumn (10) (norm mham (11) fot(ovrtnp Md1 Woebon event
"Taftf .oAk nt sotsm (le_ 1.8900A StOnW Panel ID, consnadal feniluer, dry Mu, eta)
'Weser Codes: C-Ck . PC -Pertly Gaidy. Cl-C#oudy. B Ra(n. SSnow/Steel. W-Windy
—PemoWs ft the Wrigebm hspectlans runst imM to sW fy Vmd Inspodkms were completed at least every 120 mtmroas.
Now p emuftom beymW pre pem tBse's ombiA have Caused nmmnpl mwe with Be CAWMP or pan* emMn on reverse.

Form iRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners' Phone #
Lagoon Liquid irrigation Fields Record
One Form for Each Field per Crop Cycle
Field # 7
1.63
Lynn Tow
Crop Type 5G
(11 121 fat rat IM 191 m
Facility Number
Irrigation Operator jLynnTew
Irrigation Operatoes Address
OIC#
Operator's Phone #
From Waste LJtiIaation Plan
Remmmprbed PAN
tom) - (e) 50
!Rt [m rent 141%
�uoat ID
°i'
(>,.t>rdarr�
t xan Tyne
rsa ratr
Toil
(ar-rz)
t;pnldusrs
oP�a
Flow macs
Toth Vokme
wo—)
rt> ssw�)
Vok" per
Aors (wtlsm)
r+vw
waft
PAW MW,
rn
PAN Ap
tmua�a)
and°'
tam
F0apsi
t�mMnc s
c�—)
(Swun
Cade
M*w.r-
2
1112712D09
2:00 PM
4:00 PM
120
1
95
11400.00
6993.87
0.94
6.57
43.43
C
2
11/26/2009
12:30 PM
2:30 PM
120
1
95
11400.00
6993.87
0.94
6.57
36.85
C
2
12=009
11:45 AM
2:00 PM
135
1
95
12825.00
7868.10
1.30
10.23
26.62
C
crop c;rcra -lotais I J
Owners SUmese
Total PANT
OPuators SOVd—
OpcnAwl; C rVIC don s
'NCDA Waste Analysis or EqutvWeM At a mmkm m. waste a whvm to required within 80 days of land appksbon event.
-Eraw Ure vacua received by KftaMM Cokum (10) than (13). Cordknm vftactkV miLff n (10) tram cob= (11) f mawinp each Tripe even
"'Ender nW WV somm Co. L VWWSWnW Pond ID. constne cW ftrwzw, dry litter, eb .)
'Weahu Codes: GCkmr, PC -Partly Clardy. CWIo dly, R-Rain, SSmWSleet. W-M*
"Piervann's comple&tp the ini9ftm unapec on5 must Ydt d m SWdfy ihd frtspetlfom were aoetpWW at leas! every 120 mhfts.
NOW p conditlorts beyoM the Pemtinee's oornbol have coned rnomw npk noe w11h the CAWMP or pwntt, enq:laht on mversa.

Form IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owners Address
Owners' Phone #
Fadlity Number
Irrigation Operator LynnTew
Irrigation Operators Address
01CII
Operators Phone #
From Waste Utilization Plan
Reconr nailed PAN
Crop Tyne JSG Loading pbs/ase) = (B) 50
(1) 121 (31 141 (5l r61 f71 181 (91 f101 fill
Field # $
2.26
Ln Tew
te9ooh 10
{ )
Shah Tme
rmd Time
• of 6�pri�kds
Flow Role
Talal Vehms
Wd—)
(spglijx(4)
Vokow Per
(��)
(7jf(A)
weals Afuhsh
PAW (Im"DW
900
PAN AP
�� )
Iwo
�)
(DWIM
� Code
(y i
2
10/Y31Y009
11:00 AM
2:05 PM
185
1
95
17575.00
7776.55
0.94
7.31
42.69
C
2
I 2612009
3:00 PM
5:45 PM
165
1
95
15675.00
6935.84
0.94
6.52
36.17
C
2
1012WO09
11.40 AM
2:35 PM
175
1
95
16625.00
7356.19
0.94
6.91
29.26
C
3
12/11/2009
12:30 PM
3:30 PM
180
1
95
17100.00
1 7566.37
1.4
10.59
1 18.66
C
Crop Cycle Totals I - 1
ow wS Signab"
Total PAN I I
operatods swru* ro
Operators Cwtilicadon 0
'MC A Waste Analysis or Egldvalard. At a mhinhnum, wads enatysis b fequhed wM*i 80 days of land 1 R Ii evefds.
"Enter She value received by naractiV eokxrnn (10) from (9). Confirms Kd tracting eoharm (10) from cohmnn (11) Mowing each Wigadar evert
—Ender nuhk fd source (ie. Lagoon/Storage Pond ID, comemertipi W 02m, dry Mo. der)
'VVaaber Codes: GCfaar, PC Pardy Cioudy, Cf C oudly. R-lain. S-Snow/Siset, W VAndy
-Person's confhpWft fhe adjetba inspections mast umW to sigf* that InspeCtIom were mspleted ed leas! every 120 mhnfbes.
Mate: ff corditm beyond the permitiee's control have eawed nommmhptienoe wltir Me CAVVMP or permhif expkdn on reverse.

Form IRR-2
Tray #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's` Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Fief Per Crop Cycle
Field # 9
1.62
Lynn Tew
Crop Type SG
111 r91 M (AX tr%% M M
Facility NLunber
Irrigation Operator ILynn Tew
Irrigation Operator's Address
OIC#
Operators Phone #
From Waste tJtii'ization Plan
PAKO anerrded PAN
Loedkv (bsleca) .(8) 50
!Al fal 11f11 fill
Lapoon IP
Spit Tone
End Tiro
;
Flow Rote
Tad Voknm
(pellons}
taXSX4)
Volume per
Am {yeFlaen)
(TY(N
Wrote Anaye6
PAN' (6tlt000
yd}
PAN ApOM
(81; �)
Iwo
deepe n
swwm )
M41M
WeaNer eoae
Mpecw
r,s
2
10f2W009
8:40 AM
10.30 AM
110
1
95
10450.00
6450.62
0.94
6.06
43.94
C
2
M2912009
12:10 PM
215 PM
125
1
95
11875.00
7330.25
0.94-
6.89
37.05
C
2
10/30/2009
1:35 PM
3:30 PM
115
1
95
10926.00
6743.83
0.94
6.34
30.71
C
2
10130/2009
4:30 PM
6:36 PM
125
1
95
11875.00
7330.25
0.94
6.-
23.82
C
Crop Cycle Totals I I
Owners
Total PAN I I
OpmMesso-hea
Operators cermko"m 0
'NCDA Waste Analysis or Equh+aW& At a nmW mr, waste arWysp N requdrW within 80 days of lend appdcabm evuma.
-ErdW the vahre -c W-d by wAffmcBM cob" (10) rran (8). CorMiwe MAVae t cob= (10) from MiLff i (11) W ohtV each 0ripatim &we *
—TAW -KA K ru source (x. Lapooft0m ye Pad ID, cornn rcmd fratlr¢er, dry fir, atc-)
*Vhater Codex 0-a—. PC-Paft Cloudy. CFCbuft, R-Rasa, SSnmWMeeL NLM*
•'Person's mmpkthrp d- erig - hspedim must In W to AV* that V*pm*— were exrVieted of least every 120 irauRes.
Note: tT mnd*mm beyotd the perMMWs control have c+suaad noncompdarae with the CAWMP or pmTtk wtplain on reverse.

Form IRR-2
Tract art
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners' Phone #
Lagoon Liquid Irrigation Fields Record
One Farm for Each Field per Crop Cycle
Field # 11
1.87
Lynn Tew
Crop Type JSG
fil 17% M rat f51 M% M
Facility Number
Irrigation Operator ILynn Tew
Irrigation Operator's Address
OIC#
Operator's Phase #
From Waste Utikudion Plan
Recortarla tded PAW
LoR&V pin/acre) = (B) `
fAl M rim fill
Logo= to
ON~
6W Tree
End Tuns
TOW WF etes
M-M
d Bprrridars
opwabv
Flow Rate
om Vokane
(pan")
MX5)9(4)
vakam per
AcM (pWaon)
OYW
Waft Andpis
PAW (IOar1000
go
AH Armed
MW—)
re 30 ,T
BsMrm
pones)
Waelher Code
t
maaw
3
10/26l2009
10:30 AM
12:30 PM
120
1
95
11400.00
6096.26
1.1
6.71
43.29
C
3
10126/2009
2:10 PM
4:35 PM
145
1
95
13775.00
7366.31
1.1
8.10
35.19
C
3
10127/2009
11:00 AM
1:10 PM
130
1
95
12350.00
6604.28
1.1
7.26
27.93
C
3
10127rM9
3:00 PM
5:00 PMI
120
1 1
95
11400.00
6096.26
1.1
6.71
21.22
1 C
Crop cycle Totals I I
TCUI PAN I I
Operators Sltrtakue
Operators cwwkn&m f
'NCDA Waste Arlalyais or EgAmiem. Al a mirdnxan, warm Wolin is is m*Ared wAm 80 days of lend appg� events.
"Eater the Value received by wWmct v eokarm (10) from (9). Continue Aftacav cWkffm (40) Ham oakahm (11) "Ming each Rripation even
"'Enw rKM=9 solace (w. Lagoord5knape Pond 10. carrsrrercfal fertEm, dry tiller, eie-)
"Maier Codes: "low, PC -Partly Cbudy, C4Claudly, R-Rain, S-Snow/Sleel, W-Wlndy
-Person's eompwbnp the 4riga Wnspecbons rm*t VOW tD siw* #* kapedm% wme compleiad at WSM every 12o rnahetes.
Note: If con2fimra beyond the perndltee's cmdrnl hove caused norrcorrWft with tlrs CAVWP or perm0. a)Fain on reverse.

Form IRR-2
Tract #
Field size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners' Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Field # 12
1.12
LIM Tew
Crop Type SG
(1] (2) (31 (41 151 (61 (71
Facility Number
Irrigation Operator Lynn Tew
Irrigation Operators Address
01C#
Operators Phone #
From waste U61Vation Plan
Roca —wKied PAN
Loaam cam) = (B) 5o
(81 (91 (101 (111
ID
Dra
(nhuJddlYll
ta"M TYne
Bid Time
{31
* of spwdm
Flow Rafe
row vaium
(go—)
(apgOP-dbvSj>d4)
vabms Mr
Acre Weftww)
(7)!ty
wvaafe Aryan
PAN' (tbflra0a
V*
PANt�s
{�alecra)
Bhdence
Waenwrt:ode
2
11/19/2010
10:00AM
11:15 AM
75
1
95
7125.00
6361.61
0.94
5.98
44.02
C
2
11120=10
2:DO PM
3:30 PM
90
1
95
8550.00
7633.93
0.94
7.18
36.84
C
trap cyora l orsts I t
Owner's Sipnehae
1 Ozer rPA I 1
Operators swab -
operators CeeKwatbn f
'NCDA waste Analysis or EgidvabnL At a m w m. waste analysis is-Wilred within lm days of land sppicatiOn events.
"Efftar dw value receim! by MbUac*V CoUnn (10) from (B). Cordiruw subtracting cdrsrm (W) f m ccd uhm (11) iafowft each hiMOM evert.
"'Ertar mmiert sauce (ra. t_agoa Skmage Pant ID, corrsnerdal fertHIM, dry Wier, alc.)
*Weeter Codes: C Claw PC -Partly Cbudy. C►cta, . R-Rain, S•Snoe Mmk VV-windy
"Person's rompk V ft tr)g0m kapactj" must wdW to sWrify OW kapectlons vam oartpkied at least aw" 120 m6mtas.
Note: tr tzuffiorts beyond tiha permifee's coral have tamed nahconWAwme wit the CAWMP of pemhi, exptaln an reverse.

State of North Carolina
Department of Environmen��
and Natural Resources
Division of Water Quality MAR 1 9 1999
James B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
March 12, 1999
Ivey Knowles Jr Farm
539 Fussell Road
Rose Hill NC-28458
Attn: Ivey Knowles Jr.
V T
• •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310522
Ivey Knowles Jr Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Ivey Knowles Jr.:
In accordance with your application received on January 11, 1999, we are forwarding this Certificate of
Coverage (COC) issued to Ivey and Eunice Knowles, 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 Ivey Knowles Jr Farm, located in Duplin County, with an
animal capacity of no greater than 2400 Feeder to :finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAV/MP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting; and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the :Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, Forth Carolina 27626-053.5 - Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310522
Ivey Knowles Jr Farm
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is Iocated in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Dianne Thomas at [phone] ext. 364.
Sincerely,
Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin-County Health Department
(-Wilmington Regional -Office, Water -Quality Section
Duplin County Soil and Water Conservation District 1
Permit File
NDPU Files

0
State of North Carolina \\JS
Department of Environment and Natural Resources RS0,,4,V 0,��oN
Division of Water Quality WpV
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL) rSaN
General Permit - Existing Liquid Animal Waste Operatioil 60116119
Na'�p
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 FacilityName: Ivey_ Knowles Jr Farm
1.2 Print Land Owner's name. Ivey / Eunice Knowles Jr / Knowles
1.3 Mailing address: 539 Fussell Road
City, State: Rose Hill NC
Zip: 28458
Telephone Number (include area code): (9I0) 289-3955
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Farm location: On SR 1133, approx. 2 miles west of
intersection with SR 1101.
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: 01/01/87
L9 Date(s) of Facility Expansion(s) (if applicable): _
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); 522 (facility number).
2.2 Operation Descri—ption: Swine operation
ee er to Finish
2400- Certified Design Capacity
Is the above information correct? yes; F7 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
Type of Poultry No. of Animals
0 Layer
0 Non -Layer
0 Turkey
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 31- 522

fi
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 27.2 ; Required Acreage (as listed in the AWMP): 27.2
2.4 Number of I goon storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O lease 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 tandards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One.completed and signed original and one copy of the application for General Permit - Animal T�
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 522

Facility Number: 31 - 522
` Facility Name: Ivey Knowles Jr Farm
RECEIVED
WATER QUWTY SECTtot4
raw, -1 1 1999
Non -Discharge Pei atng
4. APPLICANT'S CERTIFICATION:
I, -:r 1 \nOU-3�'t� J r • (Land Owner's name listed in question 1.2), attest that
this application for u3kr_& yr C- ul-iI( d )A r%n (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Signature
Date I -- 10
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for _ (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of rry knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31 - 522

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98)
4
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
%lay
�4i:iG;aui4_
Graham
gwain
Haywood
Transylvania
Henderson
-Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Babe LAmoir
Chowan
'Pamlico
Craven
Pasquotank
b.aLLaLLLCw
a w'�tl'i�i�.• .a
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
38M Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
-ri61 2€ .
Wake
Johnston
. Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland .
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
_585 Waughtown Street
Winston-Salem, NC 27107
(910) 771A6W
Fax [phone]
Alamanc a Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 5/28/98 Page 4 of 4

i
S _
X.
:animal Waste tilanagement Plan Certification
tPlesse me or orinc all information that clue; not reuuire 1 signatures
- Fxistirt or ' s`letis or Expanded...: (please circle one) :z
4 •'Y.
General TnPormation:
`a.me of Farm: KnO+ -Z� 450Facility tio: S l I-jq
Ow•n�r(s) Name: e.� � e�v.1�eS^T ►! Phu,! CSlD) a�
Mailinz Address: 3`1��ssLl �_. �fl5e CST
Farm Location: Cot-,nty Farm is located in: L
Latitude and LonQitude:3`i° '�6`, � / -1�� 05 5a" ini2�*razor: Mrr
Please a.ccach a copy of a county road map with locadon identified and describe below (Be soecitic: road
names, direc:cions, milepost an7D S Iy6'
II ' 19 5 he r„ C, V• n'r e 5 33 -{-� �ao.r % i r o tr.'j
-vac�U 4rzik r. ri r..Th TL o fi af.
Oneration Descriotion: V
Type of 5svine NO. ot':Anintcis 7:vpe of Foultr • No. of.knimals 1 ru., ?r Csrtle Vo. of Aninrals
«L.n to e_;ler 1_1�'zr J: iry
eder to Fi:tish aItO to 0 Pullets LSe.:
Ct F-=, :vv to Wean
to F __der
—r : rrzv�v to Finish OrherTvoe a :Fyes.oc,',: Xtulv'm-or.:rtiur.CIS:
C:iis
alOa_�
G r;rs.. y iiiprr^1tDrs QRiY x�t 3 eet f Sq ` °y $ y3 r x
c �... yfi .. ,.. t• _. } t < ",''
�birS D?.r
'k=zzc : — ra_lable for AonliCzdCA: • a • a Qequired Acrt:aet:
Nu—mber o: a 'loons I Scor.:Qe Ponds, S -- - _ - Tocal S4,665 Cubic;-tet(fit=)
.Ax-- subs r-'ac_ drains present on ,n^. fan: YE.S or C> (please circle One)
If 17ES: are subsurfac. drains pr.sent in the area of the LAGOON or SPRAY FIELD (please on.-)
-a. - —-—J.. .i. .k**s. Ma.,. .a! s. s. s.,. r. M f. M s. r." s. T AM,.. to ]+,-"pt. *as----asa y.AA".,.s.-X.KKa....,..aa.a.n" s. a..R i.. i.;1;. al. �s'a .i. A st
ONvner / Manager Agreement
I (vve,, verity that all the above infcanadon is correct and «•ill be updated ueon changitt';. I {:,e; untlarsur:d die operation
and mair.teaance procedures established in the approved animal %vast_ mana_ement plan for dx f:.rm nsnied above and ill
inpiemenc these procedures. I (we) :now that any expansiun to tie existing design c«ru{itv of die wace tr 2anent :tctd
storsJt s•:ste.;>, or cousncdon of rear facilities will require a ne,.y cerurication to be submitted t0 raid Divi;iun Of
=nvi.unr::C^Cal ':tanasccnenc !:Clore the n.w+ animals are scucked. I (.ve) understand that t"_:= must bt no discharge Of
4.n,rn;.1 W:ute from tht storage or aoolicadon ivscem to surface v acers of the state tidier d:rtc:ly dhrough a mart -made
conve-va^.ce ur from a storm less severe than the ?i-ye= _=-hour storm and the:': crust not be run-off from Ule
aeclica:iun of animal waste. I (%vc) understand that run-off of potlutants Crum lounging and heavy use areas must be
miri...iz,d using (echnic_l standards developed by the Natural ResaLrces Conservation Ser.Ice. ine aeprov,-d plan Will be
tile•+ = the farm and at the office; of tht: local Soil and Wacer Conse:-.arion District. I (lye) mow that Lay modification
rnusc be approved by a technical specialist and submitted to t<.e Soil and 1Vater Consar.-adon District prior to
Lmplernent don. A change in land ownership requires written nocis-cadun to DEtit or a avx certification (if the aopruvec:
ptari is eh :aged) within 60 days of a tide transfer.
`'ame of Land Owner : J-�e.1 5
rarne of tilanager(iI
Signature:
...,(from XWne*
Date: 1 I — h
Date:
ANVC -- August 1. 1997

M' y
Technical Specialist Certification
I. ks a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
r • NCAC 6r= .0005. 1 Certify that the animal waste management system far Elie farm named above -has an animal waste
manaQernenc plan chat me=ts or exceeds standards and specifications of the Division of Environmental Management
(DEN) as specified in 15A NC.-%C 3H.0317 and the USDA -Natural Resources Conservation Service (NRCS) andlor the
North Csrvlina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0311 and I5A NCAC 6F .0001_
.0005. The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification (SD, 51, WUP, RC, I), the technical specialist should only certify parts for which they are
technically competent.
11. Certification of Desia n
A) Collection. Storaze. Treatment System
Check the appropriate box
Z Existing facility without recrolI (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consi,cem with u;tte ucilizaciun
ruLluiremetit_l'.
New. e,Ynanded or resmtitted facilit(SD)
Animal waste storage and treatment structures. such as but not limited to collection systems, lagoons and ponds,
have been designed to ate.t or exceed the minimum s=dards and specifications.
CA;Igz' ,
Name of Technical Specialist (Please Pant): 0.-� �`` -less
.Afnuation� Y9k-.-, t--�.`� a�,��5 - Date Wor Como(XG/z,,�_
Add-ress ( gency
SisznatuYe:
eAL N
B) Land oolication Site (WUP) '/ '��r++++i�ttit►'``�
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management: hydraulic and nutrient loading rates.
Marne of Technical Specialist {Please Print): �� i C ��,ps�ecb-ems 1� _ _
At iiiation �l i �v-{ �:� Date Work Completed:l0 /F/9 —7
Address (Age c_ Phone `o.: �� Zl l
S i-on_-, cura Date: 0654:7 -
C) R
Chet
Facility with ut exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
.! Facilicv with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards develuped by N-RCS. 4
Name of Technical Specialist (Please Print):
ti_
Atfilialio
Address (
Si'znalure
A',VC .- Xe

D). -\nnlication and Handlin. Equipment
Check the ttppr•opriate box
Existimz or t:xoandino fa•ility w gxisrinst w, s
4 !►� �� te'tns,icstinn toWinrn,�n[ (`VL'P or I)
.animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
f �-ew`exnanded.ore�isLn- fatality %vithorit exBtino. wngse-pnnjicltion earliomanj ror snnv jtg,1Upn (I)
Animal waste application equipment specified in the plan has been designed w apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutria= loading rates; a schedule for timing of
applications has been established: required buffers can be maintained: caiibntion and adjustment guidance are
contained as part of the plan).
New. nrinrided. or •sting Ficilicy withauc existingw 5 e is ion equinridni For land soreading nr i t'•
srnty ird-Ution. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accornmodaw the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of
applications has been established; required buffers can be maintained: calibration and adjustment guidance are
contained as part of the plan). ;
Name of Technical Specialist (Please Print):
-A- iliacior,
Address (Age
Siarzwcure�
E)
ate Work Cornpie[ed:
Phone `io. Z�`Z—L�► ► _�
Date:
anaaem
Sy. WUP. RC or I)\
T e waste management o a Morafor this facility includes a Waste Managemenc Odor Control Chetllist. an Insect
Control Checklist. lity Management Checklist and art Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best `fanapment Pr_ct=s to Minimize Odors and Best
titanagement P,actices to Control Insects have been selected and inc:iuded in tl:e waste mana_ement plan. Both the
`Iort lily N'Ianagement Plan and the Emergency Acton Plaza are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): tN �% S,,We
AffIL,u don � Date Work Cutnole:ed:
:address (Ag 4 Phone No.:22u
Si%,-ni'_cur-:
F) Written Notice of New or ExlkandintiS%sdne Farm
The follo,- signature block- is only to e us used for new or expanding swine farms that begin construction after June
ZI, 1996. the fucilit_v was built before ne _1. 1996, when eras it constructed or last
expanded In r7 - _ _T
I (eve) e-.rtifv that I (we) have aacernoted to contact by certified mail all adjoining property owners and all property owners
who ow;i property located across a public road. street. or highway fron this new or expanding swine farm. The notice was
in compliance with the requirements of YCGS 106-805. A copy of the notice and a list of the property owners notified is
atezciie d. .
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature-
aNVC -- August 1. 1997
3
Date:

: 1I.I- Certif cation of Installation
f a) Collection. Storaze. Treatment Installation
New. exoanded or rerroticred facility (SI)
Animal waste swra;e and treatment structures_ such as but not limited to lagoons and ponds. have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
``,`4t�tirrnut
CAI
game of Technical Specialist (Please Print): �-e0.7�.
� ,LA<-e,r- ��� SS
aFiliatitan D'3Cz tiVQrk COrIll2i
Address (Agency): P 1\1 25�5 Pilots$ ZRM&
Signacure: Date:= Z
B) Land An{slication Site (NN*LP)
- � �►,r
Check the appropriate box rr,rtir,
The cropping system is in place on all land as specified in the animal waste management plan.
_.1 Conditional Approval: all required land as specified in the plan is cleared for planting: the cropping system
as specified in the waste udlizacion plan his not been established and the owner has committed to establish the
vegetation as spec led in the plan by (nionthlday/ve;r). the proposed cover crop is
appropriate forcompiiance with the waicaudlization plan.
:i Also check this box if appropriate
if the trooping system as specified in the plan can riot be established on newly cleared land within 30 days
of this certiitcation. the owner has catnmitted to establish an interim crop for msion control;
Name of Technical Specialist (Please Print;): Yi11-5*1 S;"`�es��tb���
:-fflliadOn Date Wor Comoleted: I
:addres)(Age PhOne `o.:SivriatuDate:This folng si;nature blo k is onlv to be used when the box for conditional approval in III. B
abo,.,e heen checked.
I (we) c,---6fv that I (we) have committed to esmblisli the cropping system as specified in my (our) waste utilization plan.
and if appropriate to establish the interim crop for erosion control. and will submit to DELI a ve:iiicadon of completion
fricn a Tecanical Specialist widMn l: calendar days following the elate specified in the cundidonri certification. I (we)
realize that failure to submit this verification is a violation of chC waste management plan and will subject me (us) to an
enforctmeic action from DEM.
Name of Land Owner:
Signature: Date:
Name of Nlanager (if different from owner):
Signature:
Date:
.a%vc -- .au,usr 1. 1997 ;

C) Runoff Controls froth Exterior Lots (RC)
Facility with exterior lots
• •A NtL:thod, to nrinintixe die run off or pollutants truai lounaine and heady use area; lla a bcta inStalltd as specified
in the Ulan.
Forfacifiries without exterior lots, no certification is necessarti'.
Name of Technical Specialist (Please Print):
Affiiliadon_ _ _., , �_.._ Date Work Comoleted:
Address (agency): Phone N.o.
Signature: Date:
D) .application and Handling Eoui meat Installation (' 'U.P or Z)
Check rhe_qqKbpriate block
.animal waste application and handling equipment specified in the plan is oa site and ready for use:
calibration and adjusanent materials have been provided to die owners and are c-ontaibed as ptut of Ute plan.
J animal waste application and handling equipment speCif-Wd in the plan has not be -en irutalled but Uie owner
has proposed leasing or third party application and has provided a signed coauacc: equipment specified in
the contract agrees with the requirements or the plan: required butters can be :maintained: calibration and
adjustment guidance have been provided to the owners and are contained as part oreke plan.
_! Conditional approval: Animal waste apptication, and handling equipment specified in the plan has
been purchased and will 'be on site and installed by (monddavlyear); there is adequate
scora?e to bold the waste until the equipment is installed and until the emscte can be land applied in
accordance with rse cropping system contained in the plan; and calibration ar.dl adljustmem guidance have
been provided to the owners and are contained as part or the plan.
Name of Technical Specialist (Please Print): Qc , _des c� -c—\
',fihia-don Date Work Comoleted: /
Address (Agent Phone .\o.-
Signature Date:�y_
The foIlo n.- signature b ck is only to be used when the box for conditional approval in III D
above h been checkid.
I (we) c- sfy that I (eve) [rave mmitted to purchase the animal waste appiicadon and handling equipment as
spe-if±ed in my (our) waste management plan and will submit to DEM a veriticadon of deliver: and installation
from a Technical Specialist within 15 calendar days following rZe hate specified in the conditional certification. I
(ive} realize that failure to submit this veriflcadon is a violation of the waste manavetnent plan and will subject me
(us) to an enforcement action rorn',OEN•l.
Narne of nand Owner:
Si -nature: Date:
Name of tilanager (if differem from owner):
Signature: Date:
E) Odor Controi_Insect Control and Mortality lianagement (SD. SI. WLT. . RC or it
Methcds to control odors attd insects as specified in the Plant have been installed and are operational. Tne
mortality management system as specified in the Plan has also been installed and is oceradonaf.
Name of Technical Specialist (Please/Print):
Aft'ili.ation
Address (:
S[vn'atttre:
Date Work Comolete
zone No.: Zgg—ztiL 1
ate: / 9
ANVC ----0171USE 1, jV97

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
.P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
iVIanagement Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with Your Animal Waste Management Plan.
'XC -- august I. 1997 6

Producer: ve n o LA�) �C 5 P-LA^ i ce o L,-.) I CZ
Location: .5 R 113 3 , 53 .� IV C
Telephone: C91D) a Fq - 3 9.5
Type Operation: 5 L
Numb er of Animals: a d
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
p ollution of surface and/or groundwater. The plant nutrients is 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.
S evera.l factors are important in implementing your waste utilization plan in order to
MWd=ize 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
p oteatials. 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 suffice 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 mwanize 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 dais type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you willfind information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
an aiysis.
Tbis waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC ?H.0217 adopted by the Environmental Management Commission.

• Amount of Waste Produced Per Year(galLa , itj,�tons, etc.)
)'-I Oy animals X waste/animal/year = `�2O r� waste/year.
Amount of Plant Avm fable Nitrogen (PAN) Produced Per Year
I a B O anmzaIs X?Ibs. PAN/animal/year = � bibs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)Y y = a a OT
—rb-rk- = � -& PA lei
Apphymg the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in, a t h nely rnann er.
The fallowing acreage wail 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. Tvoe Per Ac. * Utilized Annlication
o`t 17
SWd
5o
a • S
37
IM -A
10
1
606
l r0."
too
1 a. 5
350
-
a
a
-sc k e:
1 -r . 5
flaS
o'•tA15
1 L i 6
J 50
I
O
!
!o`t
fl
16 i
O
I 9.b
aac o
-!A,,a,.
10 LIT
1
IA,13 -GoA
mall
100
1 9.0
ci o o
!
I
1
1
'
I
!
I
I
1
Total ' I� 1 'ty I
* This N is from animal waste only. If nutrients from other sources such as commercial
fertili;,er are applied, they must be accounted for. N must he based on realistic vield
!�Egectari.ort.
NOTE: The applicator is cautioned that P and % maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Managenzent Act will require farmers in
some eastern counties of North Carolina to have a nutrient n nagement plan that addresses
all nutrients. This plan only addresses Nitrogen.

Table l: 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
ge
sA IWWMIi
* See footnote for Table i.
Totals from above Tables
Acres
Lbs. N
Utilized
Table I
Table 2
Total
Amount ofNProduced
Surphis efi '
a
NOTE. The Waste Utilization Plan must contain provisions forperiodic 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. '

See artached map shoving the frelds 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 (Ia)
!
G a A
A n�% %&a
• J
.
o�
-15Ccw
.S
5
A,13 6, A
i"r_iS TABLE iS NOT N=ED Tr WASTE FS LT0T BMNCr APPi.MD BY LQR iGATION, SO WEva A SL1 L-R T.43IF WILL
BE -N� FD FOR DRY L=Z OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage
anise b e removed on the average of once every __Lz_MONTHS. Ia no instance should
the volume of waste being stored in your structure exceed Elevation sec s���r ��au�jc5
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 deterrmmiag the amount per acre to apply and the proper
application rate prior to applying the waste.
4

}TU'I.�
:.�...�..:.._..,,....,ti.........:...........•...,�..:-..;:�s�::.e.,,-,e=s�..:::::,..i2w.......:.,..:,....<.w::�....,s..,.u2,c,.c<...etua Y:,•:;i.... ..,,.... k,... v.x�: ,•,�.- «.,,.:.,fi'S�^. ,.,
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runog 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 orhas
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 hL&er the use of the land for waste application. it is the
resp onsibility 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 ofamimals,
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
auulication 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 Iess than 10 tons
per acre per year providing grass filter strips are installed where runoff leaves the field.
(See FOTG Standard 393 - Frgter 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 convent;ohally 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 offshe 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.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when, the
surface is frozen.

REQUIRED SPECIFICATIONS
(continued)
9. Animml waste shalt be applied on actively growing crops in such a manner that the
crop is not covered with waste to a depth that would mlubit growth. Ile potential for
salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for sexing planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these sails should
be held to a minfimim 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 facilky 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 cottmonent of a swine farm shall b e at least 50 feet from any residential
property boundary and from any perennial stream or river (other than an irrigation
ditch or canal. Animatwaste 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_ AnirngI 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". A.uimal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
asa-onomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall nqt be discharged into the auimal waste management system.
6

REQUIRED SPECIFICATIONS
(continued)
13. If animal production at the facility is to be suspended or terminated, the owneris
resp onm for obtaining and implementing a "closure plan" which will elin�ate the
posm-bility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pins, reels, etc., should be inspected oa a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption it should only be applied preplant with no further applications of
animal waste during the crop season.
21. 13xghly visible marker shall be installed to mark the top and bottom eIv,,ations 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 maxim= storage volume for waste storage ponds.
22. Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate-
dete=ining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels. pH
shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

WASTE =IZATION PLAN AGREEMENT
JVame of Farm: vc-,t- _ u�► C r�ou���
Owner/.Afanager Agreement
I (we) understand and wM follow and implement the specification and the operation and
rnnintenance procedures established in the approved animal waste utilizationpiaaforthe
farm need above. I (we) know that any expansion to the existing design capacity ofthe
waste treatment and storage system or construction of new facilities wM require anew
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 wasters of the state from a storm eaent less
severe than the 25-year, 24-hour storm The approved plan wM be filed on -site at the
farm office and at the office of the local Soil and Water Conservation Disrrici and will be
available for review by DEM upon request.
Name of Facility Owner. i C- r.o l e s Tr'
(Please Print)
Simature: --V� �ate:
Name of Manager(If different from o er):
Signature:
Name of Technical Specialist. (Please pant),
Affiliation: /Af��
Date:
KV-01-
% G
Address (Agency): D k �5
Sign;
s

l
r%d
1VIL7RFHX
F A M I L Y F A R M S
NCDENR
Division of Water Quality
Permits and Engineering Unit
P.O. Box 29535
512 N. Salisbury St.
Raleigh, NC 27626-0535
Ms. Diane Thomas:
I have enclosed the additional information which is required for the permit application for
the Ivey Knowles finishing farm. This includes the volume calculations tabulated for the
original lagoon which is now being utilized as a first stage lagoon. Also, I have included
a copy of the blue prints which show how the new lagoon connects to the original lagoon.
If you have any questions or need any additional information please call me at (910)-289-
6439 ext. 4529.
Sincerely,
Dave Elkin P.E.,
Engineering Manager
1.VF-D
11 i Cf7 Qi AUTY -l. � Ofa
DEB -1 7 1999
Non -Discharge Permitting
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

FAPAA NAME- hey bfnn Des Jr. Farm DAB: 05; �$,190
1
# OF ANIMALS DONE BY: WGS
FINISHER 1196
NURSERY 0
SO1N8 0
%OF
STORAGE VOL
REQUIRED
ACTUAL
REQUIRED
DEPTH
TREATMENT =
161460
161460
100.000/c
11.09
STORM =
21457
21457
100.00°/0
0.98
TEMPORARY _
59456
1991
3.35%
0.09
TOTAL USEABLE VOL =
242373
184907
70.29%
12.16
DAYS OF TEMPORARY STORAGE: 6
DEPTH OF SLUDGE: 0.0
DVSQ� � ION
VJA�E� a-.Si`l (�
r Tr r> > rry • •r— r't � r �r's srr'. r it r`r �
NO 1 c: THE ACTUAL ULUIMIES DiSrLA ED ON i rrlS SHEr- � �ULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT
6,,gQ?Mrh%n8
THE TOTAL VOLUME CALCULATED USING DCA = 185193 t'o

System Calibration
Information presented in manufacturer's charts are based on average operation
• conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and- accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Propdr lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
.that at the first signs of plant growth in the later winter/early spring, irrigation according to,
a farm 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 maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if,needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not -practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by' spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for.
1. separation of joints
2. cracks or breaks
I accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment --look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack 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 threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling.pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need 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 your -pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not. the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

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

Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown tro hugh
proper maintenance and water conservation_
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
gem
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 catch basins at end of confinement houses or --
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge. Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator, haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with 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 forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will -be
limited by these nutrients as well as any previous waste applications to that field and cop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag,41ne 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 at the waste application site -
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming ng proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure --an example is the placement of a- pipe
in the 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 —protect from inlerpipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly. cause a large discharge
of wastewater and possible dam failure.

EMERGENCY ACTION PLAN'
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [ 1O) NS -3900
EMERGENCY MANAGEMNET SERVICES (EMS)' C^ a%y) wGto- A\k_Qo
• SOIL AND WATER CONSERVATION DISTRICT (SWCD) {gto) AclL,^ a,ao
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) oks-
COOPERATIVE EXTERSION SERVICE (CES) %S aqL, - 11y.3
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all' employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this- may ore may nor be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reasons) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include: .
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment -to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of -the side walls and lagoon -
bottom as soon as possible.
1"

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that,have been
under taken, and the seriousness of the sitution.
b. If' spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Heiath 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.
t
S. Contact the contractor of your choice to begin repair, or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
r
a. Name: ,r G.. ��- c I<-fn e­
b. Phone:
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.
Z

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
'Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
s s from gutters as designed.
{ fiemove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (;,Wsintain lagoons, settling basins and
pits where post breading is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
of surface.
Excessive Vegetative Decaying vegetation f-) Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's parameter.
(Dry Systems)
Feeders Feed Spillage {) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues {) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment {e.g., covered bin for
brewer's grain and similar high moisture grain
products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around artimai
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or brook up accumulated
solids as needed).
MIC—November 11. 1996

Dry Manure Handling Accumulations of animai wastes { } Remove spillage on a routine basis (e.g. 7.10 day
Systems interval during surmner; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
[ } Provide for adequate drainage around manure similes.
(! Inspect for and remove or break up accunxdatad wastes
In.filtar stripes around stockpiles and manure handiing
areas as needed.
The issues checked (} pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
For more information contact the Cooperative Extension Service, department of Entomology, Box 7613,.North Caroline state University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKUST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production V tative or wooded buffers;
Recommended best management
and common sense
Animal body surfaces Dirty manure -covered animals (I Dry floors
Floor surfaces Wet manure -covered floors ( T ad floors;
Waterers located over slatted floors;
(444�pders at high and of solid floors;
(Mr,rap. manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine ( requant manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition (} Underfloor ventilation
Ventilation exhaust fans Volatile gases; { en maintenance;
Dust ( cient air movement
Indoor surfaces Dust ( ashdown between groups of animals
{ 1 Feed additives;
{ Feeder covers;
(i Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon { } Flush tank covers
liquid whiles tanks are filling ( ) Extend fill lines to near -bottom of
tanks with anti -siphon vents
Flush allays Agitation during wastewater ( ) Underfloor flush with underfloor
conveyananee ventilation
Pit recharge points Agitation of recycled lagoon ( ) Extend 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 wastewater (} Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater { } Extend discharge point of pipes
undemeath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( 'roper lagoon liquid capacity
Biological mixing GkIllarract lagoon startup procedures
Agitation ( ) Minimum surface area -to -volume ratio
(�nimum agitation when pumping
{ } Mechanical aeration
(} Proven biological additives
-rigation sprinkler nozzles High pressure agitation ( lrri a on dry days with little or no wind
Wind draft m recommended operation pressure
( T'=mp intake near lagoon liquid surface-
(+fVmp from second -stage lagoon
MOC--November 11. 1996

Storage tank or.basin Partial microbial decomposition (} Bottom or midlevel loading
surface Mixing while filling { } 'Tank covers
Agitation when emptying (} Basin surface mats of solids
{) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying {) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading (7 Soil injection of slurryisludges
spreader outlets Volatile gas emissions {) Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (} Soli infection of slurryisludges
or sludge on field surfaces (} Soil incorporation within 48 hours
(} Spread in thin uniform layers for rapid drying
{ } Proven biological additives or oxidants
Dead animals Carcass decomposition (doper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits
pits O Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads (+'Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management-, 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge —lagoon Treatment; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Huse —lagoon Treatment; EBAE 129-88
NCSU-SAE
-agoon Desig and Management for livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
.alibration of Manure and Wastewater Application Equipment, EBAE Fact Sheet
NCSU-BAE
,ontroliing Odors from Swine Buildings, PIH-33
NCSU-Swine Extension
:nvironmental Assurano Program: NPPC Manual
NC Pork Produces Assoc
)ptiono for Managing Odor, a report from the Swine Odor Task Force
NCSU Agri Communications
luisanee Concerns in Animal Manure Management: Odors and Flies; PRO1O7, 1995 Conference Proceedings
Florida Cooperative Extension
-he issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
,dor control measures as practical.
certify the aforementioned odor control Best Managment Pra
*IOC —November 1 1 , 1996

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implemented)
4 ) 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.
{ �endering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

Y t! -V
Grower: IVEY KNOWLES Designed By: JWR
Address: 539 FUSSELL ROAD Checked By: JNT
ROSE HILL, NC 28458 Date: 04/21/97
• Coun : DUPLIN Sheet 1 of 7
FARM INFORMATION ANAEROBIC WASTE LAGOON DESIGN
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area
Farm Population:
Not Applicable
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Is This Design for an Existing Farm?
Is Drain Tile Req'd to Lower SHWT?
(Y/N)- - - - - - - - - - Y
(Y/N)- - - - - - - - - - N
(Y/N)- - - - - - - - - - Y
REQUIRED!!!!!!! Y
Seasonal High Water Table Elev. -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm /Spillway Buffer: --------------- -----
Side Slopes: -----------------------
Press ALT-C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: ----------------------
Finished Bottom Elevation: -------------------
Start Pump Elevation: -----------------------
Stop Pump Elevation: ---------------------
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES
Storm Stor =
Temporary =
Permanent =
Total Volume =
37803 (Cu.Ft.)
100833 (Cu.Ft.)
0 (Cu.Ft.)
138,636 (Cu.Ft.)
43,507 (Cu.Ft.)
111,916 (Cu.Ft.)
48,030 (Cu.Ft.
203,452 (Cu.Ft.)
Min. Required Liner Thickness ----------------------
Lagoon Surface Area (Inside TOD)- - - - - - - - - - - - - - - - - - -
** SEE SHEET 7 OF 7 - COMMENTS
12007H-D
0
0
0
0
180 Days
G�5-In.'
7.0 In.
0
25594 S.F. **
94.80 Ft.
C1:0=F
0
0
3 :1 (H:V)
�00:90�Ft� `1•q•q,
91.60 Ft. �f8
-G98 550,
94.10 Ft.
*i. RFO'n
115.09%
110.99%
146.75% :f
1.5 Ft.
34,890 S.F.
it,
�4'ra
Murphy Family Farms Engineering P. U. OOX 759, Rose Hill NC; 2d4W (97Q) ZdY-27 7 7

Grower: IVEY KN WLES Designed By: JWR
Address: 539 FUSSELL ROAD Checked By: JNT
ROSE HILL, NC 28458 Date: 04/21/97
County: DUPLIN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. Fr) Cumul. Vol. (Cu. FT)
91.60
17,129
92.00
17,765
6,979
6,979
93.00
19,407
18,586
25,565
94.00
21,120
20,264
45,828
95.00
22,904
22,012
67,840
96.00
24,760
23,832
91,672
97.00
26,688
25,724
117,396
98.00
28,687
27,688
145,084
99.00, .
30,758
29,723
.174,806
100.00
32,900
31,829
206,635
100.90
34,890
30,506
237,141
s
These volumes were calculated using the vertical averacie end area method.
TOTAL REQD VOLUME:
138,636
CF
CUMULATIVE VOL.
ZONE VOL 146.75%
END PUMP = = = = >
94.10
Fr
48,030 CF TR'MT
48,030
START PUMP = = = >
98.50
Fr
159,945 CF TEMP
111,916 110.99%
MAX STORAGE = = >
99.90
FT
203,452 CF STORM
43,507 115.09%
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: IVEY KNOWLES Designed By: JWR
Address: 539 FUSSELL ROAD Checked By: JNT
ROSE HILL, NC 28458 Date: 04/21/97
County: DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
I-AnirnalType Capacity * ALW * cu.ft. Ib = Total
Nursery
0
30
0,00
0
Finishing
1,200
135
0.00
0
Farrow to wean ling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,4171
0.00
0
Boars
0
4001
0.00
0
Total Required Treatment Volume (cu. ft.) = 0
Sludge Storage Volume:
Animal Tvpe Ca aci ^ * ALW * cu.ft. Ib = Total
Nurse
0
30
0.00
0
Finishing
1,200
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,4171
0.001
0
400
0.000
tBoars
i otai Hequirea 5luage Storage volume (cu. tt.) = o
Temporary Storage Volume:
Manure Production:
Animal a Capacitvto. Period * (gals/Hd./aay)= ota
Nursery
0
180
0.30
0
Finishing
1,200
180
1.37
295,920
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
01
1801
14.381
0
Boars
01
1801
4.061
0
i otaj manure vroauction (gals.) = 2-95,920
Total Manure Production (cu.ft.)= 39,561
Excess Fresh Water:
Animal Type Capacity * Sto. Period * als d. da = Total
Nurse
0
180
0.20
0
Finishing
1,200
180
0.90
194,400
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9.501
0
Boars
01
1801
2.70
1 0
Total Fresh water txcess (gals.) = 194,40U
Total Fresh Water Excess (cu.ft.)= 25,989
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Address: 539 FUSSELL ROAD
ROSE HILL, NC 28456
' County: DUPLIN
Temporary Storage Volume: Cont.
Checked By: ,ANT
Date: 04/21 /97
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol. = (34890 sq.ft. + 25594 sq.ft) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 35,282;
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 121n./ft.
Vol.= (34890 sq.ft + 25594 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft) = 37,803,
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (34890 sq.ft + 25594 sq.ft) * 0.0 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain') = 37,803 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 100,833 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 0 (CU. FT)
TOTAL REQUIREDVOLUME = 138636 (CU.FT.)
Murphy Family Farms Engineeri7g P.O. Box 759, Rose Hill NG 26458 [phone]

Address: 539 FUSSELL ROAD
ROSE HILL, NC 28458
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 04/21 /97
Top of Dike Elevation -------------------
Emergency Spillway Crest Eleva#ion--------------------------
Top of 25 yr/24 hrStorm Storage -------------------
Top of "Heavy Rain" Storage -- -- -- - -- - - -- -- -- - -- - - - - - - -
Start Pump Elevation -------------------
End Pump Elevation ---------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev. --------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width -------------------
Side Slopes -------------------
Lagoon Surface Area -----------------------
Min. Liner Thickness (if required) --------------------
Freeboard Depth -------------------
Temporary Storage Period ----------------------
Zone Depths:
10 FT.
Not Applicable
99.90 FT.
Not Applicable
94.10 FT.
Not Applicable
94.80 FT.
91.60 FT.
Not Applicable
Not Applicable
3:1 H:V
34,890 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME -- 203452 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - - - 2.5 FT.
Temporary Storage Zone Depth - - - - - - - - - - - 4.4 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 2.4 Ff.
Total Lagoon Depth - - -- - - -- - - - - - 9.3 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower:
Address:
539 FUSSELL ROAD
ROSE HILL, NC 28458
DUPLIN
STRT PM EL.= 98.50
END PMP EL. = 94.10
k
Designed By
Checked By:
Date:
Sheet 6of7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.90
1 TOP OF STORM ELEV = 99.90 J
1 I
1 1
1 TOP OF TEMP STORAGE ELEV = 98.50 J
1 1
1 TOP OF TREAT ELEV = 94.10 / SHWT = 94.80
1 1
1 1
1 1
1 /
FINISHED BOTTOM ELEV = 91.60
JWR
JNT
04/21 /97
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Address: 539 FUSSELL ROAD Checked By: JNT
ROSE HILL, NC 28458 Date: 04/21/97
County: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
**SEE BELOW
SHWT:
Subsurface drain tile will be installed adjacent to the lagoon as shown on the site
drawing. The the is being installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste Uti."gt4����+1`'''�
SS
y � �
DESIGNED:��
- 149�5
DATE: q f Z41 17
�/o"0 "L %
COMMENTS: This;aagoon is designed as as.econd�sta�qaprxog'iding
area.shbwn on Sheet 1 of ►%represer}ts theLsurface areas of�the' istirig
I goon44 IIocate storage in the new lagoon for rainfall excess andithe
This area is not
considered as outside drainage area, therefore no emergency spillway is �r
provided. -
Murphy Family Farms Engineenng P.O. Box 759, Rose Hill NC 28456 (910) 269--2111

HYDRAULIC REPORT FOR
IVEY KNOWLES
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
APRIL 18, 1997

LIFT STATION OUTPUT SUMMARY (Line 1 )
FORCE MAIN
F.M. LENGTH (ft)
= 460
• F.M. DIAMETER (in)
= 4.026
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 99.9
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE #
Out -fall
NATURAL GROUND ELEV
= 99
DISCHARGE PIPING
DIAMETER (in)
= 4.026
AVE PIPE LENGTH (ft)
= 60
HAZEN WILLIAMS C
= 140
WET WELL AREA (sf)
= 20
PUMP FILE
PUMP DATA
lst PUMP ID
= 4WHV-60IMP
PUMP ON ELEV
= 95.91
PUMP OFF ELEV
= 92.91
No FITTINGS
= 0
LOSS COEFF
= 0
2nd PUMP ID
= 4WHV-60IMP
PUMP ON ELEV
= 96.91
PUMP OFF ELEV
= 92.91
No FITTINGS
= 0
LOSS COEFF
= 0
3rd PUMP ID
=
PUMP ON ELEV
= 0
PUMP OFF ELEV
= 0
No FITTINGS
= 0
LOSS COEFF
= 0
4WHV-60IMP
4WHV-60IMP
Q (gpm) HD
(ft)
Q (gpm) HD
(ft)
Q (gpm)
HD (ft)
25.00
28.00
25.00
28.00
0.00
0.00
75.00
26.75
75.00
26.75
0.00
0.00
125.00
24.00
125.00
24.00
0.00
0.00
175.00
22.50
175.00
22.50
0.00
0.00
225.00
20.50
225.00
20.50
0.00
0.00
275.00
16.00
275.00
18.00
0.00
0.00
325.00
16.00
325.00
16.00
0.00
0.00
375.00
13.75
375.00
13.75
0.00
0.00
410.00
12.00
.410.00
12.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Pn

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q (gpm)
227
274
0
(cfs)
0.5
0.6
0.0
HD (ft)
18.63
22.94
0.00
V DP (ft/s)
5.7
3.5 / 3.5
0.0 / 0.0 / 0.0
V FM (ft/s)
5.7
6.9
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON 1st, 2nd & 3_d ON
4WHV-60IMP 227 gpm 137
gpm
0
gpm
20.4 ft 23.6
ft
0.0
ft
4WHV-60IMP 137
gpm
0
gpm
------ 23.6
ft
0.0
ft
0
gpm
------ ------
0.0
ft

LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects Losses from pump to station header)
1st
2nd
3rd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
25.00
27.97
25.00
27.97
0.00
0.00
75.00
26.52
75.00
26.52
0.00
0.00
125.00
23.42
125.00
23.42
0.00
0.00
175.00
21'.41
175.00
21.41
0.00
0.00
225.00
18.77
225.00
18.77
0.00
0.00
275.00
15.49
275.00
15.49
0.00
0.00
325.00
12.59
325.00
12.59
0.00
0.00
375.00
9.30
375.00
9.30
0.00
0.00
410.00
6.75
410.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
25.00
27.97
50.00
27.97
0.00
27.97
75.00
26.52
150.00
26.52
0.00
26.52
125.00
23.42
250.00
23.42
0.00
23.42
175.00
21.41
350.00
21.41
0.00
21.41
225.00
18.77
450.00
18.77
0.00
18.77
275.00
15.49
550.00
15.49
0.00
15.49
325.00
12.59
650.00
12.59
0.00
12.59
375.00
9.30
750.00
9.30
0.00
9.30
410.00
6.75,
820.00
6.75
0.00
6.75
0.00
0.00
0.00
0.00
0.00
0.00
SYSTEM CURVES (Feet
above••respective Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
4.33
0.00
3.33
0.00
0.00
91.11
6.88
91.11
5.88
0.00
0.00
182.22
13.54
182.22
12.54
0.00
0.00
273.33
23.88
273.33
22.88
0.00
0.00
364.44
37.66
364.44
36.66
0.00
0.00
455.56
54.74
455.56
53.74
0.00
0.00
546.67
75.03
546.67
74.03
0.00
0.00
637.78
98.43
637.78
97.43
0.00
0.00
728.89
124.88
728.89
123.88
0.00
0.00
820.00
154.32
820.00
153.32
0.00
0.00
:x
* Static head based on free outfall, force main flowing full.

F
pump perform+ancie curves
-
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PUMP STATION CAPACITY / FLOW VELOCITY SUMMARY
PROJECT: ! l.i__-LG1��Y-�t✓j
DATE: �, f
DESIGNED BY:
PUMP MODEL:
FORCE MAIN
4"
6"
8"
IMPELLER
SIZE
Q (GPM)
Q (GPM)
Q GPM
V FM V DP
V FM V DP
V(FMj V DP
Z2�
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GROWER: IVEY KNOWLES DESIGNED BY: JWR
ADDRESS: 539 FUSSELL ROAD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 04/21/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 539 FUSSELL ROAD
ROSE HILL, NC 28458
COUNTY: DUPLIN
CHECKED BY: JNT
DATE: 04/21 /97
SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfil led as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South Nabonal Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-3 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed'samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 539 FUSSELL ROAD
ROSE HILL, NC 28458
COUNTY: DUPLIN
CHECKED BY: JNT,
DATE: 04/21 /97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tie will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
f
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

ADDRESS: 539 FUSSELL ROAD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 04/21/97
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional heavy rain' storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxlum liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineerbg P.O. Box 759, Rose Hill NC 26456 [phone]

ADDRESS: 539 FUSSELL ROAD CHECKED BY: DINT
ROSE HILL, NC 28458 DATE: 04/21/97
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump --out of the lagoon when the fluid level reaches the
elevation' 98.50 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 94.10. This temporary storage, less 25 year 124 hour storm,
contains 111916 cubic feet or 837128 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.D. Box 759, Rose Nil! NC 28458 [phone]

ADDRESS: 539 FUSSELL ROAD CHECKED BY:
ROSE HILL, NC 28458 DATE:
COUNTY: DUPLIN SHEET 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90 LBS. FESCUE GRASS AT 60 LBS.JACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
JNT
05/08/97
OF
45 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
90 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTI PACKER OR SIM&AR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28456 (910)289--2111

ADDRESS: 539 FUSSELL ROAD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 04/21 /97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
..add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators --actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
-- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 26456 [phone]

GROWER: IVEY KNOWLES DESIGNED BY: JWR
ADDRESS: 539 FUSSELL ROAD CHECKED BY: JNT
ROSE HILL, NC 28458 DATE: 04/21/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910--395-3900
after hours, emergency number: 910--733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for adviceltechnical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from Happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT.
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, INC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160 `
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, INC 28405 — 3845
910-395-3900
Murphy Family Farms Engineering I P.O. Box 759, Rose Hilt NC 28458 [phone]

MURPHY
F A M I L Y F A R M S
March 26, 1997
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation Service
P.O. Box 277
Kenansville, NC 28349
RE: Ivey (Tom) Knowles Farm - 1200 Feeder to Finish
Dear Mr.- Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- USGS Quad Map
- Soil Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Emergency Action Plan
- Site Plan with Construction Details
Murphy Family Farms will be developing the Nutrient Utilization
Plan for this farm, which will be submitted with the final
certification.
Please contact me at [phone], Ext. 4529 if you have any
questions concerning this.package.
Sincerely,
601-zl�
Dave Elkin
Assistant Engineer
Enclosures
•c: File
Ivey Knowles, (complete package)
Robert Henderson, MFF Construction Dept., (site plan only)
.;or
.lice Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

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Grower: Ivey Roy Knowles (Tom)
Address: 1225 Cornwallis Road
Rose Hill, -NC 28458
Coun : Du lin
Designed By: JHD
Checked By: JNT
Date: 01/27/97
Sheet 1 of 7
ANAEROBIC WASTE
LAGOON DESIGN
FARM INFORMATION
Farm Po
ulabon:
Nursery: --------------------
0
Finishing: -------------------
1�g6Hd
Farrow to weanling:--------------------
0
Farrow to feeder: ---------------------
0
Farrow to finish: — — — — — — — — —
— — — — — — — — — — 0
Boars: — — — — — — — — —
— — — — — — — — — — 0
Storage Period: --------------------
180 Days
25 Yr. / 24 Hr Storm Event --------------------
7.5Jn.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation --------------------
7.0 In.
Additional Water Usage: — — — — — — — — —
— — — — — — — — — — 0
Additional �Drai nag e Area --------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)— — — — — — — — — — N
Does Operator Want Emergency Spillway? (Y/N)— — — — — — — — — — N
Is This Design for an Existing Farm?
(Y/N)— — — — — — — — — — Y
Is Drain Tile Req'd to Lower S HWT?
(Y/N) — — — — — — — — — —N
Seasonal High Water Table Elev-— — — — — —
— — — — — — — — — — — —
93.00 Ft
Freeboard: --------------------
<1:0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: --------------------
3:1 (H:V)
Inside Top Length: --------------------
1820 Ft
Inside Top Width: — — — — — —
— — — — — — — — — — — — —
220.0 Ft.
Top of Dike Elevation: — — — — — —
— — — — — — — — — — — — —
98.80 Ft.
Finished Bottom Elevation: --------------------
88.30 Ft
Start Pump Elevation: — — — — — —
— — — — — — — — — — — — —
97.00 Ft
Stop Pump Elevation: ---------------------
94.90 Ft,
LAGOON VOLUME REQUIREDVOL
DESIGN VOLUMES
% REQ'D.
Storm Stor = 25025 (Cu.Ft.)
29,579 (Cu.Ft.)
118.20%
Temporary = 62786 (Cu.Ft.)
70,208 (Cu.Ft.)
111.82%
Permanent= 161460 (Cu.Ft.)
100.93%
Total Volume = 249,271 (Cu.Ft.)
_162,958_(Cu.Ft.)
262,745 (Cu.Ft.)
105.41% `
Min. Required Liner Thickness --------------------
1.5 Ft.
Lagoon Surface Area: (Inside TOD)---------------------
40,040 S.F.
Murphy Family Farms Engineering P.O. Box759, Rose Hill NC 26453 (910) 289--2111

Grower: Ivey Roy Knowles (Tom) Designed By: JHD
Address: 1225 Cornwallis Road Checked By: JNT
Rose Hill, NC 28458 Date: 01/27/97
Countv: Duplin Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. (Cu._FTj
Cumul. Vol. Cu. Fn
88.30
18,683
89.00
19,860
13,490
13,490
90.00
21,602
20,731
34,221
91.00
23,417
22,509
56,730
92.00
25,303
24,360
81,090
93.00
27,261
26,282
107,373
94.00
29,292
281277
135,649
95.00
31,394
30,343
165,992
96.00
33,569
32,481
198,474
97.00
35,815
34,692
233,166
98.00
38,133
36,974
270,140
98.80
40,040
31,269
301,409
volumes were calculated usin
END PUMP = = = = >
94.90
FT
162,958 CF TR'MT
162,958
START PUMP = = = >
97.00
FT
233,166 CF TEMP'
70,208
MAX STORAGE = = >
97.80
FT
26 745 CF STORM
29 579
PIP
105.41 %
100.93%
111.82%
118.20%
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28458 [phone]

Grower, Ivey Roy Knowles (Tom) Designed By:
Address: 1225 Cornwallis Road Checked By:
Rose Hill,'NC 26458 Date:
County: Duplin Sheet 3
MINIMUM REQUIRED VOLUME CALCULATIONS
_Permanent Storage:
Required Treatment Volume:
JNT
01 /27/97
Anima! T e Cap acity ALW * cu.ft. Ib = Total
Nurse
0
30
1.00
0
Finishing1,196
135
1.00
161,460
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
101
1,417
TOO-=
0
Boars
01
4001
1.00
0
Total Required Treatment Volume (cu. ft.) = 151,460
Sludge.Stora a Volume:
Animal Tvpe Ca aci * AL * cu.fi~ Ib) Total
Nursery
0
30
0.00
0
Finishing
1,196
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
01
1,417
0.00
0
Boars
01
4001
0.000
0
Total Required Sludge Storage Volume (cu. ft.)= 0
Tempora!y Storage Volume:
Manure Production:
Animal e Capacity * Sto. Period * ?ga1s7Hd.7day)= ota
Nursery
0
180
0.30
0
Finishing_1,196
180
1.37
294,934
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
1801
14.381
0
Boars
0
180
4-06_1
0
Total Manure Production (gals.)= 294,934
Total Manure Production (cu.fQ= 39,430
Excess Fresh Water:
Animal Type Ca aci * Sto. Period * als Hd, da = Tota '
Nursea
0
180
0.00
0
Finishing_1,196
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
01
1801
0.0010
Boars
0
1 1801
0.00
0
l otai t-resn water txcess (gals.) =
Total Fresh Water Excess (cu.ft.)=
I
.;It
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

urower: Ivey Hoy Knowles (1 om) uesigned t3y: JHD
Address: 1225 Cornwallis Road Checked By: JNT
Rose Hill, -NC 28458 Date: 01/27/97
Countv: Duolin Sheet 4 of 7
Temporary Storage Volume:_ (Cont.)
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (40040 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 23,357
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft
Vol.= (40040 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft
Total Required Volume for 25Yr.--24Hr. Storm Event (cu.ft)= 25,025
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * `Heavy Rain" Factor (in) / 12in./ft
Vol.= (40M sq.ft + 0 sq.fQ * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required.
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") 25,025 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 62,786 (CU.FT)
Total Required Permanent Storage .
(Treatment + Sludge) = 161,460 (CU.FT)
TOTAL REQUIREDVOLUME = 249271 (CU.FT.)
.;we
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Ivey Ray Knowles (Tom) Designed By: JHD
Address: 1225 Cornwallis Road Checked By: JNT
_ Rose Hill, -NC 28458 Date: 01/27/97
County: Duglin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation --------------------
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation -------------------
End Pump Elevation --------------_---_--_-
Top of Sludge Storage ----------------------
Seasonal High Watertable Elev. ----------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width --------------------
Side Slopes ------------------_
Lagoon Surface Area ---------------------
Min. Liner Thickness (if required) --------------------
Freeboard Depth --------------__ --
Temporary Storage Period - - - - - - - - - - - - - ------
Zone Depths:
98.80 FT.
Not Applicable
97.80 FT.
Not Applicable
97.00 FT.
94.90 FT.
Not Applicable
93.00 Fr.
88.30 Fr.
182-00 FT.
220.00 FT.
3:1 H:V
40,040 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 262745 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
otal Lagoon Dep
6.6 FT.
2.1 Ff.
1.8 FT.
10.5 FT.
s
Murphy Family Farms Engineering P.Q. Box 759, Rose Hill NC 28456 [phone]

Grower: Ivey Roy Knowles (Tom) Designed By: JHD
Address: 1225 Cornwallis Road Checked By: JNT
Rose Hill, NC 28458 Date: 01/27/97
County: Duplin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 98.80
J 1 TOP OF STORM ELEV = 97.80 /
1 /
1 1
STRT PMP EL.=.97.00 1 TOP OF TEMP STORAGE ELEV = 97.00 /
1 /
END PMP EL. = 94.90 1 TOP OF TREAT ELEV = 94.90 / SHWT = 93.00
1 /
1 1
1 1
1 i
FINISHED BOTTOM ELEV = 88.30
k
lvwrpny ramay ranns rnglneenng V.U. UOX 759, HOSE Hill NC: Zd456! [phone]

Grower. Ivey Roy Knowles (Tom) Designed By: JHD
Address: 1 225 Cornwallis Road Checked By: JNT
Rose Hill, NC 26458 Date: 01/27/97
Countv: Duplin _ _ Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan ►►t��"""''��r,,
DESIGNED:
DATE: 5 4�
�K CAR
r
5-SSEAL =
14985 _
IN
COMMENTS: ',f I rr"=�`�►�1,
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

GROWER: Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/27/57
COUNTY: Duplin SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried. out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
s
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC: 1845d (970) 2U9-27 7 7

GROWER: Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/27/97
COUNTY: Duplin SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 97.00 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 94.90. This temporary storage, less 25 year / 24 hour storm,
contains 70208 cubic feet or 525153 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. -Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights--of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC: Z8458 (910) 289-217 7

GROWER: Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 01/27197
COUNTY: Duplin SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 8 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box759, Rase Hill NC 26458 (9 IV) zUs-z7 11

GROWER. Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill; NC 26458 DATE: 01/27/97
COUNTY: Duplin SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment -
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability. of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed' samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated'surface are loosened as adjacent
material is'being removed. As a result, the permeability of these surface soils is increased.
To insure'proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, -NC 28458 DATE: 01/27/97
COUNTY: Duplin SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together,- or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the the will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
r
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Ivey Roy Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, *NC 28458 DATE: 01/27/97
COUNTY: Duplin SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
75 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS.JACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN .DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose H111 NC 28458 [phone]

GROWER: Ivey Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 02/11/97
COUNTY: DUPL.IN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
. --add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) ---hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include.
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers --actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
- close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil '
other holes maybe likewise temporarily plugged with clay soil
Murphy Family Farms Engineer 7g P.O. Box 759, Rose Hill NC 28458 (910) -289-2111

GROWER: Ivey Knowles (Tom) DESIGNED BY: JHD
ADDRESS: 1225 Cornwallis Road CHECKED BY: JNT
Rose Hill, NC 28458 DATE: 02/11/97
COUNTY: DUPLIN SHEET 2 OF 2
-i_agoon prooiems require the consultation of an individual experienced in thi
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910--395-3900
after hours, emergency number. 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for adviceltechnical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVI LLE, NC 28349
910— 296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineeniig P.O. Box 759, Rose Hill NC 28468 [phone]