310547_HISTORICAL_20171231

Z V
NORTH CAROLINA
Department of Environmental Qual

Environmental
Quality
December 6, 2017
Randy Kennedy
Papa T Farm
740 Sandy Ridge Rd
Pink Hill, NC 28572
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
CULPEPPER
R EChVE1)/NACD MAW clor
DEC 0 8 2up
Water Quality Regional
qPeratiOns Section
Wilmington Regional Office
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS310547
Papa T Farm
Animal Waste Management System
Duplin County
Dear Randy Kennedy:
The Division of Water Resources (Division) received your sludge survey information on
November 28, 2017. With the survey results, you requested an extension of the sludge survey
requirement for the Lagoon 4 at the Papa T Farm facility.
Due to the amount of treatment volume available, the Division feels that the next sludge survey
for this lagoon should be performed before December 31, 2022.
Please retain this letter and keep it with your farm records for reference. Thank you for your
attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
F1 � M I
J. R. Joshi
Animal Feeding Operations Program
Division of Water Resources
cc: Wilmington Regional Office, Water Quality Regional Operations Section
Permit File AWS310547
State ofNorth Carolina I Environmental Quality I Division of Water Resources
Water Quality Regional Operaflons Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Papa TFarm (31-547)
Randy W. & Brenda P. Kennedy
740 Sand Ridge Road
Pink Hill, NC 285 72
[phone]
09-15-2016
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-
�D;Ieloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Sig/ure (04ner) 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: 'y
;�Inical Specialist Signature Da4
-------------------------------------------------------
527749 Database Version 4.1 Date Printed: 09-15-2016 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 'Swine
Feeder -Finish Lagoon Liquid waste generated 1,108,692 gals/year by a 1,196
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1998
Incorporated
2398
Injected
2398
Irrigated,
1998
Max.Avail.
PAN (lbs) *
ActualPAN
Applied (I bs)
PANSurplus/
Deficit (ibs)
ActualVolume
Applied (Gallons)
: VolumeSurplus/
Deficit (Gallons)
r Year 1
1,998
2984
-986
1,191,732
-83,040
14iJ: n- s-66'r-ce 'I D,-S _rri'e-ains s-ta n-dard- -source, - U - mea - ns use . r defined source.
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
527749 Database Version 4.1 Date Printed: 09-15-2016 Source Page I of I

Narrative
This plan is based on the previous created by Kevin Weston, Historic Rates and applications windows
can apply by technical rule. This plan was created to separate this farm from the Jaron Kennedy farm.
527749 Database Versibn 4.1 Date Printed: 09-15-2016 Narrative Page I of I

The table shown below provides a summary oft he crops or rotations included in this plan for each field. Realistic
Yield estimates area iso provided for each crop in the plan. In add ition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
. Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
6194
1
4.96
4.59
NIA
Autryville
Small Grain Ovcrseed
1.0 Tons
y r d Bermudagrass Hay
5.5 Tons
6194
2
4,5
4,59
N/A
Autryville
Small Grain Overseed
1.0 Tons
I
Hybrid Bermudagrass Hay
5.5 Tonsl
PLAN TOTALS: 9.55 9.18
U
Potential Leachi=
Technical Guidance
Low potential to contribute to soluble
None
< 2
rutrient 'Icaching below the root zone.
2 &
Moderate potential to Contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient [caching below the root
zone,
H igh pot en ti al to cont ribute to so[ u ble
Nutrient Managernent (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soi Is available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til 1 (778), and edge-of-rield practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
527749 Database Version 4.1 Date Printed 9/1512016
PCS Page I of I
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below surnmarizes the waste utilization plan for this operation. This plan provides an estimate of the number ofacres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied byrnanure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that wil I be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Vi-nr I
Nitrogen
Cmm.
Res.
Manure
Liquid
Wid
Liquid
Solid
PA
ren.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nuirkni
Nutrient
pplied
Applied
Applied
Applied
Reqd
Applied
Applied
(acre)
(acre)
(F ie 1d)
(F ie ld)
(lbs/A)
(lbs/A)
(lbs/A)
1000
Source
Total
Use.
Applic.
Apphe.
Tract
Field
I ID
I Soil Series
Acres
I Acres
Crop
RYE
Period
I
N
N
I
N
Method
I
N
gal/A
Tons
I
1000 gals
-
tons
1
6194
1
S7
lAutryville
4.961
4.59
Small Grain Overseed
1 .0 Tons
10/1-3131
50
0
0
irrig.
50
19,971
0.00
91.67
0,00
6194
1
S7
lAutryville
4�96
4.59
Hybrid Berniudag-rass Hay
5.5 Tons
311-9130
*275
0
0
Irrig.
275
109.85
0.00
504.19
0.00
6194
2
S7
lAutryvitic
4.59�
4.59
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.9 . 7
O�00
91.67
0.00
6194
2
S7
lAutryville
4.59
4.59
Hybrid Bermudagrass. Hay
5.5'Fons
3/1-9/30
.275
Irrig.
275
109,85
0.00
504.19
0�00
Total Applied, 1000 gallons
1,191.73
;4
Total Produced, 1000 gallons
Balance, 1000 gallons
-83.04
Total Applied, tons
-';'�!�� �6� �j
000
Total Produced, tons
0-90
Balance, tons
0-00
Notes: 1. In the tract column, — symbol means leased, other -wise, owned. 2. Symbol * means user entered data.
527749 Database Version 4.1
Date Printed: 9/15/2016
WUT Page I of I

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
6194
1
Autryville
0,60
1.0
6194
2 lAutryville
0.60
1.0
527749 Database Version 4.1 Date Printed 9/1512016 1AF Page I of I
NOTE Svi-nbol * means USCT entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent, At
clean out, this material must be utilized for crop production and app] ied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 (,a]/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
14,69
13.43
26,87
40,30
Pay 6 ton RN.E.
300
2938
6.72
13.43
20,15
kybean 40 bu
160
15.67
12,60,
25.19
37.79
------------------------------ --------------------------------------------
527749 Database Version 4.1 Date Printed: 09-15-2016 Sludge Page I of I

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 availabie 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 ternporary storage capacity.
Available Waste Storaae Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Day!)
Start Date
19/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
64
2
48
3
62
4
65
1
5
too
1
6
136
1
7
171
1
8
173
1
9
176
1
10
157
11
139
1
12
114
* Available Storage Capacity is calculated as of the end of each raorith.
--- ----- ----------------------------------------
527749 Database Version 4.1 Date Printed: 09-15-2016 Capacity Page I of I

Reauired Specifications For Animal Waste Manauenient
L Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type,*available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
527749 Database Version 4.1 Date Printed: 9/1512016 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. 'Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take tip released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
527749 Database Version 4.1 Date Printed: 9/15/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
ap plied at agronomic rates in a manner that causes no ru noff o r d rift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge. z
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
527749 Database Version 4.1 Date Printed: 9/15/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall -be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-d eter mining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted dn—d
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of rive years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--------------------------------- ------------------------------------------- ------
527749 Database Version 4.1 Date Printed: 9/15/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained,
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optirnal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I'to 1.5' in row,
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and MiCI-0111.1triClItS to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-Novernber 20, For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time, See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
--------------------------------- -------
527749 Database Version 4.1 Date Printed: 09-15-2016 Crop Note Page I of I

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PAT MCCRORY
r
V'
Water Resources
ENVIRONMENIAL GtdAUrY
Randy W. Kennedy
Papa T Farm
740 Sand Ridge Road
Pink Hill, NC 28572
Dear Randy W. Kennedy:
'70v?r:,0r
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
SEP 12 201b
September 9, 2016
Water Quality Regional
operations Section
Wilmington Regional off -ice
Subject-. Certificate of Coverage No. AWS310547
Papa T Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Lri?erlor
In accordance with your Notification of Change of Own&ship received September 6, 2016, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Randy W. Kennedy, authorizing the
operation of the subject animal waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management Plan
(CAWMP) for S. Grady 1, 2, located in Duplin County, with a swine animal capacity of no greater than the
following annual averages:
Wean to Finish: Feeder to Finish: 1,196 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow io Finish: Farrow [o Fecdcr_- Orher�
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 AWS310547 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 Vu 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 ke!gping forms.
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.
State of North Carolina I Environmental Quality � Water Resources
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 R07 6464

The issuance of this COC does not excuse the Permittee from the obligation-to�coniply with -all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a. COC to operate
under this pem-dt convey any property rights in either real or personal property.
Per NRCS standards a I 00-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 pennit 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/waming 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.&ov/m
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 O�erations Program staff at [phone].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ces)
Wilmington Regional Office.. Water Quality Regional Operations Section
Dupli:n County Health Department
Duplin County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS310547)'
Smithfield Hog Production

P,
PAT MCCRORY
WaterResources
ENVIRONMENTAL QUALITY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
June 20, 2016
Sheriff Blake Wallace
Duplin County Sheriffs Office
PO Box 908
Kenansville, NC 28349
Attn: Civil Division
Subject: NOTICE OF SERVICE
Cbristopher Turner
Dear Sheriff Wallace:
#114-M18o,
%to,rovow
JON 2,7 2016
7'atio Re -
111v;� I's Se e�bnw
%'/6 ction
17al OffIce
Please serve the attached Request for Payment of Civil Penalties as follows:
Christopher Turner
Diamond T Farm
713 Cabin St.
Pink Hill, North Carolina 28572
It is our understanding that because we are a State agency, no fee is required for this service. Please
return the completed Return of Service form in the"enclosed return envelope.
The Division of Water Resources appreciates this assigtan ' ce from your department. If you have
any questions or need additional information, please contact me at [phone].
Sincerely,
;.e ZDebr;. Watts, Supervisor
Animal Feeding Operations and
Ground Water- Protection Branch
Enclosures
cc: James Gregson, Wilmington WQROS Supervisor
File # PC-2016-0009
WQROS Central Files (Permit No. AWS310547)
State ofNorth Carolina I EavirornmentalQuality I Water Rewurces/Watcr Quality Regional Operations
:6' 36 MiTI Certer I Ralciji, Noith Cm-oliim 2761)9-106
9198076464

. -.1 , A
RETURN OF SERVICE
I certify that this NOTICE OF SERVICE was received on the day of 2016, and together
with the document(s) was served as follows:
Date Served:
Designated Recipient -
Place of Service:
(fill in address)
U-M
Christopher Turner
713 Cabin St.
Pink Hill, NC 28572
(Served Officer)
Check one of the following:
By personally delivering copies to the named individual;
By leaving copies of the Notice and original letter at the named individual's dwelling, house or place
of business with a person of suitable age and discretion then residing therein. Name of the person
who the copies were left:
If not served to the named individual, please state the reason why.
Duplin County Sheriff
(Sheriff Signature) (Date)
Service Fee Paid Paid By
Please return this form to:
Miressa D. Garoma
Division of Water Resources
1636 Mail Service Center
Raleigh, NC 27699-1636

I W
WaterResources
ENVIRONMENTAL QUAUTY
May 25, 2016
CERTIFIED MAIL - #7015 1520 0000 7838 3972
RETURN RECEIPT REQUESTED
Christopher -Turner
Diamond T Farm
713 Cabin St
Pink Hill, NC28572-7526
Dear Mr. Turner:
PAT MCCRORY
Govenwr
DONALD R. VAN DER VAART
Secretan
S. JAY ZIMMERMAN
RECEIVEDINCOENRIDWi irector
AfAy 2 7 2016
Water Q
Wilr�OperaltuilalitY F?egional
ingt" Mns Sectic,,
Reg6nai Office
Subject: Request for Remission of Civil Penalty
Case No. PC-2016-0009
Farm # 31-0547
Permit NumberAWS310547
Duplin County
In accordance with North Carolina General Statute 143-215.6A(f), the Director of the North
Carolina Division of Water Resources considered.the information you submitted in support of your
request for remission and did not find grounds to modify the civil penalty assessment of $206.00.
This penalty amount is in addition to the overdue annual administering and compliance fees owed
to the Division of Water Resources (DWR) in the amount of $360.00. A copy of the Director's
decision is attached.
Two options are available to you at this stage of the re.mission process:
1) Vou may pay the penalty.
If you decide to pay the penalty please make your check payable to the Department of
Environmental Quality (DEQ). Send the payment within thirty (30) calendar days of your
receipt of this letter to the attention of-
Miressa D. Garoma
NC DEQ-DWR
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
OR
State ofNorth Carolina I Environmental Quality I Water Resources
water Quality Regional Operations Secrion
1636 Maii service Center I Raleigh, NoA Carolina 27699-1636
9199076464

i va
Remission of civil penalty
Christopher -Turner —
Enforcement # PC-2016-0009
Page 2 of 2
2) - You may decide to have the Environmental Management Commission's (EMC)
conintittee-,!Dn., Civil. Penalty Remissions make the final decision on your remission
Xequest.
If payment, is not received within 30 calendar &Cy--s from your receipt of this letter, your request
for r6mission with supporting documents and the recommendation of the Director of the North
Carolina Divisio'n'of Water Resources will be delivered to the Committee on Civil Penalty
Re'Mis'sions' f6r�flnal agency decision.
If you or your representative would like to speak before the Committee, you must complete
and return the attached Request for Oral Presentation Form within thirty (30) calendar days of
receipt of this letter. Send the completed form to:
Miressa D. Garoma
NC DEQ-DWR
Anirnal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
The EMC Chairman will review the supporting documents and your request for an oral
presentation (if you make the request). If the Chairman determines that there is a compelling
reason to require a presentation, you will be notified of when and where you should appear. If
a presentation is not required, the final decision will be based upon the written record.
Thank you for your cooperation in this matter. If you have any questions, please contact me at
[phone].
Attachments
cc: Wilmington Regional Office WQROS
File # PC-2016-0009
WQROS Central Files (AWS310547)
Sincerely,
A
Debra J. Watts, Supervisor
Animal Feeding Operations and
Ground Water Protection Branch
Water"Quality Regional Operaitions Section
Division of Water Resources, NCDEQ

DIVISION OF WATER RESOURCES
CIVIL PENALTY REMISSION FACTORS
Case Number: PC-2016-0009 Region: Wilmington County: Duplin
Assessed Entity: Christopher Turner Permit: AWS310547
El (a) Whether one or more of the civil penalty assessment factors were wrongly applied to the
detriment of the petitioner:
El (b) Whether the violator promptly abated continuing environmental damage resulting from the.
violation:
(c) Whether the violation was inadvertent or a result of an accident:
The circumstances that resulted in thefailure to pay the annual administering and compliancefees during
their original billing cycle are negligible. However, the permittee was issued a 1volice of Deficiency
(NOD) and a Notice of Violations (NO F)forfailure to pay the overduefees. Therefore, failure to pay the
overduefees after receipt of the NODINO V is both wiltful and intentionaL
[9 (d) Whether the violator had been assessed civil penalties for any previous violations:
June of 2010 NOVwas issuedforfailure to pay annualfeefor 2010.
0 (e) Whether payment of the civil penalty will prevent payment for the remaining necessary remedial
actions:
DECISION (Check Otte)
Request Denied �Mr
Full Remission El Retain Enforcement Costs? Yes E]No El
Partial Remission R $ — (Enter Amount Remitted)
E40, Imerman Date
h..YW �
rev 1.0 — 8.31-09

�7 %
Remission Request Summary and Recommendation
To. S. Jay Zimmerman
From: Debra J. Watts Date: 05/11/2015
Reviewed by: J o n R ii:s ja]a�r �dj V�- Date: _666 ItZ
WQROS Section Chief (initials)
Assessed Party: Christopher Turne County: Pitt
Case No.: PC-2016-0009 Permit No.:AWS310547
Case Back2round and Assessment
Region: CO
October 1, 2014 DWR issued COC No. AWS310547 to Christopher Turner for The Christopher Turner
Farm.
April, 2014 An invoice for administering and compliance fees was issued:
January 27, 2015 NOD was issued for failure to pay annual fee for 2014.
April 15, 2015 Notice of Violation (NOV)/ Notice of Intent to Enforce (NOI) was issued citing 15A
NCAC 2T .0 1 05(c)(2) for failure to pay the annual administering and compliance fee for
2014.
February 29, 2016 Christopher Turner was assessed a civil penalty of $206.00:
$90.00 civil penalty for failure to pay the annual administering and compliance fee, and
$116.00 investigative costs
March 2, 2016 Green card indicated delivery of the assessment document
Remission Reauest (Summary)
March 29, 2016 Remission request signed
April 4, 2016 Remission request received
Summary: Christopher Turner indicates that there were no hogs for several years and did not know he had to
continue paying fees. _
Enforcement History
0 June 2010 —NOV —for failure to pay annual fee for 2010
rev 1.0 - 8.31.09

Remission Recommendation from Regional Office and Central Office
DWR Central Office Recommendation (Check One)
Request Denied 0
Full Remission El Retain Enforcement Costs? Yes FI No E]
Partial Rernission n — _ (enter amount to remit)
Comment:
The permittee was issued a Notice ofDef7ciency (NOD), and then a Notice of Violations (MOV)forfaiture to
pay the overduefees. Yhepermittee chose to ignore the invoices and notices to pay' the overduefees after
receipt of the NOD & NOV.
DWR WQROS Reconunendation (Check One)
Request Denied 171
Full Remission Retain Enforcement Costs? Yes [:1 No
Partial Remission $ (enter amount to remit)
Comment:
S, V* C cc-iCC61 0 q �'C* t 40vit .

S 'L OF NORTH CAROLINA
TAT
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF DUPLIN
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST:
CHRISTOPHER TURNER
DWQ Case Number: PC-2016-0009
REQUEST FOR ORAL PRESENTATION
I hereby request to make an orat presentation before the Environmental Management Commission's Committee on Civil Penalty
Remissions in the matter of the case noted above. In making this request, I assert that I understand all of the following statements:
e This request -,&i 11 be reviewed by the Chairman of the Environmental Management Commission and may be either granted or denied.
Making a presentation will require the presence of myself and/or my representative during a Committee meeting held in Raleigh,
North Carolina.
My presentation will be limited to discussio]2 of issues and information submitted in my original remission request, and because no
factual issues are in dispute, my presentation will be limited to five (5) minutes in length.
The North Carolina State Bar's Authorized Practice of Law Committee has ruled that the appearance in a representative capacity at
quasi-judicial hearings or proceedings is limited to IgMers who are active members of the bar. Proceedings before the Committee on
Remissions are quasi-judicial. You should consider how you intend to present your case to the Committee in light of the State Bar's
opinion and whether anyone will be speaking in a representative capacity for you or a business or governmental entity. If you or your
representative would like to speak before the Committee, you must complete and return this form within thirty (30) days of receipt of
this letter.
Depending on your status as an individual, corporation, partnership or municipality, the State Bar's Opinion affects how you may
proceed with your oral presentation. See www.ncbar.com/ethie.v Authorized Practice' Advisory Opinion 2006-1 and 2007 Formal
Ethics Opinion 3.
if you are an individual or business owner and are granted an opportunity to make an oral presentation before the Committee,
then you do not need legal representation'before the Committee; however, if you intend on having another'individua'Ispea'k
on your behalf regarding the factual situations, such as an expert, engineer or consultant, then you must also be present at. the
meeting in order to avoid violating the State Bar's Opinion on the unauthorized practice of law.
If you are a co1poration, partnership or municipality and are granted an opportunity to make an oral presentation before the
Committee, then your representative must consider the recent State Bar's Opinion and could be considered practicing law withoui a
license if he or she is not a licensed attorney. Presentation of facts by non -lawyers is pennissible.
If you choose to request an oral presentation, please make sure that signatures on the previously submitted Remission Request form
and this Oral Presentation Request form are: 1) for individuals and business owners, your own signature and 2) for corporations,
partnerships and municipalities, signed by individuals who would not violate the State Bar's Opinion on the unauthorized practice of
law.
Also, be advised that the Committee on Civil Penalty Remissions may choose not to proceed with hearing your case if the
Committee is informed that a violation of the State Bar occurs.
This the day of 20
SIGNATURE
TITLE (President, Owner, etc.)
ADDRESS
TELEPHONE (

PAT MCCRORY
Goverwr
DONALD R. VAN DER VAART
Seeman,
WaterResources S. JAY ZIMMERMAN
ENVIRONMENTAL OVAUTY
Direclor
RECEIVED1
1VCDEVR/j)WR
February 29, 2016 MAR 0 12016
CERTIFIED MAIL - # 7015 0640 000 7 9833 5042 VVlt8r Qu I
RETURN RECEIPT REQUESTED
Pera u,),i%F?e9i0na1
Wilrrolingto, R. ection
Christopher Turner egional offlce
Diamond T Farm
713 Cabin St
Pink Hill, NC28572-7526
SUBJECT: Assessment of Civil Penalties for Violation(s) of
15A NCAC 2T .0 105 (e)(2)
Farm # 31-0547
Duplin County
Enforcement File No. PC-2016-0009
Dear Christopher Tumer:
This letter transmits notice of a civil penalty assessed against Christopher Turner in the amount of $90-00,
and $116.00 in investigative costs, for a total of $206.00. This penalty amount is in addition to the overdue
annual administering and compliance fees owed to the Division of Water Resources (DWR) in the amount
of $360.00. Attached is a copy of the ass es sment document explaining this penalty.
This action was taken under the aut hority vested in me by delegation provided by the Secretary of the
Department of Environment Quality. Any continuing violation(s) may be the subject of a new enforcement
action, including an additional penalty.
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environmental Quality (do not
include waiver form), Payment of the penalty will not foreclose further enforcement action for any
continuing or new violation(s). Please submit payment to the attention of:
Miressa Garoma
Water Quality Regional Operations Section
Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
OR
State ol'North Carolina I EnviFunmentai Quality I Water Resources
WatLr Quality Regional Operations Section
1636 Mail service Center I Raleigh, North Carolina 27699- 1636
9198076464

Assessment of civil penalty
Christopher Turner
Enforcement # PC-2016-0009
Page 2 of 4
2. Submit a written request for remission including a detailed justification for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed below, as
they may relate to the reasonableness of theamount of the civil penalty assessed. Requesting remission is
not the proper procedure for contesting whether the violation(s) occurred or the accuracy of any of the
factual statements contained in the civil penalty assessment document. Because a remission request
forecloses the option of an administrative hearing, such a request must be accompanied by a waiver of your
right to an administrative hearing and a stipulation and agreement that no factual or legal issues are in
dispute. Please prepare a detailed statement that establishes why you believe the civil penalty should be
remitted,. and submit it to the Division of Water Resources at the address listed below. In determining
whether a remission request will be approved, the following factors shall be,considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 143B-282.1(b) were
wrongfully applied to the detriment of the violator;
(2) whether the violator promptly abated continuing environmental damage resulting from the
violation;
k "") w' tl- - the viol-t;on was ;--dvertent or a result of an accident:
_7 11c lie
(4) whether the violator has been assessed civil penalties for any previous violations; or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary remedial
actions.
Please note that all evidence presented in support of your request for remission must be submitted in
writing. The Director of the Division of Water Resources will review your evidence and inform you
of their decision in the matter of your remission request. The response will provide details regarding
the case status, directions for payment, and provision for further appeal of the penalty to the
Environmental Management Conu-nission's Conu-nittee on Civil Penalty Remissions (Committee).
Please be advised that the Comrnittee cannot consider information that was not part of the original
rernission request considered by the Director. Therefore, it is very important that you prepare a
complete and thorough statement in support of your request for remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission of Civil
Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form within thirty (30)
days of receipt of this notice. The Division of Water Resources also requests that you complete and submit
the enclosed "Justification for Remission Request." Both forms should be submitted to the following
address:
Miressa Garoma
Water Quality Regional Operations Section
Division of Water Resources
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
OR
3. File a petition for an administrative hearing with the Office of Administrative Hearings-,
If you wish to contest any statement in the attached assessment document you must file a petition for an
administrative hearing. You may obtain the petition form from the Office of Administrative Hearings.

Assessment of civil penalty
Christopher Turner
Enforcement N PC-2016-0009
Page 3 of 4
You must file the petition witk the Office of Administrative Hearings within thirty (30) days of receipt of
this notice. A petition is considered filed when it is received in the Office of Administrative Hearings
during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday
bevv�een the hours of 8:00 a.m. and 5:00 p.m., except for official state holidays. The petition may be filed
by facsimile (fax) or electronic mail by an attached file (with restrictions) - provided the signed original,
one (1) copy and a filing fee (if a filing fee is required by NCGS § 150B-23.2) is received in the Office of
Administrative Hearings within seven (7) business days following the taxed or electronic transmission.
You should contact the Office of Administrative Hearings with ail questions regarding the filing fee and/or
the details of the filing process. The mailing address and telephone and fax numbers for the Office of
Administrative Hearings are as follows:
Office of Administrative Hearings. -j
6714 Mail. Service Center
Raleigh, NC 27699-6714
Tel: [phone]
Fax.: [phone]
One (1) copy of the petition must also be served on DEQ as follows:
Sam M. Hayes, General Counsel
DEQ
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty (30) days of receipt of this notice, as evidenced
by an internal date/time received stamp (not a postmark), will result in.this matter being referred to the
Attomey General's Office for collection of the penalty through a civil action.
Payment of Overdue Fees
In addition to the civil penalty amount stated above, you are still responsible for paying the overdue
administering and compliance fees owed to the DWR regardless of which option you chose from
above. According to our records, you owe the following overdue administering and compliance fees to
date. -
Invoice Number
Due Date
Outstanding Fee
2014PROO 1768
4/6/2014
180
2015PROO1772
4/5/2015
180
Please remit payment made payable to the North Carolina Department of Environmental Quality in the
amount of $360.00. Please mail this payment in a separate check to:
Division of Water Resources
Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-1617

Assessment of civil penalty
Christopher Turner
Enfbrcement # PC-2016-0009
Page 4 of 4
Failure to pay these overdue administering and compliance fees within thirty (30) days of receipt of this
letter will result additional civil penalties for continuing violations. Each day of a continuing violation may
be considered a separate violation subject to a $25,000. 00 per violation per day penalty,
Please be advised that additional penalties may be assessed for violations that occur after the review period
of this assessment. If you have any questions, please contact Miressa D. Garoma at [phone].
Sincerely,
/onRis;;ard,`Chi`ef
Water Quality Regional Operations Section
Division of Water Resources
ATrACHMENTS
cc: James Gregson, Wilmington WQROS Regional Supervisor w/ attachments
File # PC-2016-0009 w/ attachments
WQROS Central Files w/ attachments
Duplin County Health Department

STATE OF NORTH CAROLINA
COUNTY OF DUPLIN
IN THE MATTER OF
CHRISTOPHER TURNER
FOR VIOLATIONS OF ANIMAL
WASTE MANAGEMENT SYSTEM
GENERAL PERMIT AWG200000
AND 15A NCAC 2T .0 1 05(e)(2)
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
FILE NO. PC-2016-0009
FINDING AND DECISION
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to delegation provided by the Secretary of the Department of Environmental Quality
and the Director of the Division of Water Resources (DWR), 1, Jon Risgaard, Chief of the Water Quality
Regional Operations Section of the DWR, make the following:
I. FINDINGS OF FACT:
A. Christopher Turner owns and operates Diamond T Farm, a swine animal feeding operation in
Duplin County.
B. Christopher Turner was issued Certificate of Coverage AWS310547 under General Permit
AWG200000 for Diamond T Farin on October 1, 2014, effective upon issuance, with an
expiration date of September 30, 2019.
C. 15A NCAC 2T.01 05(e)(2) states in part that "An annual fee for administering and compliance
monitoring shall be charged in each year of the term of every renewable permit according to
the schedule in G.S. 143-215.31)(a). Annual fees must be paid for any facility operating on an
expired permit that has not been rescinded or revoked by the Division. Pen-nittees shall be
billed annually by the Division."
D. The following. table provides a history of unpaid invoices sent by DWR Budget Office to
Christopher Turner for the annual administering and compliance fees of saidPzen-nit:
Invoice Number
Due Date
Outstanding Fee
2014PROO1768
4/6/2014
180
2015PROO1772
4/5/2015
180
E. On April 15,2015, a Notice of Violation (NOV)/ Notice of Intent to Enforce (NOI) was issued
to Christopher Turner, citing 15ANCAC 2T.0105(e)(2) which requires that thppe'rrruittees be
billed annually by the Division according to the schedule set forth in North Carolina General
Statute (G.S.) 143-215.31)(a).
F. The NOV/NOI was sent by certified mail, return receipt requested and received on April 22,
2015.

..,"I 4k%
G. As of the date of this civil penalty enforcement, the above -referenced invoices have not been
paid.
H. The cost to the State of the enforcement procedures in this matter totaled $116.00
Based upon the above Findings of Fact, I make the following:
11. CONCLUSIONS OF LAW:
A. Christopher Turner is a "person" within the meaning of N.C.G.S. 143-215.6A pursuant to
N.C.G.S. 143-212(4).
B. Christopher Tumer violated 15A NCAC 2T .0105(e)(2) by failing to pay the annual
administering and compliance fee within thirty days of being billed by the Division
N._C.6.`S.'l_43-'2l5.6A(a)(2) provides -'that a civil penalty of not more than $25,000.00 may be
assessed against a person who fails to apply for or to secure a permit required by N.C.G.S.
143-215.1, or who violates or fails to act in accordance with the terms, conditions, or
requirements of a permit required by N.C.G.S. 143 -215. 1.
D. N.C.G.S. 143-215.3(a)(9) and N.C.G.S. 143B-282. I (b)(8) provides that the reasonable costs
of any investigation, inspection or monitorling'sui-vey may bc assessed again-st a person who
violates any regulations, standards, or limitations adopted by the Environmental Management
Commission or violates any terms or conditions of any permit issued pursuant to N.C.G.S.
143-215.1, or special order or other document issued pursuant to N.C.G.S. 143-215.2.
E. The Chief of the Water Quality Regional Operations Section, Division of Water Resources,
pursuant to delegation provided by the Secretary of the Department of Environmental Quality
and the Director of the Division of Water Resources, has the authority to assess civil penalties
in this matter.
Based upon the above Findings of Fact and Conclusions of Law, I make the following: _
III. DECISION:
Accordingly, C hri stopher Turner is hereby asses sed a civi I penalty of
$ 104r
$ ?a *
$116.00
$ D42 L
for the violation of 15A NCAC 2T .0105(e)(2) by failing to pay the annual
administering and compliance fee within thirty days of being billed by the
DWR.
TOTAL CIVIL PENALTY which is
authorized by N.C.G.S. 143-215.6A.
Enforcement costs
TOTAL AMOUNT DUE
percent of the maximum penalty
Pursuant, to N.C.G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at N.C.G.S. 143B-282.I(b),
which are:

A*.�-'
�0) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(0) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over which
the Environmental Management Conunission has regulatory authority; and
(8) The cost to the State of the enforcement procedures.
IV. NOTICE:
I reserve the right to assess civil penalties and investigative costs for any continuing violations occurring
after the assessment period indicated above. Each day of a continuing violation may be considered a separate
violation subject to a maximum $25,000.00 per day penalty. Civil penalties and investigative cost may be
assessed for any other rules and statutes for which penalties have not yet been assessed.
V. TRANS ITTAL:
These Findings of Fact, Conclusions of Law and Decision shall be transmitted to Christopher Turner,
in accordance with N.C.G.S. 143-215.6(A)(d).
(Date) on Ris.0-ard, Chief
AlateriQuality Regional Operations Section
Division of Water Resources

DIVISION OF WATER RESOURCES
CIVIL PENALTY ASSESSMENT FACTORS
Violator: Christopher Turne
County: D
Case Number: PC-2016-0009
Permit Number: AWS310547
ASSESSMENT FACTORS
1) The degree and extent of harm to the natural resources of the State, to the public health, or to
private property resulting from the violation;
None.
2) The duration and gravity of the violation;
To date, the permittees hasfailed to pay thefollowing overdue annual administering and
compliancefees:
Invoice Number
Due Date
Outstanding Fee
2014PROO] 768
41612014
180
2015PROO] 772
41512015
180
3) The effect on ground or surface water quantity or quality or on air quality;
Unknown.
4) The cost of rectifying the damage;
The total overdue annual administering and compliancefees are S360. 00.
5) The amount of money saved by noncompliance;
By not paying the annual administering and compliancefees, the permittees saved a total of $360. 00,
6) Whether the violation was committed willfully or intentionally;
The circumstances that resulted in thefailure to pay the annual administering and compliancefiees during
their original billing cycle are negligible. However, the permittees were issued a Notice of Violations
(NOP)forfailure to pay the overduefees. Therefore, failure to pay the overduejees after receipt of the
NOV is both willful and intentional.
7) The prior record of the violator in complying or failing to comply with programs over which the
Environmental Management Commission has regulatory authority; and
June 2010 -NOV -forfailure to pay annualfeefor 2010
8) The cost to the State of the enforcement procedures.
116.00
Date 0p4on RPO�rd
rev 1.0 - 8.31.09

STATE OF NORTH CAROLINA
COUNTY OF DUPLIN
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
CHRISTOPHER TURNER
PERMIT NO. AWS310547
DEPARTMENT OF ENVIRONMENTAL QUALITY
WAIVER OF RIGHT TO AN
ADMINISTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. PC-2016-0009
Having been assessed civil penalties totaling $206.00 for violation(s) as set forth in the
assessment document of the Division of Water Resources dated, February 29, 2016, the undersigned,
desiring to seek remission of the civil penalty, does hereby waive the right to an administrative hearing
in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Water Resources within thirty (30) days
of receipt of the notice of assessment. No new evidence in support of a remission request will be
allowed after thirty (30) days from the receipt of the notice of assessment.
This the day of 12016
signature
ADDRESS
TELEPHONE

JUSTIFICATION FOR REMISSION REQUEST
APS Case Number: - PC-2016-0009 County: Duplin
Assessed Party: Christopher Turner
Permit No.: AWS310547 Amount assessed: $206.00
Please use this form when requesting remission of this civil penalty. You must also complete the
"Reguest For Remission, Waiver ofRizht to an Administrative Hearinz and Stipulation ofFacts "
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in determining your request for
remission. Please be aware that a request for remission is limited to consideration of the five
factors listed below as they may relate to the reasonableness of the amount of the civil penalty
assessed. Requesting remission is'not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty assessment
document. By law [NCGS 133-215.6A(f)] remission of a civil penalty may be granted when one
or more of the following five factors applies. Please check each factor that you believe applies to
your case and provide a detailed explanation, including copies of supporting documents, as to why
the factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in NCGS 143B-282. I (b) wer
wrongfully applied to the detriment of the petitioner (the assessment factors are
included in the attachedpenalty matrix andlor listed in the civilpenalty assessment
document),
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent
fiture occurrences).-
(c) the violation was inadvertent or a result of an accident (i.e., explain why the
violation was unavoidable or something you could not prevent or prepare.for);
(d ) the violator had not been assessed civil penalties for any previous violations-,
(e) pMent of the civil penalty will prevent vgMent for the remaining necessqU
remedial actions (i.e., explain how payment of the civil penalty will prevent you
from pe�forming the activities necessary to achieve compliance).
EXPLANATION:
\Rem, req.

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor April 15,2015 RECEIVED/NMENWDjacretary
CERTIFIED MAIL APR 17 2015
RETURN RECEIPT REQUESTED
Christopher Turner Water Quality . Regional
Diamond T Farrn operations Section
713 Cabin St Wilmington Regional office
Pink Hill, NC28572-7526
Subject: Notice of Violation/Notice of Intent to Enforce
Diamond TFarm
Permit Number: AWS310547
Duplin County
Dear Pern-littee,
You are hereby notified that, having been perntitted to have an animal waste management system
permit pursuant to NCGS 143-215.1 and Section 402 of the Clean Water Act, you have been found to'be
in violation of your pen -nit. It is both a condition of your permit and required by Rule 15A NCAC 2T
.0 105(e) (2) to pay the annual administering and compliance fee within thirty (30) days of being billed by
the Division of Water Resources (Division). The Division sent you a Notice of Deficiency by a letter
dated January 2 7, 2015. As of this date, our records indicate 'that the above -re ferenced permit issued to
your facility has overdue fees.
The followinR invoices are outstandine:
Invoice Number
Due Date
Outstandin� Fee
2014PROO1768
4/6/2014
180
Be advised that this office is considering recommending assessment of civil penalties to the
Director'of the Division of Water Resources if you fail to pay the appropriate fee as requested within
thirty (30) days of this Notice of Violation. The Division has the.authority to levy a civil penalty of not
mofc; Lhan $25,000 p�cr day per violation agaiilSL any "person" who vloiaws or falls to act in accordance
with the terms, conditions, or requiremerts of a permit under authority of G.S. 143-215.6A. Therefore, it
is imperative that you submit the appropriate fee as requested within thirty (30) days of this Notice of
Violation.
Please ren-tit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Resources — Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
-conid.-
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone� 919-807-6464 Internet httpAirww.ncwater.0rg
An Equal Opporlunity � Affiark6ye Action Employer — Made in pa;t by recycled paper

Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with any State . Rule, State Statue or permitting
requirements. If you have any questions concerning this Notice, please contact the Animal Feeding
Operations Branch staff at [phone].
Sincerely,
Debra J. Watts, Supervisor
Animal Feeding Operations, and
Ground Water Protection Branch
cc: Wilraingtpn Regionaw Office, Water Quality Regional Operations. Sectiofi
WQROS Central File (Permit No. AWS310547)

NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Christopher Turner
Diamond T Farm
713 Cabin St.
Pink Hill, NC 28572
Dear Christopher Turner:
Donald R. van der Vaart
Secretary
January 29, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No'. AWS310547
Diamond T Farm
Animal Waste Management System
Duplin County
The Division of Water Resources (Division) received your sludge survey information on January
9, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the Lumas lagoon at the Diamond T Farm facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until December 31, 2019.
The next sludge survey for this lagoon should be performed before December 31, 2019. Please
retain this letter and keep it with your farrn records for reference. Thank you for your attention to
this matter.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
Division of Water Resources
cc: Wilmington Regional Office, Water Quality Regional Operations Section
Permit File AWS310547
QECEiVE--*',
n FEB 0 2 2015
BY:
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 9IM07-6464 k Internet: http://wm.ncwater.org
An Equal Opportunity k Affirmative Action Employer - Made in part by recycled paper

441
NCDENR
North.Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Christopher Turner
Diamond T Farm
713 Cabin St
Pink Hill, NC28572-7526
Dear Pennittee,
January 27, 2015
Donald R. van der Vaart
Secretary
ECEIVEYA
FEB 12 2015
B d w /- w jr-
Subject: Notice of Deficiency
Diamond T Farm
Pen -nit Number: AWS310547
Duplin County
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by the Division of
Water Resources (Division).
The following invoices are outstanding:
Invoice Number
Due Date
Outstanding Fee
2014PROO 1768
.4/6/2014
180
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit mdy result in a
recornmendation of enforcement action, to the Director of the Division of Water Resources who may
issue a civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any
44person" who violates or fails to act in accordance with the terms, conditions, or requirements of a permit
under authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as
requested within thirty (30) days of this Notice of Deficiency.'
Please remit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Resources — Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-1617
P1 tone: [phone]
-contd.-
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone� 91 M07-6464 � Internet http:/Awm. ncwater.org
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

If you have any q'uestioiis concerning this Notice, please contact the Animal Feeding Operations
Branch staff at [phone].
Sincerely,
Debra J. Watts, Supervisor
Ahirnal Feeding Operations, and
Ground Water Protection Branch
cc: Wilmington Regional Office, Water Quality Regional Operations Section
WQROS Central File (Permit No AWS310547)

A 'qWT
4 AA
NCDEN
North Carolina Depaftment of Environment and Natural Resources
Pat McCrory
Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Christopher Turner
Diamond T Farm
713 Cabin St
Pink Hill, NC28572-7526
Dear Permittee,
January 27, 2015
Donald R. van der Vaart
Secretary
ECEOVE"
FEB 12 205
BY- d �i /' IV 1,
Subject: Notice of Deficiency
Diamond T Farm
Permit Number: AWS310547
Duplin County
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(c) (2) to
pay the annual adn-,iinistering and compliance fee within thirty (30) days of being billed by the Division of
Water Resources (Division).
The followinR invoices are outstandina:
Invoice Number
Due Date
Outstanding Fee (S)
2014PR001768
4/6/2014
180
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit mdy result in a
recommendation of enforcement action, to the Director of the Division of Water Resources who may
issue a civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any
44person" who violates or fails to act in accordance with the terms, conditions, or requirements of a p�rmit
under authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as
requested within thirty (30) days of this Notice of Deficiency.
Please rerr�t the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Resources — Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
-contd.-
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 9 1 M67-6464 \ Internet: http://www.ncwaler.org
An Equal Opportunity � Affirmative Action Employer — Made in part by recycled paper

If you have any 4uestions concerning this Notice, please contact the Animal Feeding Operations
Branch staff at [phone]�
Sincerely,
Debra J. Watts, Supervisor
Animal Feeding Operations, and
Ground Water Protection Branch
cc: Wilmington Regional Office, Water Quality Regional Operations Section
WQROS Central File (Pern-fit No AWS310547)

Aim
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Christopher A Turner
Diamond T Farm
452 Cabin St
Pink Hill, NC 28572
Dear Christopher A Turner:
Division of Water Quality
Coleen H. Sullins
Director
June 17, 2011
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS310547
Diamond T Farm & Virginia Turner
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your June 15 request to split this combined facility (Facility No. 31-547) into two
individual facilities (Facility Nos. 31:547 and 31-879), we are hereby forwarding to you this Certificate of
Coverage (COC) issued to Christopher A Turner, authorizing the operation of the subject animal waste
management system in accordance with General Permit AWG 100000.
This approval shafl consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Diamond T Farrn & Virginia Turner, located in Duplin Coun , with'a sw
animal capacity of no greater than the following annual averages: I
Wean to Finish: Feeder to Finish: 1196 Boar/Stud: JUN 2 3 2011
Wean to Feeder: Farrow to Wean: Gilts: BY:
Faffow to Finish: Faffow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows,
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS310547 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWM-P, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please ppy careful attention to the
record keepine and monitorina conditions in this perrnit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Rale�h, North Camlina 27699-1636
Location: 2726 Capital Blvd., Raleilgb, North Carolina 27604 WonAbCarofina
Phone: [phone] � FAX: [phone] Customer Service: 1-877-623-6748
Internet www.Acwaterquaiity.org
An Equal Opportunity k Affirmabve Actin Employer Naturally

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 VVUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a I 00-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/waming information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
_2�. 0z�
for Coleen H. Sullins
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files (Permit No. AWS310547)
AFO Notebooks
Murphy -Brown, LLC

NCDENR
North Carolina Department of Environment and Natural Resourcies
Beverly Eaves Perdue
Governor
CERTI[FI]ED MAEL "I
RETURN RECEIPT REQUESTED
Turner, Christopher -
Diamond T Farm & Virginia Turner
452 Cabin St
Pink Hill, NC 285727526
Dear Permittee,
Division of Water Quality
Coleen H. Sullins
Director
June 30, 2010
Dee Freeman
SeGretary
JUL 0 Q 2010
LPX__�:�_,�
Subject: Notice of Violation
Diamond TFarm & Virginia Turner
Permit Number AWS310547
Duplin County
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Number
Invo . ce Date
Due Date
Outstanding ee (S)
2010PR003068
3/9/2010
4/8/2010
180.00
'Please be reminded that the table above covers the period between Years 2006 and 2009. Please
also include payments for invoices that you received in 2010 and any other year for which the an uual
fees are stiff due.
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Quality who may issue a
civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fail& to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation.
Please remit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Quality — Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
1636 Mail Service Center, Rale�h, North Carolina 27699-1636
!_Dcatiom 2728 Cap�al Blvd.. Raleigh. North Carolina 27604
Phone: [phone] � FAK 919-715-05B8 � Customer Service: 1-877-623-6748
Interne4v wwrimaterquakty,org
An Equal Oportunity � Affirmative Acclion Emuloyer
On-
NofthCarolina
NaWrally

If you have any questions concerning this Notice, please contact J. R. Joshi at [phone] or
at [e-mail].
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operation Unit
cc: Wilmington Regional Office, Aquifer'Protection Section
APS Central File (Permit No AWS310547)

Print
Page 1 of I
Print - Ciose. Window
Sub�ject:' ) 1-547
From: Geno Kennedy (agrimentservices(a-),yahoo.com)
To: [e-mail];
Cc: [e-mail];
Date: Tue. 14 Jun 2011 10:17:46
JR.
I am sending a package today to split 31-547 of 2396 finishing into two separate facilities due to
facility now becoming under two different owners. One of the facilities will be owned by Chris Turner
(1196) and Jaron Kennedy (1200). Once you get this package in let me know if there are any questions.
We have two separate waste plans with separate waste management systems and it should be
fairly straight forward with no net gain -on animal numbers.
With Kind Regards,
Ronnie "Geno" Kennedy Jr.
President of Operations
Agriment Services, Inc.
PO Box 1096 Beulaville, NC 28518
Office (252)56�--�64-9�-V-a-x-(2��jjS69-2750 Mobile [phone]
— --------- ---------------- ----------------
,vv�vw.a�-Yrimentservices.corn
zo
FVV
j'C
RECEIrED I DtENP, i DWQQ
JUN 15 2011
LAR
JUN 1 7 2011
http: Hus. m o 3. mail. yahoo. com/neo/launch?. rand=Oh 7 ada2l ci I lh 6/14/2011

State of North Carolina U)/ /zo
Department of Environment and Natural Re -sources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1. 1 Facility name: Chris Turner
1.2 Print Land Owner's name: Diamond T. Farm
1.3 Mailing address: 713 Cabin St.
City, State: Pink Hill, NC Zip: 28572
Telephone number (include area code): ( 910 ) 290 - 2648
1.4 Physical address: _
City, State:
Zip:
Telephone number (include area code):
1.5 County where facility is located: Polin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): On SR1703 (south sid2)
avoroximateiv 1.5 miles mt Linterpection with SR 1704 (to the east of intersection). Take first rip -lit once on farm road.
From Kenansville, take NC 11 /903 N 3.0 miles and turn'Rt. Onto SR 1790, go to Sarecta and turn Lt. onto SR 170 1. go 1. 8
miles and turn Rt. onto SR —1703. go- across NC I 11. remain on SR 1703 for 1.0 mile to farm entrance on. Rt. Entrance
shared with Jaron Kennedy Farm
1.7 Farm Manager's natne (if different from Land Owner):
1.8 Lessee's / Integmtor's name (if applicable; circle which type is listed):
1.9 Facility's original start-up date: l/l/86 Date(s) of facility expansion(s) (if a —lidable):,,
PP
2. OPERATION INFORMATION-
2.1 Facility number.
2.2 Operation Description:
Rw
JUN 1 7 2011
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
lype of Swing
D Wean to Feeder
10 Feeder to Finish
El Farrow to Wean (# sow)
El Farrow to Feeder (# sow)
El Farrow to Finish (# sow)
E] Wean to Finish (# sow)
No -of Animals lype of Pg&try No. of Animals
11 Layer
1196 [1 Non -Layer
Turkey
Turkey Poults
FORM- AWO-STATE-G-E 1110/06
RECEIVED / DEN R I DWQ
AQUIPFP'PRnTFr.TinmSF-CT10N
JUN 15 2011
Tne of Cattle No. of Animals
0 Beef Brood Cow
0 Beef Feeder
Beef Stocker Calf
Dairy Calf
Dairy Heifer
Dry Cow
Page I of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 9.55 Required Acreage (as listed in the CAWMP)-. 2,00
2.4 Number of lagoons: I Total Capacity (cubic feet): 278,739
Number of Storage Ponds:
Required Capacity (cubic feet): 265,090
Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100'of any of the application fields? YES or (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or (circle one)
2.7 Does this facility meet all applicable siting requirements? Dor NO (circle one)
65
Total Capacity (cubic feet):
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.
3.1 One completed and signed ori&al and two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county mad map with the location of the
facility indicated;
3.3 Three copies of the entire Certified Animal Waste Management Plan (CAVAIAP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a permit application for
animal waste operations.
Applicants Initials
cl�
clr-
The CAWMP must include the following components. Some ofthese components may not have been required at the time
th e fa c ility was certifte d b ut should be added to th e CA WMP for perm itting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
3.3.5 The crops -grown on every land application field
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the W`UP
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
33.14 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 fist, please include the additional components with your
submittal. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

1k - - I
4. APPLICANT'S CERTIFICATION:
I, Chris Turner
(Land Ownefs name listed in question
1.2), attest that this application for Diamond T Farm (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
E
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me m
,p etc.
Signature Date
5. - MANAGER'S CERTIFICATION: (complete only if diffm=t from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for _(Facility name listed in question 1. 1)
hasibeen reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will: be returned as incomplete.
Sighature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATER1ALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH� NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
RECEIVED I DENR I DWQ
AQUIFFR-PRnTF(,Ti(1,N SECTION
jUN 15 2011
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5
1

0 - - .
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Chris Turner
ChrisTurner
713 Cabin St.
Pink Hill, NC 285 78
910-290-2648
04-01-2011
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568- 8
eveloper Signature
Type -of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
Z .*aste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
Vs - -
/I Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
/b/chnical Specialist Signature Vte
-------------------------------------------------------- L ------------------------- -----------------------------------------------------------------
147273 Database Versio� 3.1 Date . : 04-01-2011 Cover Page I
RECEIVED I DENXTW
AQUIPPR-PRnTRTION RECT101i
JUN 15

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1, 108,692 gals/year by a 1, 196
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2554
Incorporated
4385
Injected
4830
Irrigated
2776
Max.Avail-
PAN (lbs) *
ActualPAN
Applied Obs)
PANSurplus/
Deficit (lbs)
ActualVolume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
=Year I
1 1 2,776
2984
-208
1,191,732
-83,040
-------- -S�e,-,Tj,means -��r-aw&W Wlii�w' * --------------------------------------------------
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
147273 Database Version 3.1 Date Printed: 04-01-2011 Source Page I of I

V -- -
Narrative
This plan is based on the previous created by Kevin Weston. Historic Rates and applications windows
can apply by technical rule. This plan was created to separate this fam from the Jaron Kennedy farm.
-------------------------------------------------------------------------------------------------------------------------------------------------------
147273 Database Version 3.1 Date Printed: 04-01-2011 Narrative Page I of I

1P - - .
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tmet
Field
Total
Acres
Useable
Acm
Leaching
Index(LJ)
Soil Series
Crop Sequence
RYE
6194
1
4.96
4.59
N/A
Au"ifle
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
6194
2
4.59
4.59
N/A
Autryvdle
Small Grain Overseed
1.0 Tonsi
Hybrid Bermuclagrass Hay
5. 5 Tons
PLAN TOTALS: 9.55 9.18
WIN
Low potential to contribute to soluble
None
<2
nutrient leaching below the root zo=
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
soluble nutrient leaching below the root
<= 10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leadiing below the root zone.
the goils; available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long-Tertn No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
147273 Database Version 3.1 Date Printed 4/t/201 I
PCs Page I of I
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation.. This plan provides an.esti.mate ofthe number ofa.cre-s of
cropland needed to use the nutrieftt§ b6ing Produced. The plan requires consideration of the realistic yiel . ds of . t - he crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year I
Tract
Field
Source
ID
I Soil Selies
Total
Acres
Use.
Acres
Crop
RYE
Appk
Period
Nitrogen
PA
Nutrient
Req-4
abs/A)
Canm
Fert,
Nutrient
Applied
OWA)
Res.
OWA)
.
Applic
Mcftd
Mgmum
PA
Nutrient
Applied
ObsIA)
Liquid
ManumA
PpEed
(a=)
Solid
M�nure
Apphed
(acre)
Manure
Applied
I Liquid
(Field)
Solid
Manure.
Apphed
(Field)
N
N
I N
N
1000
gal/A
I Tons
1000 gals
tons
6194
1
S7
Au"ille
496
4.59
Small Grain Oversced
1.0 Tons
10/1-3/31
so
0
1 0
Irrig
so
19.97
0.00
91.67
0.00
6194
1
S7
Aubyvillc
4.96
4.59,Hybrid
Bermudagm Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.001
.504.19
0.
6194
2 1
S7
Autryville
4.59
4.59ISmall
Gndn OverAxd
1 �O Tons
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
91.67
o.
lie
4.59
4.59IHybrid
BermudWass Hay
5.5 Tons
3/1-9/30
275
109.85,
0.00
$04.191
0.
ToW AppH4
1000 gallons
191.73
Total Produmd, 1000 pflons
108.6
BWance, 1000 gallons
-8
ToW Applied, tDM
0.0
Total Productd� tow
Balance,
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
147273 Database Version 3.1 Date Printed: 4/1/2011 WUT Page I of I

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximmn application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchesihour)
Application Amount
(inches)
6194
1
Autryville
0.60
1.0
6194
2
[Aut-yville
0.60
1.0
147273 Database Version 3.1 Date Printed 4/1/2011 1AF Page I of I
NOTE: Svmbol * means ijqer entered dnts

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out� this material must be utilized for crop production and applied at agronomic rates. In most cases� the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
. nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should 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 gallac
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
14.99
29.99
44.98
,Hay, 6 ton R.Y.E.
300
26.32
7.50
14.99
22.49
Isoybicon 40 bu
160
14.04
14.06
28.11
42.17
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
147273 Database Version 3.1 Date Printed: 04-01-2011 Sludge Page I of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity av0able 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 volmne accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Caioacitv
Source Name
Swine Feeder -Finish Lagoon Liqyid
Desi Storage Capacity (Days)
Start Date
I?/ �
180
Plan Year
Month
Available Storage Capacity (Days)
1
64
1
2
48
1
3
62
1
4
65
1
5
100
1
6
136
1
7
171
1
8
173
1
9
176
1
10
157
1
11'
139
1
12
114
* Available Storage Capacity is calculated as of the end of each month.
------------------ — -------------------- - -------------------------------- ----------------------------------- ............... ---------- ----------
147273 Database Version 3.1 Date Printed: 04-01-2011 Capacity Page I of I

Required Specifications For Animal Waste Manaizement
I. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to mee4 but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the Held (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------------------------------------------ ---------------------------------------------------------------------------------------------
147273 Database Version 3.1 Date Printed: 41Y2011 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offlite 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 odorand flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways. -
------------------------------------------------------------------- - -------------------------------------------------------------------------------------
147273 Database Version 3.1 Date Printed: 4/1/2011 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on an
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. ]Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, lealo, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
-------------------------------- ------- - ------------------------------------------------------------------------------------------- ---------- — ----------
147273 Database Version 3.1 r Date Printed: 4/1/2011 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------- --------------------- -- ------- ------ -------------------------------------------------------------------------------------------------------
147273 Database Version 3.1 Date Printed: 4/112011 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Berinudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac. is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row.
For broadeasttdisked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 190 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics'needed for your area and conditions. Apply no more
than 30 lbstacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
............ ............................................................................................................... -----------------
147273 Database Version 3.1 Date Printed: 04-01-2011 Crop Note Page I of I

F, IN
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SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use oil
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly 16osened prior
to placing the first iift 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 detrimental amounts of sod, roots, frozpn soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
nexcavations. Construction of fill heights shall include 10 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER. THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
-----------------------------------------------------
:NOTE: LINERS ?RA FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS DESCRIBED BELOW ARE
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
.IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
operpendicular to the finish grade. The foundation shall be backfilled
!as specified to grade with a SCS approved material (ie - CL,SC,CH).
0EFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture- c-ontent
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placeiment.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Pcoper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous-s lift
shall be scarified and moistened as needed before placement of the next
lift.
The,single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheep-F�foot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(roc�--:s)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specification-E5 are
included with this Construction Specification.
�CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of thQ
�cutoff trench shall be determined by observation of the fooi-idation�
materials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications- Topsoil should be placed
on areas of the dike and pad to be seeded. �emporary seeding or mulch
shall be used if the recommended permanent vegetation i.s out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When tile drains are encountered, the tile will he removed to a ininimum
of 10 feet beyond the outside toe of slope of the dike. The tile
tranch shall be backfilled and compacted with good material such as
SC, CL, or CH.

L
Operator:LUMAS TURNER County: Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date- 8/10/95
800.00 feet'
0 sows
(farrow
to
finish)
x
1417
lbs.
0 sows
(farrow
to
feeder)
X
522
lbs.
,1200'head
(finishing
only)
.1 <
135
lbs.-'
0 sows
(farrow
to
wean)
114
433
lbs.
0 head
(wean to
feeder)
x
30
lbs.
Describe other
: --------------------------------------
.
------------------------------------
Total Average
Live
Weight
2. MINIMUM REOUIRED TREATMENT VOLUME OF LAGOON
Volume = 162000'lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/lb. ALW I CF/lb. ALW
Volume = 162000 cubic feet
I b
0 lb�i
162000-lbs
0 lbs
0 1 bs
0
16P000 lbs
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION dVO&)Ir 10CLUDED A'rOWAje?- 5 1� erQUIFbT.
'5LLIDGE WILL 56 Zetwu9D A5 0616ED.
Volume = 0.00 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 217.0-
Inside top width (feet) ---------------------- 2()(-).0-* AVEME V110TH. ->r--C-
Top of dike elevation (feet) ----------------- 50.0- &Ut) 5kga T--oe
Bottom of lagoon elevation (feet) -------------- 40-0' ACTUAL -D1(neA)!510.05
Freeboard (feet) ------------------------------- J..o-
Side slopes (inside lagoon) --------------------- 3.0': 1-
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2- LENGTH WIDTH DEPTH
3.0, 3.0, 3.0 - 3.00' 211.0- 194.0' 9.(,.)-
AREA OF TOP
LENGTH * WIDTH
211. 0` 194. 0
AREA OF BOTTOM
LENGTH * WIDTH
157.0' 140.0
11
40934 (AREA OF TOP)
21960�(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH 4�
164.0" 167. 0 122912 (AREA OF MIDSECTION 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM3 DEPTH/6
40994.0' 122912. (:r 21980. 0 1. 5
To ta 1 Dp-, i nnpri Vn I i imin AvA i I Ah I r- rJ7R'7qQ M I PT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length Width =
217. 0 200.0- 43400.0�-�iquare feet
Buildings (roof and lot water)
9TOV, 0
9175.0"square feet Describe this area.
TOTAL DA 52375.'0 square feet
Design temporary storage period to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 162006lbs. ALW/135 lbs. ALW * 1.37gal/day ieo days.
Volume = 295920-gals. or 39561.5'cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirc-U.10LtE?
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.4(3 gallans
P e r C' F
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
IE30 days excess rainfall 7.0 inches
volume = 7.0 in * DA / 12 inches per foot
Volume = 3066E3.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 32B5?.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 0 cubic feet
sc. 30669-cubic feet
5D. 3ES59-cubic feet
TOTAL 103090-cubic feet
6. SUMMARY
Temporary storage ISO d a vc,� '
Rainfall in excess of evaporation==========='� 7.0 i nLhe-s-
R5 year - 24 hour rainfall===============:===> 7.5 inches
1.0 feet -
Side 3-0 . 1,
Inside top
217.0 f eet'
Inside top 200.0 feet
Top of dike elevation=======================> 50. 00 f c-? e t
Bottom of lagoon elevation==================> 40. 00 feet
Total required 265090 cu. ft
Actual design volume========================> 278739 cu. ft. A.
Seasonal high watertablo elevation (SHWT)-,:==z=:> 45. 50 f eet
Stop pumping 46.00 feet
Must be > or = to the SHWT elev.==========> 45.50 feet'
Must be > or = to min. req. treatment el.=> 46. 00 feet "
Required minimum treatment volume===========> 162000 cu. f t ' File b^- 174
Volume at stop pumping elevation============> 166546 cu. f t� mer"OD
Start pumping 48.10 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 245880 cu. ft.-
Volume at start pumping elevation===========> 242e74 cu. f tr'
Required volume to be pumped================> 70230 cu. ft.-
Actual volume planned to be pumped=========='� -
76326 cu. ft.-
Min. thickness of po'Ll. liner when required==> 1.5 f ee t
7. DESIGNED BY: APPROVED BY: hx
,e
w-
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
-------------------------------------------------------------

SHEET I OF a
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 conditionsg weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of IE30 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. A I so
included is storage for the 25 year - 24 hour,storm for the location.
The volume of waste generated from a given number of animals will bo�
fairly constant throu�hout the year and from year to year, but eXCeSs
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such a-i--
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns� and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
J'he following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging. is complete-,,
flush buildings with recycled lagoon liquid. Fresh Water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. 'm is
plan recommends sampling arid testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 46.10 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.00 . This temporary
storage, less 25 yr- 24 hr storm, contains 70230 cubic feet or
525322 gallons.

0
SHEE-T ic? OF' 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. K'eep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. K*eep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-waysi.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of'
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for eviforcing this law.

0-
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.00 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
O.00 LBS. FESCUE GRASS AT 6o LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.00 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.00 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
e-00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATESt APRIL I TO JULY 31
0-00 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS-/ACRE
SEEDING DATES: JANUARY I TO MARCH 30
0.00 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION')
SEEDING DATES: DECEMBER I TO MARCH 30
LBS. ..................................................
APPLY THE FOLLOWING:
1000.00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.Oo TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.oO 13ALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR 1-0 SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK' TO PREPARE A 3 1-0 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKE-R
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A- MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT B
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIASRASS IS ESTABLISHED.

SWINE FARM WA MANAGEPOENT ODOR CONTROL CHECKLIST
-curce Cause BMt!Xro Minimize Odor Site Specific Pracdcas
Forms -.sad roouc�on V acsove or wcoaad bufforr;
�R--Ienmanded bes-. management
(�ac6cas..
Goc: judgmenr and common Sense
AninInI body sur.s-a" Diffy manure -covered "tnais Gtory 'fears
F:icor surfaces Wot manuro-coverod floors Pr �ad floors;
kr'w� r located over slotted floors;
and of solid floors.-
c
c.-&oe rnanurc, buildup from floors.,
Unoerfloor ventilation for drying
Manure coliec:ian pits Urine (elfequanc manure removal bV flush.pit
rec.6large.or Scrape
Nfital rnicarbial decomposition Undonloor ventilation
Ventilation exhauzz 'am Volatiia gases;
Dust
maintenancz:
lionc air movement
ndoGr surfaces cust �asr4own between groups of anirnals
FeeO &dditives-
Feeasr covers:
Feec dafive.-y downspout extenders to
faccer covers
!U. imks
Agitation of recycito lagoon
Fiusn tank covers
liquid whilas tanks are ni ring
I ExteM fill lines to near bottom of
tanks with anid-viprion vents
4sh alloys
AgitAtIOM dUhng wastewater
Under-.qoor flush with wnderfloor
convoyanance
ventilation
rocnarge points
Aghation of racyclea lagoon
Extand rochard lines to near borram of
ficuid While pits are fulling
pits win and-sichon vents
I stations
Acft"on durina sur.-43 tank ffiring
Sum= tanic covers
and drowdown
Lside drain collection
Ag�udon dwing wastewater
aox covers
unction boxes
canvvyanca
of drainpipes at leg"n
Agn.acion during wastewater
Ex%ana cisionarqu point of pipes
underneath lagoon liculd level
2an surta'ces Voiatile gas ernissions (4t.7easr lagoon licuid caaacity
Biological rnwng LYterrocz. lagoon Sternum Procedures
Ac=adon M, , m surface are& -to -volume ratio
�R-'r7wmUjm agitation wnert pumping
MffCnBMiC45l 80CUdOn
I Prawn biolai;ical additives
tion sprinkler rtc=as Hiwt Prazzure agicavon (*I�rrivata on ot-1 cays wtch liras or no wind
Wnd draft (ev';9'. ' um recommended accretion pressure
�=in.'OKC near lagoon licuid surface
I Puma trom second—s-.49c lagoon

Storage tanic or basin Pardal enicrobiai docampoxition j ) Sorcorn or n4dievoi loading
—surface "Xing while nj ling ( ) Tank covers
Ar,it4don when amptying ( ) Basin surface rrLacs at solids
( j Proven biolcoical addidves or oxidants
saminc basin su.--;nc* Partial rnicabial decornpomicion ( ) Exxorwd dra;npiPa owtlats undarreat1h liquid
t0i�dng while filling level
Agitstion when ampicying Remove sorded solids regularly
manure. siur-f or siudc* Agigaijon when spreading C ) Saii injection of slurry/sJudgas
spreader outle's Volsole gas arrtiszions ( ) Wash residual manure, from spreader sitar -ise
j ) proven Walcocai additives or oxidants
Uncoverac manure. Wtzrry
Volauld gas entissions wWia drying
Sail infaccion of rJurry/sludgas
or sludge on field surfaces
Sail incorporn-don within 44r hours
Spread in thin ursiform layers for rapid drVing
Proven bialo9i" siddldvas or oxidants
Daed animals
Carcass decomposition
disposidon of carcasses
Cead animal d:soosai
Carcass decomposition
) Compielle covering of carcasses in burial pits
pits
) Proper location/cormirructfon of disposal ;i-j
!ncinerazorz
Incomplato comousjan
Secondary sznck burners
S tancing war*., aroun.-
Irn-crooer drainaq*
Kc3rade and landscape such that water drairs
Mic. obial decomPosidon of away Isrom facHit.as
-if-tura trackec onto pu�fic ?2any Maintained ac--zxs roads I.
ac=azz road maintenance
rc from lar.-.1 acc:ess
I
,ddizional Information: A Va.-J-8 -i- I a Arwn:
; wine manure Managerner-= 0 ZSO RuIaIBMP Packet NCSL;-�nry Extension Center
wine Produczion Form Por*nidal Odor Sources and Renvedles, E3AE Facz Shoat =U-RAE
wine P.-oducl-lion JV-anure Management: Pit RO&-stge-Lagoon Treaunanz.; ESAE 23-83
wine Produczion FacHity Manua Msragerna= UndarIour Ause-Lagoon Tractmenc ESAE I Z948 NCSL;-SA---
iCoon Desig and Managm-nartzlior Uveszock Manure Trancrient ar�d Storage-, EBAE 103-83 44 = U- BA
alibration of Manure and Wastawiter Appfica6on ftwpmerr-, -c3AE Fac-, Shoat N C S U - a A
3naroffing Odor-- from Swino BuiWjnq= PIH-3� N=U-S wine Extension
ivironmanW A=uranc Program- NPPC Manual NC P-aric Pmducas Assoc
irions for ManaVing Cdor: a re2or, from the Swine Odor Task Force NC:3U A,;i C-imrmnicirtions
lisanca Concerns in Animal Manure Managernont: Odors and Fitex, PRO107. 1995 Conforence Proceedings Rarid& C.2oporadve Extension
e issues checked perrain m this opera -don. The landowner/irmeg.-a-zor agrees to use sound judgmenz in applying
or car.-,rol measures as pr,-,cjcal.
!r-,i—,l vie atcrernernicned odor convol Bezz Managment Praczzices have been reviewed wi-."% me.
t
(Landowner Signature)
C-Noverricer 11. 1 S915

MORTALFFY MANAGEMEENT METHODS
(check which method(s) are being implemented)
Burial three feet beneath the surface of zhe ground within 24-hours
after knowledge o"the death. 7he burial be at least 300 fear from
any flowing stesm or public body of water.
Z)Renderimg at a'rendering plant licensed under G. S. 106-1068-7
( ) Complete incinerarion
In the case of dead poultry only, plaring in a disposal Piz Of a s;za and
design approved by zhe Departmenr of Agriculture.
Any method which in the professional opinion a-' -the $taTs
11
Veterinarian would make possible the salvage o J pert of a dead
anirrial's value without endangering human or a�irnal health. (Wrt-a-an
approval of the State Veterinarian mus'r be attached)
U

FOR ANIMAL OP&IA-11ONS
INSECT'CONTROL CHECKLIST
Source Cause BMP's zo Minirni-e Odor Sim Specific Prac-Sces
(Uquid Systems)
FiLzsh Gutrars Accumulation of solids felsusn system is d&signad and coaratod
sufficionVy to remo%** accumulated
sai
,;=Jj-cm cu—ars as designed.
&move bridging at accumulated scrids at
Lagoons and Mrs Cruvtad Solids
Exr.assive Vegetative Decaying vegetation
Growth
'ecoers Food spWaga
sea szorago Accu.mulations of food residues
jmaj Holding Areas; Accumulations at animal 'astes
and food wastage
:-Nu�erriiper 11. 199 6
OF414intain lagoons, sarztinq basins and
pits where pes-, brooding is apparent to
minimize the crusizing of solids to a depth
of no ore then 6-8 inchas over more than
30ZI-P.
of surface.
jVI—Mainrain vegetative control along banks of
lagroons and ornar immourodmants to prevent
accumulation of decaying vegetative matter
alonc we-or's edge an impoundment's pgrimmuz.
(Dry systarns)
Design. coarare anc maintain faeo syszen-.s is.;-
bonkers and rrouCns) to rninirrdze the
of decaying was -ace.
Clean uz szillaq& an a routne basis (e.g. 7-10 day
interval during summer; 15-30 day interval dueng wintst).
Reduce r.-gcisrure ac=,muiation within and around
immediate perimeter of 'good storage areas by
insurinC crainage away from site and/or provian;
adecuare containnnenz (a.z., covered binfor
brewer's grain and simiiar high rnoisrure grain
produc-ts).
Inspocz for and remove or break ut; accurnulsted
solids in rilrer strics around food storage as no*ds&
Eirninato low Brea noccrao moisture along fances
and Other locAdOns where waste OCCUM1402411d
and disturbance by arimals is minimal.
Mairmain- fence rows and rilter strips around eriaW
holding areas to minimize accumulations of wastas
(i.e. inspect for and remove or break up ac-minrAsted
solids an needed).

ory manure Handling Ac=mufations of azirrud vvextes Remove spillage an a routine basis (e.g. 7-10 dzy
Sys -cams interval during surrvner. 1 S-30 days intar4al during
winter) who rap manurer is laode4 for land appi=darc
or dL&Pcxw.
I Provide for adaquate dnainsoo around Imnur* vodq�;
Iropocr for and rarnave, or break up sc=mxdnsd
Infiltar stripars; around stockpiles and numrs hordfinC
areas as needed.
I he issues c1bieckzd pertain to this operaxitin. The landownerfin-cegrazor agrees to use sound judgmenr in applying
insec-. conwal measures as practical.
I cardfy -the aforemerrzioned insecr ccntmi Bes-, Management- Pracrices have been reviewed with me.
(Landowner Signature)
I Moro informindan =,Ma -:he Cooperative ExIcansion Service, Deparcrnent of Entomology, aox 7613-NardI Carcilm Sum Urt-rZky, Raleigh. NC
635-7613.
IIC-1440-,amber 11, IVS6

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALrFY (DWO-) _f]10 35-6 29c)o
EMERC-EiNCY MANAGENINE-1 SERVICES (E-10,S) - 1910 Rq(_ a1(.0
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910 ai(, al;Lo
NATURAL REESOURCES CONSERVATION SERVICE (NRCS) -li-0 -59c. 315CO)
COOPE�RA­IIVE EXTERSION SERVICE (CE-S) i a ;�g r,, -
g 1443
7-his plan wiii be implemented in ne evenr Thar was-cas from your opera -Lion are leaking,
overflowing or running on size. You should 'nor wair until wastes reach surtice waters
or leave you property ic consider That you have a problem. You should make every
efforr To ensure that this does not happen. This plan should be posted in an accessible
location for all* employees at the 4'Zcfflrky. The follovving are some action items you should
take.
1*. Stop The release ofwas-kes. Depending on the situation, this may ore may not be
'bfe. Suggested responses to some possible problems are listed belwo.
possa
A. Lacoon ovenflow-possible solutions are:
a. Add soil -to berm to increase elevation of dam.
b. Pump wastes zo iflaid . s at an acceptable rate.
C. Szop all flows ro Mas lagoon irnmediazely.
d. Call a purnping conzraczor.
a. Make sure no sul-1-ce. water is entering lagoon.
a. Runoff from w2ste appNication field-aczions include: .
a. In. mediately stop waste appiicezion.
Create a zernporary diversion to contain waste.
c. Incorpora-ce waste to reduce runoff.
d - Evaluare and eUrninaze the reason (s) that cause -the runoff.
e. Evaluate the ap-o4cezion rates for the fields where runoff oczurred.
C. L-=-=kace from the waste pipes and sprinklers -action include:
a. Stop recy cle pump.
b. Stop irrigation pump.
c. Close valves to el!Min2Te f urth er discharge.
d. Repair all leaks prior to restarring pumps.
D. Leakage from flush systems, houses, solid sepzrators.�action include:
a. Stop recycle pump.
b. Stop irrigation purn ' o,
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systerns, or solid separaTors.
E. Leakage' from base or sidewall of lagoon. 0 —14.en -zhis is seepage as opposed
To Iflovving leaks -possible ac-don:
a. Dic a small sump or dixclrt from The embankmerrc-to catch all
seecace, puz in a submersible pump, and purnp back to lagoon.
b. 1-6 F.oles are caused by burrovving animals, Trap or remove animals and fill
holes and compact wijh a clay Type soil.
c. Have a Professional evaluare The conclizion Of The side walls -and facoon-
Fo—zmr-n as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the wasze. reach any surface waters?
b. A * poroximately how much was released and for what durazion?
c. A
, %rly damage notes, such as employee injury, fish kills, or property damnage?
d. Did the spill leave the property?
e. Does The spill have the potential to reach surface waters?
Could a future rain event cause the spill to reach surface wacers?
g. Are potable water wells in danger (e.ither on or Off The property)?
h. How much reached surface waters?
3. Conzacz appropriate agencies.
a. Durinc normal business hours call your DW02 regional office; Phone - -.!. After
hours, ennergency number: 919-733-3942. Your phone call should include: your
12 Ury number, telephone number, the derails of the incident from item 2
narne, c.
above, zhe exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The correcrive measures zhar-have been-"
under raken, and the seriousness of the sitution.
b. I f soill leaves property or enters sur-face waters, call focal EMS phone number.
c. . Insz.-uc-, EMS to contacz. local Helath Department.
d. C-:-.,:=c-, CEs, phone number - , local SWCD office phone number - -, and local
N c for advicelt-3--hnical assis-can ce P ho n e n umber -
4. If noine of l.-he above works call 1-111 or the Sherif-I's Department and. explain you
p obiam zo zl---em and Esk the person to contact the proper age mr you.
r, endes
Cc.-,z=—_ V­ contractor ofyour choice To begin repair or problem to minimize aff-
site dernace.
a. Con-rraczars Name:
b. Con'r-ac-zors Addras.,
r
c. Co,-,-.. aczors Phone:
6. Canzac-, zh-= technical specialist who cendfied The lacoon (NRCS, Consulting
Encineer, ezc.)
a. N a rn e: Vf& I
b. Ph on e - q1Q I
7. Implernenz procedures avadvised by DWC1 and technical assis-cance agencies to
rec-, ty "me damage, repair the system, and reassess the waste managment Plan TO
kee.� pr�blem- s with refease of wastes from'happening again.
2-

OPMJJTjOL'j & NLA_JN--rj-_NA_N"CE PLAN
Prover Hcu�d manag=n-_­.' SI-tould be a. ye--r-round v-:O-'C.V. It is esp�
=Lportan, to =ziage Iriels So Ehzz you do no c have problehis during r_xr.--ided mainy =d
WezpC=oC_S.
242xima-t= =.-,p=adCI, shouild be F-vaila-D I e in th:t Lagroo a fubrpeziods when the�
r,----;vin- c= is dorm'ant (such as win.r_--time for b�=.mudagwprzss) or whem them-C zr--
so,_Hs such as tht tLmat--storni s=.Son. in th-- sa=erzime, T-his mezi
-that at tht f=C SICnS Or'Dkr g-rowLa Iiz the lamr. wint-_/em-'y sprinc- inigadorr z=arffh- to
Cr_ of ZP
=--it plarr should be doni= whe:-mver thc� land is dry mough to
r=::ive lagooz licuid. This will r.-,? —I-- szorage ma= available in the Iagoo for wer
pedods. I-- t�e lim sumn, =/eazlry LE the la"goo-a should be vuzamed down to th--low
in (stL-_ Firm-t 2-1) to a -low for -wimt--r stonage- Every efrort, should be� mad-- to
mab=air- th= lagoon close to tht mini -um licuid lavdl as -long as the weather and was.-
Uri-]!= riaz allow iL
Waitimc- un:U the Iz-goon. has —__chtd .,.:s maxL-nLyrrr stoFz�e czpa=-ry before smzinq to
irrt= does noc leve room forstorm- -.xcess w2.t--- during e.-,T_-nded wet pe.-iods.
Ove=2ow frc= &.c 14goon for zny reason except ?- 25-,ye=, 24-hour storm is F_ Violzrion of
smm aw =- . d subi--.!. to pezzlry acdor..
V.
Tht zrouz�ze -.2-Mice or' a .1agoon =volves the r-ollowing:
M cover -for diedaz-a.
z ezvlt or Comm, oa arre the mos-, Corn-mon Vezgemtive
The vegem:ion should be f�:rdHzzed eact ifteeded, to
rr c?_,zzv7_gorouss-,zd_ Tbe amotmE or =lied should be
W-2scd. on a soi.s tes; bur- i= the event thar it is nor pracuag to obm=
z_� sods tesc e=.;,. ve=, tht lazoon emban-k-menr and mmmunding Prm
be wl." 800 pounds peer "-e of" 0-10-101
A, - or
3rash and tr= on the embanj=nent musc be con=Iled. This maly be
done by mo%i-.,-, spazzy, zg, ggra= chourpIng, or F_ combination oil
!.;�Vmepracdczs. T"Fis sh-ould be done ar least on= aye2r and
.��sxbly twice in ym--s tha: weath.- condi-dons zr-- favorable for
hzrry Veggem-rive- pmwth.
_U to tt-
NOTM IFve�-;tmzon is controlled by sumying, the he:-bivide rnw-, not ber P owed
the Iag
goonv,",_�. Such chemimls c�uia_' ha,-,,n the: b:,c=::j, in Cam I�goon that are ti:--ibix
the wasz-_
Maint=== insc-A--zions of the endr-_ lagoon should be made duetnz the inidd fminc, of
1.7 _IW
the, laggoan E---d az I east mon L',Iy and aktr maj or rzLri;-2111 an d storm e.-f en ts. Imms to b--
che6ntd should :IMIC."Llde, 2s 26 rzimnnuzn, Me: rollowinc­
Wasz,; lalt'. 1.1i:)=, Rcvcl-mg Pives, and Ove:Flow 'Plipes-look for-.
s_­pzx-,:=on or imr.rs
or brzit=
a=jMUI_:-_,'o,-. oIrS=r):s
overz-11 condidon o`T)ives

Lagoon surfam—look for
1. undesirable vegetative growth
17. floating or lodged debris
Embaakment—look foi-
L settlement, =16no- or 'iva" holes
as 0
17 side slope smbility—slumps or bulges
- or damp a= on the back slope
J wet
to lack of vegemdon or as z r=sWL' of wxie ae.,or,
erosion dul;
rodent damage
largcr Iagoons may be subject to linc- darnagre dLL-- to wzve� action caus"ed by sWUOn2'-
winK 71hesc wzv6 can erode' the lagoon sidewaLls, thereby wea3mnin- th� laaocu danL
Q
A good of vegetadon will reduce the -Dotezidal damage cmused by wave acdom- IF
v,,-ave az=a- ca-uses serious age to a. lag6on, sidewall, baffies irr thelagoorr my be
Used to r_--=z7 the wave irnt;aca.
Any of th ese- fe:arures could lead to e.rosion and weakr.=g of the dam. If your Ia,-(xm has
any of rhe= f6acures, you should cail an appropriame experc familiar with design and
X
coasa-ac OM of waste lagoons. You may need to provide. a. marporary -fix if there is z da=
of 2- was-_z discchaz:rge- However, a Der-manent solLdon should I;e ruviewed by the
rechnical e=wL. Any diazing into a Ia oon dam with heavy equipment is F_ senous
und.—mm—"al -,xdm mcendaIlly serious conswuences and should not be conduc:­--i urd=s
rP_-'O= er:C_� OV 2111 aVOI-OOMEe teChalical C-,De-M
for prover op. --ration of.-
L reclMaz uumms
on
=41EU-Ion MMIMS
A =Cr
Ch=k fo-- le:aks, loose firzings, and ove.-211 pump operaiion. n unusually loud or =. L--
no=, or a. =.s a.-nount or vibizzon a, may indi6ni'&,zt the vu= is in n-.--,; or r,.mir or
=laC_-=e-=.
N07E: P=--ping sy tems should be Lzirc=ted and apazated.L-mquently enough so th=* you-
.. S
are not con-,piemly "surprised' by ecuivinent failure.- You shoufd pez—,form
yourp==-
syste=h. WJ=-. - =-ance at a time wii�n �o�r lagoon is at its low level. 7-his will all6w s6me-
saf=ytL--es-Liouldmaiorr--uairsbe=uL-ed. Having a. nearly full lagoon is not the time
. . .. P . . 97
tothin aboutsvvitcmn- reoairm;,orborrowin,-_ b ly, if xOur lagooa is &II,
00 . , purnps .- !k
your n--;.i;hboIAs Ia..-,00n is faU also. You should coasid:-- --ta tory of M=
parts or
Surfiace water dive.mon features are designed to cz,-ry aff su m,' =
.,dz-4ina..-,e waters (such 2s rainfall runoff, roof d-rainage, gutter outlea,
and parking lot ranof �L away from your lagoon and other wasm
tz'==e-.1t or storage muctures. The only wa=.- that should be
Coraimg from yourlagoon is that which comes fmrn yourflushing
(Was1iin g') system pres and the- rafiufall, tb= hi Ls the Iagoorr dir-_L�V-
You. should inspe& 'Your divernon systern for the followina:
Cy
1. zd=v-.r--vegemdon
diverrion cap=ry
r 'dz
J. i -t b--7,m ficight

Id=tin-=d pm-blems should becon=:ed promix1y. Itis advisable to InmecEyoursystem
dudn- or immediately followingo- a heavy rain. If t=hnic2l asm tancz iineeded to
der_-_-M_'n= proper soludons, corault with aDproprMM CXDCr-z.
You s:aou:,d r---ord the leve! of the L-Lgoon Just prior to Vn&i raiin is predi=d, and then
z=orcL Ehe level again 4 to 6 homrs e= the rain (assumes theree is no pumping). This will,
gwe you an idea of how much your lagoon level will xis-- with a c=min raintrall �nount
(you mu-s-, a -so be recording your -audr-all for this tc) work). Knowing this should hez' in
Innnino, :,—,..g---aon appLications and szorage. If otir laggroon rLsw excessively, you Miy
Y
have an inflow probfirn from a mrfz--- water dlive--don or th=e may be s.--page into the
Iagooa from bhe surroundina, land.
Lagoon, Operation
Startup:
Immediately af-= cau-micrion esmblisIft a com-Dlem sod cover on b= soil
surtaces to avoide-rosion.
2. Fill n -ow Izzoon design trmtmen t volum -. at le-ast half full of wam.- before
Wasc: loadina b--=.. S, Miding care not to -.,-od-- RaLr7cr or barik SIODCS.
3. Draumi= into th: 1p-coor. should have a f-le-4ble Dive extender on the
e-d or' the oiue to discharve near the borcom ofdv� oon durz;g irdd,;
Lag --7--
f- a,-:e or aho"the., o--l'slowin- the incomir.- wam.- to avoid. crosion. or
L71e WUM17
4.- 'When possible, be--�n ioadingr new Ia,-,c>ons in the surin-, to matinum-
- li J - 0
ba-c-Mrip-I es-busam-n-, (due to warmer weather).
5. !!-- is r=rnmend,--d d4z: F, new Ia,-,c>oa be sezd--,d widi sludge fton, a h---ny
worL-Lna swine Upon in the amount of 0.25 pe--,,--nt of tii� fUJI-lagoon
id �Olume- fhis smdiiac- should oc=ur aE 1=sz two weeks priorto fa--
add-laon or w2rcAs=.
6. NfLnczin a pe--iodic chec! on the lagoon liquid pH. If the pH falls below
7. 0, add agriculturzi Ume at the ram of I D'ound ver 1000 cubic f= of
lagoon liquid volume until the pH rL= 20"'Ove 7A Oorimum. liggoon haaid.
is ber.wmi 7.5 and 8.0.
7. A dark color, lack of bubbag, and excessive odor signals inade=M
b.ioiogical activity. Consultation with a te,-hXIia---1 sDC--,aLjst is recomrn=ded
ff Lnese condidon*s occur for prolonged penods, especially durin.- the m4m
s=on,
L o a din,-,-:
The rnore cnd v and r--gplady di-ar wastewate.- is add,0-4 to a lagoon, the bentr the
lagoon wM Flush sv=:ns u�ac wash was= into t1he laggoon sz-veral, times dailly are
I ..
ovd-Murn for 'C-m:--ent. Pic re-C.-'ar"gn systems, in which one or r.-,or-- buLdings arm- dmize:i
dz.v!, also work Wei -I

building waxer usage and
Pracdca water conse-vation—mdninl= -_j
spillage from ImEng warerers, broken pipes and wa-shdown through
proper mainmianca and water coaservadon.
Nfimimize feed wasz2ge and sDWa-e by k_--jing fec-ders adjust -al- T-his
will reduce the amount of solids c-nitering the la..goon
n2-a=
Maintain lagoon atud level bet--w--n the p�_-==== storagge level and
tha full temporary storage level.
Place visibie marlmrs or stakes on the laggoon bank to show the
minimum licuid and the maxirnurn liauid levm- Maure 2-1).
Star, irrigadng at tf�-_ emdiest possible dave in the spring based on
nutneir rcquimmems and soil moisrure so thar'"ernporary storage
will be max_"rru'z."* r5or die summer thundeersrarrn sea -son. Simdarly,
iz-4-igzEe in th.-- late su.-=e.-/=jy fall' to provide rrm_.-,Jmum. lagoon
szorage for Ehe wurm.r.
T'he- lazoon liquid shou.7d n-ever be clos.-.- tban I foot to &,-- lowes-,
Do -Lit or' the =*?I or -_—.I'VCZnkMC'.IE.
Do not ournD V�e !Zzoon Licuid level lowe-. t1nat the vwmanenc smrc--c--.
level urdess"You are mmovine, sludcre.
Locs floa.: pump intakcs appro;drn ately 18 inc!iw undemeath the lia �"'
-toi
s=.-z= and as far away , n7the draimpipe ini-ts as possible.
el"e"'It accur-ors Of btddinc, s, long-r,-_=ad forage or-vegemdort,
=oIded feed, Pasac svringes, or oth--.- foreism nmarz-_valls into the hagom
Frecuently rem ove solids from carc.� basLis at-, end ol"confine.-neat houses or
Wherever thv
I y are Lasmiled.
Maintain smcc vegemdon, rodent, and var=r =ntrol near Iagg oon
Do not allow t= or large bushes to x-row on lag-oon d= or embzd==t
e ty is
Rernove sludg, from th-e lagoon efther when the sludge storage capad
or before it :-Ws:50 vc=nt of the p rmanccnt szorage volume.
if animal producdon is to be terminaLtd, the o�%Mer is r=onslible for
Obm:,.,-dn- and imulemendnv� a closur-- plpmri to the possibiLity of a.
Q
poiluranc discharge.
Slud.rg
ge Removal:
�<n of lz=goon siudcc buildup cznbe - uc--d �.y:
'd

proper lagoon siz�n-
M^-har,:c:---' soUds =ezradon of flushe=4 wzsm,
E-Mvicy semLing, of Flusi�ad wasm soLids ir, an appropriamly, desig-nedloada, or
muwu=,,- feed and spMagge.
Lagooa sludge thaE is re.11OVed 2MUZIly raffie:- than stored long te.-M, will:
�ave more nutnenu,
nave more odor, and
require more land cooro use the nutrients.
Perly
Re--nov-al t--chnicues:
Fire a custom autAicator.
NL&- the sladme and las, -agitator imDeile.-
goon Ilauid with a choppe-
Dump through large -bore spri;jkler irricarion sys=.-,i onto neurby cmuk*
and soil inconooram.
Dewater the upperpar. of lagoon by ir."i'gadon onto neuby cropland or
-:or-, Lx re:nizhning sludge; purnp into
aae!and; nit licruid sludc"e I^z*0Dd^n .1 hZI-11
v.d- suread, onco c.-:vI-'Z:'Id or forazeland.; and sail, incor-Dorat:.
Dewzwr th a u oper �;zr-, or' lagoon by irr-gad. on o nro nezxbY c.-opiLnd or
Or-a-Eemnd': C--lyt S.11-1cet from lagoon wma d:-as-line or sludip baqe; berm
Ml�
axn area beside- !aggcon to r.---;ve the slud-t so maz liculds car! Oz=
JUdcn to dew-.x---., haul ar.d s-,,-, widh sor--.d--
nco lagoon; a1low s* =- - ead
onzo cromand or and soU incornporzzze.
Reg-=- d:1 ess o -' --�t e nnerhod, you m-m-, have the slud ge mate-nial &-.-a:lvzed for waszt
con=.ie--:s jL!-,:--.;-:s You wouid You: iagoon warw. T-he sludc-C wffi contain
nut==: a=--d values -,om Cae ilctdd- ne- applica-tion of &.--- sludze to E-Wids Will'Wa
liudt=d by these nucarients as we!l as L-iv vrevious waste a=iicazions to that -fie.'d a -ad cmv
r=u:iz--==t. Wasm apr)liczdon r-, �ijl be discussed M'- -demR in Chapteri.
Whe.-i re -moving sludge, you mus-, also pay attention to the Uner to preve.-it damnag:. Closz
:;==don by the r)umper or m'g-ui'n-- ooerator will ensure dmz. the 12 �koon liner =.mains
intact. r- you soil ma=,21 or t1he synthetic liner rnam.ripdl bein- dismrbed, you should
stop the zcziviry inmediarely and not =L-me undl you are sure thar the slud-c c--n be
removed widiou: liner injur�. If Lhe liner is damaged it m=z be r=aired as"Soon as
possible.
Sludge zcmzoved- tLom the lagoon has a much higher phos-phoz-as and.heavy meml contmt
than licuid- B-w--Us-- of this it shotdd probably be aD-T)Iied to land with low vhomhon'.s
?-Aid rne�zl icve--c. as indicamd by a sod test, and inco-r'Dora"- to reduce the Ehanc'c of
erosion. Noce =*at if the sludg.:is amlied to fie -Ids wfth ve.-v hiFn soil-tesE phosubm-:3, ir
stiould be 2=ii=` only at mmi e--=-f io die crov rennoval of phos-Dhorus. A� wich oM'M-
Wastes, allwaYs '-sve ;our Iagoodsludge znalyz�d for its nuanenc v2lue.
,the anpliazzion of Sludge wiR ir.crmse tine- amounc of odor at the v.-zzte alopLicz.-don Sim
don shlould be Lss,-A to observe the wind direction, and other C'6nd!dons which
EX—M
ould mc.—c-st z:-.t concern of neigh.Dors.

Possible C-mmes of Ligoon Failure
Lp,cpon LMm=-result in the =!=ned discharge of wasmwatzr ftom the struczart. I)roes
of tEur= include IcUbgre through the bottom or sides, ov=mpping, and brewh of the
0
d=. A=umin- proper design and coastruction, the owner h= the responsibEfty for
ensurin --, sau== sarery. It= which may lead to lagoon failures include:
Modification of the laggoon structaiie—an exainple is the plzr--.n=t of a..
in the dam without Floper design and consMm=on. (Consultan =DC:L' M
Iagoon desiggn be:roie pladng any pipes in
Lacroon liquid leveis—high levels.are a safety risk -
Failure to inspect. and mainmin the dam-
I&c=s smfac.- wa= flowing into the lagpon.
Linerr integdry—prot--r. from Werpipe scouring, damage dming sludge
removal, or rupture ftm lowering lajoon liquid level below go' 'Urdw=
table. -
NOTE: U'lagoon water is aIllowed to overtop the dam, the moving waterwiLl, so -Cal
gull -,*es to :-o =4, in Ehe dam. Oncz diis =*mage stuts, ir can qui kly. cause a discaar-
- c
of and possible dam fLflure.

Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specificaflowis
Lo f re,:-4 e
q-/);-/ ri �
IRRIGATION SYSTEM DIESIGN PARAMETERS.
T,,FLj,)az- r-.,A— z
7/5 CA6,,,v 5reoccr,
,P,-,V0/&L,A0fC ZVJr7e.
County:
Date:
EXHTBrr D-1
Field'
Number
Approximmic
Matinium
Uscable Stu
of Fleld2
(acres)
SoU Type
Slope
M
Crop(s)
Mazinatins
Application
Raid
(lit/h r)
MazWoun
ApplIcation
per Irrigiallon
C�yle3
(inches)
Conunents
Z5
A�3, L.,
CPA.I.e.1t. �-,.
16
L n
SeXM . OA GOE-ZCP L
T 57341
Aug
P-Z
18c--&`W44 A141
7--
ISce attached map.
21,01al ficid. acreage ininus reydricd bulTer areas.
3lRefer to N. C. Irrigation Guide, Field Office Technical Guide, Section If G. Annual application nuist not exceed the rgronomic rules rar the soil and crop used.
NRCS, NC
J� '.996

RXIBBIT D-2
TABLE 2 - Traveling Irrigation Gun Seffings
Make, Model a,nd Type of Eqiuipmenf: 4 -
F-30 T—CA-F-A-CIL lAle4$-w 12aCR4 11,OJYD -IA�rdrlegff e 11 el-09m
Field No
and
fly-frod N*2
Travel Applicafloil TRAVEL LANE Welled
Speed Rifle Efrectiva Effecilva DIameter
(Wakill) (10(hr) VACIIII (R) I'MR111 (A) (feet)
EQUIPMENT SWITINGS
Nozzlo Operating Operalitig
Diameler Pressura 1'ressira Are
(111OLO) rej Goll (psi) 0 Recl (rJ) P&11*a%3
11 9z 13Y Zito
/40400 Z7O
.97
7Z)
?IF
-?40
.3&/
F7
'70
9 ye
70
Y. 7 7
-Y 1
Z,01 jq Zoo
PhD Z16
.77
740
3,06
* 7 A e-
/Do
szo z 70
.97
70
/960
.44
2 ry Z910
.97
7.9
04
I - to A
1.9 z xv
4"0& z 70
F7
7D
1060
Z. 7-F A..
I - to a
/I 9z JL1 Zito
�qb Z96
.97
70
306
Z. 1, 2r.4
7.71f
-7
z ro
97
74D
Z7,01 A&
SCC R((UCIICd Fnap,
2SIjow separate entries ror cach hydrant lacolion in each field.
3 Use the folloWing abbrevial ions for various arc pft(tems: F (full circle). TQ (three quarlers), TT((%vo thirds), 11 (ImIrciTc1c), T (one third). Q (r)nZ quarter)
May also nse degre= or arc.
S, NC
Jr — 1996

EXHIB IT D-3
TABLE 3 - Solid Set Irrigation Guo Settings
ske, Model and Type of Equipment:
Field No
and
Line NG2
Number of
Hydrants
Wetted
Diameter
jreet)
Hydrant Spaclng (111)
Along Between
Pipeline Pipelines
Application
Rate
(ln/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure 'rime
(inches) Cis) Gun (psl) I!Zdrant (hr)
Comments
I See attached map.
2Sl1ow separate entries r" each pipel ine with hydrants in each field.
NRCS, NC
,U( , 1996

TABLE 4 - Irrigation System Simcifications
Traveling
frr�allon Gun
Solid S�t
Flow Rate of Sprinkler (gpm)
perating Pressure at Pump (psi)
Design Precipitation Rate Qn/hr)
flose lAngth (reel)
xxxxxxxx
Type or Speed Compensation
xxxxxxxx
Pump Type (PTO. Engine. Electric)
Pump Power Requirement (hp)
TABLES - Thriust Block Specifications a
Designer m4y provide thrust black details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
901 Bend
Z 7
Dead End
Tee
zliz
ISee USDA-NRCS Field Office'rechnical Guide, Section IV. Practice Code 430-1313.
H)GMrr D4
N�tC.S, NC
J� 1996

BXIHBrrD-5
IRRIGATION SVSTEM DESIGNER
Name: Mc.-,i legvlm Wcrs,.-,
Company: MLAPWF A.'t;z AAa�c
Address: P0. j§Ler 0,,L.. tl
Phone: e7fo) zp?-Z.Wyl -0.,, Vf4 z 101-SIV10-
IN
REQUIRED DOCUMENTATION
Mic following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locittions, travel lanes, pipeline routes, dirust block locations and buffer areas where applicable.
2. Assumptions and computations ror detennining total dynamic head and horsepower requirements.
3. Comptilalions used to de(ennine all mainline and lateral pipc sizcs.
4. Sources and/or calculations used for determining application rates.
S. Compulations used to detennine'the size of thrust blocks and illustrations of all 11inist block courigurations required in ilia system.
6. Manufacturer's specifications for lite irrigation pump. traveler and sprinkler(s).
7. Manufucturer's specifications for Ilia irrigulion pipe and/or USDA-NI(CS standard for Jrrigallon Water Conveyance.
N.C. Raid Office Technical Guide, Section IV. Practice Code 430-DI).
8. 'I'lic inronnalion rctl�iircd by 11tis forni arc lite minimunircquircHICHIS. It is lite rcsImnsibility orille designer to consider all relevant factors at a particular site and address [item as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without Ilic approval or the designer.
NOTE: Abufferstrip, Z-� feet Vide or wider iruist be maintained 1whycen the Hin its of the irrisid ion systeen a3 itt all perennial
streams and surrace waters per NC Statutes.
Nl�CS, NC
JL( 1996
1

0 0 -1 W.01.0
efil.3
PIN t1j tQl 31 111�110XUR I'M t1j IJU Do te V.1 Uid_
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with.the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4" x 4" x 2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter) with an AV 150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in the plan. The design of this system requires the use of a
.97" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in detail on
page 2 of this design. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4" x 30' alluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpin's slowly until desired pressure is achieved. Set all "Murphy"
safety switches to *insure uninediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed -- but, make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start -up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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low

ANIMAL WASTE MANAGEMENT SYSTEM
OPERATOR IN CHARGE
DESIGNATION FORM
ANIMAL WASTE MANAGEMENT SYSTEM:
FacHity ID Number: County:
OPERATOR IN CHARGE / .11
Home Mailing Address as-7 4." sgo."'t
Cis 10'umll - State A) C� zi ej2S 7.x
Certificate Social Security # AWY-Sl - 71 V8
WorkPbone H me Phone&/aj.? 9"g- 406 V
SignatureX CjZzj Date 9/1 g /A g
BACKUP OPERATOR (Optional):
Home Mailing Address 7/3 S�Fvz-&
0 State w C_ Zi 2 K-C 2.2-
Certificate # P, 4 q .2!J1 - to - ly X
__77 _ X Social Security #. del
Work Phon6VxA'Zx Home Phone &
Vol Aff y
Signature Date
Mailing Address 7) 5 cak% City- - e / hl,'11 AJ C 2 kr 7 a_
-State A; c- Zip_ Telephone#—f2 �4�—�SK-r
SlgnatureXZ46,�� _�j
Date V.21 In I
Please Mail to: WPCSOCC' I
Division of Water Quality
1618 Mail Senice Center
Raleigh, N.C. 27699-1618

Department of
Animal Feeding
(THIS FORM MA YE
State General Permi
1. GENERAL INFORMATION:
1.1 Facility name: Jaron Kennedy
1.2 Print Land Owner's name: Virgini
1.3 Mailing address- 370 Kennedy Ln.
City, State: Pink Hill, NC
Telephone number (include area code):
1.4 Physical address:
City, State:
Telephone number (include area code):
1.5 County where facility is located: Duplin
1.6 Facility location (directions from neare
1.7 Farm Managet's narne (it clitterent troM L
1.8 Lessee's / Integratoes name (if applicable;
1.9 Facility's original start-up date: l/l/86
2. OPERATION INFORMATION:
2.1 Facility number:
2.2 Operation Description:
Please enter the Design Capacity of the
management structures were designed.
Type of Swine No. of An
E] Wean to Feeder
0 Feeder to Finish 1200
Farrow to Wean (# sow) _
Farrow to Feeder sow) -
C] Farrow to Finish sow)
C] Wean to Finish (# sow) _
FORM; AWO-STATE-G-E 1/10/06
ite of North Carolina 0) /) e*�o
nvironment and Natural Resources
ision of Water Quality
Operations Permi ' t Application Form
'PHOTOCOPIED FOR USE AS AN ORIGINAL)
Existing Animal Waste Operations
)196- 4541
Zip: 28572
Zip:
major highway, using SR numbers for state roads): On SR1703 (south side),
Owner): -
�le which type is listed):
Date(s) of facility expansion(s) (if applicable):
The "No. of Animals" should be the maximum number for which the waste
Ine of Poul No. of Animals
[I Layer
El Non -Layer
Turkey
Turkey Poults
RECEIVED I DENR I DWO
AQUIFr-R-PROTFUION qECTION
JUN 15 2011.
nMe of Cattle No. of Animals
E] Beef Brood Cow
El Beef Feeder
El Beef Stocker Calf
El Dairy Calf
El Dairy Heifer
E] Dry Cow
Page 1 of 5

ki
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 17.54 Required Acreage (as liste I d in the CAWMP): 11.00
2.4 Number of lagoons: I Total Capacity (c�ubic feet). 301,878 Required Capacity (cubic feet): 275,617
Number of Storage Ponds: _ Total C alpacity (cubic feet): - Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields? YES o ircle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES o ircle one)
rt (cc
2.7 Does this facility meet all applicable siting requirements? or NO (circle one)
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.
3.1 One completed and signed original and twb copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map ir. icating the location of the animal waste facilities and
field locations where animal waste is land a1pplied and a county road map with the location of the
facility indicated; 1
3.3 Three 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 permit application for
animal waste operations. I
Applicants Initials
1,1k
"IlL
The CAWMP must include the following 6omponents. Some ofthese components may not have been required at the time
I
thefacility was certified but should be added to the CA WMPfor permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility
3.3.2 The method by which waste islapplied 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 ever� land application field
3.3.5 The crops grown on every land application field
33.6 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 window I s 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
33,12 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 6ocumentation (design, calculations, etc.); please be sure to include any site
evaluations, wetland cleterminaltions, or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
if your CAWMP includes any components
submittal. (Composting, waste transfers, etc
shown on this list, please include the additional components with your
FORM: AWO-STATE-G-E 1/10/06 1 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
Jaron Kenne I (Lmd Ownees name listed in
question 1.2), attest that this application for Virainia Turner Farm _(Facility name listed in question 1. 1
has been reviewed by me and is accurate and.complet I e 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 returnedto me as incomplete. 1 10
Signature X<::Q j:��472— Z.!�—� x 5,—/0 ge
Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1,
application for
has been reviewed by me and is accurate and comple
application are not completed and that if all required
will be returned as incomplete.
Signature
(Manager's name listed in question 1.6), attest that this
acility name listed in question 1.1)
I r to the best of my knowledge. I understand that if all required pans of this
,.upporting information and attachments are not included, this application package
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIF9R PROTECTION SECTION
ANIMAL OEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, i4ORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX i*iUMBER: [phone]
JU'V 17 2011
RECEfVED/DENR/DWO
AQUjFFR'PR()TF:r'N()N,qFCT10N
JUN 15 2011
FORM: AWO-STATE-G-E 1/10/06 1 Page 3 of 5

Nutrient Manatzement Plan For Animal Waste Utilization
This plan has been prepared for:
Jaron Kennedy
Jaron Kennedy
3 70 Kennedy Ln.
Pink Hill, NC 285 72
910-296-4541
04-01-2011
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-5
Wveloper Signature
Type of Plan: Nitrogen On,ly with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
I
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the fakm named above. I have read and understand the
Required Specifications concer�ing animal waste management that are included with
this plan. I
Signature (owner)
Signature (manager or
This plan meets the minimum stani
Agriculture - Natural Resources d
adopted by the Soil and Water Coin'
Plan Approved By:
------------------------------------------------------------
377428 Database Version 3.
,q— J15n,�o//
Date
Date,
s and specifications of the U.S. Department of
-vation Service or the standard of practices
ation Commission.
&�— -L11reZt
Signature '4ate /
-------------------------------------------------- ......... - ---- --
Date Printed: 04-01-2011 Cover Page I
RECEIVED I DENR I DWQ
AQUJF;RPR0TFrT10N'SFCTI0N
Jut4 15 2011

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1, 112,400 gals/year by a 1,200
animal Swine Finishin[g Lagoon Liquid operation. This production facility has waste
storage capacities of a I �proxiniately ISO days.
Estimated Pounds 'of Plant Available Nitrogen Generated per Year
Broadcast
2562
Incorporated
4400
Injected
4846
Irrigated
2785
MwL Avail.
PAN (lbs) *
Actual PAN
Appli�d Qbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1 2,785
44�16
-1,631
1,764,092
-651,692
-- ----- ----- - --------- ------------ - "*,-, — — ----- --- ** ---------- -------- -
........ il� source- ID,,S- means'standard,s--urce,- U-means, us'er'defined, source -------- ** -------- **** --------------------------------
Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
377428 Database Version 3.1 Date Printed: 04-01-2011 Source Page 1 of I

Narrative
This plan is based on the previous created by Kevin Weston. Historic Rates and applications windows
can apply by technical rule. This plan w,,as created to separate this farm from the Chris Turner farm.
-------------------------------------------
377428 Database
------------------------------ -----------------------------
-01-2011 NarTative Page I of I

The table shown below provides a summary 'of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each c p in
,p in
ro,p in e plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary I
I
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(U)
Soil Series
Crop Sequence
WYE
06194
3
4.27
4.27
N/A
"�tryvjjle
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
06194
4
4.09
4.09
N/A
Aurtryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
06194
5A
1.88
1.88
N/A
Aultryville
Small Grain Overseed.
1.0 Tons,
Hybrid Bermudagrass Pasture
5.5 Tons
06194
5B
0.76
0,76
N/A
"utryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
5734
7
018
0.88
NIA
Autryville
Small Grain Overseed
1 .0 Tons
I
I'
Hybrid Bermudagrass Hay
5.5 Tons
6190
6A
2,981
2.98
N/A
1�on
Small Grain OversecA
L0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
6190
6B
2.68
2.68
N/A
11,�bn
Small Grain Ovcrsccd
1.0 Tons
Hybrid Bermudagrass Pasture
3.0 Tons
PLAN TOTALS: 17.54 17.54
W
1014
K.'' WN on "y V�
Low potenti al to contribute to soluble
None
< 2
nutrient leaching below the Toot zone.
I
>= 2 &
Moderate potend al to contribute to
soluble nutri ent leaching below the mot
Mtrient Management (590) should be planned.
10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone�
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
o�nsidcred. Examples am Cover Crops (340) to scavenge nutrients, SDd-Based Rotations
1
Q28), Long-TermNo-Till (778), and edge -of -field pradioes such as Filter Strips (393) and
Riparian Forest Buffers (39 1).
I
377428 Database Version 3.1 Date Printed 4/l/2011
PCs Page I of I
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
1 Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic
I Period
Nitrogen
PA
Nutrient
Req'd
Obs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Appfic,
Mdhod
Manure
PA
Nutrient
Applied
(IbsIA)
Liquid
ManumA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manurt
Applied
(Field)
N
N
N
N
low
pVA
Tons
1000 gals
tons
06194
3
S7
Autz-yville
417
4.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irri&
50
19.97
0.00
85.28
0.00
06194
3
S7
Aubyville
4.27
4.27
Hybrid Bermudagrass Pasture
5.5 Tons
311-980
202
0
0
hTig.
202
80.69
0.00
344.53
0.00
06194
4
S7
Autryville
4.09.
4.09
Small Grain Ovcrseed
1.0 Tons
10/1-3/31
so
0
0
Hg.
50
19.97
0.00
91.69
0.04
06194
4
S7
Autryville
4.D91
4.09
Hybrid Bermudagrass Pasurre
5.5 Tons
3/1-9f3O
202
0
0
Irfi&
202
80.69
0.00
330.01
0.00
06194
SA
S7
AuW
,fville
1.89
1.88
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.55
0.00
06194
5A
S7
Autryville
1.89
1.88
Hybrid Bemudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irri&
202
80.69
0,00
151.69
1
0.00
06194
_5B__I_S7_,
AutrywIle_
�0.76
-0.76
SmalLG:ain.Overseed_____.___
I.O.Tons
-10/1-3/31-
--5(1-1--0-
06194
5B
S7
Au"ifle
0.76
0.76
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Inig.
202
80,69
0.00
61.32
0.00
5734
7
S7
Autryville
0.88
0.88
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
19.971
0.00
17.59
0.00
5734
7
97
Au"ille
0.981
0.88
Hybrid Bermudagress Hay
5.5 Tons
3/1-9/30
*275
0
0
Ift
275
109.851
0.00
96.67
0.00
6190
6A
S7
Leon
2.98
2.98
Small Grain Overseed
1.0 Tons
10/1-3/31
so
0 1
0
Irri&
50
19.971
0.00
59.52
0.00
6190
6A
S7
Leon
2.98
2.98
Hybrid Bermudagrass Pasture
3.0 Tons,
3/1-9/30
*190
0
0
Irrij,
190
75.89
0.00
226,16
0.00
6190
6B
S7
L!c
2.68
2.68
Small Gntin Overseed
1.0 Tons
10/1-3/31
50
0
0
Irfip_
50
19.97
0.00
53.53
0.00
6190
6B
S7
.In
ILIO,
2.68 1
2.68IHybrid
Bermudagrass Pasture
3.0 Tons
3/1-9/30
190
0
0
Iffi&
190
75.89
O�00
"203.430
0.00
377429 Database Version 3.1 Date Printed: 4/1/2011 WUT Page I of 2

Waste Utilization Table
Year I
Tract
Field
Soumc
ID
Soil Series
Tolal
Acres
Use.
Acres
crop
RYE
Applic.
Period
Nitrcgen
PA
Nutrient
Req'd
Obs/A)
Comm
Fert.
Nutrient
Applied
Obs/A)
Res.
Obs/A)
Applic.
MetW
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManuTrA
pplied
(a=)
Solid
ManuTe
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fitid)
N
N
N
N
1000
gWIA I
Tons
1000 gals
tons
Total Applied,
1000 gallons
1,764.09
IM
Total Produced, 1000 gallons
1,112.40
Balance, 1000 gallons
-651.69
Total Applied, tons
am�
0.00
Total Produced, tons
am
0.001
Balanct, ;.—s
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
3774/2R Database Version 3.1 Date Printed: 4/1/2011 WUT Page 2 nf 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum a�plication rate per hour that may be applied to each field selected to
r=ive wastewater. It also lists the maximu app ic on amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
�S'oil Series
Application Rate
(inches/hour)
Application Amount
(inches)
06194
3
Autryville
0.60
1.0
06194
4
Autryville
0.60
1.0
06194
5A
Autryville
0.60
1.0
06194
5B
Auuyville
0.60
1.0
5734
7
Autryville
0.60
1.0
6190
6A
�eon
0.65
1.0
6190
6B
ILeon
0.65
1.0
377428 Database Version 3.1 Date Printed 4/1/2011 1AF Page I of I

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumul I ation 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 nutrieFts 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 ad4itional 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 Ta�le
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application te
1000 gal/ac i
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feleder-Finish Lagoon Sludge - Standard
I
Corn 120 bu
150�
6.16�
15.04
30.09
45.13
Hay 6 ton R.Y.E.
300
2632
7.52
15.04
22.57
Foybean 40 bu
160
r
14.04
14.10
28.21
42.31
-------------------- -------------------- --------------------------
377428 Database Version 3.1
---------------------------------------------------------------------------------- ................
Date Printed. 04-01-2011 Sludge Page I of I

The Available Waste Storage Capacit�, table provides an estimate of the number of days of storage
capacity available at the end of each m I onth of the plan. Available storage capacity is calculated as the
design storage capacity in days minus ihe number of days of net storage volume accumulated. The start
date is a value entered by the user and I 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 Oeater 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.
I ,
Avnilnhli-. Wnqte.RMrnort- (.Fnnsr-.iiv
Source Name
I Swine Feeder -Finish Lagbon Liquid
Design Storage Capacity Tays)
StartDate
19/1
180
Plan Year
month
Available Storage Capacity (Days)
1
108
2
103
3
130
1
4
150
5
180
1
6
180
1
7
M
1
8
ISO
1
9
180
1
10
172
1
11
165
I
M
145
I
Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------- - ------------------- ------------------------------------------------
377428 Database Version 3.11 Date Printed: 04-01-2011 Capacity Page I of I

Required Svecifications For Animal Waste Manazement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
I .
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agr1eement for use of adequate land on which to
properly apply the was I . If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use I of the land for waste application. It is the
responsibility of the'ownler of the waste production facility to secure an
t
update of the Nutrient Management Plan when there is a change in the
I
operation, increase in the number of animals, method of application,
receiving crop type, or avlailable land.
3. Animal waste shall be a0plied to meet, but not exceed, the nitrogen needs
for realistic crop yields �ased upon soil type, available moisture, historical
I
data, climatic conditions; and level of management, unless there are
regulations that restrict ihe rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
I
acre per year but Im than 10 tons per acre per year provided grass filter
I
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
1
5. Odors can be reduced bi injecting the waste or by disking after waste
application. Waste shoul d not be applied when there is danger of drift
from the land application field.
6. When animal waste is tol be applied on acres subject to flooding, waste
will be soil incorporated, 1 on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
f
broadcast provided the A-pplication does not occur during a season prone
I
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------------------ ----------------------- ---------------------------------------------------------------------------------------- -- ----
377428 Database Version 3.1 ! Date Printed: 4/1/2011 Specification Page 1

7.
8.
9.
10.
11.
12.
13.
14.
Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff dois not occur of1site or to surface waters and in a
method which does not Cause drift from the site during application. No
ponding should occur inlorder to control odor and flies.
Animal waste shall not be applied to saturated soils, during rainfall
I
events, or when the soil surface is frozen.
I
Animal waste shall be applied on actively growing crops in such a manner
that the crop is not cover'ed with waste to a depth that would inhibit
growth. The potential forl salt damage from animal waste should also be
considered.
Nutrients from waste shill not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 36days prior to planting of the crop or forages
breaking dormancy.
Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outerl 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 resideniiial property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied clos e'r that 25 feet to perennial waters.
I
Animal waste shall not �e applied closer than 100 feet to wells.
Animal waste shall not 6e applied closer than 200 feet of dwellings other
than those owned by theliandowner.
Waste shall be applied i# a manner not to reach other property and
public right-of-ways.
------------------------------------------------- ---------------- ----------- --------------- ----------------- — -----------------------------
1
377428 Database Version 3.1 1 Date Printed- 4/1/2011 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior convert�d cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applie I d on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic raies in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from waslidown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system. I
17. A protective cover of aporopriate vegetation will be established on all
disturbed areas (lagoon 6mbankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. I Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for lobtaining and implementing a "closure plan"
which will eliminate the I possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
I
maintenance checklist should be kept on site.
20. Animal waste can be us6d in a rotation that includes vegetables and other
I
crops for direct human consumption. However, if animal waste is used on
I
crops for direct human consurn tion, it should only be applied pre -plant
p
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. Al marker will be required to mark the maximum
f
storage volume for waste storage ponds.
I
------------ ---------------------------------------------- -------------------------------------------------------------------------------------------------------
377428 Database Version 3.1 Date Printed: 4/1/2011 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at cropIsites where waste products are applied. Nitrogen
shall be the rate-determiping nutrient, unless other restrictions require
waste to be applied base� on other nutrients, resulting in a lower
application rate than a n I itrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum i -crop production. Soil and waste analysis
records shall be kept foria minimum of flive years. Poultry dry waste
application records shallbe maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations. I
----------------------------------------------- ----------- --------------------------------------------------------------------------------------------
377428 Database Version 3.1 � Date Printed: 411/2011 Specification Page 4

Crop Notes
The following crop note applies to field(s): 7
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagritss sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
I
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant �t least 10 bu/ac in 3' rows, spaced 2.' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to prodii I ce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcast1disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applicati I ons in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. kefer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carol I ina for more information or consult your regional agronomist or
extension agent for assistance. I
The following crop note applies to field(s): 6A, 6B
Small Grain: CP, Mineral Soil, low -lea i chable
In the Coastal Plain, oats and barley sh:3uld be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 112 bushels/acre.'Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 3 0 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-------------
377428
--------------------------------------
Database Version 3. 1
------------------ ........................ ­­ ......... -------- ------------------
Date Printed: 04-01-2011 Crop Note Page I of 3

The following crop note applies to field(s): 3, 4, 5A, 5B, 7
Small brain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley sh6uld be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushelstacre and
rye at 1-1 1/2 bushels/acre. Plant all these small gains at 1-11/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be a6lied during the months of February -March.
The following crop note applies to field(s): 6A, 6B
Bermudagrass CP, Mineral Soil, Poorl� Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainag6 MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bennudag*s sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant �t least 10 War, in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 3 0 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row,
For broadcast/disked-in sprigs use about 60 bulac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients; to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications. in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------------------------------------------- .............................. ...... ---------------------- -------------------- ------- ----------
397428 Database Version 3A Date Printed: 04-01-2011 Crop Note Page 2 of 3

Bermudagrass: CP, Mineral
Adaptation: Well -adapted.
The following crop note applies to field(s): 3, 4, 5A, 5B
Well Drained.
In the Coastal Plain, hybrid bermudagriass sprigs can be planted Mar. I to Mar. 3 1. Cover sprigs I" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bulac is satisfactory to produ I ce full groundcover'in one or two years under good growing
conditions. Tifton 44 spreads slowly, so' use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row.
For broadcasttdisked-in sprigs use abo�t 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply p1replant and for annual maintenance. Apply 60 to 100 lb/ae N in
the establishment year in split applicatibns in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, u1sually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. kelfer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Caroli I na for more information or consult your regional agronomist or
extension agent for assistance. I
------------------------------------------------------------------------------------------------------------------------------------------------------ ..........
377428 Database Version 3.1 [ Date Printed-. 04-01-2011 Crop Note Page 3 of 3

1, ILUr-elA, N K�vv-Ae&j hei
apply waste from his or her ste
duration of the time shown below.
the attached map.
Utilization Agreement
,.give permission to
ization System on //'G acres of my land for the
..field(s) on which waste can be applied are shown on
I understand that this waste containE nibragen phosphorus, potassium and trace elements,
:4
and when prop rly applied should n1c it harm my'land or corps. I also understand that the use of
animal manuretill reduce my need 'or commercial'fartilizer,
La
Term of Agreen�ent;
P I
Date:
to rna
Notary

ztz-
M.
ZONE X
Sanderson
Fish Pond
ZONE X
M 3-21
lit �jf
rl 7-321
rl -7z- 1
Jenk:1
ft�s
Po d
ZONE X
5

P,XIUBrr D-2
TABLE 2 - Traveling Irrigation Gum ScIfings
N1 alte, NIQ del all d Type or Rqu lipmell ft 'r 'C' I
x /ago
Field Not
artd.
I IYJFbni H*2
Trawl
Speed
((Vtj%j")
Applicislion
Role
OnAir)
TRAVELLAWE
Efrwive Effeclive
Width (R) Length R)
Welled
Diameler
(reel)
EQUIPMENTSMINCS
Nozzle Omaling Opusling
Mower Premve pratturb Arc
(islatex) A Min fidl) a noel (r-A) 170, -.'3
1-roal q
Ly
z1ft
/,Poo
Z?.O
70
160,
& f
Z
Z 400
1,04�0
T io
_1_97
177
'70
-44
1-j
2oo,
21,0
.77
-,17-
740
742
Y. 27 AL
4;,ef 'l,
V.
1
joo-
SZO -A
Z ?Z)
97 1
70
.91
E;
7.
Z 9,0
7o
'le
I - &A
Z 14P
64.0
Z?O
J7
70
Z, IS
/-&a
109Z
Z 110
77
7a-
f i-
X-U �q
0-1
--I r7
OW
1
T.-
.1.
Scr
, . Alluched
2r%ltow separme entries for ench Itydrisni locislion in each field.
3Usc The following abbrevialiosis for various arc patlems: F (fidl circle). TQ (0tree t1unners), IT (two thirds). It (haircire1c).T (cite third). Q (--Jaz qtlnr(CT).
May bho use degrees of nre.

•r `t: .ia, 3' •i•. t• ��. w.: t �]_ l+TS�.•; �,}':'- .'_ �-•. •' _ •S' :'1i 7/�.� yf nr �, �+4 i+'. ,'i, rs��i cr
' #- t. - .t ''f�. {i7, . .1 R, .r. .( ,� • , �� .r �l`'ti �^}• r l I. I! • • • ��r �• [1� _.�� ... r
cr
or
fs
' ■ �- ;�, • ■ - t• . • , J ••• ! I �' yi.._ �w.�� R^— t i•►�• • `fir .
�'Z'ia�7,M'�: �^ �:'" • ! ),y} M•,'r,, r �.�� r���� � r•i .i � 3'� y � •' •r t .T''. [y/� •�� I -
yt
..iU .;ar al;'\�(,y'.r>.. �rl i Y'�.�•• ? g._-.;rip•: •L - _ •,a•, .�_w .�•10
_ _ ,. .. a �: y-ti. .
�7' S •.�N i+L�� f7'i; a•M4.'.•4��: n ,,•jj��� 7-`` r•►njrl�rrQ •'e .�_',' :� - , .r - •-�
r �" �.. �� r "':.!+~�'.�1-i.•-� � .� !w� _.�'�rr��r•����... rrA r � � `y00 � • 7y Z i. � 1 •1 ' � I f �• • - ' • •a . .
Tvz
.. s ,..j�����./ � 9y+raM•N k,e�.h � a111/41�' .• - ��..: •
.. .. '?� i �. '7�. r$r!'•Z 8 ,vfb�_�LLy — r � ��+r•1�•• y�1 � '� �,� :��
' �• `T � � ��- r_ r i 7^ •�� V � .t �: / �.., ., �i i�I Vr�is �, ��� �1
'�Sw• � s���.s1 :,a •"t..�:f,.._:: )} i � _ '.i•`1���'�'in:•;L.'.. -`., a:' f •OOOT �• \ l '•l� ' '• •ir� �+1F�••i �~
•- - ,�.g��`+;f`t�•1 �� �y"t• =� ,.��,�''��..�' � �"_•• � � a��`a�zr`- :.• � i �r 9b h :`�',�►►i%' 1• � ` " •�• ;�• v . - • .'�si�• ,
-- — .~ -- -,� • a":►-E.`= - '�•� {•.,•• . s-- �—� �_�f—._ "`.t}�" - i� -a p 1'I�y�IL ! "-� / �-_ ' L. _.,��.;�-• -.- • _'_ — - -.j� im �i
'•.•t'A• ••.•+ ��;+'!?�F�At.' .,r. p„1.�r:a�L•a it t r�i�:_.: • ' '1 ..•'+�" ; T 1 4 .�� V, -i !;:
' '�•.•'''� y. :Jj'' f'' i • ,�y1rl,kts ::•:'• .�l!�. ,r. �r �� � - .r �; ••'t:�ar
•;q �; , e 1. t�,�+ ar I . x r t �+•w" �� t f !�% r �~ r r`a • «+s , +'ti{ `L�
`:��•ra,:,•• �'' • .,� ,J .•, r (if j/{ft !` �`- =, 'T 4�F //� r I �• i `�'i~ f�{ :1�• f
:` �+• • • �. .4►• .•�Jr.+` .�• .+ �. `..� y.:.!�'t `. '�� � 1.� ice• , ! �/�� t • n
.. .�. •••;•.'.� � 3'�r A ti,��" . 1',•:F'4'4 •' �.r ii« S' IL. •' •'.a: s •r:; , � � 4 { �' %� .i { �f ,`
•ti• .■„r I w•• '' •� + L+ zp � i.•�>>•'+r a�yL e.V ''~• • t• •�• •�w� '�7's" S �� • .
PA V
IL
.�.,: .r ,r kl.�~��-i j•'.1.%•;�y'.R-''i,i �Y'!�: �:'•'f::. .1.,,`�1• f� *.`."r�'r•i�• `+i•
. ..,'�y'-aF,f�I.. �� �..rr.e°1Y'•r1r-c'!�'L�+t�•Ir���.Y$��f-'.:�.'�l'!+':�-• �i � - .. 4•!••�I��� �s�+� • ..�\•_•!
` '•:+wF•�'" .�"� •'fir �.� s ..rq� r!.i..✓• t■ � � �� ..}• .. 1 !�' r ',, ` �i'rV� ;•:

TURNER
Count,y: DUPL IN
D i -:�, t �-A 1,1earest residence (t�thei than owner):
LIVE WEIGHT (ALW)
s (farrow to finish)
IC- W Ci (farrow to feeder)
1-1 a d (finishing only)
(farrow to wean)
h -ad
c� (wean to feeder)
Date: 6-2-c?5
1500.00 feet
V 1417
lbs.
0
Ills
522
lbs.
0
1 b
X
1 135
lbs.
162000
lbs
x 433
lbs.
0
lbs
:1 30
lbs.
0
lbs
other 0
----------------------------
Total Average Live Weight 162000 lbs
!�-il,"�TMJAM REQUIRED TREATMENT VOLUME OF LAGOON
I.-Ulle 162000 lbs. A, LW x Treatment Volume(CF)/Ib. ALW
--i t men t Volume(CF)/lb. Al..W I CF/lb. ALW
.19 162000 cubic fe�-.,t
-Af. I
- CCUrl,LAT I ON -
FOR SLUDGE A /V-
: 5Y
'54,e�DC-r AWA 131 R464"O&-co /?X
UTte et
0.00 cubic ife,
Oc:'-,V POS"99A,'
�J �-IL EIEGiGNED VOLUME
C'4r" X A Y dt;,-r
1,-)side top length (feet)l ----------------------- 102.2
Inside top width (feet) ------------------ 514.2
'Fop of dike.elevation (Teet) ----------------- 5C). 0
F�, �-r t - ------------
, � 't(,M of lagoon eleVatioyl (feet) 40.0
f7 i c--,eboard (feet) ------- I I - - i.0
Side slopes (inside lagdon) ------------------- 3.0 1
-rc.t,DI desi gn volume usin I g - prismoidal formula
S /E N D I SS/END2 SS/SIDEJ. SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 31. Cy 3. 00 96.2 508.2- 9.0
AREA OF TOP
LENGTH * WIDTH=
96.2 508.2 48889 (AREA OF TOP)
(:'iR,EA OF BOTTOM
LENGTH * WIDTH
42.2 454.2 19167 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
69.2 481.2 133196 (AREA OF MIDSECTION * 4)
CU. FT. rAREA TOP + (44AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
4888e.8 133196.2 19167.2 1_5
Total Designed Volume Available 30187B CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = 1�
102.2 514.2 5255t.2 square feet
Buildings (roof and lot �.�water)
8736.0 square feet Describe this area.
TOTAL DA 61287.2 square feet
Design temporary storage, period to b e 180 days.
5A. Volume of waste produced I
Feces urine production: in gal./day per- 135 lb. ALW 1.37
Vo 1 ume 162004) lbs. LW/135 lbs. ALW * 1.37 gal/day 180 days
Volume 295920 gals.or 39561.5 cubic feet
3B. Volume of wash water
This is the amount of fr6sh water used for washing floors or volume
I
of fresh water used for A flush sySteM. Flush systems that recirculate
the lagoon water are acco'unted for -in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallon5
per CF
Volume = 0-1) cubic eet
5C. Volume of rairifall in excess of evaporation
Use period of time when. ;-ainfall exceeds evaporation by largest amount.
IeO days excess raififall 7.0 inches
Volume 7.0 in * DA / 12 inches per foot
Volume 35750.q cubic feet

5D. Volume of 25 year - 24 hour�istorm
Vo I ume 7.5 incheizi / 12 inches per foot * DA
Volume 38304.5 cubicTfeet
11
TOTAL REQUIRED TEMPORAR�- STORAGE
5A.
39S61
cubic
feet
5B.
i'O
cubic
feet
5C.
3'J'.'!51
cubic
feet
5D.
381-:05
cubic
feet
TOTAL 1136';17 cubic feet
5. SUMMARY
Temporary storage
180
days
Rainfall in excess of
7-0
i nche�E5
25 year - 24 hour rainfa,-.
7.5
i nches
1.0
feet
Side
I
3.0
: I
--------------- ======>
Inside top length=====--,- - - - - - - - - - - - - - -
102.2
feet
Inside top
514.2
feet
Top of dike elevation=== --------- ====>
50.00
feet
Bottom of lagoon elevati
40.00
feet
Total required volume===
275617
cu. ft.
Actual design volume===-=====================>
201878
cu. ft.
Seasonal high watertablel, elevation (SHWT)===>
45.80
feet
Stop pumping
46.00
feet
Must be > or = to the SHWT elev.==========>
45.80
feet
Must be > or = to min.[req. treatment el.=>
46.00
feet
Required minimum treatme�t volume===========>
P
162000
cu. ft.
Volume at stop pumping e�evation============>
171207
cu. ft.
Start pumping
4B.00
feet
Must be at bottom of f
eeboard & 25 yr. rainfall
Actual volume less 25 yr
- 24 hr. rainfall==>
1l0yation===========>
263574
cu. ft.
Volume at start pumping
254791
cu. ft.
Required volume -to be pu
ped================>
75312,
cu. ft.
Actual volume planned to
be pumped==========>
83584
CU. ft .
Min. thickness ofico . 1 lino,
hen require[d==>
1.5
feet
DESIGNED BY:
APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTEj�UTIL12ATION PLAN
COMMENTS:
------------------------- ! -----------------------------------
q5PA -Af4c.$

SHEET I OF R
OFt-RATION AN
This lagoon is designed for
181) days of temporary st
fluid level (permanent and
due to site conditions, weat
of fresh water added to thel
The designed temporary stor
(1) waste from animals and
included is storage for the
The volume of waste generat
fairly constant throughout
rainfall will vary from yea
be a factor to consider in
volume must always be avail
MAINTENANCE PLAN
----------------
aste treatment (permanent storage) and
rage. The time required for the planned
mporary storage) to be reached may vary
er!1 flughing operations� and the amount
ystem.
e consists of' 180 days storage for:
) excess rainfall after evaporation. Also
5 year - 24 hour storm for the location.
from a given number of animals will he
e year and from year to year, but excess
to year. The 25 year rainfall will not
annual pumping cycle, but this storage
le.
A maximum elevation is deter I i I iined in each design to begin
pumping and this is usually :he outlet invert of pipe(s) from
building(s). If the outlet P��. pe is not installed at the elevation to
begin pumping, a permanent M arker must be installed at this elevation
to indicate when pumping sho ild begin. An elevation must be e5tablished
to stop pumping to maintain agoon rea men ep .
Pumping can be started or stopped at any time between these two
elevations for operating con I vonience as site conditions permit, such as
I
weather, soils, crop, and qq ipment in order to apply waste withOUt
runoff or leaching. 17
Land application of waste water is recognized as an acceptable
method of disposal. Methods I of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste toll,prevent damage to crops.
The following items are to bo carried out:
1. It is strongly recommend
charged to 1/2 its capacity
start-up. Pre -charging redu
waste entering the lagoon th
covered with effluent at all
flush buildings 'with recycle
be used for flushing after i
d that the treatment lagoon be pre-
o prevent excessive odors during
es the concentration of the initial
reby reducing odors. Solids should be
times. When precharging is complete,
lagoon liquid. Fresh water should not
itial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.00 as marked by permanent marker. Stop pump -
out when the fluid level rea hes elevation 46.00 . This temporary
storage, less 25 yr- 24 hr s orm, contains 75312 cubic feet or
563337 gallons.

SHEET 2 OF 2-
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recomm nded maximum application rate is 0.3
inch per'hour. Refer to thellwaste utilization plan for further details.
5. Keep vegetation on the I mbankment and areas adjacent to the
lagoon mowed annually. Veg tation should be fertilized as needed
to maintain a vigorous stan.l.
6. Repair any eroded areas or areas damaged by rod6nts and
establish in vegetation. d
-ted from the lagoon to stable
All surface runoff'is t be divei
outlets. I
B. K'eep*a minimum of 25 feit of grass vegetated buffer around
waste utilization fields adl'acent to perennial streams. Waste will
not be applied in open dit&Ies. Do riot pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other prIjoperty and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
I
pollutants into waters of the United States. The Department of
Environment, Health� and Na Ural ResOLAV-ces, Division of Environ-
mental Management, has the rjesponsibility for enforcing this law.

SHEET I OF 2
SPECIFICATIONS FOR CONITRUCTION OF WASTE TREATMENT LAGOONS
--------------------- I --------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the
cleared of trees, logs.,*Stu�,'
Satisfactory disposition wil"
the lagoon arid pad area shol,1,
the dike and pad areas. Af I I
lagoon embankment and build.'.
to placing the first lift o�
EXCAVATION AND EARTHFILL PLO
--------------------------- i
The completed excavation an
grades, and elevations show
be free of detrimental amou
6 inches in diameter, and o
they are? SUitable, excavate
shall be brought up in appr
inches in thickness when lo
will be compacted by comple
equipment or standard tampi
Compaction will be consider
to consolidates to the point
NOTE THE SPECIAL REQUIREMEN
SECTION OF THIS SPECIFICATI
installed using the more im
excavations. Construction
settlement. Dikes over 15
capacity of 10 acre-feet or
Dam Safety Law. The height
from the constructed height
agoon embankment and building pad shall be
ps, roots� brushv boulders,sod and rubbish.
I be made of all debris. The topsoil from
Id be stripped and stockpiled for use on
er stripping, the foundation area of the
ng pad shall be thoroughly loosened prior
fill material to get a good bond.
earthfill shall conform to the lines,
on the plans. Earthfill material shall
�s of sod, roots, frozen soil, stories over
er objectionable material. To the extent
materials can be used as fill. The fill
imately horizontal layers not to exceed 9
e and prior to compaction. Each layer
coverage with the hauling and spreading
roller or other equivalent method.
adequate when fill material is observed
hat settlement is not readily deteictible.
FOR PLACEMENT OF LINERS IN THE LINER
1. The embankment of the lagoon shall be
rvious materials from the required
fill heights shall include 10 percent -for-
et in height and with an impoundment
ore fall under the jurisdiction of the NC
s, defined as the difference in elevation
o the downstream toe of the dike.
Precautions shall be taken d-tring. construction to prevent excessive
erosion and sedimentation.
1.6
LINER- THE MINIMUM REQUI:kED THICKNESS SHALL BE zick
11 , �§se f t
------ -----------------------------------------
NOTE: LINERS (PARTIAL OR FU4) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDI�ATE OR WHEN AREAS AS DESCRIBED BELOW ARE
ENCOUNTERED DURING CONSTRUCT ON. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WH N LINERS ARE REGUIRED BY THE SOILS REPORT.
When areas of unsuitable mat'rial are encountered, they will be over -
excavated below finish grade I to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as, specified to grade with a1SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOP, ESPECIAL_
CONSIDERATIONS. :ii

SHEET 2 OF 2
Soil liner material shall c
minimum water content of th
content which relates to th
in the hand it will form a
shall be added to borrow as
during placement of the lin
material shall not be less
The maximum water content r
for efficient use of haulin
compaction of the liner inc
compacted to at least 90 pe
Weight of the liner materia.
shall be scarified and mois
lift.
The single most important f
ability of a clay liner, ot
liner, is the efficient con
The sequence of equipment u
lished pattern helps assure
compaction process. For mo
roller is the preferable ty
me from an approved borrow area. The
liner material shall be optimum moisture
.t moisture content when the soil is kneaded
all which does not readily separate. Water
necessary to insure proper moisture content
r. The moisture content of the liner
han optimum water content during placement.
lates to the soil material being too wet
equipment and proper compaction. Pr o p e, r
udes placement in 9 inch lifts and
cent of the maximum ASTM D698 Dry Unit
. When smooth or hard, the previous lift
ened as needed before placement of the next
ctor affecting the overall compacted perme-
er than the, type of clay used for the
truction processing of the compacted liner.
e and the routing of equipment in an estab-
uniformity in the whole placement and
t clay soils, a tamping or sheepsfoot
e of compaction equipment.
The soil liner shall be pro ected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets od waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, a ditional construction specifications --a are
included with this Construc ion Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be co ' s tructed under the embankment area when
shown on a typical cross se t ion in the plans. The final depth of the
cutoff trench shall be determ ined by observation of the foundation
materials.
VEGETATION:
-----------
All exposed embankment and o
to the planned type of veget
tion according to the seedir
on areas of the dike and pad
shall be used if the recomme
dates for seeding. Permaner
as possible during the next
her bare constructed areas shall be seeded
tion as soon as possible after construc-
specifications. - Topsoil should be placed
to be seeded. Temporary seeding or mulch
ded permanent vegetation is out of season
vegetation should be established as soon
eriod of approved seeding dates.
REMOVAL OF EXISTING TILE DRAJINS
----------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC3 CL, or CH.

DING SPECIFICATIONS
--------------------
AREA TO BE SEEDED: 1.100 ACRES
USE THE SEED MIXTURE INDlICATED AS FOLLOWS:
0.00 LBS. FESCUE GRASS AT 60 LBS./ACRE
IBEST SUIT D ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DA ES: SEPTEMBER I TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.00 LBS. RYE GRAIN hT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.00 LBS. 'PENSACOLA� BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTN TE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FO� MOST SOIL CONDITIONS)
SEEDING DATES: APRIL. 1 TO JULY 31
0.00 LBS*. UNHULLED CVMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DA ES: JANUARY I TO MARCH 30 -
0.00 LBS. RYE GRASS,�T 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING D ES: DECEMBER I TO MARCH 30
LBS - ---------- i
APPLY THE FOLLOWING:
1000.00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.00 TONS OF DOLOMIT 0 LIME (2 TONSIACRE)
100.00 BALES OF SMALL RAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOUL� BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMED ATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY S.ED AND FIRM SEEDBED WITH A CULTIPACK'ER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASSIIS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHENJUSING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON qERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

90 �r, c;,.
System Calibration
Information presented in manu�Ctiuirer's charts are based on average operation
Ju r
conditions with relatively new pment. Discharge rates and application rates
change over time as equipment Oets older and components wear. In particular,
pump wear tends to reduce ope ' Ing pressure and flow. With continued use,
nozzle wear results in
an increas in the nozzle opening which will increase the
discharge rate while decreasing he wetted diameter.,
You should be aware that opera
design will alter the application i
application uniformity. For exar
results in smaller droplets -A, great
sprinkler nozzle. Clogging of no
intakes or crystallization of main
below design pressure greatly re
uniformity.
For t6e above reason, you should 11
ensure proper application rates anc
three years is recommended. Caill:
several locations in the application
collect flow and determine the app
they already have a graduated scal
without having to perform addition;
jars, or anything with a uniform opi
the 11qyld collected can be easily tr,
For stationary sprinklers, collection
Throughour the application area at s
guns, sprinklv.�s should be located e
of pull.' Set o�f collection containei
sides of the gun carr. You should c
nonuniformity of the application. 0
of more than 30 percent is _c�use fc
dealer or technical specialist -for ass
� g the system differently than assumed in the
e, diameter of coverage, and subsequently the
le, operating the- system With excessive pressure
potential for drift, anct accelerates: wear otthe,
es can result in pressure increase. Plugged
es will reduce operating pressum. Operating -
ices the coverage diameter and application
ilibrate your equipment on a regular basis to
uniformity. Calibration at least once every
ation involves collecting and measuring flow at,
rea. Any number of containers can be used to
.ation rate. Rain gauges work best because
from which to read the application amount
calculations-. However, pans, plastic buckets,
iing and cross-section can be used. provided
isferred to a scaled container for measuring.
ontalners should be located randomly
veral distances- from sprinklers. For traveling
ing a transect perpendicular to the direction
25 feet aparr along the transect on bath
mpute the average application rate for all
a windless- day, variation between container.7
concern. You should contact your irrigation
-RepfintedforCerr&F-cation, Tralhing for OPerationsWAnimal Waste Afaaagernent Systems Manual

Proper lagoon liquid management
important to ipau'age levels so that
wetpadods.
Maxim= noragre capacity should be
recciving crcrD is dormant (such as wfi
extended raidy Spells such as- the thun(
-that at the ffm sips of pl2nr growth i
a. f�rrn wam nianagernent plan should
re=vc hLgoon liquid. 7= wM make
pedods. In the Lire summer/early fall
M (set- Figum 2- 1) to allow for%
nzabirain the lagoon close to the miniz
umbmdorr plan will allow iL
& m4mqTENANCE PLAN
Ed be a year-round priority. It is especially
do not have problems during- extended rainy and
0
railable in the lagpon for periods when ther
=dme for bexrnudagrass) or when them am
x=rm season in the mnumerdme.. This means
the lawr winter/eariy spnng� irrigation ac=ading- to
�e done: whenever ther lind is dry enough to
torage spa= avaUable in the lagoon for Am= wet
ie Iagoon should ber pumped down to the low
iter storage- F-very effort should ber made to
m. liquid level as -lon- as the weather and waster
Mp
Waiting until the ligoon has reached its maximum: storage capaciry before starting to
irrigata does not leave room for stozing, excess water durin a, exLemded Wet pe-liodS.
Overflow from the lagoon for any reaso except a. 25-year� 24-hour storm is a. violation of
state law and subject to penalty action. i
The routin e rnaintenance of a lagoon irr
Maintenance of a vegemi
g
Fescue or common berm
covers. The vegetadon s
maintain a. via
gorous stanc
based on a soils test� but.
a. soils test each year; the
should be fertilized with
equivalent.
the followin.cl:
-. cover for the darn.
agrass am the most common vegetative
uld be fertilized each year� if -needed, to
The arnount of ferdli= applied should be
the eveirit that it is not practical to obWn
,yoon erribaulanent and surroundinv. areas -
pounds per acre of 10-10-10, or
Brash and tr= on the �rab I �r��nt must be controlled. This may be
�cLgne by mowig, sprayincr,� gr 0!
a=cr, chopping, or a combination of
thi6practices. Ns shoulq be- done at least onc*.- a year and
possilbly twice in years that �vmther conditions arr, favorable for
heavy vegetadve growth. I
NOM if vegetation is controlled by
ther lagoon water. Such chemicals coL
the waste.
Nfainte== ins=dons of the entire lagoo
the. lagoon and at least monthly and after m
checked should include, as a. minimum, the
Wasti; Inlet Pipes, Recvclin-
1. separation ofiolnts-
2- cracks or breaks
13. accumulation of salts- i
4. overall condition of Pi
.7 r
the herbicide must not be allowed to cmtr
the bacteria. in the la�goon that are treating -
should be made during the initial fillinZ of
or raintall and storm events. Items to ber
and Overflow Pipes —look for:

Lagoon surface--1,
1. undesirable
2. floating or I
Embankment —look I
1.
settlement, cr,
2.
side slopee stab
3.
wet or damp a
4.
erosion due to,
5'.
rodent damaze
for
etativeprowth
id debris
ang, or- "jug" holes
W
ty—slumps or bulges
is on the back slope
ck of vegetation or as a result of wave action
Larger lagoons may be subject to Ii# damager due to waver acdon caused by strong:
wiuds. 7hese waves can erode the Lagpon sidewalls, thereby weakening the lagcm dam.
A good stmd of vegetation will reduo the potential finzon e caused by wave:acdom. 1E
wave action causes serious darnage a. lag6on sidewall, t;Ltffles fir the lagooir may be
used to retluce- the wave impacts.
Any of them featu= could lead to er
any of these features, you should call
construction of waste lagoons. You r
of a wasto'discharcge. However, a pe
technical e.-mert. Any digging into a,
undertaldna:'with DotentialIy serious c
rt=rnmended by an appropriate techr
Transfer Pumps--chwl
1. recycling pumps
2. Irrigation pumps
Checic for leaks, loose fitting
gs, and ovi
no!=, or a I=ge amount of vibration,
replacement. .
NOTE: Pumping systems should be in
are not co=letely "surprised" by equi]
synem: mairftal�ce at a time when yot
safi:-.t
, 7 time should major repa�7 be req
to diink ab.out switching, repainng , or
your neighhor's lagoon is full aLso. Yc
parts or pumps -
Surface water diversion f
drainage waters (such as i
and parking lot runoff) aN
b=Ment or storage struc
coming from yourlagoon
(washing) system pipes at
Yotk should inspect your c
1. adequatcvt
2. diversion a
3. ridge berm
)n and weak=ing of the dam. If your lagoon has
appropriaie expert familiar with design and
need to provide a temporary -fix if there is 2. ftmt
nent solution should be reviewed by the
)on dam with heavy equipment is a serious
!quences and should not be conducted unless
I expert.
for proper operation of:
pump operatioil. An unusually loud or grinding-
indicat d= the pu= is in need or re= or
ected and operated . f=uently enough so that you.
tent failure. You should perform yourp i g
kgoon is at its low`16-ftl. M& will allow some
.ed. Having a. nearly fiall lagoon is notthe time
)rrowing pumps. Prob#y, if yourlagoon is M
should consider inventory of spare.
Mres are designed to carry all surf=
nfall runoff, roof drainage, gutter outlets,
y from your lagoon and other waste
ms. ne only water- that should be
that which comes from your -Rushing
the -rainfall that hits the lagoon- direcdy.
-ersion system for the following:

Identified pmblems should be corre
dwing or immediately following a I
demanine proper solutions, consult
Yofi should record the level of the I
mcor& the level again 4 to 6 hours �
give you an idea of how much your
(you must also be recording your ra
planning irrigation applications and
have an inflow problem from a surt
Lagoon from the surrounding land.
ap
Lagoon- Operation
Startup:
1. Immediately after
surfaces to avoid i
2. Fill new lagg
,00n design i
waste loading begins, ta
DrainDives into the lago
end d Che pipe to disch,-
fillin- or another means
the
4.- When possible, begin lo;
bacterial establishment (
prompt1w. it is advisable to inspea your system
r rain. technical assistanc'e is needed to
appropriale experts -
on just prior to when rain is predicted, and then
t1le rain (assumes therc is no pumping). This will
oon level will rise with a.c=tain raiafaH imount
31 for ffiis to work). Knowing this should help in
age. If your lagoon rises excessively, you may
water diversion or the= may be seepagge into the
establish a cornDlete sod cover on bare soil
ient volume at least half full of watp-- before
mm not to erode lining or bank slopes.
12
should have a flexible pipe extender on the
* near the bottom of th; fagoon during initial
slowing the incoming water to avoid erosion of
ZI
g new lagoons in the spring to m
to warmer weather).
5. It is recommended that a ew lagoon be seaded with sludge from a healffiY
worldng swine lagoon in amount of 0.2.5 perc,-rnt of the full.1agoon
g
liouid volume. M3 s should oocour at least two weelm prior to the
addition of wastewater.
6. Maintain a pmiodic check- n the lagoon liquid pR. If the pH falls below
7.0, add agn*culmral lime t the rate of I pound per 1000 cubic feet of
lagoonliquid volume ttntil the PH rise;s above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubb g, and excessive c>dor signals inadequate
biological activitv. Consul tion with a technical specialist is recommended
if these conditions occur fo prolonged periods, especially during the warm
season. r]
Loadinr.
The more fi=uently and reg -Y hat Wakewater is added to a lagoon, the betu-- the
lagoon will fu�iction. Flus� s=ys 1,mts that h waste into the lagoon s6veral times daily am
opdm= for treatment. Pit recharge syste in which one or more buildings are drained -
and recharged each day, also work well.

Practice water conserivation—minimize building water usage and
47
spillagge fipm leaking �w�aterers, broken j�ipes and washdown through
proper maintenance 2;d water conservadon.
IN�m feed
will reduce the
.. ATMMgemeEt:
and s
.pillage by k=ping f=d= adjusted. This
of solids entering the laggoon
U-3intain lagoon liquid level between the permanent storage level and
Cr
the AM temporary sto level.
Place- visible markers stakes on the lagoon bank to show the
minimum liquid level d the maximum liquid lever (Figure 2-1).
Jj
Start irrigating at the ii iest �ossible date in the spring based on
nutrient reauirements d soil moisture. so thartemporary storage
will be mammized for t0e summer thundc=rxn season. Similuly,
irrigate in the late sum er/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level hould never be closer than I foot to the lowest
point of the dam or emb ent.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are rem ving sludge.
&P CP
Locate float PUMD intak approximately 18 inches underneath the libWd
surfacc and as fai away ^ in, the drainpipe inlets as possible.
Prevent additions of bed ; g matarials� long-ste.,=ed forage orve.,getation,
molded fwd, plastic syrmiges, or other foreign materials into the -lagoon.
Frequently remove solids m catch basins at end of confinement houses or-
-wherever they are install
Maintain strict vegetation, rodent, and varmint control near lagoon edgm
1, r
Do not allow trees or lai
Remove sludge from the
full or before it fills 50 r
If animal production is to
obtainina and implementi
Pollutant discharge.
--Sludge Removal:
bushes to grow an lagoon dam or embankment
;oon either when the sludge storage capacity is-
ent of the permanent storage volume.
- terminated, the owner is responsible for
a closure plan to eliminate the possibility of a.
Rate of lagoon sludge buildup can be reduc�d by:

properlagoon sizi
mechanical solids
garavity settling of
g feed %;
Izgoon sludge that is removed
have more nutrients,
have more odor, and
require more Lind to
Removal techniques:
Ilize a custom
[on of flushed waste,
. waste solids in an appropriately designed basin, or
and spillage.
rather than stored lono, te.-7n will:
CP
use the nutrients.
Mix the sludge and lag�on liquid with a choviDer-ac-dtator imoeller
*7
-.0
pump throucrh larve bo 8 sprialder irrio-ation system onto nearby cropland;
C2
and soil incorporam.
Dewater the upper parr1of lagoon by irrigation onto nearby cropland or
forageland; mix rernai
*g sludge; pump into liquid sludge kDplic=-r, haul
and spread onto =pIand or foragreland; and soil incorporate.
Dewater the ut)= part �f lagoon bv irrigation onto nearby cropland or
forageland; dri�ge siud fr m lagoon with dragline or sludge barge; berm
e 0 0 -
an area beside lagoon !o rec4ve the sludge so that liquids can drain back
into lagoon; allow sluag to d
g ewav--, haul and spread with manure sbreader
onto cropland or forage! d; and soil incorporati.
Regardless of the method, you must ha e the sludge material an�lyzed for waste
a
constituents just as You would your lagIn water. The sludge will contain different
g
nutrient and metal �alues from the liqui 1. The application of the sludge to fields will- be
limaitzd by these nutrients as well as an previous waste applications to that field and crop
requiremenL .-Wgte application rates be discussed in detail in Chapter 3.
When r=ovina sludae, you must also �ay attendon to the liner to prevent damag
V ge. Close
attention by the pumper or drag -line o tor will ensure that the lagoon liner re=ins
intacL -If you = soil material or the thetic liner material being disturbed, you should
stop the activity immediately and not res me until you are sure that the sludge can be
removed without liner injury. If the fin is damaged it must be =aired as soon as
possiblei. I
Sludge removed from the lagoon has a Vch higher phosphorus and. heavy metal content
than liquid. Because of this it should prilbablylEe applied to land with low phosphorus
and metal levels, as indicated by a soil t t, and incorporated to reduce the chance of
erosion. Note that if the sludae is ap
pli to fields with very high soil -test phosphores, it
should be au e
plied only at rag equai to e crop removal of phosphorus, As with other
wastes, always have your lagoon sludge alyzed for its nutrient value.
The application of sludge will increase th4 amount of odor at the waste application site-
procaution should be used to observ� the wind direction and other conditions which
-ould increase the concern of neighbors. �

-Poms—ffile Causes of Lagoon
Lagoon faffum Testdt in the = ed discharge �f wastewater from the structure. T�pes
of f9l, include lea1mge th U ft the bottom or sides, overtapping, and br=h of the
u
ro
"p
Ugh te
e
d
d
0
s
darn. Aswaming proper design and con=ction, the owner has the responsibility for
CP
W L
ensuring sauerm safety. Ite=ms ich may lead to lagoon failures include:
Modification of the oon structinz—an example is the pkc=cnt,of 2pipe
C
in the dam without designandconsamcflon. (Consult an expert in
ore
lagoon dessign bef la=g any pipas in dam
Lagoon liquid levels -
Failure to inspect an(
Excess sm-face water
Liner integrity—prc
removaJ, or rupture
table. -
NOTE: If lagoon water is allowed
gullies to form. in the dam. Once d
of wastewater and possible dam fail
levels.are a safety zLsk-
maintain the dam.
into the lagoon.
from inIet-pipe scouring, damage during sludge
i lowering lagoon liquid level below groundwater
overtop the dam, the moving waterwill. soon cause
damage starts, it can cuicIdy. cause a large cu-scharge

Source
Farmstead
INE FARM W
Cause
swins produ 'an
AG
BA
4ENT ODOR CONTRIC
srro Minimize Odor
rotative or wooded buffors.
amenerided best management
iudamenr and cos i u 4 an sense
::KLJ.5T
Site Specific Practices
Animal body surfacas
Dirty manur"overed animals
floors
Hoor surfaces
Wet manure -covered floors
�od floors;
Pf W located over slatted floors;
7rers
s at high end of saffid floom:
_,9,;jj
(W-rave manure buRdup from floors.
Underfloor ventilation for drying
Manure collection pits
Urine
(41"Prequenit manure removal by flush,pic
racharge.or scraI
Ndtal m1corbial decomposition
Underfloor ventilation
Ventilation exhaust fans'.
Volatile Casa*,
)AC maintenance;
Dust
(7ff;*nt air i novement
Indoor surfaces Dust
inks
ish allay's—
recherge points
stations
Agitation of recycled lagoon
liquid whilas tanks are M ling
alvashdown. between groups of animals
Food additives;
Feeder covers;
Food delivery downspout extenders to
feeder covers
hush tank covers
Extend fill linesto near bottom of
tanks with ond-Mphon vents
Agitation during wasiewater Underfloor flush with underflo'cr
convoyanance ventilation
Agitation of recycled lagoon Extend rachard lines to near bottom of
liquid while pits are filling pits with and -siphon vents
XO�Udon dudng sump tank filling sump tank covets
and drawdown
side drain collection Agitation during wastewater
inction box" corrvoyance
of drainpipes at lagoon Agitation during wastewater
Extend discharge point of pipes
underneath lagoon liquid level
ion surfaces Vol"[@ gas arnissions
n(4-P!V4Yrar lagoon liquid capacity
Biological mWng
."act lagoon startup procedures
Agitation
NU * um surface area�xovvlumo ratio
=mum
agitation when pumping
macrianical aeration
Proven biological additives
-ion sprinkler no=doz Hign pressure agitation
on dry days with little or no wind
Wind draft
Kini urn recommondod operation pressure
1i*frcjgata
�Zz intake near lagoon liquid surtace
I Pump from second -stage lagoon
I. —November 11, 1996

torago tank of basin
Partial microbial docompozi on
I Borrom or mikilavol loading
surface
Ml�dna whilit ni ring
Tank cavery
Agitation wl�on emptying
Sa*in surface mazz of acrids
Proven bloloqic�al additives or *Adams
Sording basin surface
Partial micobial docomposid"
Extend drainpipe ouldets undarneath liquid
MWng wMe filling
level
Agitation when emptying
Remove settled "Ids rogWady
Manure. slurry or sludge
Agitation when spreading
Soil injection of W urr�/Sludqes
spreader outlets
Volatile gas emissions
Wash residual manure from spreader after use
Proven biological additives or Wdants
Uncovered manure, sJurrV
Volatile gas emissions Wile d ng
Sall infection of rJurrylaludgas
or sludge on field surfaces
Soll'incorporation within 48 houry
Spread in thin uniform layers for rapid drying
Proven biciogicok additives or o3ddents
Dead animals
Carcass decomposition
KPrcpar disposition of carcasses
Dead animal disposal
Carcass decomposition
Complete covering of carcasses In budel p[ts
pits
Proper location/consiruction of disposal pits
Incfneralors
Incomplete combustion
1
C J Secondary stack burners
.11,
Standing water around
Improper drainage
KGrade and landscape such that water drains
facilities
Nlicrobial decomposition of
away from facilities
organic matter
f --pro tracked onto public
Poorly maintained access roads
(.�46rrrt access road maintenance
r. from farm access
%dalitional Information:
Awilable F�om-
;wine Manure Managoman= 0200 Rule/BMP Packet I
Wine Production Farm Potential Odor Sources and Remedies. E
wine Producdon Faciflity Manure Management: Pit
wine Production Facility Manure Management: Undorfloor Flum
tgoon Desig and ManagarriWm for Uvestock Manuro,Ttewment
ifibration of Manure and Wastawatst Application Equipment; E
,ntrolling Odors from Swine &Adings, PIH43
vironmenral A=swRnc'Proqr*r= HPPC Manual
dons for Managing Odc;r; a report from the Swine Odor Task I
:Sance Concerns In Animal Manure Management: Odors; and F
a issues checked ( ) pertain to this operation.
)r control measures as practical.
rTify the aforemeritioned odor control Best Man
.t
Fact Sheer
-i Treatment; ESAE 128-88
;oon Treatment: EBAE 129-88
Storage; ESAE 703-83
Fact Shoat
PRO107, 1996 Conference Proceedings
NCSU-Counry Extension Center
NCSLLEAE
NCSU43AE
NCSLLRAE
NCSILLBAE
NCSLLELAE
NCSU-Swfne Extension
NC Pork Produces Assoc
NCSU Agri Canununicadorrs
Rorids Cooperudve Extension
landowner/InTegrator agrees to use sound judgment in applying
ant Practices have been reviewed with me.
X,
(Landowner Signature)
'—November 11. 18-96

A40R7-ALJ7-Y A4ANAGSpvTEN7-
(.check which
rnerhOd(.)
3ing ImPlernented)
are bL
three feet
after kn( beneath the surface Of, th
ny HOWI)WIed
ng s ge 01-the death T77e e
tearn of' Public grOund 24. hours
're 113()()
e n d. &0dy of VVa "be at- /ea. Within
r. feet- fror
render,, -Ig Plant license'
I d under c;.
Cornplete incineratIO, 706-168.7
Jn the
�fe-si case Of d
qn ead PO.1,
aPPrOved by the C�eponlyr Placing in a disposal Pit of a
Any Me - artMent. Of Agriculture.
Vererinalhod which -, I size and
rian w the
an'Ma/l. ,,, Ould rofesslon
approval of e - Make Ir-
without " P OPinlor, of the
j
the State 11in ss1bI8 the
n salvage of p., tate
Ve edr gering hum �
arian must. an or anim of a dead
be atTache a/ health.
d) (Written
-i

INSECT CONTROL
CHECKLIST FOR ANIMAL OPERATIONS
Source Cause SMP'sto Minimize Odor Site Specific Practices
(Uquid Systems)
'001
Flush Gutters: Accumulation at solldg JeHush system Is do -signed and operated
sufficiently to remove accumulated
� O;=soil ram gutterg as daitorted.
m0v4& bridging of accumulated solids at
l.n000nsand Pits Crusted Solids Q�ainxain lagoons. sarding basins and
pits where post brooding Is apparent to
minirnize the crusting of solids to a depth
of no are than 6-8 inches over more than
Y4 of surface.
-9
Excessive Vegetative Decaying vegetation k1 maintain vegetative control along banks of
Growth lagoons and-othar impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
:eeders Feed Spillage (I basign. operate ana 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 summ or, 15.30 day Interval during winter).
%ad S to rage Accumulations of food residues J Reduce maisxure accumulation within and around
Immediate perimeter of f *ad storage areas by
insuring drainago away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
produc=).
Inspect for and remove or break up aocumiatad
solids in filter strips around food storage as needed.
mal Holding Areas Accumulations of animol wastes j Eilminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals Is minimal.
Maintain f once rows and filter strips around animal
holding areas to minimize accumulations of wastes
ro.a. inspect for and remove or break up accumulated
solids as needed).
-Novernbor 11. 1936

Dry Manure Handling Accumul6donS Of animal w as Roinova spillage on a routine basis (e.g. 7.10 dsy
Systems Interval durina summer. I S-30 days interval during
winter) where manure is loaded for land appilcedon
or disposal.
Provide for adequate drainage around manure mckp&w
Irtspect for and rurnow or break up accurnulated wusaw
In Ater wa*w asmind stockpiles and manure hxxQV
anma as needed.
The issues chocked pertain to this operati6n. The landownerfirmegi2L r agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforemen-doned Insect control Best anagement Practices -have been reviewed. w*h me.
noro informadon carctact-rhe CooperadVa EXtertsion Service.
35-7613.
�Novvmber 11, 7996
(Landowner
of Entomology, Box 761 3,.Norch Caroffna Stem University. Raleigh, NO

EMEROENCY ACTION PLAN
HONE NUMBERS
DIVISION OF WATER -QUALITY (DWQ) 910 3q�s 3ROD
EMERGENCY MANAGEMNET S RVICES (EMS) olfg?
F
I(
143
SOIL -AND WATER CdNSERVA ION DISTRICT (SWCD) a% af;Le,
NATURAL RESOURCES CONSE VATION SERVICE (NRCS)
COOPERATTVE EXTERSION SER ICE (CES)
This plan wilt be implemented iri �t Uevent that wastes from your operation are leaking,
overflowing or running off site. should not wait until wastes reach surface waters
or leave you property to consi er 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 fa iliry. The following are some action Items you should
take.
T. Stop the release of wastes. l?epending on the situation, this may are may not be..
possible. Suggested responsis to some possible problems are listed belwo.
0
17-A
N
18*3
, Lagoon overflow-p
a. Add soil to berm to
b. Pump wastes zo fieli
c. Stop ail flows to the
d. Calla pumping conTj
e. Make sure no surfac
Runoff from waste a
solutions are:
icrease elevation of dam.
s at an acceptable rate.
lagoon immediately.
WaTer is entering lagoon.
on field -actions include: .
a. Immediately stop wa ication.
b. Create a temporary -Jit!eia;%P1r to contain waste.
c. Incorporate waste to (educe runoff.
d. Evaluate and eliminazq the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff oc.-urred.
Leakage from the waste �Ipes and sprinklers -action Include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to elimina
d. Repair all leaks prior to
Leakage from flush systen
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occu
d. Stop all flows in the ho
e further discharge.
restarring pumps.
. houses, solid separators -action include:
;e, f lush systems, or solid separators.
" from base or side all of lagoon. Often this is seepage as opposed
E. Leakage
to flowing leaks -possible ac io n:
ca
a; Dig a small sump or ditc from the embankmenrto catch all
seepage, put In a submers! le pump, and pump back to lagoon.
I f
b. 11' holes are caused by b rrowing animals, trap or remove animals and fill
r
holes and compact with a cl y type soil.
c. Have a professional eval ate the condition of the side walls -and lagoon,
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
3.
0
Un
�fl
7.
a. Did the waste. reach any
-b- Approximately how muc
c. Any damage notes, such
d. Did the spill leave the pr(
e. Does the spill have the p
f. Could a future rain event
g. Are potable water wells i
h. How much reached surfa
Contact appropriate agencies
a. During normal business hoi
hours, emergency number: 9'
name, -lacillry number, telepho
above, T�e exact location of tf
the spill, weather and wind co
under taken, and the seriousnE
b. If spill leaves property or er
c.- Instruct EMS to contact loc
d. Contacz CEs, phone numbe
NRCS office for advice/technic
urface waters?
was released and for what duration?
s employee injury, fish kills, or property damage?
ential to reach surface waters? -
ause the spill to reach surface waters?
danger (either on or off the property)?
� waters?
irs call your DWQ- regional office; Phone - -. After
9-733-3942. Your phone call should include: your
ie number, the details of the incident from item 2
e facility, the location or direction of movement of
iditions. The corrective measures that -have been.,''.'
ss of the sitution.
iters surface waters, call local EMS phone number.
31 Helath Department.
., - , local SWCD office phone number - -, and local
�l assistance phone number - -.
If none of the above works cafl�911 or the Sheriff's Department and explain you
s,
0�
problem to them and ask the p n to contact The proper agencies for you.
Contact the contractor of your holce to begin repair or problem to mihimize off -
site damage.
a. Contractors Name: <wm;- A4%*-epLr rogq%
b. Contractors Addresi:. C- -->gy 9 5r
- c. Contractors Phone:
Contact tlza;echnical specialist ho cer-tified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: -I�S51 -EWCS.—Le-e.
b. Phone: q(O 1?,q
Implement procedures as *adviseq by DWO and technical assistance agencies to
E
rectify the damage, repair the sy�tem, and reassess the waste managment plan To
keep problems with release of w4stes from happening again.
0
z

FO Irl
Information presented in mant
condizions with relatively new
I
change over time as equipmer
PUMD wear tends to reduce ot
no=)e wear results in art incre'
discharce —cre while decreasin
System Calibration
Za char-cs are based on average operation
ctlurer sr. Discharge rates and.applicaton ra-zes
eqru pmen U
gell-s older and components wear. In par-acular,
rating pressure and flow. With conrimied use,
se in the na=le opening which will incre-ase rhe
the werred -diameter.
You should be aware that opera
deslan will alter the application,
appliczzion uniformity. For exar
resultz in snialler droplets, great
sprinkler nc=-ie. Cloggingorno
in -Lakes or crystallization of main
below design pressure greatly re
uniformity.
ing the system differently than assumed irt the
a-ce, diameter of coverage, and subsequerdy the
pie, operating the- sys-Lem with excessive pre ' szura
r potential for drift and- accelerates wear of- the.
zies can resuir in pressure increase. Plugged
nes will reduce operating pressure. Operarzing-
luces the coverage diameter and appli�=- .
c-don
For -zAe above reason, you shouf calibrate your equipmenr on a regular basis To
ensure orcper, application ra-zes a d uniformity. Calibration at ieasr once every
z,hree yea:*3 is recommended. Cal bration involves collecting and measu,'Jng flow at
C
0
several loc=-d,ons in the applicatio area. Any number of containers car, be used zo
collec-, flo7"' and determine rdi-_ ao iicaTion rare. Rain gauges work besz
ri'ley alreac-;v have a gr2duatted scale from which to read the application amounz
WizhoLrz having to perforni addizio at calculations-. However, pans, piestc budkers,
jars, or amrhing with a uniform 0 ening and cross-section can be used provided
61 e licuid Coilec:ed can be easily T, ns-' rred to a scaled, container for mazsLaing.
For sze-donary sprinklers, collection
LhroughoL7tahe application area at!
guns, sprt:,-..k!ers should be located;
Qf-pull. Se-t.-ou-ccollectionconzaine
sides of zhe cun carr. You should
nonuniform zy or the application. C
of r-nore than 330 percent is ca'use fc
dealer or tec.hnical specialisr for ass
containers should be located randorniy
everal distances from sprinklers. For—iiaveUng
long a transecr. perpendicular to the direc-don
s 25 feet aparr along the Transec-, on bct,'i
mpute 'the average application rate Tor all
a windless- day, variation berween conminerz
concern. You. should contact your irrigation
tance.
*Repnr. red for C&—�.Icjrron rrallwhg for OP&Wrionslof Animil WO.V421 A4ZnJ9eMenf'SyXT8raS AlOnual

Landowner/Operator Name:
Addresst
Telephone, ,
TABLE I - Field Specifications
L r) r r 0-7 C " e? 4 %
�104 I
IRRIGATION SYSTEM DESIGN PARAMETER&
7/5 CA6," Srwrcr-
rfl-) Z.Tf-
County: I.,),
Date: LILy
EXT-UBrr D-1
Fleldl
Number
Approximate
malbuUng
Useahle She
of Flttd2
(acivs)
Boll Type
Slope
Maximum
Application
Rat.3
(In/hr)
madnitun
Application
per Irdgatlon
Cycl.3
(inches)
Comments
A-3 L11
_&�,CMWOA& /1-14-1
Q.4 CRAX11
—A .3
P-z
9&7-.Wa& A' -Y
ISee attached map.
2Total field aarcage minits irequii-ed bufficr areas.
3Reler to N. C. Irrigation Guide. Field Ofirice Teclufical Guide, Section 11 G. Annual application must not excecd ilic rgronoinic rates for [lie soil and crop uscd.
NRCS, NC
:996

RXIMIT D-2
TABLE 2 - Traveling Irrigation Gun ScHings
Make, Model and Type of Eq,uipment: I 5-W
A; - 4 30 7LA , P- , r, P, J? x /j, z-, "V, a V-- Z
Field Not
and
I lydrent No2
Travel
Speed
(Whibi)
Application TRAVELIANE
RAle Efreadva Emclive
(inAtr) Width (a) Length (A)
Wetted
Diamder
(Jecl)
EQUIPMEWSUnNOS
Nozzle Operalint Operlding
Dianieler Prewre PMMIro Are
61bdum) 0 01111 (134) (4 Reel PA11�4n.%3
Culklonents
7-
,?,v Z I to
/,Poo
7.7o
.97
7sO
91P
-?6y!>
Y. & 14
Z
7.62
3'y Z A&
146g), 1
2
j Y'7
7111i:
J/ --,9 ::tc
--T
1.03
PI Zbfp
9.?w 1
Z
.27
Re, -
Y. Z7 A,.
Z.01
jq 2400
-ft
Z16
97
'70
7040 .
4�0? 41
./.fs
!r4 A00
szg:�
Z 9ep.
.97
70
Pff
/ Ir'O ,
/' '44
/-!�s
T.srr
..f & /Ito
2ey
Z 9g)
97
7D
/'VO - I
-
T&RD I - 4P A
1.2 Z
011 21t,
i�oa
Z?Z)
J7
70
Too*
Z' 19
/-&a
/0 917-
V&
�va
Z?O
97
70
Z. 10 J.4 C.-
-r1r7JV
I-
�1. ilia
VIO
Z F'CO
77
7da
-4e.
Z 7,vl? A
I See n1lached map.
2Shaw $cparaje clilries ror ench Itydranj locnijon in each field.
3Use the following ittibrcAntions ror various arc patteniv. F (rull circle). TQ (11wee quarters), TT (t%yo thirds). 11 (half circle). T (onc third). Q (nna quarler).
May olso use degrms or tire.
r- -s ' NC
IK 1996

M-UBrr D-3
TABLE 3 - Solid Set frrigation Guh Sett logs
Make, Model and Type of Equipment:
Field Not
and
Line Na2
Number of
Hydrants
Welled
Diameter
freell
Hydrant Spacing (Q)
Along Between
Pipeline Pipelines
Application
Rate
(In/h!)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
(inches) 0 Gun (psi) !Ydnint Q!!2
Comments
ISce attached map.
2Show separate entries for each pipeline with hydrants in ead% field.
NRCS. NC
Jl� 1996

TABLE 4 - freiguflaiiSys(eniSliceiricatioits
Traveling
Irrigation Gu
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
perating Pressure at Pump (psi)
Design Precipliallon Rate Qn1hr)
I lose Length (reel)
Moo
xxxxxxxx
Type of Speed Compensation
Ase-OVA.-ip"L
xxxxxxxx
Pump Type (PTO, Englnej Electric)
'C1V&0Aj& I
Pump Power Requirement (hp)
N. TABLE 5 - Thnist Block Specifications I
Designer may Provide thrust block details an separate ShceL
LOCATION
THRUST BLOCK
AREA (sq. 111.)
900 Bend
Al. V
Dead End
3.z) 3
Tee
Z'/Z
I See USDA-NRCS Field OfficeTechnical Guide. Secl ion IV, Pract ice Code 4 30-DD.
Waffffl` D4
NRCS. NC
W( 1996

IRRIGATION SYSTEM DESIGNER
Name: A4,CAPO AVIM Warfr..j
Company: A44., tpv r
hm,&.r,
Address: PO. $-- 7J9 —Asir ZY'Vff
Phone -
IN
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs.
I -
2.
3.
4.
S.
6.
7.
A scale drawing of [he proposed irrigation system which includes hydrant loutiorts, travel lanes. pipeline routes. thrust block locations and buffer areas where applicable.
Assmptions and computations for determining total dynamic head and horsepower requirements.
Computations used to determine all mainline and lateral pipe sizes.
Sources otWor calculations used for determining application rates.
Coinputations used, to delenifine lite size of thrust blocks and illustrations of all 11wist block configurations required in the system.
Wnufactorer's specirications ror the irrigation punip, traveler and sprinkler(s).
Woufaclurces speciricaiions for the irrigation pipe and/or USDA-NKS standard for
EXI allrr D-S
8. The inronnation retl�jrcd bylhis form are fliciiiiiiiniu:iircqtiireikiestis. It is the respousibilily of the desigocr to consider all rcicvajit factors at a purl icular site and addressthem as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval ofthe designer.
NOTE: Abufferstrip_AS feet wide or wider must bc maininined betwcen like limits of Ilia iffigatioii sysicsn wid till rwreoubd
streams and surface w4lers per NC Statutes,
NRCS. NC
Jq( 1996

IM
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designe4l with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings, The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be install A as indicated on the drawings. Air vents will consist
of using a 4" x 4" x 2" Schedule 30 tee and 2" Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter) with an AV150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in e plan. The design of this system requires the use of a
.97" ring nozzle in the gun. Eact pull has a specific are setting and travel speed which
must be used to achieve the desir,-d application. This information is given in detail on
page 2 of this design. A detail ofthe hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4" x 30' alluminum. A pressure gauge should be
installed on the discharge side of e pump where it can be'seen during startup of the
system.
SYSTEM START UP AND OP RATION
When setting up the reel, make st re it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission, Pull out the hose at a speed
not to exceed 3mph. Engage tran ;mission before disengaging the brake. Prime the pump
and start engine at idle, Operate engine in a manner not to exceed 50 psi until a solid
strewn of water is exiting the gun. air is out of the line and pressure is slowly building on
the gauge, Increase rpm.'s slowly until desired pressure is achieved. Set all "Murphy"
safety switches to insure immediae shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the t :,me a run will be completed — but, make it a practice to
idle the system down instead of r( lying on the safety timer. Check all safety switches on
the reel after each start -up to inst re proper operation. Read and review the
manufacturers operator manuals I )r additional details on start-up procedures, Grower
should walk the entire pipeline pe&dically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexi* hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out h4se at least half way to purge enough water to protect
from freezing. Wind hose back o#to reel and replace drain plug.

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BI'G GUN® PEg
CE
TABLES
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'240
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..,.. � ,'•'..� ' ,;: �f'� -•: •'! `�y
-., +. .
'L� 1
100,SERIES BIG ^i TRAJECTORY".-y
GUNS
.�+{' .a.
40100 T TAPER BORE NOZZLES iLS. UNITS
PSI
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Nai_ r
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GPN CIA.
ka•_ir
'33'
GPM 41A
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6
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GAM OfA
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40
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191•
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68
273•
76
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91
230'
103 240'
114
250'
F13NI256'
t52
P62•
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50
2:5'
54 IIS•
74
225'
67
225'
too
243'
113 256'
130
263'
163
2%,
704 3C0•
60
S3
215'
Tb 22r
ai
240'
96
230,
110
260'
125 270'
IA3
260'
32
295'
224 316•
70
60
2_3'
TS 234'
6a
250'
103
253'
120
275'
136 283,
153
295'
177
3:2'
117
310'
243 33a'
60
64
235'
79 244'
$4.
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273•
120
293'
14a 29S•
lea
305•
169
3:;•
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=:
258 354,
90
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245'
a3 236•
100
270'
111
263'
135
295'
155 US'
175
315•
201
32:'
1247
2T3
3;1'
274 362'
100
72
2S5'
87 266'
106•
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I23
297
143
305'
103 315'
18S
325',
212
336•
233
3a5'
2e9 372
110
75
25S' 1
92 276
111
290'
129
30,
150
315 I
111 3241
10
333•
222
3",
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304 390'
'AviAsb4 ordy with
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129
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96
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110
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123
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141
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164
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143 280•
70
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104
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135
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111
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127
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745
285'
103
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173
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149
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153
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255
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182 a'
225
325'
275
345•
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365•
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197
245
340'
29S
360• "�"
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413
395'
90
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210
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353'
315
373'
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175 �. fur 77
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27.5
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33S
390' .:�
.: 4C3
410'
475
425'
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310'
185 370'
275 3'
290
375,
35S
400,
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370
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320
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91
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60
110
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142
225
313•
273
333,
33C
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365
363'
70
120
270•
155 .�L 290'
197
31
243
330'
293
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121
230•
165 300'
210
3
290
340•
375
360,
39
317 1
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90
135
200'
175 ,:'.31n::_
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350'
33S
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143
300'
TO 320'
235
340
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335
300•
425
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415'
110
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193 " 337.
247
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370
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445
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1'200'!�ERIES BIG GUNS -- 270 TRADE ORY'•. '
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60
250
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283 355'
330
373'
445
410'
3TS
430'
S65
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69S
470
625
493'
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270
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555
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630
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660
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340
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790
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300
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70'
410
390,
470
405'
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365 390'
445
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31S
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453'
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270
353•
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535
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377
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513
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-Specifications-
30A P4RFORMANCE GUIDE
r
(172) 30A X 1060- WATER-RE4
PERFORMANCE
Inches DepM of Applicallon
320,
Ralson
sprffwjr
$Y:I
lin B.11692(ad
Travel Speed - Feet Per Houf
offrot
SA150
Fort annance
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40
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75
1 IM
1 123
150
12.-0
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1.2
1.0
0.8
0.5
0.4
0.3
0.2
0.1
1 0.27
Fling
60
110
M
8 186 X I M
1.2
1.0
0.7
0.5
0.4
0.3
0.2
0.1
0.25
or X
70
120
250
9 196 X 1098
1.3
1.0
0.7
0.5
0.4
0.3
02
0.1
0.20
Taper
80
120
290
1 1 203 x 1102
1.3
1.1
0.7
0.5
0.4
0.4
0.2
0.1
0.25
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50
130
270
so tag X 1095
1.4
1.2
0.8
1 0.6
0.5
0.4
0.2
0.1
0.30
Ring
60
143
205
94 200 X 1100
1.5
1.2
0.8
0.5
0.5
0.4
0.2
0.2
0.29
or X
70
155
300
Ica 210 X 1105
1.6
1.2
0.8
0.8
0.5
0.4
0.2
9.2
0.29
Taper
so
165
310
lu 217 x 1109
1.5
1.3
0.9
0.6
0.5
0.4
0.3
0,2
0.29
1.0;r
50
182
300
Ica 210 x 1105
1.8
1.5
1.0
0.7
'0-8
0.5
0.3
D-2
0. 34
Ring
70
197
310
124 217 X 1109
1.9
1.5
1.0
0.8
0.6
0.5
0.3
0.2
0.34
or X
so
210
320
139 224 X 1112
2.0
1.5
1.1
0.8
0.6
0.5
0.3
0.2
0.34
Taper
90
223 1
330 1
155 231 x 1116
2.0 1
1.6
1.1
0.8
0.7
0.5
0.3
0.2
0.34
I.lr
50
205
300
107 210 X 110S
2.1
1.6
1.1
0.8
0.7
0.5
0.3
0.21
0.31
Fling
60
225
315
126 221 x 1110
2.1
1.7
1.1
0.9
0.7
0.6
0.3
0.2
0.38
or l.Cr
70
245
330
146 231 X 1116
2.2
1.3
1.2
0.9
0.7
0.6
0.4
0.2
0.34
Taper
so 1
250
340
183 238 x 1119
2.3
1.8
11.2 1
0.9 1
0.7
0.6
0.4
0.2
0.36
I zr
5
0
255
32
131 224 X 1712
2.4
1.9
1.3
1.0
0.8
0.6
0.4
0.2
1
0.42
Ring.
60
J
275
33 so 1
151 253 x 1117
2.5
2. 0
1.3
1.0
0.2
0.41
1
Taper
Hours For 11 000 Feat of Travel:
2.4
20.0
1.3.31
10.0
-a
s-,
4-a
z-5
L -1
System Inlet pressure shown abo,
"Area covered mayvary depending
The average area covered per run
The precipitation rate 13 In Inches
The 'System Inlet Pressure' Is the
allowances for the traveler plumbi
It does not Include any pressure a
..pfG33Uf6 1033.
IMPORTANT? Turbine drives will
and are not recom
For speeds above
Follow the be
Lowest ipeod pulli
Medium speed pul
Hlgh@St speed pull
NOTE: Specifications are subject
9 Is for Turbine Drives. Engine Drives will be approx 10 PSI lower.
on wind conditions, field dimen3lon3 and use of unspecified sprinklers,
s 5 acres.
)or hour and Is based an a sprinkler arc of 320 degrees
)ros3urs required at the traveler Inlet. It Includes
ig and drive, PE tube and sprinkler pressure.
lowances for field elevation or mainline
ave higher pressure losses at higher RPM
ended for travel speeds above 250 feet per hour.
50 FL per hour Us@ an Engine Drive.
pulley selectiona below.
Is: Up to 75 feet per hour.
ys: From 75 to 125 feet per hour.
(3- From 125 to 250 feet per hour,
change without notice.
Turbine
TA 1.
ITW
413earbox
P21 507-0138-0

isco
no
O
ERKELEY PU M PS
TYP "B" RATING CURVES
ENGINE DRIVE
Cal*' usleftej C.I. rqdLm*. Aromme. H-te63
t-F.4-t 1601011AI C-1- POILM46 LI*9A6bff. L-3011a OF46 I 3-I/2" PULL
j ...... Wo&Ktma Pmessunr 727 PSI I
'CURVE 4117
DATE 3-1.88
PAGE 2.02
SUPERSEDES
C;xie 411 - Page 2.0
Cal.ed 4. 1 - aS
VARIOUS ILP.bL 4"M
or
Zc
77—
T
Httf.:
. ........ ..........
.......
.... .... . ... . .
JJ.
Im U
. ... .....
2 tCC4 RPM
J:
.... ... . ...... ..
'cr Rpm
.... . .....
. .......
..
...... . ......
..
...
w.
.......
...
. . .....
.........
.........
.
4-r--
c W = 300 400 %-o b00 lco 800 9W 1000 1-00 1200
M PACrrT IN U.S. OAUCHS PER MINUTE
C—M4? T-2s194 svv"9@t$ C-71;43 01100 0-27-7f Date 3-29-72 -MODEL 83JQBM
COW Uo1e#144 C.1, Ps"'MIL H-119 w me. M-1939 VARIOUS ILPAL on"
11••1p.4911 1AM-da1 C.I. PGIL114 "4& M-4821 Or.. T0-T/16" ruL% t t L'_ -w kip% -Vw d
?Ajz3p.qjp. WORNING Pmcssuat 2% Psi 713 wtO
..
......... .. .
. . .....
......
... .. ....
.. ....... .
7*1
........ ..... .........
7 4- .. .. ...M.
7,
m
...........
*11, . ..... ...... ..... ...
roW Z.
Ll L
c ICO We 3w 400 Kc 6co 71 a Soo aco c'm
30
20 t
0
DILI
CIS

JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
MODEL
NET�ONTJNLIOLIS
HQRSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1,900
2000
2100
2200
2400
40390
52
54
57
61
62
65
67
67
.357 1800
4045D
58
61
4
64
66
67
71
71
74
.347 0 1800
4039T
69
73
76
6
79
82
84
85
88
.3400 1800
60590
76
so
834]
. 1 87
1 90
93
96
100
.3550 0 1800
4045T
81
84
88
90
92
93
94
96
.342 0 1800
6068D
86
91
95
99
102
106
108
111
-Vs 111 1800
6059T
101
107
112
1117
121
125
128
135
.3361: 1800
6068T
122
128
132
137
141
142
144
145
.344 Z 1800
6081 T
158
164
170
1170
170
170
170
—
.3500 1800
608 1 A-21 5
198
206
215
�15
215
215
215
33 2 C 1600
6081 A-235
218
226
235
65
235
235
235
.3350 1800
6101A
258
262
263
�63
263
263
—
.334 0 1600
6101H
288
295
302
i0s
306 1 1
305
- - 329 C 16=00
1. NET CONTINUOUS HORSE
if equipped.
2. LOWEST FUEL CONSUMPTION
0
Gallons/hour
rating includes fan, air cleaner, and muffler,
In (b1hp-hr:
Actual hp x lb/hp-hr
7.076
DERAT ING:
N.A. engines ("D" suffix):
Temperature - 1.5% per 1 �OOF above 770 F;
Attitude -'3% per 1000 ; '
Turbocharged engines ("r,'"A" & "H" suffix):
Temperature - 1/2% per 00 F above 77* F;
Altitude - 1/2% per 1000 FFT
6-7
0

A6A V.lw. s�. L
M+P Adwr$r-
s.4d So
S I:r r Rr v s 1.- 1%T-
(s.�
S..W lc 9D
ii
+J
J0 e-.Vtf
{�.��'J.TiC rA � j •
saz..�w1c. Kc L�+•�
4 A 1 �r���� 1-,^-1 proms Ar, JJ "�

A
Diamond ASTM 0-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimenslor s
=2=2107
A
0.0.
C
Size
GasketRace
Soc.ket0ep
2
a. 166
4.500
2 I/t
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
0-2241 Pipe 01mensions
Minimum Wall Thickness
0� t 783
Son I) SOR-21
SoXZ5
SOR,325
Sandi
;,tw
CO
sch go
2 ts Psi loo Psi
160 PSF
125 PSI
=PSI
'/1
.840
.109
C52
1/.
1.050
Ila
060
1.315
.133
063
IA
1.660
.140
079
.064
.056
J-900
les
090
.073
.058
2.375
.154
113
.091
.073
Vi
2.875
203
137
.110
.088
J. 500
.216
167
.135
.108
4.500
.237
214
T73
.138
110
5.5153
.258
265
.214
171
136
6.625
.280
316
.255
204
16?
8.625
.322
t 10
.332
265
210
JDJ50
.365
511
.413
.331
262
50
.406
606
.490
.392
.311
rnond's IPS Pressure -Rated PVC Pipe couptsst
!ts the -requirements of ASTM 0.3139
Diamond
Gasket Specifications
1. G asket con (!qUratiOA 10C�S 92Sket in place a n d
prevents lishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamor.d ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Oimen'sions
s'. CA . ....................
T
L
pipe
A
8
D
Size
SVCkVl
Diaincter
21
4
4
1 N
7/1
fr_
13/16
I r.
6 7/3
10 1/8
10,
5 31,
7 1 r_
12 1/2
13,
6
S 114
14 1 flit
Short Form
-ition (o r D i i ill o n d
S p e c if i c.
PY C Irrigation Pipe
ASTAl-D'-7241.SD*r%,'1,31.5,26,or2I
Diamond PVC irrigation Pipe shall be nudc of
cnioliounds conformirm, to ASTNI D17U4 wi(ji a
cell classiric2iion at Divound PVC
Irrigu(ion Pipe must anz.-I all the dioicnsional.
cheinicai, and physic,.[ icquir.-ments as outlined
in ASTM D2741. -Axacx. ANSUASAE S376.1.
uoU SCS 430-DE), and will be supplied in 20 rcju(
layint; lengths.
Oleo foe avallat.hly

PECIFICATIONS DATA
Diamonc ;PS pressure -I PVC1
P,,pe 2'
i-�rovcn 12-
!s made of con,-p .Inc:s
on orining
10 fllcia-fia-
-?"
repufremeous of -'. S.
241 111
�pe
ac!,cr-ance
e.-gh ASTM 01754 7-ia
SI zes
(41"
'.2") are rnne wi;n. at,. integral
0-=!! v.—c-
-v'illizes a cas�-.::- :C' seating
ir.
accctcanCz.-
the requor5:7..-':-.:s
0( ASTM
F,: 7 7 sockets lot s,',,veni (
-Menting
rne feq wremems se: Icr:i
'n ASTM
02572
Diarnonc IPS
pr-=ssure-raiec F-.-r pipe
neels at.,
(he
cne-inica- a-c
hysicii,
as ouilinec or. A*S7,1v! D22
I
Eac.", alic Viall ve ce-i'lle-C to
acibiaie
'or
L) r iz
:,,f I-Isenic'M %R'; f
- fflls(TtF%�
woricani :s -'o
oe used m ine c:nisip pf
pf L ess
Damonc ;1PS
I
pressufe-jaieu :ne is su
pheo if"
PROPERTIES OF PVC 12454.8 (1120)
Properly
AISTM Minimum
Test
Spe.--:Ijc Gravity
'1) 7 9 2 1 40
Tenve Strength. p,�.
0 6is 11.000
Ten-:-e ir-elodulus. ps;
-) 636 "Co ON
!7or". Impac! Sirer-c-
0 256
1b /in
AS7.1,11 T.EST
C--; Sulluric ACoc
;j3
Bys Flotation at
5 c: - 2 ' C
"na:;Ce in We.z:--! L!
Z:hange in 'Fie, iu 5 N
Oil No 3 30-
it! 23" C
--r-ance III We:c!.:

INSTALLATION 1<
0
Jiatnond Agricultur3l PVC Pipe should be as embled and
installed with uniform and continuous suppon from a firm
base in accordance with the installation procedures provided
in ASTM D2-' 52 1, and the Installaiion Guidefor PVC Wale
Pipe (a "pockec-sized" edition is available froth your
repr.-sentativ e or from Diamond Plastics Corpora�ion.)
Embedment materials are to be in accordano with soil
classifications listed under Unified Soil C sification
&I 02437.and ASTM D2438.
System, ASTI I is
Te assemble. clean mating surfaces of the bell, �pigot, and
Casket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
referenc: mark. Also, apply lubricant to the contact surface
of the -askal.
a
With the pipe in Straight alignment, push the s igot into
(lie bell up to the insertion line. If a pry bar is used to
lipply fOrC--. th:: Dipe should be protected by placir S- a bbard
between the bc- aid the pipe.
If normal ror-t doe" not complete the joint, disass
Join( and excrnine the parts to make ce;;ian they
_obs;ruc.1-ons. Visually inspect theconiplete.djoini
�e ,ask-.t h--s not betn dislodged.
0
nble the
- free of
o insure
Tiole S.
APPROXEMAT. E (WIDE FOR ESTIMATED RAS(;E QF OCI;
()F Cc)mPAC-; io.%; VERSUS EMBEDMENT CLASS AND -NIE r
OF Pt�AC7.%JENT AS PERCENT Of STA.NDAAD PROCT)j
OESSITY OR RELATIVE DESSITY,
FOR CRANCLAR. MATERIALS IN FARF-%;TJIESIS--
REE
CLASS OP EMBEDMENT
I
I I
AtATrXIAL. U&SCILIMaV
C.-andw
INdvocroor
U-44 "a
f6wGisin
i4mmat
soft I C104
SIN-11
Sods
tv
I Fa
640
1.- 4 V1 401
S(30 c4AW�W44 %Ic�%W'
Kc
m-a W-Pet
95-act;
91 Ica
ft too
MIPS,
4"!
08141
SIM
(06
tX I.
91.
go 9!
14IJ-&h
W hC
140 M
(^jj
(4) nil
49. up
SUFL, SIPIL
III,
I
I
C,... I J-4s,
ba .t .. H It- . I It? 16 . ..... ...
clue II I.J." CW
44A
jr., 0. IM --4.—
l 1
1
red-
SW
'Ne'll t'.kj.-d. .4 r..Ur —d'. 6.1, N", .4
9.4ft. P—s 06 1 N—# U— A. 91% ..—j P- 'M.— I't,
So-
F-1, pk4 —1 L.1, M— .- UK
fi-L. I-.. — �. � .1% — 21-1 — ('L-
CI... let C.M
cc
C14,w,
3.
JAY ..Q% —j-.11 Urq j
VI.- Iv S-t. 161L
10-6.4 10%
IN. Z" L-1-0 16— SA F...
I—'—r S4� — — — .-� �
Faws " IrA M N.- —
ck
P
qtq. I—I.I. t­j
3f.w.'
-
r1j.- v 9—t. (L
W.--, L.—J
'to
ni
I
rr I
I'M
S� ve .* 4,r-pep i.,AJTM V IIII. geova L. CL— 1 —9 .�. . 44-1 . �SrO IN
t. .—OW4 — A TM U 146Y.U. 0. 3-6 1— N- M1 1-t
1k. .~4~ ." ASnJ U ltiy.'b�k .� r. . 1:% P.—I P-1
91.40rc";.- th. . —, rhNNW*rF;Q dcl... 4 #.4 Ca.. III
The haunching area is mos. irr;orlmt to the �uppori of
PVC pipe. For good suppors. t"he haunching -.rc3 shou Id bc
compacted to the den;iii.-s given in (he' Long 1'erni
Deflection hart.
Figure 2

LOSS' IN POLYETHYLLE'�E HOSE
FRICTION I.
- - . I :LIKE IRR16ATION HOSE (VATH)
I LOSS PER loo FltET POLYETH1.
FRICTIO 50 40
....... 62 75 63
135 125 .20 lio 90 2.1 1.60 1,30
2.7 2-5
IXS.
1.1 3.1
EAL/ 10 2.1 6.6
Kim. 20 1.4 4.0 11.2
30 6.0 16.9
40 2.1
1.2 2.7 e.4
60 1.0 1.6 3.9 Il.i
1.3 2.0 43 14.4
70 6.1
so 1.6 2.5
90 1.9 3.0 7.5
100 1.3 2.3 3 61.1 a. 9
110 1.6 1.7 4:23 lo.i
120 0.7 1.8 3.1 43
130 2.1 3.6 5,6
140 0.0 4.1 6.4
19 03 2.4 4.6 7.2
160 1.0 2.7 1) 8.1
1.2 3.0 5.2
170 0 9 1.3 3.4 5.7
1 .60 1 0 1.4 3.7 6.3 917
0.7 111 1.6 4.1 7.0
200 7.6
2io t.1 1,2 id 4.5 8.3
220 1.0 1.3 1.9 9.0
23 0 1.1 1. 4 2.1 5.8
1.2 1.5 2.2 5.7
240 1.6 2.4 6.2
1. 2.6 6.6
250 1.0 1.4 2.8 7.1
270 1.0 1.5 1.
260 1.1 1.6 2. 3.0
r. 0 1.2 1.7 2. 3.2 8,1
300 1.2 -1.8 2. 3.4 8.6
310, 1., 1.? 2. 3.6 9,2
320' 114 2.0 i. " 3.8
mo 1.5 2.2 2. 4.0
340 1.6 2.3 2. 4.2
3�vo 1.7 2.4 3. - 4.5
360 1.7 2.5 3. 4.7
370 1.8 2.7 3. 4.9
380 1.? 2.8 5.2
3?0 2.0 217 515
400 2.1 3.1 3. 5.7
420 2.3 3.4 4. 6.3
4 0 2.5 3.7 4. 6.8
460 2.7 4.0 5. 7.4
480 3.0 4.3 5.4 6.0
500 3,2 4,6 5.8

-10-
wj
FRICTION L
TN ALUM," & pvc PIPE
SIj,TjaX M'S ??'. WOO Rfl
Y COLM
In.
CAL/ 10
0.1
20
0-5
off
30
1.1
4.2
40
1.?
0.3
7
0.4
0.1
4.1
0.6
0.1
70
5.4
o,S
0.2
0
- -
1.0
0.2
co
4
1.2
o
00:1
,
0:54..
1.7
0,4.
0.1
0 t-
-
o'q
o.!
0 1
2.4
0..
0 7
. -
0
2.7
0.7
0-2
0 1
go
3.1
0-e
0.1
0 1
1 ;-4
o'?
o..-
0 1
170
3.7
1.0
0.5
0.1
-
4.3
4.1
0.4
0.
4.8
0.4
014
0.
20
1.4
0. oc
.0.
220
1.5
0.15
0.1
1.7
o.e
0.
:
0.1
'o-1
j..8
M
� ,
ZSo
j.o
o.7
0.
0.1
20
2;1
0.7
0.
0-1
4.3
Q's
0.1
2SA
2.4
0.8
0-.3
0
2--Q
2;6
0.?
0.4
0.1
Y.4
2.7
0,?
0.4
0.1
310"
'L 9
1.0
o..4
0.1
--o
3.1
1.0
0.4
0-1
3.3
1.1
0.5
0.1
3.5
I.z
0.5
0.1
-,64
3.8
113
0 "
0.1
710
4.0-- 1.4
0:
0.1
U 0
1.4
0.6
0.1
4.5
1.5
0-6
0.2
4 .1
1,� . 0.6
0.2
0.7
0.2
1.7
0.8
0.2
4io
2.0
0.8
0.2-
4 Z-0
2.2
0.7
0.2
2.1
1.0
0.2
5 rill
F.S.1-
FRICTIOX LOSS FER IC'l F27'
pvc iRmATIOX PIPE
116,
10
20
0-1
0.1
4.0
1.4
0-2
0.3
0.1
60
2.7
0.4
0-1
70
3-9
0.5
0.1
20
S.o
0.7
0.2
co
0.9
0.2
Q-!
I C-0
1 0
0.3
0.
Ho
1:2
O.Y
0.1
1 120
1.5
01,
M
IN
1.7
0,4
o"
ILO
1.7
o.i
o.;
I!o
2.2
2.5
0.5
016
0. A.
0*2
0 . I
2.8
0.7
0.2
Q.!
'o
33
0.0
lio
-0.8
0.5
3.7
0.1
0-3
7!Q
4.1
1.0
0.3
220
lei
0.4.
5.3
1.1
0.1
0.4
0.,
0.1
2;0
- -
1.4
0. 5
0.2
2!4
1.5
0.5
0.1
20
- .
1.6
0.5
Q-2
2-10
Z
1-7
O'S
0.1
2SO
0.3
0.1
30
-
2.1-
0.7
0.7
0,4
0.3
0.1
0.1
310
-
2.2
0.7
0.5
0 - 1
31.)
.r.
2:3 -
M
0-3
0-1
.0
2.5
0-3
0-3
0-1
2.6.
0-4
0-1
rt
0.4
0.1
2.7
1-0
0-4
T11 0
3.0
1.0
0.4
0-1
3.2
1-1
0-4
0-1
Zzo
3.1
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0.1
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1.6
1.2
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0.1
420
4.0
1.3
Q.s
0.1
A-40
4.3
1.5
0.6
0.1
4.7
1.6
0.6
0.2
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5.0
1.7
0-7
0-?
5e..)

be fabricated in almost
any configuration. Sorre epoxy coated fittings
include stacks and hyd-ants
as an integral part of the fitting.
Occasionally it may be
necessary to connect PVC plastic pipe to steel
or CA pipe. This Conn
ction can be made with a coupling called a
transition or repair c
upling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is
required for gasket pipe. Most thrust blocks
will be concrete.. Manufacturers
recommended thrust blocks at any
change in direction greater
than 100. Figure 1,gives an example of
dififerent arrangements
for thrust b-locks.
WE
0 1
�Lvlln
at-wJT(L
Figure 1 Example of diff rent arrangernents for thru7t blocks.
0 i
J.'.
3-
21

L
wiaure 2. Anchorage 61ocks,
for in
-line valves.
Table I Is the forces encount
red at end plugs. to
calculate'
forces encount-ered at bends, tees and
wyes, multiply the
figure in
Table I by Che factors given in Table
2.
Table
1. Thr:ust
W at- End
Plugs
Thrust
in lbs. for t st pressur in psi.
Pipe Diameter
100 PSI
150 PSI
206' PSI
250 PSI
(inches)
295
440
590
740
2
455
680
910
1140
V1
660
990
132'0
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6-4 9 (r 9740
13,OCO
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16.
26,600
39,800
-53,100
66,400
-6-

U
Tabl e 2. c tori for Calculating Thrust 14 for
Z .
E I ows arrd' Tees.
E 60%YS 9-0 0 .1 .41
0
60 1.00'
450 0. 76
300 0.52
..,--o - I'A.
-22 0.39
Tees = 0.70 Z—
Ta6ie 3.gives the fe bearing' load for different soil types.
Tabit 3. Safe Be"a'rinq Load
S( il I b/f t2
Mulch, pqt
and similar 0
S 0 C I ay
1000
Sand
2000
Sand and ravel 300b
Sa nd and ravel cemented
wit-h cla
4000
Hard she]
10,000
Thrust block area(f�t
V Thrust (Table I & Table 2)
I Soi I bearing streng—tFTable 31
In placing concrete thrust
blocks, check with the manufacturer 01 the
pipe biing used to ensure
hat the correct size thrust blocks are
being used.
There are a nunj6er of
machines that can be used to prepare- the
t�6ch for PVC plastic pi p
Soil types, moisture content, depth of
trench required and type an
diameter of pipe must be considered.
Generally cha*ln trenches, w eel trenches, - backhoe.s , or vibrating plows
wi I I be usea for trench pre
aration. The vibrat"Ing plow can only be
used for solvent weld PVC p
pe and generally is limited to the smaller
diameter of pipe. Under mo
t: conditions the chain- trencher or wheel
trencher -will be faster tha
the backhoe. Where wide trenches for large
pipe are required, the back
oe will be most satisfactory. If soil
condi tions permit, long str
tches of open trench will expedite pipe
'
installation. However, if
ain is forecast the pipe should be installed
and the trench backfilled.
To avoid sharp turns in the I ine at obstructions,
..jits of curvature of the pipe.
trenches should be curved wilth'in li- I
-7-

Assuming proper conditioas to ply wastewithin hydraulic rates of the soils and
agronomic rates of the crops the following guide should be used in proper growth stage
intervalp nf the. cronig tA fillfill th 4rnorronomir. renijin-metntq
Assuming a .97 in ring nozzle w*h SRI 50 gun at 70 psi at the reel = 15 5 gpm
Assuming a conservative avera waste analysis of around 2.5 lbs. I 000/gal the
following information should be ased as a guide if and only if the waste does not exceed
SIVIALL GRArN-OS 2.0 COVERED ACRE OF PIU-11"11PER YEAR
BERMUDA RAY 1115 HRS/PER COVERED ACRE OF PULUPER YEAR
SUNRVER ANNUAL 3.1 HRS/PER COVERED ACRE OF PULL/PER YEAWjr---
CORN 3. ffRS/PER COVERED ACRE OF KUPER VFAR
SOYBEANS 3.1 HRS/PER COVERED ACRE OF PULUPER YEAR
I
VffNTER ANNUAL 3. BRS/PER COVERED ACRE OF PULLIPER YEAR
THIS PROTOCAL FOR APPLICATION EVENTS SHOULD ONLY BE USED AS
A GUME TO PREVENT OVER -APPLICATION. THE ACTUAL HOUR
DETERMINATIONS WILL COME FROM ON SITE CALCULATIONS OF THE
IRR-2 FORMS. I

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Er l`4��j•�9 `�. .. `�S'�li iJ.:.F•,S'•i.' f 'q .. IrY 1��, f v ���, 1 ,

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC 1SA 8F.0201
Facility/Farin Name: vA
ty:
Permit #: &Jf 3 V7 Facility ED#-. YJ -SY
Z049— -2 Court
Operator In Charge (OIC)
Name: -j I& CO o—% (4 CA
Firy Middle
Cert Type / Number: 4WA-
.I
I mfify that I agree to my designation as 0 :n
and regulations pertaining to the responsibiTitie �et
Actions by the Water Pollution Control SysternTspt
Lan Jr. Sr. etc.
Work Phone -
Date: __4'ZarA*_10_
I
4harge for the facility noted. I understand'and will abide by the rules
th in 15A NCAC 08F.0203 and failing to do so can result in Disciplinary
)rs Certification Commission...
Back-up Operator In Charge (Backlup OIC) (Optional)
Cert Type / Number. L-_tA/,9,
Signature: ft==e< W/
C-17
I certify that I agree to my designation as B
rules and regulations pertaining to the respoi
Disciplinary Acti6ns by the Water Pollution
Owner/Permittee Name: 6L4
Phone #: (6A X4 qS
Signature
npnt)
Lail Jr. Sr. ere.
Work Phone: (Pa 37
Date:- vAtv/94 4ep
p Operator in Charge for the facility noted. I understand and wfll abide by the
ities.set forth in 15A NCAC 08F .0203 and failing to do so can result in
rol System Operators Certification Commission."
Fax#: (
Dat,,.'
A
Mail or fax to: WPCSOCC
1618 Mail Set vice Center
Raleigh, N.C. Z7699-1618
Fax: [phone]
(Retain a copy I this fonn for your records)
RcviW MW

Q Michael F. Easley, Governor
0 0
7 William G. Ross Jr., Secretary
Cl) North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
January 3, 2008
P11F1C-=--11Vrq1D
MR. JARON REID KENNEDY
JARoN KENNEDY FARM JAN 0 7 2.008
3 70 KENNEDY LANE
PINK HILL, NORTH CAROLINA 28572 13y:
Subject: Application No. AWS310547
Additional Information Request
Jaron Kennedy Farm
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Mr. Kennedy:
The Animal Feeding Operations Unit has received your Notification of Change of Ownership for facility
AWS310547, the previous Diamond T and Virginia Turner Farm. The notification was submitted on an
old form. Please submit a revised notification on the form dated May 2, 2007. 'Ibis version of the form
requires signature of the previous owneT as well as the new owner. Since the pen -nit is a legal document
with the owner of the land, we are required to obtain the previous owner's signature or legal
documentation of the ownership of the land before issuing a new permit to a new landowner. Also, please
note our mailing address on the bottom of the notification form. Please submit the revised form no later
than February 3, 2008, however just get in touch if you have any problem meeting that date.
Also please note that our records show the facility to be permitted for 2396 feeder to finish swine. If you
have purchased only the previous Virginia Turner portion of the facility at 1200 feeder to finish swine, we
will need a request for modification to separate the facility into two farms.
Copies of the forms are enclosed for your use or you may download the files as MS Word documents
online at http://h2o.enr.state.nc.uslaps/afou/Forms.htm and
http://h2o.enr.state.ne.us/aps/afou/documents/StateGeneralPermitApplication-Existing0perationsl-10-
06.doc
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. Thank you.
Sincerely,
4
Duane Leith
APS-Animal Unit
Cc: Wilmington Regional Office, Aquifer Protection Section
APS Central File
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqua1!tv.orc1 Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Acton Employer— 50% Recyded/10% Post Consumer Paper
N',,thC111li11
Natumily
Raleigh, NC 27699-1636 Telephone: (919) 7j3-3221
Raleigh, NC 27604 Fax 1� [phone]
Fax 2: [phone]
Customer Service: [phone]

W� A
-i-; A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 17, 2009
Christopher Turner
Diamond T farm & Virginia Turner
370 Kennedy Rd
Pink Hill, NC. 28572
Dear Christopher- Turner:
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS310547
Diamond T farm & Virginia Turner
Animal Waste Management System
Duplin County t
The. Division of.Water Quality (DivisloA) received your.- sludge survey information on February
9 2009-.-. -,With-the survey results; Agnmebt, Services, Inc- on -your,behalf requested an.extensibri"
-Diam6nd-TY. farm &.-Virginia'--
of the'sludge survey requirement.for the, Dumas: lagoon "at Ahe
Turner facility: .'Due to the amounts of4reatment volume availablel-'the�Division agees that�a­',,
sludge survey is not -needed until-2012.for Dumas-- lagoon'only. .
Thank- you for your attentionto this matter. Ifyou have any questions, --please call rhe at- (94 9)
715-6937. RRen-JIVE
Sincerely,
FES 10 2009
BY:
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Agriment Services, Inc
Central Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Lonation: 512 N. Saiisbury St. Raleigh� North Carolina 27604 One
Phone� 91M07-63Wk FAX: [phone] k Customer Service: 1-877-623-67 48 NofthCarofiiia
Intemet: www.ncwatequality.org
An Equal GpNftwnity k Affirmative Action Employer lVaturallif

41
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IL • • 1� : �
-14

ANIMAL WASTE UTILIZATION PLAN
Producer: RONALD TURNER
Location: 713 CABIN STREET
PINK HILL NC 28572
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 1200.00 hogs
(DeSign Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amounL 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.
W-as�e should be analyzed before each applicacion cycle. Annual so-JI
�esLLs are strongly encouraged so Lhat 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 zo
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infilt--ration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less chan
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 cons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these cond-it--ions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy,
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
I �7
This plan is based on the waste application method shown above.
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not che
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plan�-
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requiremenz-s
4=
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1200 hogs x 1.9 tons waste/hogs/year = 2280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1200 hogs x 2.3 lbs PAN/hogs/year = 2760 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
t-he crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LL�S
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USTED
or-------
APPLY
RESID.
APPLTC
METH
N
17 1 f�' E
5730
T-
AUB
BH
5.5
275
1.5
'112.5
I
AP "" - SE P
5734 �-3 SG 1 150 1
I
11-5 � 75
SEP-T\1OV
6194 1A AUB BI-1 5.5 1275
I
19. S 1 2612
APR-SEP
. 5
6194 1A SG 11 �50
I
19.5 �475
SEP-
NOV
END
TOTALI-357-7�
Indicates that this field is being overseeded (i.e.
inLerplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* L-SS
DETERMINING PHASE
CODE
AW N
PER
ACRES
Al.%` 1\1
PER AC
AC
USEED
or
- - - - - - -
APPLYi
RESID.11
APPLIC
METH
N
T-IME
END
TOTAL 1 0
Indicates that this field is being overseeded (i.e. interplanl:ed) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be qrazec�
when they reach a height of six to nine inches. Car -tie
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets zoo
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending op
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
Acreage figures may exceed total acreage in fields due to
overseeding.
lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNTTS
PER UNIT
BHT
SG
HYBRID BERMUDAGRASS-HAY
SMALL GRAIN OVERSEEDED
TONS
AC �-50
50
TABLE I
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
WETTABLE
ACRES-
11
LES AW N USED
3575
0
0
11
3575
BALANCE
-815
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along dir-ches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations, Actual t-oLal
acres in the fields listed may, and most likely will be, more than
Lhe acres shown in the tables.
See attached map showing the fields to be used for the utilizazion of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will he nuLrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 444 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximazely 2220
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 7.4 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 17.76 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25-. depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the int-ake rare of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount -
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
Tract
Field
5730
3
5734
1-1
-3
1-1
6194 1
1A
6194 1 -1A
Soil Type
AU3
�11
jApplication RaLejApplic. Amount
Crop (in/hr) (inches)
PH .5
SG .5
PH
SG 1 .5
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
This waste pian takes in account "waters of the state". Mr. Turner plans Eo
apply his waste not to exceed agronomic or hydraulic loading by applying
according to his specific waste analysis. Mr. Turner may apply tract 6194
field one if he maintains records of application on this field. The field will
be place in corn/wheat/or soybeans and sometimes tobacco but no applications
should occur on tobacco.
7/111q
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land _-For
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that rest-ric,--
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 erod-ing
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 "Wear -her
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 �o
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.-
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9 Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winzer 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 breakinq
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 (oi�her
than an irrigation ditch or canal. Animal waste other than
swine waste from facilit--ies sited on or after October 1, !995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of:
dwellings other than those owned by the landowner,
14. Waste shall be applied in a manner not to reach other proper��y
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift-- from
the site.
16, Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion-
19. Waste handling structures, piping, pumps, reels, etc., should
he inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept: on
siLe.
20. Animal waste can be used in a rotation that includes vecfe�ables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption iL
should only be applied preplant with no further applications o-t
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker wi-11-
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilizaLion and soil
shall be tested at least annually at crop sites where wastie
products are applied. Nitrogen shall be the rate - denerminJrlc-
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Parm:CHRIS TURNER
OwnerlKanage.r Agreement
I (we) understand and will follow and implement the specificacilons
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the ne.,,,.,
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters c-if the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation Dis�_-I-_Jct
and will be available for review by NCDWQ upon request.
Name of Facility Owner: RONALD TURNER
(Please print)
Signature: Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print). Aownl�
Affiliation!
Phone No. _5-�
Address (Agency)
C
9 Ll 1)
X
Signature:
Date;
Page 12

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
CHRIs TURNER
713 CABIN ST
PINK HILL NC 28572
Dear Chris Turner:
IRFC-FIVED
J 000
UL 2, 4 2
lkf?WA
AT4 0
±9;lk
NCDENR
NORTH CAROLINA OFFARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 20, 2000
Subject: Notice of Violation and Revocation for Nonpayment
Diamond T Farm & Virginia Tumer
Permit Number: AWS310547
Duplin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 4/12/2000.
Your annual permit fee for the period of 4112/2000 - 4/11/2001 is $150.00. Your payment was due 6n12000,
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 2 10.
I h Sincerely,
Tz� �' �- � ')Nr�
Kerr T. Stevens
cc: Non -Discharge Branch Compliance/Enforcement Unit
-W-i 1—m iRg—tW-1teg ibo-5-5170f fic�e-=_—>
Dupfin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post-consu mer paper

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4. Restricted Delivery? (Extra Fee) 0 Yes
PS Form 381 July 1999 Domestic Return Receipt 102595,00-M-0952

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
September 6, 2000
%
CERTIFIVD�.M 111PRA99.9;3-
RETUR9-VYC'EIPTRF-
QUESTED
Mr. Chris Turner
Diamond T Farm & Virginia Turner
7 1 Cabin, Street
Pink Hill., NC 28572
Dear Mr. Turner:
Subject: Notice of Deficiency
IT �Iw
LTZO. , A
A&4 ; A.
NCDENR
NoRTF-i CAROUNA, DERARTME:N-, OF
Et4VIRONMENFT AND NArURAL RESOURCES
Diamond T Farm & Viminia Turner
Facility Number: '31-547
Duplin County
This is to noti�, Mr. Chris Turner. who holds Certificate of Coverape AWS310547 under
S,.vine IvVaste General Permit AWG 100000 issued pursuant to North Carolina General Statute
143-215. 1. of deficiencies of the Diamond T Farm & Virainia Turner.
On July 12,2000. Mr. Stonewall Mathis of the Wilmingrton Regional Office of the
Division of Water Quality ixispected your animal operation and the arlimal waste management
systern servin- this operation. During the inspection, Mr. Mathis observed the following:
Animal waste was ponded on Traci 6194 Pulls I and 2. This is a violation of Part
1. Performance Standards. S'ection 2 of the General Permit which incorporates til-
Certified Animal Waste Management Plan (CAWMP) into the General Permit
and specifies that any violation of the CANAIMP shall be considered a violation of
the General Permit; the CAWMP requires that no ponding should occur. At the
time of the inspection, the most recent application of animal waste shown in your
records occurred on Pull I on June 4. 2000 and on Pull 2 on June 14, 2000, 38
127 North Cardinal Dr.. Wilniincyton, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer -50%. recycled/10% post -consumer paper

Mr. Chris Turner
September 6, 2000
Pa-e Two
days and 28 days, respectively, prior to the day of inspection. This incident needs
to be investigated by you and your technical advisors to determine the cause of the
animal waste ponding. Any and all necessary modifications should be made to
prevent this from recurring.
Application events exceeding I in/acre have occurred. This is a deficiency of Part
1(2) of the General Permit; the CAWMP requires that a maximum of I in/acre
may be applied during any given application.
Non-bermuda vegetation is predominant in the field designated as bermiuda graze
in the CAWMP. This is a deficiency of Part 1(2) of the General Permit.
Fields designated as bermuda in the CAVIMP need improved establishment of
bermuda. Also, tire ruts and low areas in the bennuda fields need to be filled and
have bermuda established in these areas. These are deficiencies of Part 11.
Operation and Maintenance Requirements, Section I of the General Permit which
requires that the collection, treatment, and storage facilities, and land application
equipment and fields be maintained at all times and properly operated.
Please submit a Plan of Action which addresses the noted deficiencies. The Plan of '
Action should include a list of any and all modifications that have been and will be implemented
to correct the noted deficiencies and prevent these deficiencies from recurring. Please include a
timetable for completion of the modifications. The written Plan of Action must be submitted to
this office within 10 days of receipt of this notice.
Be advised that the Division of Water Quality may pursue further enforcement actions in
these matters includina Notice of Violation, civil penalties, injunctive relief, and permit
revocation.
If you have any questions conceming this matter, please do not hesitate to contact me at
910-3 95-3900 ext. 20331
Sincerely,
Stonewall Mathis
Environmental Engineer
cc: Geno Kennedy, Agriment Services Inc .
Billy Houston, Duplin County Soil and Water Conservation
Ronnie Kennedy, Duplin County Health Department
Kraig Westerbeek, Murphy Farms, Inc.
Central Files
min - , -F-i-IFs
S:\WQS\ANIMALS\DUPLrN\2000\' ) 1-547nod

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CHRIS TURNER
DIAMOND T FARM &
713 CABIN ST
PINK HILL NC 28572
Dear Chris Turner:
ILF ?*W, A
MAY 02 2000 N!N Ll L
BY:---
-- NCDENR
NORTH CAROLINA DEPARTMENT OF -
ENVIRONMENT AND NATURAL- RESOURCIE-S
April 12, 2000
VIRGINIA TURNER
Subject. Certificate of Coverage No. AWS310547
0
Diamond T Farm & Virginia Turner
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your application received on March 30, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Chris Turner, authorizing the operation of the subject animal waste
Z
collection, treatment, storage and land application system in accordance with General Pen -nit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Diamond T Farm & Virginia Turner, located in Duplin
g 1 g
County, with an animal capacity of no greater than 2396 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 lin-iitatioDs as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational informatiorf'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
4:1
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 Pennit.
or the CAWW may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be. made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consu me r paper

Certificate of Coverage AWS310547
Diamond T Farm & Virginia Turner
Page 2
This COC is not automatically transferable. A name/ownership ch"ge application must be submitted to
the DWQ prior to a namechange or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Susan Cauley at [phone] ext. 546.
Sincerely,
in
Kerr T. Stevens
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
Permit File
NDPU Files

State of North Carolina RECEIVED
Department of Environment and Natural ResourcL%�TFOrlll/'�ITY-9,�C-nON
Division of Water Quality UAR 3 U 2060
Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)NOrl-DiSCharge PermitUng
General Permit - Existing Animal Waste Operations
The following questions have been completed utilizing information on rile with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FacilityName: Diamond T Farm& Virginia Turner
..2 Print Land Owncj:'s name: ChrisTurner
1.3 Mailingaddress: 7
City,State: PinkHIll NC Zip:
Telephone Number (include area code): 910-298-6008
1.4 County where facility is located:
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): on SR1703 (south side), approximately 1.5 miles past iniersection with
SR 1704 (to 1he east of interseclion). Take first right ongg-on. farm road. From Kenansvi fle- lake NC 11/903 N 3.Q milc and lum Ri. onto SR 1700, go to
Sarecta and tum L1. onto SR 1701. go 1.8 rniles and ium Rt. onto dirt SR 1703, go across NC I 11. remain on payced SR 1703 for 1.0 mile to fann
enlrance on Rt. Entrance shared with Diamnd T OR: On soulh side of SR 1703, approximately 1.5 mites cast of intersection with SR 1704.
1.6 Print Farm Manager's name (if different from Land Owner): Ronald Turner
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): MuEphy Family Farms
1.8 Date Facility Originally Began Operation: 01/01/86
1.9 Date(s) of Facility Expansion(s) (if applicable): AVA
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number); ___54L7_ (facility number).
2.2 Operation Description- Swine operation
Feeder to Finish
V:3.7(0 23"- Certified Design C
Is the above information correct? EDyes; Pon6oty If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Tyne of Swine No. of Animals lype of Poultry No. of Animals Tyi2e of Cattle No. of Animals
* Wean to Feeder - Layer - Dairy
* Feeder to Finish - Non -Layer - Beef
• Farrow to Wean (# sow)
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm:
- Turkey
No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 31-547

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system):. - 37 W : Required Acreage (as listed in the AWMP): __±:K
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? YES &lease circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
Y 6r 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?
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.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied,
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations,
The CAWMP must include the following components. Some of these components may trot
have been required at the time the facility was certified but should be added to file
CA WMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility,
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field,
3.3.5 The crops grown on every land application field.
3.3-6 The Realistic Yield Expectation (RYE) for every crop shown in the VrUP.
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 si te 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.
Applicants Initials
R7- -
R:r-
121-
FORM: AWO-G-E 5/28/98 Page 2 of 4 31-547

RECEIVED
WATPF?00AlJTY8Fr,-noN
tW 3 0 2000
Facility Number: 31 - 547
Facility Name: Diamond T Farm & Virginia Turner
4. APPLICANT'S CERTIFICATION:
I, C
.,A,4Z,5 (Land Owner's name listed in question 1.2), attest that
this application for 10 4464,c- —(Facility name listed in question 1. 1)
has been reviewed by me and is accurate and complete to the Uest of my knowledge. I understand that if all required parts of this
application are not com leted and that if all required supporting information and attachments are not included, this application package
wi I] be returned to e incomplete.
Signature ?ZLA6M* Date /0 6
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, — (Manager,- name listed in question 1.6), attest that this
application for (Facility name listed in question 1. 1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and'attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31-547

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-A=oimr of Plant Avaihble Nizogm (PANI-) Prodiic----; Per Year
.7
Z3 9& P -n �m;i I XZ-.3 Is. PANInfinal/year Th s- P-,,;-N/y=r. (PAN fro mi'S. C. Tech-
Gt,did� SrcL 633)
Apply�az the above amount ofwaste is a biz job. You ShouldplMdmezzdLyz
a-D-DropHate equipm=t to applf the wasrem' a timely manner.
Tht followin.- - 2:L"O
,,, acreap be needed for w2 �---Le a-o-D-Uc---:' a based on tLe c7op tobe Eovm
.�md —,=-act aD lica'
P r-OIL:
A-CRES OW2�.,= :BY PIKODUCER
Tzac-z Field Sofl
CZOD Lbs- Tq
Ac-.es Lbs. NI
-Moafh of
NO. Tme
P-- Ac.
Ut�L-t--
A:zwication
4- 5 r- F-
/jAgRArwe-
E 7-&/14'
A,3 /4, 1
Z 7.5'
1
z 4, z i�,
ftpzw - sz,,-
r(.tpy
I A,. s ",, -I -
/6
4-
-/ 7,?
IAWI
7- -'e7.TJ'
I A-Z I S&,.-- ,4, 1
Z?,�
I ZX
I ZJ/Z
IMA9CH-
I A,
I
T 1. 1? le
I 'S/z� I I
7-r
I - J. LV
7S!'
I$JE '--IZfL
7*6ZJ!K
I 5.rfffiWf
7-r
7,r
IM61.- A.&
I
1 7-1
I
I
I
-J
Tocal z '13 1 -1 z ?.Ic
S
17--Lx IVIsfrom arinwl wcj,-,c only. if nut7*.r-zsfrom orA c-.- souxc such CS co==-:�"
are appKid, dir
y mxr: be accounredfor. N nws-,- b e based on---�ZaEsrc Vidi
e=v e C-. =--:o M-
IVO =.- Th e app licaro r is c=xjo n e d rh at P an d Z , r-ay b e cv e-r ;rplied wh -"Ie ln� �f �-.? 6 t IV
Beginninff in 19961he Coastal Zo,--- will reFif,�f"71 in
s c asreT-n counties ofiVorrh Carolina to havir a
This plan only addresses Nirrojryei-L
2

Table 2: ACRES WTMACTREF—',a,-2TT OP, LONG TERM LP--,=,
.4)
(AZrmmenr wich adjaczmc lz=(±o;;mer zuu be am,-che-
(P---:uued orily if o-r-----=cr does not o,;6m
7-&qawe land (see Re --d S cad o a 2 J)
Txz c-, Field SOD Crop Lbs. N Acres Lbs. N Month of
No. Twe PerAc- Uffiz!i hrmlicAtir-P
3�
75� AU R4W -
6JZ4,V
- Sez-jo-ornorefor Tc&te L
Torals froza ab o-ve Tab I -es
Acres Lbs. N
utilized
Tablt I
Table 2 a
Toul Z7.69 7-7
Amotmt oF,'-T Pro duced
S=his or Bg�E>
6
Iva y�E-- Y-ne waste utijiZadonyan must con taD- provisions for poiodiclal'-d
.plZr-arionofslud-eala,gronomicrati�s. -77zestud-
e u tr� t rir-� V- d will
r-e-aLzire,prei7mutionary me-wures to prevent over -:�PPII=Zion Qfnutri�ls Or cLh;L
e-r. r-s.
.3

TV
Q NO, L L, -
sezi. crrach ad to be I-'se-d-for-flie mdli�ar.,'Or of W.Z-
a -.� WC--
AzDEcaa*oa of Wa.-,,e b-v L=-'g--tioa
Field SoR T�pe Crop AppEca--:on
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z1=01'reii or-. ""It Vazlz! or onct e've7ir
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-(e,c ACS,6W $7AAr1frr AAA -C44cr-
Ca.n -Ioc a! Cons ervrzziom Sena::t Cl-OrMerl"or SOL CC
or, Soil z--d Cozs,-�-vadon D4-s-,-.cz 0 z e�- You Me
a �Z--sl :---�,orz for az-r-*--l..-"--cz k d=!-==—�-T tht acze to
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r!7=77=
rn
WA.S7,r- Ti =jlZ_A7TON PLAN- AGREEMENg
.N'==_ z qf Fc=: (m zis rAA, 4 Zdo. ".44 P 77LI atzoz FA r­ _—z
u_-de:sza-d mdw-ml fbZlow and the sme-cm:fication an� L,! m I
Pro c_-=-_CS =lb im - 2 7 w=e DL---hr the
Eatd the a-p-prove-d; :mirr
f e-d ;foov.-. I (we) how that any exn nm!.- on t o thLe existinz C=zc:*;y of rhe
sze =e a tm=t az,-; or COILS-L.M.C-"" On O-LlLCW facaEes-,,5
cz M-p-tion to be s- u=i---,_; -o Che Division ofE_-viror_—__=r M (DEMO"befort
za e _- -z-;v azi= aze szcc=_: I (-;ve) also t'=_ tTacre =L.-i, b t zoH: 0 f
e lro=. :Hs zo Sa=ace vva.—,,=s of tHe e from a n-= !!::s
szonan- Tlae a-parovtz; pl= vvM be c:.--: -1!. lH!
0—ce =d S. OE'.-! cfZL! iocal Soil a=,--: WZ7_Z7 Co=c_-va&n Dlu-_�.-. 1;E
a7v­ _:'_, --for DDEM -unpor- reaque.—s..
Date:
--o= ovvaer):
S i = a 7 --- t: Dare:
N--;! — e 0 E, T c chmical so (?.,Z=z prin
A_�_ -: 3:E: q,.xv_T
.�a rx -: -_sz (Ag=_c:,,). ?0 . R,,.- 75F -
S
Z_
411F /f/,." Alc Z,? f O�rx

hereby give you, Z41 A I J-1,
(landowner) (pi,6ducer)
permission to apply the lagoon ef fluent from your operation
on acres of my land (see attached map showing the
field (s) to be used for the waste disposal) This
permission is granted for the life of the proposed swine-
omera tion.
1 have not and --ill not give permission to anyone else to
apply their lagoon effluent or litter to the fields and
tracts listed below.
Tract (s) Number Field (s) Number
61CIO L
The lagoon efrluent is to be applied in a manner tha-t--will
not cause a problem with the nutrients leaching out of the
soil and into ground and surface water (lakes,- streams, and
drainage ditches).
The application of the waste will be timed in a manner so
that it will not 'inconvenience the existing farm'ing
operations.
Z

Attachment
7
North Carolina Agricultural Extension Service I 1.0f 3
Agri -Waste Management
.Biological and AgyicufturW Engimeiing No?M QnUm Stft U?�fy
LIVESTOCK WASTE SAMPLING, ANALYSIS AND -CALCULATION
OF LAND APPLICATION RATE
James C. Barker*
I. SAMPLE COLLECTION
I
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of minure from
different iocations using nonmetallic collectois.
ii. From storage
a. Collect about 2 lbs of manure from under the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/20 nonmetallic conduit open on both ends into
manure to pit floor.
b..Seal upper end of conduit (e.g., by placing a thumb over and
of conduit) trapping manure that has entered lower end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take subsamples from 5 or more locations or at least I quart.
d. Mix and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

Attachment B
- 3 3 of 3
II. SAHPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants. -
soaps. or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape-.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab. Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh. NC 27604 Fort Atkinson, V1 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders.
brooderhouse, grower. number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses performed'on all samples: N. P. K, Ca, Mg. Na.
S, Fe, Mn. Zn, Cu. B
v. Additional analyses performed upon request: DM, Mo. Cd. Ni. Pb

Landowner/Operalor Name:
Address:
Telephone:
TABLE I - Field Specifications
C0 (r e 14 e,-:.l
�-/o-hl
IRRIGA,riON SYSTEM DESIGN PAIUMETERS,
PC, "A
ZX.5�U
County: 1,,�&A
Dole: - — // Z�Ibx
P-Xl IM R D- I
Field'
Number
ustuble Size
OfFIC142
(acres)
Soil Type
Slope
M
Crov(s)
Application
Itale,
(1101r)
per Irrigallun
CYCIC3
(111clies)
Conimenis
-rdo/
,r6j
Z
1141 a'24"j
19CC 8110C]ICd MUP.
2,1,01jil fjcj(l crellge 11iIIIIS refitlir'ed biffer nucas,
31(cfer to H. C. irrigation Gilide, rield Office Technical Guide, Seclion 11 G, Annual npl)licalion most IkUt CXCt:etl the r.gronomic rales for the soil and crol) used,
NRCS, NC
JU' :996

PXI LIDIT D-2
TABLE 2 - Traveling Trrigalion Gun Setflugs
I- Mahe, hindel and Type of KII]IIIIIIIICIII.. Al. IF 30 7-9-AVFLKP, 5"AID X /J . 10 -"r- 1'1�e)
ricii Nol Travel Applicalion TRAVEL LANE
and Speed Rale Effieclive Eirectiva
yatant NO2 (114IL114) I (itAr)__ wwa, (n) IAII$Ill (Q)_
/' 9Z 13Y Z/6 /.940
WOW
Dlameler
(reel)
Z70
RQUIPMENTSEWINGS
Nozzle Operating Operallug
Djanicicr 11rcsture Presillre Arc
(illubcs) Q CIIISI ( )Si) to IICCI (11A) 11011tab
97 70 91?
CullittItIsI3
Z JAI Z AD
/100 1?
70
7110,
041
AY Z. 0 or jq Zoo
'770
Z 7Z)
.17
20
Y. 7 7
P?&
Z76
'27.
70
7,90
�A' 'Y- -.514 /00
Sze>
Z ?4)
.9 7
/170,
A Ar If
1-50
2 ey
Z 9d)
f 7
7a
1 2 e p/ Z141
J'Oe>
Z V)
J7
7D
0
/-(05 1, ? Z JAI Z to
�yb
Z?b
37
ZO
fe
jeko
Z. & J*'q C.
Vb
Z ro
97
70
1'?6
?7.01 Ac.
L
I ;cc n1loched Inull.
2Show sclustrile cril ries ror coch hydrAllit 10036011 ill CnClk RCIII.
3USC lite rollowing abbrevintions for vulous arc pallems: F (1141 circle), TQ (1hree qunrlers). IT (livo lbirds). i i otntreircie). 'r (one atirti). Q (�ma quatier),
Moy also tise degirms. or nrc.
V— 7S. NC
li"." . 1996

P.XlflBITD-3
TABLE 3 - Solid Sci Irrigation Cult ScHings H �
Make, Model wid Type of Equipmetit:
Field Nol.
and
Line No2
Number of
Ilydralits-
Welled
Diameter
(feel)
Hydrant Spacing (ft)
Along Between
Pipeline PIPCIIFICI
Application
R a to--
(I n1li r)
OPERATING PARAMETERS
Noule Operating Operating
Dintucter Pressure 'rime
(inches) na Con (psl) I lydrant (h
comme"Is
1 See attached nimp.
25how separate ctilries for cach pipcliilc with hydrtints in each field.
NRCS, NC
JU( 1996

TABLE 4 - Irrigialon sysicin specincittious
Travc1hig
Irrigation Gun
S1111d Set
Irrigation
Flow Role of Sprinkler (gpni)
/ �S
peraling Pressure at Pump (psi)
/Z 10
Design Precipliallon [tale (In/lir)
Jf- '�t.
[lose Length (reel)
/000
xxxxxxxx
Type of Specd Compensation
xxxxxxxx
Pump Type (PTO, Eoigine, Electric)
Pump Power Requirement (lip)
TABLE 5 - Thrust Bloch Slocciricallolls I
Designer MAY provide 1hrlisl block deliflis on separate shect.
LOCATION
THRUSTULOCK
AREA
900 Bend
Y Z 7
Dend E, nd
3.03
zdz
ISce USDA-NRCS Field Office Tcclmical Guide, Sectiori IV. Practice Code 430-I)D.
EXI 9BIT DA
NRCS, NC
JU % 1996

EXI [MIT D-S
IRRIGATION SYSTEM DESIGNER
bfe
Name: MICA14 etc VIN WCr$1.
ki
Company: W.11PA, 7
Address. F0. 13-- 7.0 4
Phone,
REQUIRED DOCUMENTA110N -
7lie following details of design and inalerinls niust accompany all irrigatioii designs:
I . A scale draiving orme proposed it-Tigrifion syslein which inclotics hydrant loentions, Iravel lanes. pipeline rooles, 11mist block locations and bnffi!r areas where applicable,
2. Assumptions ftnd compulalions for delenniniog total dynomic head and horsepower reqoirements.
3. Computations tised to delerinine (Ill mainfive and lateral pipe sizes.
4, Sources at id/or culciflations used for delertnining application rates,
5, Colliplit at lolls lised to delennilic ilia size of ilimst blocks and illustiations ofall thitisl block coofigurittions requited ill ilia system.
6, Masturacturer's specifications ror ilia irrigation pituip, Iraveler find sprinkler(s),
7, Manufacturer's specifictitions for the irrigittiOLI pilic njid/or IJSDA-N[(C,9 shutdord for It-Ogiollou Wafix Conveyonce,
N.C. Field Office Tecimical Guide, Section IV, Pracl ice C(Kle 430-1)1),
H. The i it ronil III iol I rcq�6 rctl by ill is forill 111-1! 1 Ile mill hillull I-eq Ili lel licill S. 11 is Ilia respollsibi lily of lhe designer to C0IlSidCF Ill I I'CICVIIII( ritctors at it part icular site told address thein as
appropriate.
9. Iff igat ion pipes should not be instal led in lagoon or s(orage pond cotbankinents wilhout the approval of the designer,
NOTE. A bufTer strip _�L reel wide or wiElcr must t)C 11111ill[Hilled Iml weell Ille lin hit 3 or (I le it A ir,111 i0ll SYS1011 J111d Ill I pU1 CRIlitil
streams and stirfisce waters par NC Slaluics,
NRCS, NC
JU 1996

NARRATIVE OF IRRIGATIQ�CIAX-nePi,.�)XINALY—Wi�N
FOR
RONALD TUR—NER - RONALD TURNER FARM 2
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4" x 4" x 2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter) with an AV150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in the plan. The design of this system requires the use of a
.97" ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in detail on
page 2 of this design. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30" of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4" x 30' alluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel, make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpm's slowly until desired pressure is achieved. Set all "Murphy"
safety switches to insure immediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed -- but make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start -up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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BIG GUN° PETN'I'ORMANCE TABLES
100 .SERIES BIG GUNS {240 TRAJECTORY" ;Y • '` i `' ' '
i f
�100 T TAPER BORE NOZZLES - U.S. UNITS
PSI
NC:L'e
jI
I GPV
V �rA
NCz:Ie
-s5'
GPV DIA
Norzte
6-
Gok D14.
Nc=_ a
65•
GPv DrA.
Nozzle
GPM
.7-
p1A
NC,!e
.75•
GRIM DtA
I Nozzle
B"
GPM pll,
NO:z-e
es•
GPu
:rr
hc� f
9•
G7•e
f kcz _•.
__•
D?1
�I♦
40
47
191 •
S7
�a2•
6a
213•
75
222'
91
230-
103
240•
118
250'
174
y5e•
1S2
2`1'
50
50
2C`_'
64
215'
74
725'
a:
275'
100
245'
Its
256'
120
265
is0
2
15i
I
256
12:•
7ct'
so
SS
215
59
2Z7•
a1
240'
96
250'
110
25V
126
270•
143
250,
t6a
2•a•
ire
:3s'
70
EC
'="-'
:5
278'
BB
250'
107
25T
120
275'
136
293-
155
295'
1T7
1:2'
1 197
]'"'
so
64
Z15'
79
248'
94
2ti0'
110
273'
12a
2B5'
,46
295'
165
305
189
Vl-
j 210
=s'
90256•
100 1
72
255'
87
268•
e00
1D6
2'C'
2a0'
�290'
117
,2]
2a1•
29]'
135
t47
295'
305
155
16]
3C6'
3t6•
1:3
1BS
315•
325'
201
212
'-e'
.:•h:
17i:
{ TS
SX'
2:9
3:Z'
t,0 +
:6
25S"
92
2•-a'
1n
t29
30J'
150
3t5-
17+
32c•
195
735'
222
f 2c:
'�■
- _ --Avulabie wTthh FSCO i SR10D.
- _
-, .:'arr'_
nt.�'.^-
-+
- - - - -�-_ _••'� r_•.: _ + �_.-.yam _-.( _ �,.:; _
'•1'�
- - -ti•- �_ky {Y\'�t1' -_
F
- �I•• _
•r
f•:r: i.��rj.i:;;i"� "'�.4.'� .4t` .Y', �r✓�.. J•i�w?'-.. tr. -r
.�� :� _ - �-r ��f..'_ .I. M•-. •.L`,(_r./!R.:����•�YY
-
'NOZZLES `U
_�l�
~`t ri.
1
Y
Lr.�_ �:r'�'!_�=:`• 2'�`
'�
`100 R RING
_
S. UNITS
`
`%'':TM`Esa+,rterappr=mwely 3% low lor 1M 21 • Rajecto Is: 6% hss for t8'.. "�' ``^.-:: ' ' _ �•- u, �"�. , _ .
,:,:;_~fir. �_ ` :'' *-:'?s.•' �}.: �'-�� z-- '�.-r-�':'v _, ._-.,. ..r. _ _•_
_�_-1 � •-(„•- ��r: - - '. -: . - �• f,.~ :. - - ^`.'.:�a:ti �''.�-arc - � t - � �r�r•_'r' a
• =�1�0 SERIES BIG GUNS =,24° 'TRAJECTORY"'
Z50 7 iAPEA BORE NOZZLES - U.S. UNITS ` ~- -: '
=�
f
KC--'e
G2 L.1
Nate
G?u DIA,
YC=ate
G?v
DIA.
+'10r::!e
G?:A
D1A-
:CCS:Y
3-r.1
DrA.
'-1
G°i'
=tI
:::e
CIA I
50 [
,00
250,
I 130
M.
16s
2%,
205
310'
2�5
330 _.
300
as' R
114
6,:
3'
5a
t-3
25S'
{ 143
295'
Tat
305,
22i_
325'
275
345•
:::
- ;
_5=
78S'
70
tea
29C
155
-• m•300'
1127
=1
245
Sap•
295
360• '::"
x:s
a0' (
a:5
395'
5c
12?
:go•
165
310•
2:a
335,
250
35='
3-S
375•
U-1
x5' I
-c
41c•
90;0
1as
3=
175
_ 32V -
=3
34S•:__
275
36`5
775
390'
•c;
AID,
<:�
425•
t 4Z
31:
185
330•
LS
355'
290
375
355
40p
I
st:
+4e'
00
15a
3n,
195
'- -7,3qr _ .
'
- 247
355'
305
385'
37;
47 V
445
Azar
•!7
:.=,
I 204
750•
Ic_!
375'
320
395'
Sale
420'
re5
Lzc.
c
46c'
-iso R RING NOZZLES • U.S. UNITS
eSt
R •rg
G7.A'
:;IA,
GPM
Ainq
DIA.
Ga`
'n^ny
DIA-
GP'A
Ain;
DIA.
A;^
GPM
01A,
G°i.I••
3
:'A I
--'.t.'
-ms
DrA
Sa j
100
245•
130
26S'
lag
285'
205
300'
2r.5
320,
3m
_ S- t
M:
15-'
so I
t,a
25t
f t43
Ze0
tat
Sao
225
315
275
77s
]:c
:i; I
:as
365-
70
120
270•
[ -155
- _ 29V _
197'
710'
245
770'
- 295
3w -
13
36•S' [
415
78c'
80
12`_
230•
t65
300'
Zia
in,
250
140•
3:5
360•
13:
UX
u5
395'
90
135
29a
� 173
314Y _'_ -
223
330'
275
350'
375
37p'
4c5
297
a7s
.a$' l!j
100
ta7
3CA•
i ,65
32V
23:
3+0'
290
360,
3_`s
380'
425
ZZC' f
::1
4,5' {
i t 0
t 30
3 t C
[ 7515
' 770'
247
250,
305
370'
370
390'
443
Al V
SZ5
4251
r20
157
7:5' I
20A
335'
256
360'
32a
380,
385
400•
+ES
.27 t
543
Ir
41S•
'i, "The :EErn.eler of Mrow a aptytra}malely 3% ksa for Ste 21• trajea3ry angle-
ti;yYrr-'ylre`�jF t F. - "ttv
'-
�'200 SERIES BIG GUNS - 270 TRAJECTORY"..
200'T TAPER SORE NOZZLES - U.S. UNITS
=$
Ncu:•
1.C4_'
G?i,l �:A-
u1e
G7•AN0DIA.
ND�e
GA.Y DIA,
Nor:Fe
GPS1 DIA.
Nei �e
GP•4 DIA.
Ncy-!e
GP'.1 r]IA-
NOzzN
GAM O.A.
I tJD:: a
G%'.1 L'IA,
NCr: e
G7v 0IA-
6C
250
345
j 255
355'
_.33a
375'
us
390•
445
410•
Sty
430'
595
U5•
�' 695
AM
I 125
495'
:0
7-m
Z-sc' 'y
210
380•
,l
355
395'
a15
np'
aB0
<'0-
555
4_,•
670
463"
'25
aS5-
I 3!1
5+5
so
4
+ 290
M S'
J 330
395'
380
41 V
445
430•
$15
4SO'
$90
470'
675
AM-
I WS
51S•
910
S35'
SC
1
] C
2: �, l
it
410*
405
4I5'
a75
a45'
SAS
465'
625
a85•
715
5OS•
�i 5
!�i•
'.Z5
55S'
100
325
400' I
77'0
'20'
425
4a0•
Soo
46C'
575
aa0'
660
Stet'
7SS
SZO'
90p
SSC
Ic50
575'
I10
�D
4•.'
15ri
<:C'
u3
ASp'
525
Am*6C5
495•
695
5:='
790
535'
i_S
525
r110
590'
127
35
A2- [
_ 405
..
440'
Am
440'
Sys
ABC,
630
505•
725
53t'
625
SSV
S85
sw
1160
6c5•
:10
3rc
- _ I
425
44S
485
465'
S65
4a5'
655
515'
7S5
5<.'
860
560,
1 +C25
PC.
1210
sn'
200-R RING NOZZLE U.S_ UNITS =
I F:nC,
If ft 2•i' a-�lu3 i
oq. Go•A „1A.
[ 15- pirlg
{I a6- aauaq
Ga•A Du.
I :.nq
R55" xua11
Gav pu.
1 6' c."
I to.6fi• ac:uaP)
Gv1.t DiA.
+ ! L ^ .'ling
ij fl.:+• actual)
G?'A DIA.
f13]' ar-_�all
Gvv _1a
Ir y3' x,w11
Gvv DIA.
270
325' +
300 75s• ..
350
370-
410
3911'
470
405'
S33
.1.7
{ 640
435'
• 250
3�' +
330 37V
3BS
390
445
a10•
Sty
425'
Sa3
a+0'
i 695
453'
255' [
755 385'
415
spy
480
425'
S55
440
a5
am
L
755
80
2SA_
3:3' t
360 +OV
44S
alp'
SIS
4�0•
5:0
ASS.
6:5
+7
sc5
490'
90
310
'i'+•
405 415'
473
435•
545
ASS.
625
470•
7t5
am'
ass
505'
tcc
335
3;z +y
+25 425•
SOD
445•
575
ASS.
EEO
480'
75i
NC'
90c
520•
110
- 3.40
Ally
_
445 Aar
525
455'
605
475•
695
490•
790
SIC'
4+S
`�•
2!6
A I L-
4-55 u5'
SAS
465'
630
485-
725
500-
825
571-
gas
545
. ,70
3-0
415•
485 450'
565
4-0-
655
490'
755
503,
85C
515'
IC75
S50'
jr.
7.y C.ar^eler 0. '., a aav�,1,m�".r � . ­ .ter In. c•- lr4rsc,3ry angry. 3•t, Iess IQ, one 71 - tral+C:ory 4:191e. -
r," 13rG Gl:'+' De!or*ltanee Ca,a nay peen tlblarn!0 ..C1 Cr21 'est co-onhoni .tn0 -4v 5• 20••--sery areeea a- ..one. Door np lralolic ar cm.• •acrz
Nelson nrrgmron Ca.-•orae:w+.y..s _0 ..3.--�..1.1re... .. _c co., a..�r.. . •-- _•.__ ._ -

-Specifications-
30A PERFORMANCE GUIDE
(D2) 30A X 1000'WATER-REEL PERFORMUCE
Inches Depth of Applicatian
320,
Nelson
SprinUtr
System
*Irrigated
Travel Speed - Feet Per Haut
SA1150
Perfannance
Inlet
AREA
40
1 50
1 75
100
1 125
150 2!0
AM
& NOZ:
PSI GPM i DIA
PSI
Width X Leauth
.W
50
100
250
72
175 X 1088
1.2
1.0
0.6
0.5
0.4
0.3
0.2
0.1
0.27
Ring
so
110
265
85
186 X 1093
1.2
1.0
0.7
0.5
0.4
0.3
0.2
0.1
0.25
at X
70
120
290
98
196 X 1090
1.3
1.0
0.7
0.5
0.4
0.3
0.2
0.1
0.25
Taper
80
128
290
110
2M X 1102
1.3
1.1
0.7
0.5
0.4
0.41
0.2
0.1
0.25
.97'
50
130
270
BG
lag X 1095
1.4
1.2
0.8
0.6
0.5
0.4
0.2
0.1
0.30
Riau
60
143
235
94
2J30 X 1100
1.5
1.2
0.8
0.6
0.5
0.4
0.2
0.2
0.29
or X
70
155
3M
108
210 X 1105
1.6
1.2
0.8
0.6
0.5
0.4
0.2
0.2
0.29
Taper
80
165
310
122
217 X 1109 1
1.6
1,3
0.9
1 0.6
1 0.5
0.4
0.3
0:2
0.29 1
1.0;r
60
182
3M
108
210 X - 1105
1.8
1.5
1.0
0.7
0.6
0.5
0.3
0.2
0.34
Ring
70
197
310
124
217 X 1109
1.9
1.5
1. G
0,11
0.6
0. .5
0.3
0.2
11.34
a r r
80
210
320
139
224 X 1112
2.0
1.6
1.1
0.8
0.6
0.5
0.3
D.2
0.114
Taper
90
223
330
155
231 X 1116
2.0 1
1.6
1.1
0.8
03
0.3
1.3
01
0.34
1.13'
50
205
300
107
21a X 1105
2.1
1.6
1.1
0.6
8.7
0.5
IIJ
0.1
0.31
Ring
60
225
315
125
221 X 1110
2.1
1.7
1.1
0.9
0.7
0.5
03
0.2
0.38
at 1,(r
70
24S
330
146
231 X 1116
2.2
1.3
1.2
0.9
0.7
0.5
0-4
0.2
1
0.38
Taper
an
250
340
153
230 X 1119
2.3
1.3
1.2
0.9 1
0.7
0.6
0.4
0.2
0.33 1
1.25'
50
255 320
131 224 X 1112
2.4
1.9
1.3
1.3
0.8
0.2
0 ' 6 ' A
a ' 11
Ring
so
2 75 33S
1
151 1 n"i X 1
1
2.0
1.3
1.0
1
0.8
1
10
0.7 0A 0.2
1 1
0.41
1
1
-
or 1,1'
Taver
- -
Haurs Fat l(WO Feet of Travel:
25.0 1
20-01 13.3 1
10.01
8.0 1
6.7 1 4.3 1 2.5
Systern Inlet pressure shown above is for Turbine Drives. Engine Drives will be approx 10 PS; lower.
-Area covered may vary depending on wind conditions, field dimensions and use of urts.pecifled sprinklers.
The average area covered per run is 5 acres.
The precipitation rate Is in Inches per hour and is base-d on a sprinkler arc of 320 degrees
The 'Systern Inlet Pressure� is the pressure required at the traveler inlet It Includes
allowances for the traveler plumbing and drive. PE tube and sorinkJer pressure.
It does; not Include any pressure allowances for fWd elevation or mainline
pressure loss,
IMPORTANT! Turbine drives will have higher pressure losses at higher RPM Turbine
and are not recommended for travel speeds at�ove 250 feet per hour.
For soeeds above 250 Ft. per hour use an Engine Drive.
Follow the belt pulley selections below.
Lowest speed pulleys: Up to 75 feet per hour.
Medium speed pulleys: From 75 to 125 feet per hour.
Highest speed pulleys: From 125 to 250 feet per hour.
NOTE: Specifications are subject to change without notice. Gearbox
(1)2) 527-013$-o
4"

BERKELEY PUMPS CUR'JE 72'02
DATETYPE "B" RATING CURVES P AG-
SUPERSEDES
o' ENGINE DRIVE C-rie .1I Page 2.02
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JOHN DEERE POWER UNIT
I
January 1, 1996
JDPU.WC
NET CONTINUOUS HORSEPOWER
LOWEST
MODEL
ENGINE SPEED, RPM
FUEL
CONSUMPTION
1 r3oo
170()
L 1800
1900
2000
2100
2200
2400
40390
52
54
57
61
62
65
67
67
.357 C 1800.
4045D
58
61
64
66
67
71
71
74
.347 Q 1800
4039T
69
73
76
79
:8:2�
84
85
88
340 1-,1800
6059D
76
80
84
87
90
93
96
100
.350 19 1800
4045T 61
8 4
88
go
92
93
94
0-6
-342!� 1800
6068D
86
91
95
99
1
_106
108
ill
-3-5 -: 18co
E052T 101
107
112
117
121
125
128
135
ZtB -9 1ECO
6068T
122
132
137
1A1
142
144
145
.344 -� 1800
6081 T 15- C3
—12B
164
170
170
170
170
170
—
".50 C 1600
6081 A-2 5 198
206
215
215
215
215
215
'3532 Z 1600
6081A-2---5 218
225
235
235
235
235
235
.335 C 18GO I
6101 A
258
262
263
263
263
263
.3314 C 1600
6101 H 288
295
302
305
305
305
- 329 C 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and anuffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Galions/hour Actual hp x lb/hp-hr
7.076
3. DERA TING:
N.A. engines ("Dw suffix):
Temperature - 1 .5% per 100 F above 770 F;
Altitude -"3% per 1000 FT -
Turbocharged engines ("T", �A% & "H" suffix):
Temperature - 1/211/10 per 100 F above 77" F;
Altitude - 1/20/40 per 1000 FT
0
9

. (I
17
j
I
I
IL
I

Diarnond ASTM D-2241
IPS Pr3Ssure-Rated PVC Pipe
Approximate Coupler Dimensions
il
A
A
0.0.
C
Size
Gasket Race
Socket Depth
2
3:166
.1.500
2 'A
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
8
10.420
6.500
10
12.762
7.500
12
14.952
7.500
0-2241 Pipe Dimensions
Minimurn Wail Thickness
o-tras
sop ij s son-2i SOX26
50A.n5 SOAds
$-It
0 D
SCA -0
3113PSM 700 IDS; 160 psi
175 Pst 4()o psi
VI"
1940
.109
Cx-2
I/. "
1.050
.113
060
T
1.315
333
063
7 V. "
1.660
ieO
079 �064
.056
1 71 "
j -goo
Tes
090 V3
.058
2 "
2.375
_154
113 091
.073
2,1, "
2,875
2cj
137 .110
083
3 "
3,500
.216
167 .135
A08
J1 "
4.500
237
214 J73
. Q8 110
5
5.563
.25a
i55 214
17 1 F 36
3
6.625
28o
316 255
204 162
B-625
-322
.10 .332
265 210
1Q.750
.365
511 .413
.331 262
50
.406
606 .490
�392 .31 t
imond'S IPS Pressure -Rated PVC Pipe coupler
iels the-requirer-nenls of ASTM 0-3139
Diamond
Gasket Specifications
1. Gasket configuraflon locks gaske! in place and
prevents fishmouthing.
2. Chevron seal for adeel' pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to cle-sn spi-ol and.
4
Diamond ASTM D2241
IPS Pressure-Rat.ed PVC Pipe
Rieber Gasketed Joint Dimensions
L
T
au 1-0� L
14,1
Pipe
A
a
D
Di;,.t-wicr
3 I/S
5
6-
7 13/16
5 1 f_1
6 7/s
to 1/8
to-
5 311.:
7 1 /-1
12 Jr_
1
6
S I I.;
fle
Short Form
Z
S 1) ecif icn tion for Dinnio n d
n).-r:
P-V C Irrigation 1'ipc
A S T Al - D 2 7-14 1 - S D r%, 1,32.5.2 6, o r 2 1
Djar-nond PVC Irriviion Pipe slicIt be inodc of
cofopounds conformir.- to ASTM D17S.' with a
ccil ciissification of Divilund PVC
Irrigation Pipe mus, all the dimcrisiomil.
chictnical. and physic --I requirz.-news as ouffined
in ASTM D2241. -Ax-..-x. ANSIMSAC- S376,1
aijt! SCS 430-DD. ind 411 be supplicd cii 20 riou;
[aywg ;engills.
aulro tot avada:;,11--t I

_'-
■'*= '�r

INSTALLATION
Jlzinond Acriculcural PVC Pipe should be assembled and
installed with uniform and con tin u ous, support from a firm
bast in ;3c;:or_4_-nc;: with the installation procedures provided
in ASTM D 232 1. and the Installation Guidefor PVC Water
Pipe (a -pock:t�-sized" edition is available from your
rr-prtstnizin ve or frorn Diamond Plastics Corporation.)
Embedr-nenc materials are to be in accordance with soil
classifications listed under Unified Soil Classification
SYslem. ASTM D2-'S7.and ASTM D2438.
Tc assemble. c!ean mating surfaces of the bell. spigot. and
Z-asket. Apply gaskzl lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
referenc,: mar"'. Also, apply lubricant to the comict surface
of the gask-­.
V-'ith t'he pipt in straight alignment. pus� (he Spigot into
0 0
the be!] u:) ;a h-- insertion line. If a pry bar is used to
a r c c, D!
300l., ce should be proizc[ed by tillacing a board
be:we::: One bz- --nd :he pipe.
1--nom'i-al "cr--t d�ts rot compleit thejoin.,, diszsscmble the
jc:,-.1 arx Cxz:::-..ne tbe parts to make c!.Zi:r,. thty are free of
- 'Visuaily inspect the coniole�ed jcinc to insure
ooszrac., ons.
Mask-— hzS ncc been dislodged.
4� a
Title 5,
APPROX 1:'I.,k TE GUIDE FOR ESTIMATED RANGE (IF QEGREE
I JF VERSUS EMOEDMENT CLASS AND MET110D
OF PLACT-342ST AS PERCEN-T OF STA.';DA;ZD PROCTOR
Di�SITY OR RELATIVE DENSITI-
FoR GRANULAR MATERIALS IN P.4;ZFN7W.'SIS­
CLASS (IF ENtaEOMEST I I I I I I III IV
.%d-ft.w
"'A -­'N.Lr t;E5CZ'P_.0.V C"..1m 5" re C�-a m..d G� P� Claw.
I 404jej-W$ I I $.t. I S-1. I
Or—— _­C
is 4400
1
Pw-.w 74-­:2 0,--f lt�v
Ct­r�- D. �vrl
is- lea
ft
43 too ft too
M)
�Z:W.
Mq%
v1
_71
cut
urscrirrto., n.- P,iviD­,Y k1,TVZ1.L
cl­ It C1.
.4
Cr
F-.,
Ir
r­P r� r-,
G­" ­ = - :,. -_j - - :... -­
2-0- C�
S.., .­h. - - ­­ VA
N. - .­ .-,
CC
cl.",
sr
CUF.T
S.­ ML
1.,� "W r­­.., r..
SM -
CL
t-,-
k. 0," L- 'A -­ %I- -
NK - .. . ..
CA
1=1;� t.
UK
rr
1. �­M­ ­ AS7M
V .a M-
9. .-J-. - ASTKI 0
The haunchinn area is rnos: to tht supporl cf
PVC pipe. For good sunporr, hzLinching :rcj shcufd
P a.
ccinp--cred to the densitits ;iven in thc Lor.; Ttrnn
Der-evion CharT.
Figure 2
-7 !/2
VA

I,-
C#
jxS-
10
20
30
40
50
io
70
Eo
90
100
110
120
I-'o
!40
1 C.)
!60
170
1:0
1?o
200
2!0
7-,o
2--,0
240
2 5 0
2-0
2710
260
2cO
300
310
320
no
340
=0
3a
170
380
3:0
400
420
4 0
460
4EO
Soo
IN
POLYET_HYLENE
HOSE
FRICTIOIN
LOSS
RICTIOX LOSS PER 100 Fc--�' POLYETHELIN'
RRIGATION HOE' (YAHER)
p.s.l.
62
75
75
63
50
40
40
135
125
120
Ito
90
3
2.7
2.5
2.1
I.&Q
4.1
4.0
3.7
4.0
11.2
-
2.1
6.0
Ij.5
2
2.9
E.4
1.0
1.6
3.9
4.q
11.2
14.4
1.3
2.0
1.6
2.5
6.1
1.5
3.0
7.5
2.3
A.2-
8.9
1.6
7
0.7
1.8
0.8
2.1
O.T
1.0
2.4
7
4-6
7.2
1.2
3.0
0.9
1.3
5.4
3.7
7
E.3
8.9
�.o
1.4
M
!.1
1.6
4.1
7.0
1.2
1.7
4.5
A.i
7.6
E.3
1.0
1.1
!.3
1,4
2.1
:;. 3
-
7.0
1 2
1.5
2.2
5.7
5.2
0.9
1.3
1.6
!.7.
2.4
2-b
6.2
6.6
1.0
1.0
1.4
1.$
1,9
2.8
7.1
1.1
l.s
2.0
3.0
7.6
1.2
1.7
2.1
2.2
3.2
3.4
8.1
e.6
1.2
1.3
-1.8
1.1
2.4
�.6
9,2
1.4
2.0
.2.5
3.9
?.7
l.s
2.2
2.7
4.0
I.S
2.3
2,8
4.2
1.7
2.4
M.
4.5
1.7
2.5
3.2
4.7
1.8
2.7
3.3
4.9
1.9
2.6
3.5
5.2
2.0
2.7
3.7
5.5
2.1
3.1
3.8
5.7
2.3
3.4
4.2
6.3
2.5
3.7
4.6
6.0
2.7
4.0
5.0
7.4
3.0
4.3
5.4
9.0
3.7
4.6
5.8
dr

-10-
pvc, PIPE
FRICTION jiosS. IN ALU
p.S.I. FRICTICK LC:----
FRIC-11OX LUS P 2- 10 0 F pVC IRRHATIOX PIPE
,
LZ
lox. --vi cwr
2
2
0. 1
EAU, !0 0.1 MIX. '0 0.4 0.1
0.5 a 1 10 0.8 0.1 - .
FIX. 20
30 1.1 0.2 1.4 0.2 - -
4,0 1. ? 0.3 O.A 53 2.1 0.3 0.1
50 --,; ? 0.4 0.1 60 2.7 0-4 0-1
60 4.1 0.6 0.1 70 M 0.5 0.1
7 5.4 0.9 0.2 0.! 5.0 0.7 O'l 0 1
0
1.0 0.9 0.2
co -
1.1 0.3 0. t - I M - 1.0 0. 0.
1.5 0.4.. 0.1 - 110 - 1.2 0.3 0.1
0 1.7 0.4. 0- 0 1.5 0.4 0-!
1.0 1.7 0.4 0-
2.7 0.7 --o 2.2 0.5
O.S 0.7 0.1 2.5 0.6 0.7
!!0 3.1 1
1,* 3.5 0.0 0. 0.1 0.7 0-
0.1 0.5 0.3
1.0 3.1
L70
1S.0 .1 0.4 0.1 M 3.4 0A 0"
4.8 1.2 0.4 0.2 - - 3.7 0.1 0-3 0'.
1.1 e.4 0.2 - - 0 4.1 1-0 0-3 1 A
2
1.4 O.S 0
'0.2 0.1 220 4.5
T-.* 4.1 , 0.
0.2 O-L 5.3 1.3 0.
1.9 0.. 0.3 �0 O.E
0,3 0.1 2 f-3 2
1.0 Q.- 2 i-) 0-5 0.
2.1 0.7 0.3 0-1 1A 0.5 0.1 C-1
0
-0. .2.3 O.S '0-3 0-1 1.7 0.1 0-1 0 1
2.4 0. 0.3 0.1 2-SO 0.3 011
0.1
0-4 0.1 2.o 0.7 0.3
YA
2-7 0.? 0-4 0.1 2. 0.7 0-3 0.
1.0 0.4 0.1 310 2.2 0.7 0.3 0-1
T1 7.9
0
3. 1.0 0.4 0.1 2.1
0.5 0.1 0-5 0.3
3 1. ! 2-5
3.5 1.2 0.5 2.6. 0.9 0.; 0.1
1.2 0.5 0.1 0.4 0.
3:-,0
1.! 1.3 2. ? 1,0 0,4 0-1
Tf 0 4.0.. 1.4 0.6 0-1 3.0 1.0 0.4 0.1
!.; 0.6 0.1 3.2 0-4 -1
0,6 0.2 3. 3 0.5 0.1
0.1
4.-7 0.6 0.2 3.6 0.5
4�0 420
5.1 1.7 0.7 0.2 4.0 1.3 0.1 0.1
1.9 0.8 0.2 440 4.3 1.5 0.i 0.1
0.8 0.2- 4.60 1.6 0.6 0.2
4;L0 4zo 1.7 0.7 0.1
2.2 D.? 0-2 5.0
1.0 0.2 YN

/I'—.
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with e coupling c2lled a
transition or repair coupling. In-] ine valves can be suP.Dlied with
connections to 9�sket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recorrmended thrust bl OC ks at any
r
change in direction greater than 100. Figure I gives an exaimple 01
dififerent arrangEMEnts for thrust b.loclf,%5.
Figure I
__W
__- AA
E-1-3
L
Example of different arrangernents for thrust bleckS.

A
icure 2. Ar.C.'hor-ace 61ocks
for in-Iii-ne valvES.
Table 1 Is the forces
t end
encoun red at.
t.
plucs. to
L
calculate
forces en-courzered at bends,
tEes and
wyes, miultiplY
the
figure in
Table by tlhe factors given-in.Table
2.
Table
1. Th8rus t
'W at- End Plucs
Thrust in
lbs. fo,r
test pressure in psi
Pipe Di.ame-er
100 psi
150 PSI
206' PS!
250 PSI
i nches)
11-2
295
440
590
740
2
455
680
9io
1140
211
660
990
132'0
1650
3
985
1480
1970
2460
1-820
2720
3630
4540
6
3740
5600
7460
9350
6:190-,
9740
13, OUO
16,200
io
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
1 a
20,600
30,800
4-1,100
51,400
16
26,600
39,800
.5 3,100
66,400
0

Tabl e 2. F.a c to rs -for Calculating Thrust W for
Z Elbows and'Tees-
E I b,ows 900 1 .41 u` Tees 0 .70 Z_
C)
60 1.00
0
45 0. 76
300 0.52
2'�. Ito 0.39
Table 3 gives the safe bearing' load for different soil types.
Tabie 3. Safe B6aring Load
Soil 1 b/.c.2
I L
Mul ch, t and s i mi 1 E r
SO C 1 E V
Sa rd
Sand and aravel
Sand. and 'gravel cE'nien-pted
W16 clay
Hard shale
0
1-000 0
2000 —
3000
4000
i 0, 000
bf ock area (,2) V Thrust (TEble I & Table 2)
Thrust 1 1. -
Soi i oezrino strength (Taole 3)
In placing concrete thrust blocks , check w-1 th the n. anulfacturer of the
pipe be . ing used to ensure that the correct size th'rust blocks are
being used.
There are a number of machines that can be used to prepare the
Lrench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheEl trenches, - backho ' es, or vibrating Plows
wi I I be usea for tr=.nch preparat. Ion. The vibrating plow can only be
used for solvent weld PVC pipe and general ly is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than Ithe backhoe. Where wide trenches for large
U "actory. If soil
pipe are required, the backhoe will be most satiso
condi.tions permit, long stretches oil open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To ' avoid sharp turns in the line at obs�Lructions,
trenches should be curved within limits oF curvature of the pipe.
-7-

Field Calibration Procedures
for Animal Wastewater Application Equipment
HAP4D HOSE AND
:CABLE TOW TRAVELER,
IRRIGATION SYSTEM
North Carolina Cooperative
Extension Service
North Corolina State University

to
Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must be field
AND CABLE calibrated or evaluated in accordance with existing design charts and tables
TOW TP-AVELER according to state rules that went into effect September 1, 1996. Technical
IRRIGATION SYSTEM Specialist certif�ing waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for ail land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, sUrry or solid application equipment.
Information presented in manufacturers' charts are based on average op-
erating conditions for relatively new equipment. Discharge rates and applica-
don rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several locations
in the application area. This publication contains step-by-step guidelines for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
Ooeratina an irrigation system different1v than
assumed in the design will alter the application rate,
unif orTni ty of coverage, and subsequently the applica-
tion uniforrrdty� Operating with excessive pressure
results in smaHer droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and flow.
With continued use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge ratc�while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump. pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure- An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformim Field calibration helps ensure that nutri-
ent5 from animal waste are applied uniformly and at
proper rates.
The calibration ol a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unifor-
mity.
An in -line flow meter installed in the main
irrigation line provides a good estimate of the total
volume pumped from the lagoon during each irriga-
tion cycle. The average application depth can be
determined by dividing the pumped volume by the
application area. The average application depth is
computed from the formula:
Average application depth Cinches) =
Volume pumped (gallons)
27,1 S4 (gal/ac-in) X Application area (acres)
The average application depth is the average
amount applied throughout the field. Unfortunately,
sprinklers do not apply the same depth of water
throughout their wetted diameter. Under normal
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 80
percent of the wetted sprinkler diameter to compen-
on

Field Calibration Procedures
for Animal �Naitewater Application Equipment
sate for the declining application alonor the outer
perimeter. �I_hen operated at the design pressure, this
overlap results in acceptable application uniformity.
�Vhen operated improperly, well -designed systems
will not provide acceptable application uniformity.
For examDle, if the pressure is too low, the applica-
tion deDth will be several times hicher near the
center of sprin.Uer and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
mav be a cceptable, some areas receive excessively
high application while others receive no application
at all.
lov-hen applying Wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throuahout the
application area must be used to evaluate application
uniformirv.
.\,fanv tv-oes of containers can be used to collect
flow and de:erm-ine the application uniformity.
Standard rain gauges work best and are recom-
mended because thev alreadv have a araduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least 4
inches deep) to prevent splash and excessive evapora-
tion.. and the licuid collected can be easi1v trans-
ferred to a scaled container for measurin-. All con-
tainers should be the same size and shape to simplify
appUcarion depth computations.
All collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). Normally, the top of
each container should be no more than 36 inches
above the around. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evar)oration. Best times are before 10 a.m- or
after 4 p.m. on days with light wind (less than 5
miles per hour). On cool, clouciv days the calibration
can be performed anytime when wind velocity is less
thar. 5 mph.
The volume (depth) collected during calibration
0
should be read soon after the sprin.U�r gun cart has
moved one wetted radius past the coliecrion crauces
0 0
to minimize evaporation from the rain gauge. Where
0 0
a procedure must be performed more than once.
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable -Tow Traveling Cuns
Hard hose and cable tow traveling g-uns are calibrated
by placing a row (transect) of collection containers or
,a ges perpendicular to the direction of travel, Figure
1. The outer -auge on each end of the row should
CP 0
extend past the furthest distance thegun will throw
Wastewater to ensure that the calibration is performed
on the "full" wetted diameter of the pun sprinkler.
Multiple rows increase. the accuracy of the calibration.
Containers should be spaced no fu-,ther apart than
1/16 of the wetted diameter of the T-in sprinIkler not
to exceed 25 feet. At least 16 -auges should be used in
the calibration. Sixteen gauges ;,,ill be adequate
except for larcre guns where the wetted dia-meter
exceeds 400 feet:
(Maximum recommended spacina berween
gauges, 23 feet X 16 = 400 feet.) Gauges should be set
D
at least one full wetted diameter of throw from either
end of the travel lane, as shown in F;gure 1.
The system should be operated such that the
minimum travel distance of the gun cart exceeds the
wetted diameter of throw. Applicarion volumes
should be read as soon as the last gauges stop beina
0
wetted.
4
041

HARD HOSE AND CABLE TOW TRAVELER
IRRIGATION SYSTEMS
Reel cart
Left Right
Row of 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8
colleczjon 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A
gauges
Gun
Direction of travel cart
k
Wetted diameter At lea ie wened
(320 feet) drarneler en or ie.
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
.7
CALIBRATION PROCEDURES
1.
Determine the wetted diameter of the gun.
2.
Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
feet; the rain gauge spacing should not exceed 20 feet (320 ft / 16 = 20 ft).
:711
3.
Label gauges outward from the gun cart as either left or right (1-1, L2, L3, etc, R1, R.2, R3, etc.)
4.
Set out gauges along a row as labeled and shown in Figure 1, equally spaced at the distance determined
in
item 2 (20 feet). The row should be at least one wetted diameter from either end of the pull- The first
gauge on each side of the travel lane should be 112 the I n
_gauge spacing from the center of the a e For a
gauge spacing of 20 feet, Ll and R1 should be 10 feet from the center of the lane.'.
S.
Operat ' e the system for the time required for the gun to completely pass all collec6on containers. Record
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time
when wastewater no longer is being applied anywhere along the row. Also record the distance traveled in
feet for the time of operation.
6.
1 immediately record the amounts collected in each gauge. (Refer to Table I for an example.)
7.
Identify those gauges that fall outside the effective lane spacing, Figure This volume is the overiap
volume that would be collected when operating the system on the adjacent lane..
8.
Superimpose (left to.right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected ir) gauge LS (inside the effective lane spacing). Similady, R7 is
added to L.6; L8 is added to R5; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
�Sl

Field Calibration Procedures
for Anima I Wastewa ter Application Equipment
Reel cart 5�
Lane I
I Left
8 716 5 4 3 2 1
0 0 0 0 0 0 0 0
Direc:jon oi rravel Gun
cart
Lane 2
Left
8 7 6 S 4 3 2 1
0 0 0 0 0 0 0 0
Right I
Gun
1 2 3 4 5 -6 17 8 cart
0 0 0 0 0 0 0
Effective! lane spacing
(224 feet)
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
CALlBR.ATiON PROCEDURES (continued)
Right
1 2 3 4 5 6 7 8
0 0 0 0 0 0 0 0
/\ I
Effective lane spacing
(224 feet)
9. Add the amounts collected in all gauges and divide by the number of gauges within the effective are3. This
is the average application depth (inches) within the effective lane spacing.
Average application depth = Sum of amounts collected in all gauges
Number of gauges within effective width
10. Calculate the deviation depth for each gauge. The deviation depth is the difference between each
individual gauge value and the average value of all gauges (T"r7). Record the absolute value of each
deviation depth. Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive. The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an absolute value. ft does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text.
Deviation depth = IDepth collected in gauge i - average application depthl
"i" refers to the gauge number
11. Add amounts in #10 to get "sum of the deviations" from the average depth and dMde by the number of
gauges to get the average deviation.
Average deviation depth =
Sum of deviations (add amounts computed in "'10)
Number of gaugles v�ithin effective lane spacing
I-
12. The precipitation rate (inches/hour) is computed by dividing the average application depth (inch) (#9) by
the application time (hours) ("-5)
Aveirage apolication depth Cinch)
Precipitation rate = - Application time (hours)
4
6

HARD HOSE Ai\.---� C.j!3:-;- TOY,! 7RAVELER
-,?STEMS
CALIBRATION PROCEDURES (continued)
13. Compute the average travel speed
Distance traveled (feet)
Average travel speed =
Time (minutes)
14. Deter mine the application uniformity. The application uniformity is often computed using the
m athematical formula referred to as.the Christiansen Uniformity Coefficient -
it is computed as follows:
U = Average depth (r"T9) -Average deviation (-Irl 1) X 100
C
Average depth (#9)
.1 S. interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect — the exact same amount was collected in every gauge -
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 is
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
71
trave!ers. If the computed Uc is less than 70, system adjustment-S are required. Contact your irrication
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinklerwetted diameter.
a. Manufacturers' Specifications: QnMocleL-150 Type Taper Bore
Nozzle Dia. 9.9 in�;h Pressure (Gun) 70 psi Reel I O� psi
Wetted diameter 32Q Effective Spacing 224 ft Flow 197 GPM
Hose Size: Length 800 ft Diameter3 in
b. Spacing between collection containers (spacing 3_?—O_(ft) / 16) =-2-0ft
c, Number of gauges = 16
d. Scarz of irrigation event 7:15 a,m.
e- End of Irrigation event 9:00 a-m.
f. Duration (e-d) 105 minutes
Travel distance �20 feet
h. Operate the system and collect data.
7

/I" -
Field Calibration Procedures
for Animal Waste%vater Application Equipment
Table 1. Calibration Data (continued)
Gauge Distance Volume Overlap
No. from Center Collected Adjustment
(feet) (inches) (inches)
Corrected
Volume
(inches)
Deviation
from Average*
(inches)
Ll 10 .94
.94
.235(l
L2 30 .80
.80
.095 (2 - J)
L-3 so .59
.59
.115 etc)
L4 70 .61
.61
.095
L5 90 .50 .13
.63
.075
L6 110 .42 .20
.62
.085
L7 130 .33
L8 ISO .07
R 1 10 .73
.73
.025
R2 30 .81
.81
.105
R3 so .92
.92
.215
R4 70 .64
.64
.065
RS 90 .50 .07
.57
.135
R6 110 .27 .33
.60
.105
R7 130 .20
R8 ISO 13
*Absolute value, treat all values as positive.
i. Sum of ail volumes collected in 7"th 8.46 inchgs
j. Average catch C/number of gauges %ithin effective width (12).
0.705 inches
Distance traveled (ft)
320 ft
k. Compute the average travel speed
3.04 ft/min
Time (min)
105 min
average depth Cinches) 0,705 in
1. Precipitation rate 0.40 1
application time (hour) 1.75 hr
m. Sum of deviations from the average catch -- 1.336
n. Average deviation from average catch (m112) 0.115
o- Uniformity coefficient
0.705 - 0.113
Uc X 100 = 84
0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.
41
0-
0

HARD HOSE AND CABLE TOw TRAVELER
IRRIGATION SYSTEMS
Irrigation System Calibration Data Sheet for Hard Hose Traveler irrigation System
D AT E.- Land Owner Farm No.
a. Ntanufacturers' Specifications: Gun Model
Nozzle Dia. n Pressure (Gun)
Wetted diameter — ft Effective Spacing
Type
(Reel)
ft Flow —GPM
Hose Size: Length —ft Diameter in
b. Spacing between collection containers (diameter ft) / 16) —ft
C. wetted diameter (ft)
lNumber of gauges =
gauge spacing (ft)
d. Start of Irrigation event
4M
e. End of Irrigation event
I LON
17 ,
f. Duration (e-d) min 1. a, 11 10 1. 1. 2. 1. 10 .1 4. 1. 10
Travel distance
feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
i. Sum of all catches —inches
Averi�e catch Ci/number of gauges) inches
Distance traveled (ft)
k. Average travel speed = —
Time (min)
1. Sum of all deviations from the average catch
rn. Aver -age deviation from average catch
n. Uniformity, coefficient
X 100
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in light wind, an application uniformity Coefficient greater than
83 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed L� is less than 70, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.

k
Field Calibration Procedures
for Animal Wastewater Application Equipment
Calibration Data (continued)
Gauge Distance
Volume Overlap Corrected Deviation
No. from Center
Collected Adjustment Volume from Average'
(feet)
(inches) (inches) (inches) (inches)
Ll
L2
B
L4
LS
L6
L7
L8
L9
L10
RI
R2
R3
R4
RS
R6
R7
R8
R9
RIO
'Absolute value,
treat all values as positive.
aed can
Left WIM
lt� of 9 7 6 S 4 3 Z 1 1 2 3 A 5 A
00"MW 0 a a 0 0 a 0 0 0 0 0 a 0 a 0 a
9VA941
C.n
owactmM
Wcrred dj~er At kmt om -ened
(220 fort) diwww *hd ad t*W
4
0
I

Prepared by
R.O. Evans, Biological and Agricultural Engineering Extension Specialist
C. Borker, Biological and Agricultural Engineering Extension Specialist
T Smith, Biological and Agricultural Engineering Assistant &tension Specialist
R. E Sheffield, Biological and Agricultural Engfneenng EK tension Specialist
5, 00 0 copies of this public document were printed at a cost of S 1, 9 62, or 5.3 9 per copy.
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
Ots,nbuEed in furJierance of the ACts of Congress of May 8 and June 30. 1914. Employment and program opportunities are offered to all
p- Dple regardless of race, color, national origin, sex,.age, or disability. North Carolina State Universi-y, North Carolina A&T 5tate University� U.S.
r tpartment of Agriculture, and local governments cooperating.
�/97-5M—JMC;/KEL-27020I AC-55372
E97-30399

F0'r' C" � A Ln ,
System Calibration
Information presented in manufacturer's charts are based on average operaTion
conditions with relatively new equipment. Discharge i-ates and applicaiian 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 arT 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 irr the
design will after the application rate, diameter of coverage, and subsequerrdy the
application uniformity. For example, operating the- system with excessive pressure
results in smaller droplets, greater potential for drift, and- accelerates: wear afthe-
sprinkler nozzle. Clogging Or nozzles can resufr 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 prODer- 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 any -thing with a uniform opening and cross-section can be used- provided
the liqyid collected can be easily -transferred to a scaled container for measuring.
For stationary sprinklers, collection containem should be located randomly
throughouzz -he application area at several distances from sprinklem. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set ou-r collection containers 25 feet apart along the Transect on both
sides of the gun cam 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 Tor concern. You should contacr your irrigation
dealer or techniC21 specialist for assistance.
'Reprinted for CAMirication 7ra;ning tdr Operations of Animal Wa=- Management Systems Manual

K) �(- C" � A LD , -T--�� -- Y\e' V, Z'
System Calibration
I n -fo rrr, a -'D . Cn presented in manufaczurer's char-cs are based on average
ccndi-L;-,.-,s wirn relatively new equipmen-c. Discharge rates and 2P�ticat`cn ra-Les
cha:-,ca over zirrie as equipmenz ge:s older and compariencs we2r. In par�", - cuiar,
pur7jo we—a-r- -Lands. to reduce operazing pressura and jl:jlovv. With conzinLS--i USe,
nc=je wear results in arr i=easa in The no=zle opening which will inC7=_-_=Za Tj-fe:
disc"'arc-= while decrersinc z1he wetzed diameter.
You shculd be aware that operating the sysTern differently than assume,--; irT the:
des.:cn will alter the applicavion ra-Le, diameter a-f- coverace, and subsequer-idy -zhe
applica-:4cin uni . formity. For example, operating -the. sy.—,em with excess;ve pressure
res ulza in s,—. -aller droplers, greZier potential for drift� an c± acceleraTes: w-e-ar ar-turie-
s ' orinkler nc—ame. Clogging of nozzles can resulr in pressure increasa. Fiucce-�-
imakes or crystalliza-Lion of mainlines will reduce operating pressure. OPerr-a-Ling
below desicn pressure greatly reduces the coverage diarnezer and aoohc=_*
_L;0n
u n i-foi-m ivy.
For the a""ove reason, you should calibra-za your equiornent, on a regular basis :o
ensure prc3er, E.poucaavon rates and uniformi-w. Calibra-don aT leasz oric_= _=very
rnmeride-'. Cafibra-don involves collec-Ling and MC-=SL.-,.-,Z: TJOW 2T
ye-f- is reco
in zhe
P-re=.. Any number of containers can ro
coliecz flov-, ar.d determ. ine :-h-e a-por . icavon raze. Rain cauces work besz 0*e:_='_'Se
-1--i=v airea-tv have a arac . ua— . -cale -rorn which zo read zhe applicavon amo-unz
L
-z having 'co perf,"orm, additJonal calculatlons-. However, pans, plastc bucke:s,
n C: Witi a uniform, coening and cross-section can be Lse,--;. Providet
jErs' or
i1cuid ;==ileczed can be easliv -,ransferre er -� r,-,.==--�:nnc.
.1 d to a scai=d con —min 10
For s-L==L:c,-F_:-/ sprinklers, collev:-Ian con-Lainers: should be locaTed randorniv
-d'-rouaho L:: t"je aoplicz-don area F--c several distances 'From, sprinklers. F-br =r_ve.iaw
cuns' should be loczred along a -Lransecz perpendicular to the dir-2clion
Qj�- pull. ouz coflec-,ion comainers 25 feet aparr alona t4he Transec-. or, bcrz',-7
s, I des 07 VIC- gun cam You shouid cornpure the average application raze for all
nonuni­­jor-..-zf of the application-. On a windles.-, day, variation between contzjner�
01 more t"Jari _3-0 percent is cause for concern. You s4hould contacr your irricazion
dealer or tec"Inical speciaiisr for assiszance.
'Re=ff-zled fcj- C--1--�7CZti017 7-raining for Operaribns of Animal SysTerns Manual

74- LFW IOU
hereby give y
(lando;'iner) (pz�6ducer)
permission to apply the lagoon effluent from your operation
on acres of my land (see attached map showing the
field(s) to be used for the waste disposal). This
permission is granted for the life of the proposed swine
operation.
I have not and will not. give permission to anyone else to
apply their lagoon effluent or litter to the fields and
tracts listed below.
Tract (s) Number
0
Field(s) Number
The lagoon ef fluent is .,to be applied in a manner that will
not cause a problem with the nutrients leaching out of the
soil and into ground and surface water (lakes, streams, and
drainage ditches) .
The application of the waste will be timed in a manner so
that it will not inconvenience the existing farming
operations.
(landowner)/ (date)

United States Natural Resources P.O. Box 277 '
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
Operator: -�DtJALZ) -TozkV - ( LOMAS '100vek -
Please review the attached plan and specifications carefully. Retain this plan for your use and
records. It is strongly recommended that you, your contractor, and The Natural Resources,
Conservation Service personnel are in agreement as to how the waste lagoon is to be
constructed. The Natural Resources Conservation Service personnel will meet with all
concerned parties and walk over the site to explain all flags and markings. It is important that
everyone understand what is expected so that final construction meets plans and specifications
and the job can be certified for payment (if cost -sharing is involved).
'Mis design is for an Expanding Waste Management System. 'nere has been no attempt to
balance the cuts & fills. The excavation figure includes excavation for the new section of the
lagoon and for the clay liner for the entire lagoon. Reshaping and excavating in the existing
storage area are not included in the earthwork computations due to the uncertainty of the
existing conditions.
The actual amount of material to be excavated will therefore vary from the estimates. if
additional material is required after construction is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
NOTE: Design Requirement:—, Z79 739 —cu.ft. /0 cu. yds.
Estimate of Excavation:
.cu. ft. cu. yds.
Estimate of Clay Liner: cu. ft. cu.yds.
Job Class
Design By
Design Approval_
Name
- /1P - 95'
Date
Date
The Nsuid Rasourm Cocauvatkm Scrv�=,
formedy the Sao coapervesm Svrvkc.
is an agancy of the
Uahcd Statm Depww�zw of Agrkuhuft
AN EQUAL OPPORTUNrrY EMPLOYER

Oloerstor:LUMAS TURNER - County; Duplin
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
I
Date: �-" / 10 / 9
S00.00 Ket,
0
sows
(farrow
to
finish)
x
1417
lbs.
0
sows
(farrow
to
feeder)
x
5E2
lbs.
1200-head
(finishing
only)
x
135
lbs.-
0
sows
(farrow
to
wean)
X
433
lbs.
0
head
(wean to
feeder)
x
30
lbs.
Describe
other
: ----------------------
Total Average
Live
Weight
R. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume " 162000 !by. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/15. ALW I CF/lb. ALW
Volume = 162('-)C)0 cubic feet
0
0
162000-lbs
0 1 b -7.
0 lbs
162000 1 bs
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION JAVOA�C 10CLUDEb A-T- OwA&Z; --rierQUE-'--'T-
-z,LVDG9 WLLL Be VZ-rwUO A!> A)600-
Volume - 0.00 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top
length (feet) ---------------------
217.0
InEide top
width (feet) ----------------------
AVEWE W0-04. 561
Top of dike
elevation (feet) -----------------
50. 0
5keeT -Z
1-0
eottom of
lagoon elevation (feet) ------------
40.0C
AMAL -DllneA)'510A)�
FTeeboard
(feet) -----------------------------
1.0-
Side slopes
(inside lagoon) ------------------
3.0 :
1
Total design
volume using prismoidal formula
ES/END1
SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH-
3.0-
3. 0 ' 3.0 .. 3.00, 211.0-
194.0-
9.0-
AREA OF TOP
LENGTH WIDTH
21.1 . (:'� 19 4.
AREA OF BOTTOM
LENGTH WIDTH
157.0 140.0
40934'(AREA OF TOK
21920'(AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH * 4.
1B4.0'
167.0''
122912 (AREA
OF MIDSECTION * 4)
CU. FT.
= [AREA TOP
+ (4*AREA MIDSECTION) +
AREA BOTTOM] DEPTH/6
40934.0'
122912.0'
219SO.0'
Total Designed Volume
Available 27S739 CU. FT-

TEMPORARY STORAGE REQUIRED
AREA:
Lagoon (triP. ol: alike)
Lerig-�h Width = I _m_
2 11 '? . (), -qua-re feet
Buildings (roofl' and lot water)
'as, D a. �
9 17, 5. 0 "�s q U a r e Ife e 1[-
TOTAL DA 52575.0 square feet
Design temporary storage period to b e
5A. Volume of waste produced
a
D -e F, c: v- j - b P '1% i �-� s, -r - - o .
18 C) d a
Feces La-ine production in gal../day per 125 lb. ALW I . 3 71
Volume 16200C� lbs. ALW/135 lbs. ALW * 1.37'g-al/dav 10 ") d, avEs
Volume 295920-gals. or 139561.5-cubic feet
5 1B �.,olu,:-ne of wiz.-tsh water -
This is the _ainount of fresh water used for washi-na floors r:,r volum--,
of fresh water- used for a flush s-stem. Fiush a t e. C: i 'F C u 1 -A 41-
tile water- al-e accounted for in 5A.
"V'CDIUM�_ = C.() gallons/day *
o 1, L-. fri e 41.11) Cubic feet
18 C." C! a v = �s t C, o, e -­2 -1 .1
5C. VI)Iume of rainfall in excpEs of evaporation
IJ=-e Period of time when rainfall e:-,ceeds evapor-ation b-,., lai-gei5t
i,9('.) days excess r_;�iinfall 7.0 iochpc�-,
C.
Volume j in * DA / 12 inches per foot
VOILtfile C? 6 C"j 8 B. c u b i c fe e t

5D. Yolume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume 32B59.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 3956i cubic feet
5B. 0 cubic feet
5C. 30669-cubic feet
5D. 32B57 cubic feet
TOTAL 103090-cubic feet
6. SUMMARY
Temporary storage 180 daY5
Rainfall in excess of evaporation===========> 7.0 inchei5
25 year - 24 hour 7.5 inches
1.0 feet -
Side 3.? : I
Inside top 217.0 feet,
Inside top 200.0 feet
TDp of dike 50.00 feet
Bottom of lagoon 40.00 feEt
Total requir2d 225090 cu. fti
Aotual design 2787Z? cu, ft!
Seasonal high watertable elevation (SHWT)===> 45.20 fest-
Stop pumping 46.00 feet
Must be > or = to the SHWT elev.==========> 45.50 feet'
Must be > or = to min. req. treatment el.=> 46.00 feet'
Required minimum treatment volume===========> 162000 cu. ft.'
Volume at stop pumping elevationx===========> 16654e cu. ft" �XneTMOO
Start pumping 42.10 feet
Must be at bottom of freeboard & 25 yr. rainfa3l
Actual volume less 25 yr.- 14 hr. rainfall==> 245880 cu. ft.-
Volume at start pumping elevation===========> 242874 CU. f t
Required vDiume to be pumped================> 70230 cu. ft.-
Actual volume planned to be pumped==========> 7632& cu. ft.-
Min. thickness of -o0l liner when required==> 1.5 feet-
7. DESIGNED BY: APPROVED BY: x
Zee
DATE: DATE:
NDTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET I OF a
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
120 days of tempbrary storage. The time required foc We planned
fluid level (permanent and temporary storage! to be reached may vnF---;
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour,storm for the location.
Thy volume of waste generated from a given number of animals will We
fairly constant throughout the year and from year to year, but exces-i-,
rainfall will vary from year to -year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . if the outlet pipe is not installed at the elevation to
begin pumping7 a permanent marker must be installed at this slavation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such a.-:;
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid ryt�
canter pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon bapre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete..
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
F. The attached waste utilization plan shall be followed. This
plan Facommends sampling and testing of waste.(see attachmenU
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level,
reaches the elevation 48.10 as marked by permanent marker. Stop pump -
out when the fluid, level reaches elevation 46.00 . This temporyr�,�
stoTaga, lass 25 yr- 24 hr stQrm., contains 70230 cubic feet or
52532B gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation i.z-;
ine (1) inch and the recommended maximum application rate is O.:�'
inch per hour. Refer to the waste utilization plan for further dotolls.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain A vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
6. 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 ROO feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of'
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

' SEEDING SPECIFICATIONS
______________________
AREA TO BE SEEDED: 1.00 ACRES
. .
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0'00 LBS' FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS.',
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0'00 LBS' RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0'00 LBS. 'PENGACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
a'N} L-BS' HULLED COMMON BERMUDA GRASS AT B LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRlL 1 TO JULY 31
0.00 LBB. UNHULLED COMMON BERMUDA GRASS AT 10 LES,/4CRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.00 LBB. RYE GRABS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. _________________________________________________
APFLY THE FOLLOWING:
1000'00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2'00 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.00 BALES OF SMALL GRAIN STRAW (100 BALES/ACRI)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING' SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING 16 COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 !NCI,;
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH'
ANCHORING TOOL OR NETTING.
1, PENSACOLA 8AHlAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT e
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER

SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulderB,sod and rubbiEh.
Gatisfactory 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 priol-
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 linvn�
gradeal and elevations shown on the plans. Earthfill material shall
be free of detrimental amounts of sod, roots, frozen soil, atones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials ban be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed C�
inches in thickness when loose and prior to compaction. Each laver
will be compacted by complete coverage with the hauling and spreadjog
equipment or standard tamping roller or other equivalent method,
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT.OF LINERS -IN THE LINER
TECTION OF THIS SPECIFICATION. The embankment of the lagoon sha13 be --
installed using the more impervious materials from the required
excavations. Construction of fill heights shall iAclude 10 percent for
settlement. Dikes over 15 feet in height and with an impoundment
caoacity of,10 acre-feet or more fall under the jurisdiction of the NF
Dam Safety Law, ' The height is defined as the difference in elevatier,
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construqtion to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
-----------------------------------------------------
IZ'�Ll / &�."l -51DZ-, '-YAa49
NOTE: LINERS ?P4RVThW-&1 FULL) ARE REQUIRED WHEN THE ATTACHED SO!LS
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS DESCRIBED nELOW ARE
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED PY-THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be Dver­
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfil!Ed
as specified to grade with a ECS approved material Cie - CL,SC,3H).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANE FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF �R
-ier -na-eri-al T
-jo i t t -- shall come fiDfft ai� appioved boilcw
minimum water conterit of the linei- material shall. te optj.rTuF,.,.
ro ;-it ent w h i c h r e I a t o- s t- 0 t h a t m o i S 1"u r- 'a c o 1-1 t e f I t w h r::� n t h C-? �3 c-` i .1 1, :--1 -�L-
i n t h E- h I= n d i t w i I I --F o V- m a b a 1. 1 w h i c h d o e� u, n o t i- ei--(d ; I y e p a i- a E-!
t1l ie ---d-ded to 1) c, Y- r 0 w a-s to in---Ure P� G'PC�F
e -, n t F -i t: c
dui-ii. g plar--emt-ent of the liner. The moi--tui cc i o f t t
f-iia r -. a 1 -;- h -a I I n o t b e? I e -z -zi t h a n 0 P t i III LA.-f' VJ- -a t E: IF C C, rt t E? i-- t d 1- 0- 1
I h e F1 I �E-k IT4 um w a t e r content relates to the soil mat-Prial. bt:-�,ii--�cl tor.1
r e f f c: i e n t u s e o f h aul i -n g eq LA i p m e n. t z-,t nd p F o p e r c: �--1 m p a C t i o ol .
compiFiction of the liner includes placement in 9 inch and
com,pactQd to at least ?0 Per -cent of the MRXifflLhn f)ST1111 E-6c:,ZB' U�-iit
Weioht of the liner material. When smooth co- hard, the Previ.C'Ucz 1 -f t
shai I be scar i f ied and mo istened as neaded bef oi--e p lacement of Fhe nt�� t-
I if t .
The aingle most important factor affecting the overall compacte'd pf--rxAE.:'-
of a 'clay liner, other than the type of clay useld for the
liner, ij::� �LC -i=tructioin processing of the cnmr)aC-tc-.-d I i Fie--
ef f i c i ent coi
The seqij�=nce of equipinent Use and the routing (if equipriiient ii-. ar
.. ;- L)
lis-1-1-ed pattern helps a -----,sure uniforfliity in the whole pl-acefifent �Eii"4c.l .
comp; -action process. For m-ost clay Soils, a tamping or
roller is the Preferable type bf compaction eqUipi))E'�nt.
The soil liner shall be protected from the disc:haroe of w,;Rste? outlet-
r- -
pipes. This can be done bv using Some type of energy
o-�- using fle-Xible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and ber,11-onite
Whitt-%n these are 5pecified, additional construction Spec if
included with this Constructio-n Specification.
CUTOFF TRENCH:
--------------
A cutol­f tTench shall be constructed Under the embanklyle,
nt al-e-at when
'hown on a typic-al cross section in the plans. The final diepth ---.f th-z-z�
--utc fo u ri d t i c-- -n
- , f t r e n -- h s h -a .11 b d e t e r m i r, e d b v o Fj s e r v -.-A t i o n c f t h
mater iai s .
VEGE- T AT I ON -
------------
All e.-,po5eb embank-ri-tent and other bare constructed arc-:a-S shall 'UE-:
to thE� planned type of vegetation as soon as possible af t e r c o n H, t -t-- u c -
tion accor-ding to the seeding specifications. Topsoil =ho-.:tjd bF. Pll�ced
--a -v -ed -F-
on ay --=as of the di'-e and pad to be Seeded. Ternpoi se - ina o -ul.
shall be Used if the recommended permanent vegetation iS OUt Of Se-FASC-0-i
dates seeding. Permiarient veqetation should be Pstablish,��d �t�3 sooc,
as possibic- during the next period of approved seedirig d&te- .
REMOVAL OF EXISTING TILE DRAINS
------------ -------------- --------
When tille d-;-aivis �-re �-ln-ountpred. the tile will be- i-emovu� d, o :--, -m i -3 i Mu
of lc� feet be-yorid the outside toe of slope 0-7 the dike. T it e t -1 1
-"- i- L
t. . e n. c ILI S h a I 1 0 tt3 b a c k f'i I I e- d a n d C o m p a c t e d w i t h a o o d m a t e r -1 a c h
�i�
CL. o,,- CH.

GH-V�rs-2.0 US DeGartment of Aariculiure
Soil Cnservaticr Service
DLJANTITY CALCULATIONS7
prepared for
L- LJ 1-1 �:-; -r LJ r�- NI EE: F-z
i rk
Wayne County , Nor th Caro 1 i na
De -signer
JC FORD
Check-er
- - - - -
- - - - - - - - - -
Date
C)B/10/95
Date
-------------------------------------------------------------------------------
Job Number ILT
I ** E.,..,cavaticsn
** I
*-*
Fill **
P-C, t
Left Right
Off-CL I
CL
D i s t
I Area
Volume I
Area
Vc. I wrie
Width
ss
(ft) I
sta
(-Ft )
I (SqFt)
(Cu.Yds) I
(S--Ft)
o.1 3: 1
12E3.0 I
1 935.1
1
I?
i
6 15 1 . 3 1
92
1 3:1
128.o I
1+()o
1 915.9
1
0
1
100
1
3089. 9 1
92
0: 1 2 : 1
128 1
2+00
1 752.7
1
c). 4)
1
43
1
1118.7 1
Zf
1 3:1
12B.0 --t-
2+43
1 652.1
1
I Total
4BS9.? I
Total
E'5TIff)AT6 Cfr ADI)M00AL
'DIVIC-
UTWE&V
0 � kht,,� 56CIPO�d
10 ( 15 ') ("i)
(Z 10')
/ Z 7 CF/r-y
z' 58 3 ('�
-fo4L
EYcAunoo
Or dEu/ SP-c-nou
S�143
C�
+
ExcAvKDoij
Foz- CLAY bt-)eiz
Zbl(p
Cy
-1-1 -
1 Or -I A�- JFY C AA D 0 A.) 0

I
US Ele.pjrt�eent Df AcriculiurE
EDO ConservatioD Service
D A T A P 0 1 N TSI
p r op a r e d f c, r
I-1, n-- _cH; -F LJ FZ
Wayne County Nor th Caro 1 -4 na
Designer : JC FORD
CheckE:-r
Date : '"0/10/95
Date
Job Number ILT
---------------------------------------------------------------------------------
TEHPLATE DATA:
Bea i nn i I-Ig Elevation 40. 0o
Beginning -E t a t i o n +81
+el to +B1
C\. 001CLI:?2/3
C)
t/ f t
+81 to 1+00
C\-4-101CL92/3
0.0oo(,?()
ft./ft
1+4--�O to 2+00
C\.001CL92/3
0.0000C)
ft/ft
2' + () () t c, 2 + 43D
C 00 1 CL92 /33
ft/Ift
SECTION NUtIBER 1
C-enterline St,---ktion +53-1
ORIGINAL DATA: (distance elevation)
12-5.0 / 51 .0 150.0 / 49. 0
200.0 / 4e.7
250.o 48.1
31-.)().o 4�-.B
=�ECTION NUMBER 2
CerltL-rline �,-'tation 1 +
ORILGINAL DATA: (distalir-e / elevation)
125. 0 5 0 . 7 140. 0 5 0 . 2
48. 0 46.6
42.6 2 o - =
SECTION NUMBER 3
t e r 1. i 1 stationt 2+4.
LGIRIGINAL DATA: (distance / elevation)
0 / 49.6 130.0 / 49.6 140. 0 49.1 150. (1 47.3 0 Q . 4'--- . 7
510 . 0 / 46.5 '3C)o. 0 / 415 . B
E-E.CTIGN NUMBER 4
Centerline -�tation 2+413
1,16INAL DATA: (distance elevation)
- -1 - - 3- -, 1 -) (, . I -? / 4
46.3 2'.)1. . 4 22. 5 4
47 . � � �- f� . i

m.4
i:::p
7. .7; J K?6'- 'J
--7,-) 1:00
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. ...........
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UNITED STATES
DEPARTMENT OF
AGRICULTURE
-------------
SOIL
CONSERVATION
SERVICE
-------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORKATION
--------- LOCATION_L2FE__'a&_J2LJL4 ---
_21AILC -T-Lr ---
------------------------
------------------------
TELEPHONE­9LQ��-Z29-:�-193 ------ SIZE OPERATION-_=7
_b9QkZ_ff2 JjA 1K
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -89Q-FT. V-11
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO ----
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" /
PERENNIAL STREAM, YES ----- NO ----
If no, site mVit be relocat6d.
is SI�E WITHIN I MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES ----- NO -
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities il-n constructi on area? YES----- V/
If yes, -see Part 503 of the National Engineering manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page I

WETLANDS
14ILL SITE INVOLVE CLEARING WOODI:AND OR ANY
NON -CROPLAND? YES---- NO ----
If yes, producer must complete a Form AD-1026. V-1
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO ----
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of A.D-1026 and CPA-026 Should be attached to
site evaluation.) V�
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO ----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO--Z-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO -
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES ---- No
WILL THE ACTION RESULT IN SODBUSTING? YES ---- No ----
If yes to
for po - licy
completed.
any of,. these quest�iohs, refer to form NC-CPA-16
sour ces. The form I doles not need to be
- PEE 00PLIV FIEU) OFC(CF, -
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED -WITH PRODUCER '
........ PREDOMINANT WIND DIRECTION? YES- NO ----
........ POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIKAL? YES --- NO ----
........ PRECHARGING LAGOON WITH FRESH
WATER'TO AT LEAST 1/2 OF THE
CAPACITY? YES --- NO----
........ USING GOOD SOUND JUDGMENT IN V/
LAND APPLICATION OF WASTE? YES--- NO ----
Page 2

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES­v'�2c NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO q
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach Waste Utilization Plan to site evaluation.)
X
SOIL INVESTIGATION — VALID ONLY IF
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A.CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
SOIL INVESTIGATION
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to
wl�
YES ------ NO ------
YES-- -- NO ------
YES ------ NO--��!--
QUESTIONABLE --------
YES ------ NO-1---'---
site evaluation.) t�-
SITE APPROVED YES--=-- NO ------ CONDITIONAL---
COMMENTS-
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT S ITE_EV LUATION V NVALIDATED.
SIGNATURE- __ -, J W__ f --------- DATE-@-/&--! -
Page 3

AD-1u26 (06-111-111) UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved - OMB No. 0560-DO04
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION 6(o3l
1.
Name of Producer
2. Identification Number
3. Crop Year
4.
Do the attached AD-1026A(s) list all your farming interests by county, and show current
YES
NO
SCS determinations? lf'Wo". contact your C6untv ASCS Office before eompleting thisfo;-m.
5.
Are you now applying for, or do you have a FmHA insured or guaranteed loan?
6.
Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7.
Are you a landlo7d on -any farm listed on AD-1026A that will not. be in compliance with
HELC and WC provisions?
"8.
Has a HELC exemption been approved on any fanns listed on AD-1026A because the
landlord refuses to comply?
9.
List here or attach a list of affiliated persons with farming interests. See reverse j��
explanation. Enter 'Wone", if applicable.
If items 7 or 8 are answered "YES". circle the applicable farm number on AD- 1 026A.
During either the crop year entered in item 3 above, or the term of a requeseed USDA loan:
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop.
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas bN
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you.conven any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use?
_j
If answers to items
10, 11, 12, or 13 are
0
"YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
number on AD-1026A. Or list tract number in hem 12 on AD-1026A. ASCS will refer this AD-1026
lo'SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete. complete item 16.
I hereby certify that (he abo ve intognafion, and the information on attached AD- 1026A's. is true and correct to the best of my
14. Signature Of kno
7!eae and belief.
Producer 00 6_��
15. Referral To SCS N Enter a 4 it a SCS determination is needed because r__TMate Relerred
(Completed by ASCS) 'Yes'is answered in item 10, 11. 12, or 13. Ln,4//
NOTE: Before signing in item 16, Read AD-1026 A
jo�CS -Fleptesentative
. ax� �6/-
I hereby certify that the above information, and the information an attached AD-1026A's, is true and correct to the best of my
knowledge and beliet It is my responsibility to file anew AD-1026 in the even( there are any changes in my farming
operation(s). In signing this form, I also certify that I have received and will comply with the compliance requirements on
16. Signature of AD- 1026 Appendix.
Producer 111111110- bate
17. Remarks:
scs COPY,

U.S.D.A. SCS-CPA-026 1. Name and Address of Person
Soil Conservation Service (June 91) J u_�,, ai` u_ n ,_�
HIGHLY ERODIBLE LAND AND WETLAND p S Q 7Ar
CONSERVATION DETERMINATION I
4' .. ,,ne of USDA Agency or Person Requesting Determination C4
5. Farm No. and Tract No.
SECTICIN I . HIGHLY ERODIBLE LAND
2. Date 01 Request
5'
-116 - 1`5
3
6. Is soil survey now available tot making a highly erodible land determination? Yes No ❑e
FIELD NO.(s)
TOTAL ACRES
"t '
7. Are there highly erodible soil map units on this farm? Yes No ❑
-
8. List highly erodible fields that, according to ASCS records, welre Ned to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Hiohly Erodible Land determination was completed in the: Office 2T Field ❑
SECTION fl -WETLAND
FIELD NO.(s)
TOTAL ACRES
11. Are there h dric soils on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23. 1985, as long as they are not
abandoned.
13. Prior Convened Cropland (PC). Wetlands that were converted prior to December 23, 1985, The use, management,
drainage. and alteration of prior convened cropland (PC) are not subject to the wetland conservation provisions unless
Me area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
_ a time the minimal-effecl determination was made.
16.--.rgation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990. or the planting of an agricuftural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland convened between December 23. 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20, Good Faith Wettands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Convened Wetlands (CW). Wetlands converted atter December 23, 1985 and prior to November 28. 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands conversed after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Convened Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs.
cranoerries. vineyards or building and road construction.
24- Convened Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office Q field14 and was defiveredj] maifedo to the person on
28. Remarks.
FAA MW'iPqJ CV� Mcy 4a AOK WQ-*. 'Refer to Ahadied Map For Areas
Covered By This Determination.-
29. i cerrifi, thol the above determinairon is rorrecr and adequate for use in determining 30. Signature of SCS District Conservationist 31. Date
rligihility for USDA program benefits. and that wetland hydrology. hydric sails. and �,/J� /''
6ydrophyrir vegrtatron under normal circumstances exist on all areas outlined as 0 [ Y
Wetlands, Farmed Werlands, and Formed Wetlands Pasture. v / �-r
Assistance and programs or the Soil Conservation Service avallable without regard to race, religion, color, sex,' *ge, or handicap.
SC 'S Cc rizv

United States Natural Resources P. 0. Box 277.
Department of Conservation" Kenansvifle� NC 28349
Agriculture Service Telephone [phone]
June 5, 1995
Mr. Lumas Turner
c/o Jimmy Turner
Route 5 Box 205
Kinston, NC
Dear Mr. Turner:
Enclosed is your copy of a wetland determination for tract 5730 on which you indicated your
intent to clear some land. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
x NW- Non wetland - Area is non wetIand and can be cleared and utilized without
'V102-ting Farm Bill.
This determination is only for the area delineated on the attached map. If you plan to clear
more acreage than that shown on the map, you should request another wetland determination
for that area.
This determination ' has the concurrence of the US Army Corp of Engineers for purposes of
Section 404 of the Clean Water Act. Prior Department of the Army permit authorization will
be required for any discharge of excavated or fill material into waters or wetlands on this
property. A permit is not required for work restricted entirely to high ground. For project -
specific Department of the Army permit requirements concerning your proposal, please contact
Marta Boris at 910-251-4611. Please use Action ID 199503426 when referring to permits
associated with wetlands identified by this letter.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely,
x14'. e I
Michael E. Sugg
District Conservation�ist
The N—M Rmwurow CooservaLim Sryk..
form"iy die Soa Coamrvatiom Scrvkc.
is &a ag=cy of L6c
UaiLod S LoLm Dqnyuncnt of Ag rkuto=
AN EQUAL OPPORTUNMY EMPLOYER

United States Natural Resources P. 0. Box 277
Department of Conservation Kenansville, NC 28349
AgricWture Service Telephone [phone]
May 16, 1995
Mr. Jeff Richter
US Army Corp of Engineers
Regulatory Branch
P. 0. Box 1890
Wilmington, NC 28402
Jeff:
Enclosed is a wetland determination/delineation for Lumas Turner that I did according to the
Corp manual. As required by policy and the MOA, I am forwarding the data sheet and other
pertinent information to you for your review and comments. My understanding is that you
wffl respond within 45 days as to whether this determination is valid for Clean Water Act 404
purposes. Please respond sooner than 45 days if possible. If you have any questions, please
contact me.
Sincerely,
Michael E. Sugg
District Conservationist
enclosures
Tbc N-h-ra Rmumw Cc..tioo S.�jc�.
formcziy Lbe Soil cowerva6an Scrvke.
is &a at ency of the
Uaitad SL^um Depmucww of Agrkuhum
AN EQUAL OPPORTUNITY EMPLOYER

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action DD: nhf\3,-A2-(P—' County: JD� IN,
Concurrence Notification for NRCS Jurisdictional Determination
Property Owner/Operator: � -- _1 _% N Mmu Tvif,vc
Address: �--k 'f� ItQ& Zh
iWa�) � h�Q_
Telephone Number:
Farm Number or Tract:-'
Size and Arl-ccation of Property (acreage, waterbody, Mad namtLmunber, towr, etc.):
Delineator/NRCS Representative: 0 �_a
Indicate which of the following apply:
I concur with the wetland determination accomplished for the above described
property. As this determination does not provide information regarding the
specific limits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated, verified� and surveyed prior to any manipulation of the property.
Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
El I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
I concur with the wetland delineation accomplished for the above described
property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands� assist in planning, and provide information
which may be re-quired prior to issuance of any perrnit-
I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or fill material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project -specific, Department of the
Army p=mit requi'rements; concerning your proposal, please contact:
at
ProjectManagerSignature: 4
ExpirationDate- U-1-03

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06
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United States Natural Resources P. 0. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
April 13, 1995
Mr. Lumas Turner
Rt. 2
Pink HUI, NC 29572-9802
Dear Mr. Turner:
Recently I received an AD-1026 form from the Consolidated Farm Services Agency (formerly ASCS),
indicating. that you have requested a wetland determination on an area you want to clear. Since most
of the soils in this county have inclusions of wetlands, it is necessary that a soil scientist visit the area
you want to clear to determine the presence or absence of these wet inclusions. Generally, a soil -
scientist comes to this county about once per week, but because of the number of requests ahead of
yours, I estimate that it may be I - 2 months before we visit your tract. Once I review the spe�ific
area you wish to clear, I may be able to get the determination quicker if I can make the determination
myself rather than being required to get the soil scientist. If I can do the determination myself, it
generally on.]y takes 2 - 4 weeks'for me to schedule the visit.
Please be aware that after the initial field visit, it may require up to an additional 60 days before I can
finalize your wetland del ineation/determination. This delay is due to a requirement that I send all
wetland determinations to the US Fish and Wildlife Service and the Army Corp of Engineers and allow
up to 45 days for them to review this determination.. I am prohibited from sending you an official
determination prior to these agencies having this review time. Please be assured that I wWexpedite
your determination as quickly as possible but I have no control over this 45 day review period.
In order to avoid delays on the initial field visit, there are a few things that you need to do to prepare
for the soil scientist's or my visit.
1. If the area is wooded or overgrown with weeds and brush, cut some trails throughout the area so
that the soil scientist can walk through the area in several places and set flags of wetland area. If the
trails are not cut the soil scientist may not be able to see the area completely thus either resulting in too
much area being classified as wetlands or a delay in the determination until the trails are cut. Trails
should not be pushed with tracked equipment since this may require a permit from the US Army Corp
of Engineers. Manual labor or mowing is recommended. Trails should be 3 - 4 feet wide and spaced
approximately every 100 feet apart throughout the area to be cleared.
2. Clearly mark the area where you want the determination. Corners should be easily identifiable on
the ground.
3. Contact this office when you have completed these prerequisites so that a field visit can be
scheduled.
Tbank you for your cooperation in getting this determination completed. Your efforts will help to
speed up the process for you and others.
Sincerely, CL- C[A.L c\c4,
-�7n"4�4 (- — (V-&.DDa-% dliD
Michael E. Sugg b14Ckft\6-MCr1 44\(I� "%C�� LW- hQkf1b" -
District Conservationist A8Q
I
.,c Nsauxl Rcs*urcm Coo�&t;oo Svvice.
.r,=rLy the Saii conac"atiou scrvke.
� Le Cacy f the
niud stat=D;�w-Lmcza of A& rkuhum
AN EQUAL OPPORTUNrrY EMPLOYEP

United States Natural Resources P. 0. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
April 13, 1995
Ms. L. K. (Mike) Gantt
Field Supervisor
Division of Ecological Services, FWS
P. 0. Box 33726
Raleigh, NC 27636-3726
Dear Ms. Gantt:
As required by policy, I am notifying you that the NRCS office in Kenansville, NC has
received a AD-1026 form requesting a wetland determination on the following person:
Mr. Lumas Turner tract 5730
Also included is copies of the supporting maps.
Please respond within 10 days from the date of this letter if you wish to participate in this
wetland determination. I am not sure when I will schedule the on site determination, but if
you notify me of your planned participation within the established 10 day time period, I will
be sure to delay the final determination until the expiration of the required 30 days that your
staff has to conduct its evaluation. If I do not hear from you wiNn this 10 day period, I will
assume that you do not want to participate in this determination and thus I will send the final
determination whenever we complete it.
If you have any questions, please contact me.
Sincerely
Michael E. Sugg
District Conservationist
Tbc Nauuid Rcaourc= Con"ry Lion Sr�kc,
form.exiy the Sou ConscrV860c 2=cx.
is Lo as =Cy of Lbc
U[Litad SLauz DceLrLment of As ricuham
AN EQUAL OPPORTUNITY EMPLOYER

DATA FORK
ROUTINE WETLAND DETERMINATION
(1987 COE Wettand Delineation Manual)
Project/site:
SR 1703 approx 1/4 mite from SR 1732
Date:
.05/15/95
Applicant/owner:
Lumas Turner
County:
Duplin
investigator:
M. E. Sugg
state:
NC
Do Normal Circumstances exist on the site? (ED NO Community ID
is the site significantly disturebed7 (AtypicaL Situation) YES Transect ID
Is the area a potential Problem Area? YES Plot ID
(if needed, explain on reverse)
VEGETATION
Dominant Plant Species
Stratum
indicator
Dominant Plant Species Stratum Indicatorl
----------------------
1. Vacciniun Caesium
-------
H
.....
FAC
9.
----------------------------- ------- ---------
2. GayLussacia frondosa
H
FAC
10.
3. Pinus Taeda
T
FAC
11.
4. Quercus F&Lcata
T
FACU-
12.
5. Quercus Fatcata
SS
FACU-
13.
6. Pteridium Aquilinum
H
FACLI
14.
7. Acer Rubrum
SS
FAC
15.
8.
16.
Percent of Dominant Species that are
OBL, FACW, or
FAC
(excluding FAC-)
Remarks:
HTDROLOGY
Recorded Data (Describe in
Remarks)
Wettand Hydrology Indicators
Stream, Lake, or Tide Gauge
Primary Indicators:
AeriaL Photographs
Inundated
Other
saturated in upper 12 inches.
No recorded Data Available
Water Marks
Drift Lines
Field Observations
Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface water
none
inches
Secondary Indicators (2 or more required)
Oxidized Root Channels in Upper
Depth to Free Water in Pit
> 18
inches
12 inches
Water Stained Leaves
Depth to Saturated Soil
Is
i nch es
Local Soil Survey Data
FAC-Neutrat Test
Other (Explain in Remarks)
Remarks:

SO I LS
Map Unit Name AUTRYVILLE LOAMY FINE SAND, 0 To 6 PERCENT SLOPES
(Series and Phase): Drainage Class W
Field Observations
Taxonomy (Subgroup): ARENIC PALEUDULTS, LOAMY, SILICEOUS, THERMIC Confirm Mapped Type? NO
Profile Description:
-------------------
Depth Horizon Matrix Color Mottle Cotors Mottle Texture, Concretions,
(MunseLL Moist) (HunseLt Moist) Abundance/Contrast Structure, etc.
------ ------- --------------- --------------- ------------------ ---------------------
10 -18 8 10 YR 5/6
Hydric Soil indicators
Histoso[ Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Oroanic Streaking in Sandy Soils
Aquic Hositure Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on Nationa t Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
---------------
WETLAND DETERMINATION
Hydrophytic Vegetation Present? ED NO (Circle) (Circle)
We tland Hydrology Present? YES is this Sampling Point Within a Wertand? YES
Hydric Soils Present? YES
Remarks:
Approved by HOUSACE 3/92

DATA FORM
ROUTINE WEILAND DETERMINATION
(1987 COE Welland Delineation Manual)
:,.-cj C"'t/S tc: SR 1703 approx.
1/4 mi it
from SR 1732
Date:
05/15/�5
';�p� ican,,/Ojner: Lurnas Turner
County:
Dupl ir.
nVeb " 193 1, or M. E. Sugg
stale:
NC
Nc�lrr-at Circumstances exist on the site?
Coamnily ID
b the site significantly disturebed?
(Atypical Situation)
YES
Transect ID
!he are& a potentiaL Prob(em Area?
YES N
Ptot ID
I
,!f ric-r-ded, eAptain on reverse)
I A T I ON
Piar," Species
----------------------
Stratum
Indicator
Dominant PLant
Species
StratLtn '�ncizai:-
-
'Liercus Falcata
-------
I
-----
FACU-
9.
--------
Sassafras Albiclum
------- -----
SS i A:�:
Acer Rubr�.rn
SS
FAC
10.
3- Cuercus FaLcata
SS
FACU-
11.
— AriS:ida stricta
H
FAC-
12.
Sassairas ALbidum
H
FACU
13.
;oeaa
SS
FAC
14.
7. �inu� Tacca
I
FAC
15,
Patu.�tris
H
FACu+
16.
;crcor,-, of D=inant Species that are OOL, FACW, or FAC
(vAct-,dinq FAC-) 20
r.yDROLOGY
Recorded Data (Describe in Remarks)
Stream, Lake, or Tide Gauge
AeriaL Photographs
Other
No recorded Data AvaitabLe
Ooscrvaiions
Depth of Surface Water none inches
Depth to Free Water in Pit > 18 inches
Depth to Saturated Soil > 18 inches
i , P. c-mwj r i. s
Wettand Hydrology Indicators
Primary Indicators:
Inundated
Saturated in Upper I? incric.-;
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wcttana�,
secondary Indicators (2 or more requirea)
Oxidized Root Channe�s in Uppor
12 inches
Water Stained Leaves
Loca[ SoiL Survey Data
FAC-NeutraL lost
Other (EApLain in Remarks)

SDI S
Jnit Nbrw AUTRYVILLE LOAMY FIXE SAW3, 0 TO 6 PERCENT SLOPES
(Series ana Phase); Drainage Class
TLI�onomy (Sungroup): ARENIE PALEUDULTS, LOAMY, SILICEOUS, THERKIC
P�CitLe DeScription:
-------------------
Depth Horizon matrix Color Mottle Colors Mottle
(Munsell Moist) (Munse(L Moist) Abundance/Contrast
------ ------- --------------- ........... --- ------------------
10-18 8 1D YR 5/6
-iaric Soil Indicators
Histosol
Histic Epipedon
Sutfidic Odor
Aquic Mositure Regime
Reducing Conditions
GLeyed or Low-Chroma Colors
;emarks:
Field Observations
Confirm Mapped Type? YES
Texture, concretions,
Structure, etc.
---------------------
Concretions
High Organic Content in Surface Layer in Sancy i::.�
organic streaking in Sandy Soils
Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Other (Explain in Remarks)
DETER�41XATION
�f0ropnYtIc VegetatiDn Present? YES (Circle) (Circic)
ctland hycroLogy Present? YES NO Is this Sampling Point within a WetLand? YES
��Uric Soils Present? YES
oToa r k s
Approved by HOUSACE 3/;�

U-%:,I)A, SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME
J,
LOCATION
SIZE OF OPERATION
CONTRACTING COMPANY
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION FEET
AS DESIGNED
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON
INSIJD�8 SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEAN
FEEDER TO FINIS.H.
WEAN TO FEEDER
OTHER
: AS BUILT
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETA'nON YES NO
v
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
SIGNATURE I -11� TITLE DY (-T- DATE 9 gy-

'%vl'Aj--TE TREATMENT L, 'OON CONSTRUCTION Ch %-K FIELD
NOTES
By:
SIMONSEN
Emmi
11101MMIN
MINE111111111111H
ME mill
MEN slumm
LAGOON SKETCH (optional)
. tft-i,
(.)777 4—,
tA
oel
P4,.0
14Y

UNITED STATES NATURAL RESOURCES FEDERAL BUILDING, ROOM 108
DEPARTMENT OF CONSERVATION 134 NORTH, JOHN STREET
AGRICULTURE SERVICE GOLDSBORO, NORTH CAROLINA 27530
TELEPHONE: [phone]
------------------------------------------------------------------------
SUBJECT: ENG - Class III Waste Treatment DATE: June 14, 1995
Lagoon, Virginia Turner Farm
(Ronald Turner), Duplin County
TO: Michael Sugg, District Conservationist FILE CODE: 210
Duplin County
The subject waste treatment lagoon design has been approved by Dean
Bingham. You have approved the waste utilization plan and I did not
review it. Any changes from the approved plans require approval prior
to installation.
Please let us know if we can be of any further assistance.
J . Chris ord, P.E.
Environmental Engineer
NCDEHNR-DSWC
cc: Dean Bingham, P.E.

.U.
ni d Natural Resou'rces Co'ns_.-vation Service
9�w' P.O. Box 277
epIrtinent of Kenansville NC 28349
Agriculture 910-56-2120
0' erator: lre�,,vlqA.A� 7�;weA,..Fe
p - �/
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor, and The Natural Resources
Conservation Service personnel are in agreement as to how the
waste lagoon is to be constructed. The Natural Resources
Conservation Service.personnel will meet with all concerned
parties and walk over the site to explain all flags and markings.
It is important that everyone understand what is expected so that
final construction meets plans and specification and the job can
be certified for payment (if cost -sharing is involved).
The pad dimensions and grades are the best estimate. The BUILDER
or CONTRACTOR is RESPONSIBLE for final layout and design of the
pads. The Natural Resource conservation service personnel will
assist in a limited capacity, as its major concern is the proper
design and construction of the waste treatment lagoon.
7';V.t:s 1-s
The--act-Vea-amoun-t--�-of--ina-t-er-i-a-1---requa:red-,I eE pads -and-dam-may---varyuF,,,,,..,T;,,,AT,
Tqie-d-es-i-g-n-.�-w-i-11-a-t-tempt-�t-o-ba-l-a-nee-cuts----=-nd
close­a-s-possibl: . If­edd4t-ironaa-materrial i4;-r-equIr-ed
al-tex-emm-strucL-iozz is comp-l-etm--oz--the--lagoon-,-�t-h-f---cont-r-a-c-tor-a-nd
4=hhe price and lema-Vion ef berEew amea,
�,ckX /-/,In A rifO AFXC_1vse4 iYo k;�Z_37&r -:0-1drX IV& 71 _-710V114 eel~ a
Ir- 4 4 X t-, V11'
.6 - r" "qY. 1 - -
N�M. Design Requirement: -,-:>7z>/F7'Vcu.ft. .,cu.yds.
Estimate of Excavation: cu.ft. = :::2 cu.yds.
Estimate of Pad
4! T 771 tnq 7-4,9
'V 17f Ration
Job Class
Design By
Design Approval
Dike: cu.ft.
V44
Name
2, 2,5"
Date
If- 1(5.4614 - /M<5'
/�' - .7.5-
Date
716c Natural Resources Conservallan Service, formerly the Sail Conservation Service, ia an agency of the Department of Agricukure,
AN EQUAL OPPORnNM V4MOYER
cu.yds.

Operator;
D��c. to nearest residenue(other than owner):
,own (farrow to
cows (farrow to
head (finishing
1224
Wows (farrow to
head (wean to
Ave. Live Weiyht ini other
Storage volume for Sludye accum. (cu. ft.):=>
Treatment Volume imin. I cu. ft./lb.):======>
1.0
25 Year - 21 Hour Poinfoll
7.11
hainfall in encess W± evaporation (in.)=====>
7.0
Drainage area of hwiijingn� L lots (sq. f t. >
Volume of wash watex
Temporary storage period (days):============>
160:
Freeboard
i
Side slope, ii"'Id"
1.6
inside top lyngt!
5 16. -2.
in2ide top vidLh
104.2
TOP Of dike elevavi�n
5C,
bottom of !,loan IyVjQW"
qeawonal high wnLet o"blotSHWU
70tal requir&j 270587
cu. it.
Autual design nnlw�=: —I:====—>271M41.43
ou. M
MOP pumping V1. I> or to 0.0 ft SHWT---
". --- -- J. L 0 46.6 ft Miii)
F iired minimum tye6twont volume: 165240
cu. St.
V"-Ume at stop pumping elevation: 1056811
cu. ft.
start pumping
Volume at start pumping elevation: 1056811
cu. ft.
Actual volume less 25yr-24hr rain: 237424
cu. ft.
NOTE: Verify that temp. storage is adequate ' :
R&q. volume to be pumped:===4> 71729
cu. ft.
Actual volume to be pumped:==> 0
cu. ft.
it.
ft.

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TURNER County: DUPLIN
DnaiEnQw & �warest residence (other than owner):
Date: 6-2-95
IS00.00 Net
LIVE WEIGHT
(ALW)
P�"Y (farrow to
finish)
M
1417
lbs.
0 o.a- (farrow to
feeder)
x
522
lbs.
�-vd (finishing
only)
X
IS5
lbs.
n�-K (farrow to
wean)
433
lbs.
r�?! (wean to feeder)
30
lbs.
other :
--7
------ ------
--- ------------------------
Total Average
Live
Weight
.: Wn- rvqgUIRED TREATMENT VOLUME OF LAGOON
—!,�a = 162000 lbs. ALW m Treatment Volume(CF)/lb. ALW
,,nment Volume(CF)/Q. KW I CF/lb. ALW
--a = 162000 cubir feq-t
0
lbs
0
lbs
16200C)
lbs
0
lbs
0
lbE
162000 lbs
�;-.UME FOR SLUDGE ACCOVKLAT !ON - 44xf PwOx RQOW,or X� 5Y,00
04-1,4r A 11,54K
5--D6e Awn, 9-4 ARA"'A"ro ox Ivexa.741.
0.00 cubic feet
oft-lq4-r 770 V-
�i !JSIGNED VOLUME AMD jvnQwn RWA a& Acr"4,4
insihe top length (feet) --------------------- 44102.2
inside top width (feet) ---------------------- 0514.2
Top of dike -elevation (feet) ----------------- 50.(-')
Nottam of,lagoon elevation (feet) ------------ 40.0
Ftenhoard (feet) ----------------------------- 1.0
SIAS SIOP2S (inside lagoon! ------------------ 3.0 1
litni design volume using prismoidal formula
PFZENDI SS/END2 SS/310K SS/SIDE2 LENGTH WIDTH DEPTH
3.0 - 3.0 S.0 3.00 V6.2 508.2 q.0
AREA OF TOP
LENSTH * WIDTH
V1,2 508.2 4868? (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
42.2 414.2 19167 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
WIDTH * 4
69.2
481.2
133196 (AREA
OF MIDSECTION * 4)
CU- FT.
[AREA TOP +
(4*AREA MIDSECTION) +
AREA BOTTOM3 DEPTH/6
42689.e
123196.2
19167.2
Total Designed Volume
Available 301378 CU. FT.

5'—. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
102.2 514.2 52551.2 square feet
Building5 (roof and lot water)
9736.0 square feet Describe this area.
TOTAL DA 61287.2 square feet
Design temporary storage period to b e 180 days.
5A. Volume of Qste produced
Feces urine production in gal./day per 135 1b. ALW 1.S7
Volume 162000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume 295920 gals. or 39561.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 35750.9 cubic feet
�N

5D Volume of 25 vear - 24 hour- =,torm
Volume = '7.5 inchcz. / IR inches per foot * DAM
V o 1 um, e = 3c�,-*3C-14.5 cubic. feet
TOTAL REDUIRED TEMPGRAR",.� STORAGE
��,q .
cubic
feet
51 E;
0
cubic
feet
5C
3-w-,-7151
cubic:
feet
51).
cubic
feet
TOTAL 112,�.';17 cubic feet
6. SUMMARY
w
-Temporary storaqe per 18C)
Rainfall in ex,-es-�� of 7.0 inches
25 year - 24 lhour 7. inches
1 . f eet
Side 3.0 : I
Inside top ----------
102 - 'I feet
Inside top 514.2 feet
Top of di�.-:e 50.00 feet
Bottom of lagoon
40. 100 f e e t
Total required volume=============== ---------
275617 cu. ft.
Actual design 301e72 cu. ft.
Seasonal high watertabLe elevation (SHWT)===> 45-80 feet
Stop pumping -------- > 46.00 feet
Must be > or- = to the SHWT elev.==========> 45.81) feet
Must be '> or = to req. treatment el.=> 46. 00 feet
Required minimum treatm,?,nt volume===========> 162000 cu. ft.
Volume at stop pumpinq
7 12 cu. ft.
Start puarping 4 e . C-1 feet
Must be at bottom of -'reeboard 0. 25 yr. rainfall
Actual volume less 25 yF.- 24 hr. rainfall==> 263574 Cu. ft.
Volume at start pumping elevation==========='� 2547?1 cu. ft.
Required volume to be pui-qped================> 75312 cu. ft.
Actual volume planned tL-., be pumped=========='� 83594 cu. fat.
Min. of zoil hen required==> 1.5 feet
7. DESIGNED BY: PPROVED BY:
DATE: DATE -
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: ...................................................
------------------------------------------------------------
g5,PA -Mec.S

SHEET I OF 2
OF�r;.'ATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (pqrmanent storage) and
161) days of temporary storage. The time required for thL planned
fluid level (permanent and temporary storage) to be reached may vc-.11--v
due to Site CDnditioj-JS� weathei-!L flushing operations, and the*a'mounti
of fresh water added to the system.
The desioned temporary storage consists of' ieO days storage for:
(1) waste from anim.als and excess rainfall after evaporation. 1 s o
included is storage for the 2_5 veaF - 24 hour storm. for the
The volume of waste qerierat�:�d from, a given number of animals t­iill be
fairly constant throughOL.tt the -,,car and from year to year, bL.14-
1--ainfall will vary from vear to vear. The 25 year rainfall will not
be a factor to consider in an anriUal Pumping cycle, but this �---`Uorage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) fi-om
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elavat'ic"'.1
to indicate when pumping should begin. An elevation must be establisheal
4-
,o stop pumping to imaintain lagoco-i treatment depth.
Pumping can be started or stopped at any time between these ttwo
,plevations for operating convenience as site conditions permit, sluch as
wea4-her, soils, crop, and equipment in order to apply waste withlout
runoff or leachina.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is stronqly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors;. Solids should be
covered with effluent at all tim�s. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
R. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
I D. -out of the lagoon when fluid level
Begin temporary storage pump
reaches the elevation 48.00 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.00 . This temporary
storage, less 251 yr- 24 hr storm, contlains 7513312 cubic feet OF
563337 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended ma.-imum application rate is o.3
inch per hour. Refev- to the WaS.te UtiliZation plari for further details.
5. I-,eE?p vegetation on the embat-4--:ment and areas adjacei-It to the
1,agoon mowed annually. Vegetation should be flertilized as needed
t-o maifltain a vigorous stand.
6. Repair any eroded areas: or areas damaged by rod6nts and
establish in vegetation.
All surface runoff is to be diverted from the lagoon to stable
Outlets.
-ass vegetated buffer around
Keep'a minimum of 25 feet of gi
waste utilization fields adJacent
to perennial streams. Waste will
;­.ot be applied in open ditches. Do not pump within 2')(--) feet of a
or within 100 feet of a well. Waste shaL11 be applied in a
manose-,- not to reach other property and Public right-of-ways.
P
D -r* e Clean Water Act of 11?77 orohib-its the disc:harge of
h
Pollutants into waters of the United 'States. The Department of
__ I, -onment, Health, and Niatural Resource-zi, Division of Environ-
- 'Vir
-cient­l Management, has the responsibil ity for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
--------------------- 7—
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 fros-ii
the lagoon and pad. area, should be stripped and s-t-ock-Iji-led -for use on
the dilea and pad areas. After stripping� the fOUnd8ti-C"� area of the
lacloon and building pad shall be thoroughly loosened prior
to placinq the f irst lift of fill material to get a good bond.
I
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 detrimental amounts of sod3 rootS9 froxen soil.. stones over
6 inches in diarneter., and other objectionable material. To the extent
they are :suitable., excavated materials can be used _�s fill. The fill
shall be broucht up in approximately horizon.tal layev­_ not to exceed q
inchz--s in thic`kriess when loose arid prior to comp-actio,ri. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not rea-dily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN �HE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
e,x,cavations. Construction of fill heiohts shall include 10 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
1.6
LINER: THE MINIMUM REQUIRED THICI"'NESS SHALL BE :Jc�$e -Ft.
------ -----------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS DESCRIBED BELOW ARE
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excav-ated be low finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material -shall come from an approved borrow area. The
minimum water content of the liner matt--rial shall be optimum moisture
content which relates to that moisture content when the soil is �--:neaded
in the hand it will form a ball which does not readily separate. Water
shall be added to bor ' Fow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the iiner
material shall not be less than optimuin water content during placeimen 4-
The maximum water content relates to the soil material being too wet
-id -ic t i o n. Pr ci p e r
o r efficient use of hauling equipment ai proper comp�
compaction of the liner includes placecnent in 9 inch li-Fts and
compacted to at least 91) percent of thk--- maximum ASTM D6QE Dry Unit
Weight of the liner material. When smc-oth or hard, the previous lift
shall be scarified and moistened as nee-ded before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The s"uence of equipment use and the Y-outing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheeps-Foot
roller is the preferable type of compaction equipment.
The soil liner -sha-11 be protected from the discharge of waste outlz?t.
pipes. This. can be done 'by using some type of energy dissipator(rocks)
or using flexible outlets C111-1 Was;te pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional cc-nstruction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed urider the embankment area -when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION: -
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible dUrillg tt�e neXt period Of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of sslope of the dike. The t ' ile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
---------------------
AREA TO BE SEEDED: . 1.00 ACRES
USE THE SEED MIXTPRE INDICATED AS FOLLOWS:
0.00 LBS. FESCUE GRASS AT 60 LDS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER I TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.00 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.00 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS&ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
8.00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.00 LBS. UNHULLED COMMON BERMUDA BRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY I TO MARCH 30
0.00 LBS. RYE GRASS AT 40 LBS.!ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER I TO MARCH 30
LBS- -------------------------------------------------
APPLY THE FOLLOWING:
1000.00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.00 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.00 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE I.NSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS&ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

f.roli,-
7. o fSv 7 6-,3
SCS-ENG-538� U. S. DEPARTMENT OF AGRICULTURE
4- 5-70 SOIL CONSERVATION SERVICE
,E.�-ice /.vim �C.A6vQirJ,clrPai✓s,�,.�
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF D SITE
CROPLAND—ACRESWATERSHED AREA MEASUREMENTS
WOODLAND —ACRES TOTAL —ACRES: POND CLASS
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approm scale 1"-_feet)'
Locale reference Xpaint " center /in& of dam and identify on sketch.
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BORING NUMBER AND PROFILE
Make and lw dam -sit, and spillway barinos first - then panded area -uparou Lutth vergical rgd ling.
-(Con nued an back where necessand ShOW Water t42blt CleGatiOnj 0 dam -life borings.
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BORINGS MADE SIGNATURE & TITLE
Ns C�-<rv�a�. iefsau�Cas ��s�'.C'rrjJ /
7

-T17PE_S__0_FT ','ERIAL ENCOUNTERED IN WRINGS
%e one of systems below)
UNIFIED CLASSIFICATION
USDA, CLASSIFICATION
GW.-.Well graded gravels;- grave 1,.sand
g- gravel
GP - Poorly graded. grave Ls
S - sand
GM -Silty gravels; gravel-sand7Silt Mix., i
GC -Clayey gravels; gravel -sand -clay mix
vfs-very fine sand
sl- sandy loam.
SW -Well graded sands; sand-grdvel mix
fsI -fine sandy.loam
SP-Poorly graded sands
I --loam
SM -Silty sand.
gl- gravelly loam.
SC- Clayey sands,sand-clay mixtures
si -silt
ML - Silts, silty. v. fine sands; sandy orclayeysilt
S1.1 -�silt.toam
C L - C lays of low lo medium. plasticity
cl �clay loam
CH - Inargan ic clays of high plasticity
'Sicl -silty clay loam
KH- Elastic silts
scl -sandy clay loam
OL- Organic silts and silty cIays, low plasticity.
sic -silty clay.
OH -Organic clays, medium to high plastir-ity
C-clay
1. Suitable material for embankment is available Dye@ [�o [Indicate aphere located on tho sketch an
MMMMM SkW
REMARXS: ',Sj, F/, 'C e '6"L'Agg 14,AX C 4 7 ACa Al
19 D /q9V 41v4C_ 4f. 144 <- 51 OZ"
,,9 7-rl? c- 14F0 hr? N /0 /9 Al 0
4 A IA�- �eAl <T
.1—T, DF XZAa.4<A,
Z Explain hazards requiring special attention in design (Semmse. jprinj.,nxk eta)
GENERAJ, REMARKS:
24
25
261;7
281�913b�31.
a2j�331134135
36137
381139140.N41042�43
-44
45
461147;!148149050
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� �JIKG•�►p AE/ilQ S..✓/w�� L./o� •.✓,r Lir.iLi�.
SIC�o�QI✓ Sirs FeR y�,ps/ Ken.aio .o.i�/ U. S. DEPARTMENT OF AGRICULTURE
it*.. S 70 SOIL CONSERVATION SERVICE
2?n RRG�
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED R!#B-SITE
1 •
WATERSHED AkEA MEASUREMENTS
CROPLAND-
WOODLAND -ACRES • ' • • • ' • •
SKETCH OF ' • ' • • • • 1 SHOWING WHERE BORINGS WERE MA.DE
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BORING1 PROFILE
Make and Est dam -site and Spillway borIngs first - then ponded ano and borrpw pit barings - separate with &wrgical red fine.
-iCanfinued on barA where necassaqd Show water table clevations an dom-sife botings.
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BORINGS MADE
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A6r6'sr.P

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS -
Landowner 77ze
.A,:- County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam____,J- Ft. Length of Flood Pool 2 ;Z 0 Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. Xst. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2
3
Describe potential for loss of life and damage to existi5 or probable future downstream
improvements from a sudden breach ^,.A,'g: 3 oy< 04
Q, f-- A A I,-' C' leje 49F�� �4
2,
Hazard Classification of Dam (1) b. c) (see NEM-Part 520.21)
Zaw Classification (I II IV. V)
By
I Date /4Z - 9-5
n (tWe)
Z
Concurred B e er IJ k I Date
(name) (titlej
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

F. I
ZONE X
S anderson
i ,
/F h Pond
Y,
ZONE X
I/
..............
Jankin,�
Pond
Az
41 Z/
ri-13-21
F 1-3 fl
ZONE X
ZONE
A

_W, I
Jenkins
Pond
F-"-1
51
ZONE X
LA
VS 'd arson
F9,sh Pond
ZONE X
�X_ = .
4_1
F17 121
ZONE X
tj
N
vie P, '�Ji;
_z:: iZ:_
2�0
—ZONE A
t

Yr1LF 70 KM �� 243 (BEVLAVILLE) 24 i 245
5433 IV Aff
SCALE 1:24 000
.5 0 KILOMETERS I 2
c M=_TfRS low 2000
MILES I
DOO 2000 30M 4000 5000 sm 7000 on : 9000 10 om
FEET
CONTOUR INTERVAL 2 rffi`TERS
NATIONAL GEODETIC VERTICAL DATUM OF 1929
CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.1 METER
OTHER ELEVATIONS SHOWN TO THE NEAREST 0.5 METER
S.N o.. ^.3E'.° it�.riLllli�Yl�I!^n MAP Arr_uBACIL.SIfi M
Primary
�l,wn,en� hard sur
Seconaa
hard sur
I
N C. _�
•
QUADRANGLE LOCATION
ND'ELEV'
-oR-,- .6EDtOGI�& J3i1��, ul'i::Yi
R DESU48"-WROG,RAPH; mom
- - ---------- - -- -- - -- - -- - ems=-._ -
77
er��- -r„e -� armor r a..--°n. r- - ran- •- - ,. �•.,

OPERAMON &-- NtAMN-rENNANCE PLAN
is
lzz�c- LcL�,d "ot a- vz=--vound 'p 0 Ev. It t,,;7o=:LLy
:a — 4C ltvcls� so t-L: You do nor
have prool-2.-Is duzin.- er-,v--ided :-zizy ---d
W= OC.S.
=acirf s;ioLLd bt zvaUable Lin tbz lagoor: forpeziods wh=l Lr,,z
r—v=cr C=11 is CormlanLl (suc:i as for bi=mudag:-,-z) or whe-I G-ze.-= z:--
rp-<Lls sucl, u L-it m=,7
-LLC �-s- zig:zs of j)=c gmw= —i7. d2e L---= W7-'nt=-/ezr:iy spiing ir-rigzriorr a==-d:n,tO
a- f=m =—P�- cnt vlwr should be done: whe--mnv— th� land is &Y e--noLzh to
n rorm—z.--,w=
,,----ivc lezgo= liquid- This %will mma� szorap- spacz a,�-zilzbl= in tht Izzoo
-0.!—C>--S- L-- ---t lz:n faa LLt 12,-C><3Z-, ShOWA bC� DU.—IDCd dO%M to t�L-IOW
'zvc:-f e=orzsnouldbLtm —to
77.-cbzr---j5-- Etc: lagoon clost to tht- rn -am liquid as .1on- as tht wearh-- and
uzuizadoz viz= W:—T, Z20W ir
Waiting --�7= 1-:c-oori hzs :,=-=c -*:s m2mmum. storage czpazry before san--a-C, to
L—,"- ga= d 7. c t 1 --:v e mom for szo -7' ZZ. --- --=s C* t4 =', we., 1) -_-_; CC, S.
Ove-�i o w f�z -- L,, t I ago on --.-a r azy on ex ct-o r z. 25- ye=-, 24-h o szorm i s z. V-. o C= of
sm = !:--w zz --4 S u o C o 1) C: Z-1 n, act. C r-
Tht :"--v-Oivez -Lht
o -a ve�2-.Q- - "i
l —:v- cover :-7oz- '"e
o T C) m ,- I o r, .0 �-: 7 C
I zz-- �-e mosz v
S:-O�id- be n--;---i to
n-7--an zr-,s7mmus s=d- Th- amounc of Z=.Ilea SnOUIC Ot
I- :� , -ICC= Z
or a Sclu bu� t evezir UAZ: ILL LS I I.Cd=-1 10 Ob=L
SOLS =1 tz--h vet-, cm -!--.=CrOOI-I Utzs
-�Oum cis a=2 C;.:, 10- 10-10, oz
be 800
=76is,, and lz---s o,-- the =tizinkment rrusz be This 'cc
dc,= by mowin- =zviag g:-4.=-, cn=irj,-, c.- a combinamon o---.
L-=:)r=d=. shlouid be� donc: az lersz onct F- ve=. =d
Ih A-Mv
mi= in y---:s t�� wez =-, condizions zz--- -' omble for
.=n-! vqgemavt -powm.
4
NOTH: Lf vtz=�on is cortmll---4 by rp-mving, the h=bic:dc: =ust nor be 211owe-
L'IC7 lagoon SUC.1 ch-=�Czls C-OU."d Lac: bn=�z in t�lc: lz*gc>on that zzt�
the VM-S-z-t-
of Cht tnLm ]azgoon s1bould be made d-,.=L-ic' -Lht U'U'al-2-11 r-3111-71cr OZ
t c� lagoon a= C; Z.;-- .7 --sr moridlv a-9d zz-r= Mal Or' raLp,:-2-1i a:, d szcL—.., Item's to C--
Ch---*.---4 Shccic
zs F- mm;m - t1t Z011OWL-1—
Pipe-z Pip -es, azd Ove:fLow for7
S==.rzori or 10
or bmilz
Cil
ovc.-4-1-1 Condid:01-, 0-: -Diuer�

Lagoon surfiz--look for:
I undr-sirabit vege='ve growth
floating or lodgtd debris
Embaakn, enc—!cok for-
7 se:demc-rit, c-ma!&-, or- "jug" holes
.7..de slopes�ility—slumps or bulg=
3. wet or dam-p ar=s on the: back slope
kzk of ve -emdon or Z-S a r=sult Of Wavt aczor.
el-osion Q= to
rodent dzmzgc
Ezzge=- i---ooms -mv be su' 'e::-!- to Hn= damaze� du�n to wave7 2zdori caustd bV snu-
wimds. -1 Lts.:� '%�Zves czz e:0d;t L�t lagoon SidtWaULS, tb=-by weak=jna- �Ie� L-,-ocn &-,u-
A gocw± s-m=d of vegetation will rz-,du= the pot=dal d-,=:- e cmLc---,i by Wave zc�om- If
wave a.== u= se:,Ious darnagt to a- lagoon sid�-,A,--A baffi= irl the-lagomoly =v be
tisf-d to Uh -- wav imvac-Ls.
Any o--"- f==r--s could lead Eo crosion and of th� dam- Lr'yourlzzom has
any of rezrures, vou SI"40wd ca-11 zm =rov.-m.?-r-- e,-,ve.-L -7Tn, i i r v,! th d tsi --a za a
Con.s-z.-L--=Cz: or lagoons- You -may nead to provide a. t;�rrmrary -fix i:Eh=-- is z. t--mar
Howevc7,ajer-mzrient solLr-ionshou7-dbe:r--viewe�-:bvtbt
An y di -gm 5: to a ia-oori d= La h ment is se o
m z �L eZN-j tCUID Z -i US
r>o[.,
-I= , - - Idnotbeconduc= unuez
UnCZ7 - �--;; -.&6z!-Iy $--Mious CO, quznces =C Shmil
O'�* art aDT)MOrl-2-:�t e.-VCM
for Dror,= Overzzdon o-.-
A--..u,-iurLmU loudor =.Ldi-,-
y
.-LLo=, o-- z. Lmouni o.-. vimmzcz, =ay mddcz--r-- th= the ==., is in n---.,.; cr =dZI 07-
r--v!F ---
N-
I OTZ: syste-nis shlm�d *Dl- Lns—,-t.,�d and me-zated - f 7--tie-Itiv enou c-,-! so tz: YoIL
21Z rior =.-y Surmr:szd" bV —LEDIn—eit Laurc. You SIL-IOUL =.—L-OrM Vour-M-411=1T
syste-an, at a tim, e when voic la-cloon is a-, its low This WiLl 2110"w som�-
saf--y ti=e ----oulid in a ior-r-e-pain be rmquir-�- F.2-ving full Iag, oon is no r-the =e
Probably, if Xou--lzgoOais&14
You should
pa= oz- -0 U=, s-
S=---ce warer div m.ori f=rarcs ar-- desi,--aed to c,--.y aH surf-aa-t
z -lag- - ---s (such as minfall run off, roof Vaer oud=,
.;o- - Watt
and varkino- loc runof;-) ay.-ay ftm your Iagoon and oth= wasm
orscorap Ya-Licn.,zrz. 7-he only war-=- -�har should bke
h-orn youz-1agoon is that whicl-i Comes "r-10m, your-flushLIO.,
(v-7-shin-) syszem vi= and the. raird:-al-I tbzc E ts tht 1?,-c>on- dir--:Iv.
Q I . - . - a
Ou. should inspec. your diversion system for thz fblIIov,,L
2. dive-mon czza=ry
"dz=b
r. - fi 31
:I--

1d=t:ifc:d p—z-ble.--is s,�ould be promptly. It is =-Mvable to insD=t you sy=l
duzia- or unm t:d�tely f6flowiric- a htavy min. if =_hnic:21 Ps-,zi mncz: is nt:�dtd to
SOiUdOnS, COrLSUlt ViLft aUDrODr1:Z'_—
You shoui d -------ord the level of the 1?---C>on just pnor to Wnen ram is Predic:_-&, and th=
==L the Itvn! apin 14 to 6 hou-7 aft!_-7 the rain (assurnes the.--- is no pumpin.,g). This win
C­;ve you ar, idta Of how Much your i400n level. %U zis�� w-iih a ccrzLL-i r:��-iil Z'Motint
(you inust, aiso be rtcormna your z-ainfall for dds to wor-10- Knowing this sl�ouid heln irr
plar-ning- ur 12,gocri riszs exc=sive;y, yoL, My
—on appEcations and swrap. If yo
iLalve an 1=. ow oro'blem f-tom a sLurm,-, wa= cuve_­__Uon or t:he--- may be sz--pagt into tht
Iagcon Lmi m. Lhi su=oundim, Lawd.
.7
Lnoorr Or�--_-ation
Startan:
I. Tlmmm�tely af=- consamcdon esmblisl� a carn-pler-t sod cover on barz- soil
surfact-s to avoid -_­csion.
z-La rtw lazoon &d_-n trzatment volurnt at lersE hzZr full of waur btform
aduic, be= s, M
wzstz Ia '� '7 rai±ncr care nor to erode LinLing or bank s"qz=.
Drain-)it-ts into t�nt iz-mor: should have a f-leXiol't -07-OC e-ren=.-On
of �Jle Dipt Lto discnar-ge L�e bonom 0-ir Me- "�aoon Cur=
:-_LLT':T CT-Lnodi-_--­ez_-s o--s- %ri;nc, t1he incor,-L�_- to avo1r____O_C%'noz
Lo
jL
4.- _,7-�'hnn poss;*ble, bt!da 1cadria new lagc-ons in the svrinc, to
.2
(dua to wmrhcr).
r=MMend_-'4 .";-a: a mt.
'V lagoon be wi;�-i sludze from a =izy
S',;�e iazwn in 0 e amou n r o1f 0 _2 5 of tffe M. 1p--Cc:!
7: i- � -- _Z - - -
,"id volume. IrEs s=ding should co=our a: 1=sz -;,,a weelz pnorL zo te
zz�:_`;,_;cn of w2szvw-,=.
6. a penodic C:,eck on d%e lagoon liquid DEE- If the pH f�Es b--:Ow
7. 0, add a_—L-culftirai lime ar the rain o -F I Do un d ver 1000 cubic f_­ of
izj7pon Ecidd voiu.-.--. undi d2c. pH ri= above 7.0- Oprim= Igoon ffimid
oz.:. is betwmn 7.5 aad 8-0.
7. A_ d.2.6c color, lack- of bubblina-, and excessive odor sign2ls inade=n
b1oio_Fic,-J activity. Consultation with a t=_h�=`, spec-,alist is r=mm=ded
;.'f i_'"= corlcliUons O=Ur' for T)rolon,----,4 periods, w6e:=ally durin- b:
Loading:
_t: ­LL
Tne -n or-- !E-- ut n:.' v an �azrq thz,. -waste-W, --- is ad d. to z I agoon, the ben- , z
lagoor. WiHl ---!USI-1 S115=5 Mz�' wasa waste Mto Me 1�'-Gon szvczl dMes dzEy are
ovt�rn= for- Pit sys=ns, in which on� oz- bui:ldin-S U__ a7:.==
a.--r- =--azrg�-c dz-�.
) a ISO Worz WeLl.

Pracdc.: water cor.sz-vadon—m=rA1J'-7--- buildin cr walzr usagt and
ge from warzrcrs, broken pives and washdo,;,m thrau-,.�
Droper n, zinti--nanc: and water conszrvamon.
Mininuzze f=d wa--�t and s-pil1z.­- by k=ping f=dcrs adj=2��. 71ais
v,U, =,iucz the ?-moLuir of sollds r-h:= Lagoarl
P
�tzin L-­oon ha�d level be'.,-v=-1 th- swmat lt�vcl and
rh� A-,H c=nporz-Ly Szorap leve-1.
'Pla-c.: visibie m&-c:7s or, smkts an the lagoon bank to show dhe
=L,-unum Ecuid and the raaxunum liquid lever (Ficurt 2-1).
S= ia7gatins a d�t =ziiest possible darz- in tit soring b2std on
nur"near requ=mcna and soil mois=e so thar t=nporary swrage
-v,U be To,-- zhe Summer thund--rszorz,-. Stason. Sim.11z---ly
in&-, lam faill to Drovide rrL�MUMl2--C>on
Y
Szozage for che Wi7.,=.
7-r.e iazoon Eculd sh6uld rzver be Closer &.Z.-LI 1 foot to lowes:
OZ M-0 C-7-M or
Do no: pump &e 1-mEnaon Liquid leve! lc,,v--.- thaz zhe :)a-mmantnr S:Or;—tc-!
",-aess VOU az-- 17-2:7,cvinc, siudc"t.
Z-;�--= f-loa: :)uriD -inakes 18 underneat., Ch! Eam'd
Sl;.,— ac�-- Z:1c 2s 1z: -Lorn the draLnz)i-L>e inde:s zs Dossible.
addidons o`b�-,Jding mazrzrizis, 1on--S:e=.=-,ad frarage or--,eze='
into telzaocn.
--:'---L=idTv rcmove sohds ik-om =- rc:, bas:L-is a: cad o-�'confincnienr hou= ar
Whe-7--ver they zr-- ins-,zlied.
-Nf2—;n=ffi sma. vegemdon, rodent, znd varmim cznzzol n=r Ia- n cd;=L
po
Do not z1low tr---s or, Iz:-ve bushes to a -row on L---oon dzm or embza:==3t
R-t:-,,ove sludge from the lagoon e;
ither when the slud crt storage car. y is
­7 -
:f:�d or before it zC-,'Fs 50 Dcrr---it of tht vc-.-,naa--nc =rzge volume.
:ff zaim. �1 produc:ion is to be tmm-dnate:d, the owne= is remnsible for
Er�
Z r d i M U 1 --: 7, d,- I Z- C 10 5 U r Z V 1 a I I t 0 C H a = t h = p 0 S C
Sludge Removal:
-�,am of Ia.-c>on sludzc builduD = be,---7--fu=d �,Y:

pro= la-oon OEM
2
M---�hanic:--; Saks arz-rion of flushc-d wzs=,
T--,zviry ser,.Lmg of fllusm,-d wasze soLds ir: an zppropriatz-iy dit-sip--�- bz�in, Cr
irbtrding ie=-d was—.gt and
L.agc-oa --duc�gt zhac is =oved annuAy iathw dian storc�d lon- =-n
-
have more nuz.,=iLs,
have more odor, a:.�-
r—.uire mor-- land to pro=jy L= the nuuiezars-
)R2n1oVzT waNdques:
Hire a custom appEczcor.
ix the sludge and 1?-,-oon liquid with a
choppenagitaror imveille:-
ULIMD thrOUP larw-bO1res-prin-1-J=- --rngador, sysz;�.-n onto n=by =�pl=d;
Ad "soil incorpor-,:2.
7>WVZter the upytr ?ar: of Agoon by L0nr—.-ga:ion onto m=rby C.-CCIEF'd or
Li . I I
SIUCg�; PLIMIT) IM0 —IICL C SIUC-
ind spr=d on-Lo c-.::z-=d or fo:zgt=,d; a7ac� soil L==—em.
D. ewazer & e UOV0 WA of lagoo n b 1, iy—a gat or, o r, to n =zb y c.-oz:iaz d c.-
b
nd. d�—gt sludge i�om- lagoor, or.slucP.-Ola:-7�
an area besida iagcon. .o r----;v,- t sludigt so tha: -Tiquics =-- =.zm b=
lagoon; 0-ow slucgt zo haul ar-d m7--:-,d wizin sp=d=
onzo cropkid or fkawkwd.; and soil
Regz:-dlezz of t-:z -nerhod, you -,zv-. the siudgt ar-L�Z�d for ;.Zsz!
7--
constrat= juz: as you would yol—,- lagoon wam-r. T-he swdgt vviil contain dn.--r
nuz:i=-L =d. 7-ne:al Values '--�Orn &'t Hcuid. 7"ht zDDE-cr-don of z�e sludge to
1i=.U'.2:d by �Lts�t muzzients as well 21 OMY Previous w2sz!:� ons to that ftid =. d =P
'Wast� aUDUCZ-rion raws oil be discussed- M demil L-ra Chapt--- 3.
Whem ranaoving sludge, you musL also pay att--ndon to dic !Lie-- to prevent dz:nzg:. Close
azzadoz by tatt pumpe:- or drag -a: op---ator v"iU e.-isure thaz dic Izgoon liner rzmzias
iziza= If you s--- soil mamnial o the synthetic line.- rnarz--i'al beiag disturbed, you shoWd
stop th� i'mm, edizzely and not rtsumie unrill you ar-- s-,Lr-- t:22-r the sludgt = be
rtmove:d withour. line.- inju:-f. If L�e lbric.- is da=,age-d it rzusz bit r--pairzd zs soon as
poss�fble.
Sludge z-
-:=oved f�om the lagoon has a much highe:- phosphoz-as Z-,Id. heavy n=r
tb2m liquid- of this it shm�d probably be zDA& to load V'ridi low phcsphoras
z,-id rne��, ltvels. zs indi=.rzd by 2. SOL! test, and h1corDol -"— to r..!:du= the chanc: of
ezw-don- Note thzt if the sludg: is z7pplltd to fields V-11L"i ver� soil-tts: pho7pbcr=, ir
should be or�y at rams to Cn:: c7op rc.-noval or pholphorus. As you; A=
,.wazz=, allwzys have your lagoon Acdgt zmalyzzad for ics v2lue.
The appliczbos; of Sid9c i:-c.-=sz the amount of clor a: ;he noon: applission An"t
--zion should be uszxd to obstrve thn wind dir=:�cn, and oche: cond�con." wEc-�
juld inzz---st U--t: conct-.7i oineig�bors.

Pas!dble Camses of I,2,-oon Rilure
L.7-gooa in the =L-nned discharge of waszc,-;--Ltr fmm the =c=r--. TypC5
of Lai� include leahge thmugh the bottom or sid=, ov=mppin-, and brcac.� ofF tht
dam. A-s-s-amin pmper desig
n and coastruction, the owner hzs the Z--spnSIOUIrl
=su:[�n- s=-acnne safety. 1== whic.11 may lead to lagoon failures includ-t-
ModiEcation of tbr- L-,-oon strur=i;---2n exzmple is the pL-c--7,=: of 2- viD--
in the dam without yrup= design and constriction. (ConsLd't-aUt--D=IL!n
lagoon design be:,or-- pLacing any p#)es in clam
I-2,goon liquid linrels—high levels.are a sak:ty rLsk-
Failure to Inspec-, and maintain the d=-
F:i-=s surf�= flowing into the Liggoon.
Lincr intee-p-iry—= from inl--. pipe scouring, damage du:�n-:d�e
remov�
4 d, or zuDrL,.-L-e h7om lowerm - L-qoon liquid level below
.7
mble.
—I-=: IzEcon wzter is ZI-lowed to overtop the d2.-n, t:ie anoving waterwill soc: =,, e
to zoz--r, in the dam. On= drais r.'7,rn e Starts, -ic C;-:-I Cuickiv-Cause a lzz-zt
or Z.-nd possible d=- r,W=

Animal Waste Management Plan Cek:'tification R E E tr F p
{Please t or rint all information that does not require a signature} 1✓'l4ra �'; i=' `�' -= 'T:!1,V
General Worrnation: N'cri-f3i,,�,- ., ,,har Ia Perr�iftir3g
Name of Farm: D 1 N o 7- FA Facility No: 3 ! --
Owner(s) Name:-
C�t�r E,� Phone No:l90 sg z - 14> 9
\flailing Address: 713 eAm;, r Sr ?"VX Is;c, I -Al C z 9 sr Z _ ^
Farm Location: County Farm is located in: Dur�1�1
Latitude and.Longitude: 3S` ac' oz" ! 77' Ys' 6y" Integrator: �Ir•,�Nr ��.�. FrMs
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):. eo e,vs sriuF_7A�� A/C 11 /9d3 Al3.0 ftces rAsw _Fr6xr Q,vre
S� 1706, &c rD i �ce✓rA iyp -rox .. fcsr_ cord _SAt 17,1i 17 [-Y IAI"Im Dur 7,6AD S,e /yb3r c.ecss
G 11r IPEInA+N K PAYED X )7a et{ a It To 2� N NCQ DH zrG.r
Overation Description:
Type of Swine No. of Animals
❑ Wean to Feeder
®.Feeder to Finish 1 19 6
❑ Farrow. to Wean _
O Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Type of Poultry No. of Animals
❑ Layer
Q Pullets
Other Type of Livestock
Type of Cattle No. of Aninols
0 Dairy
❑ Beef
Number of Animal3.
Acreage Available for Application: I�`t" ' Required Acreage: q�
Number of Lagoons l Storage Ponds: 1 Total Capacity. Z 79. I Ore Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or f0 (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner 1 Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved axiimai waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Managemenc before the new animals are stocked. i (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe ttmn the 25-year. 24-hour storm and there must not be ran -off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. The approved plan will be
fried at the farm and at the office of the local Soil and Water Conservation District I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
impkementation. A change in land ownership requires written notification to DEM or a new certification (if the approved
plan is changed) within 60 days of a title transfer. - - ------
Name of Land Owner : ark. Tar -act --
Signature: Date: I j 3I 7
Name of Manager(if different from owner):
Signature:
.- WC -- August t, 1997
Date:

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste -management system for the farm named abi5ve has an animal Waste
manacement plan that meets -or exceeds standards and specifications of the Division of Environmental Management
(DE,M) as specified in 15A NCAC 21-LO217 and the USDA -Natural Resources Conservation Service MICS) andfor the*
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 21-LO217 and 15A NCAC 6F .0001-
.0005. The following elements are included in the platt as applicable. While each category designates a technical specialist
who may sign each certificadon (SD, SL WUP� RC� 1), the technical specialist should only certify parts for which they are
technically competent -
II. Certification o Design
tf
A) Collection. -Storage. Treatment System
Check the approprfate box
'0 Exiging facility without retrofi (SDorVIUP)
Storage volume is adequate for operation capacity; sEoraggS capability consistent with waste utilization
requirements.
New. exi)anded or retrofitted facilitv (SD)
Animal waste storage and treatment struattrm such as but not limited to collection systems, lagoons and pi3nds,
have been desioned to meet or exceed the minimum standards and specifications.,
X
Vk GAR
-AL e_65F_ *' �*SMSOAO O�K �r
Name of Technical Specialist (Please Print): J. NE Ty
Affiliation— Muprp,�,Y FAm,,-.f rxgmf Date Work CCP.ph(rd: k��
,kddress (Agency 'P 7,� F - F6
_)� , o - 71,,, A a;? Ll n .'APIA ;99 -Z Vh 5�1 V-717
ZAL V
B) Land Application Site (VVUP)
The plan provides for minimum separations (bufficrs).* adequate amount of land for waste titilizarion; chosen crop is
suitable for waste management; li�draulic and nutrient Ioadiaa rates.
Name of Technical Specialist (Please Print): 6A" Sr_ kL-F
AffiliationHor-jR,j�j FarmLa�j Fag:mj, Date Work CompleEed:
Address (Acyenc�): 9'. L-L-�, bX ?-5+50, Phone No.:c-4 tIzsq -Z) It'
Sianature: Date- I-) Z F&A 7
Q Runoff Controls from Exterior Lots
Check the appropriarebox
Facilitv without exterior lots (SD or VIUP or RQ
This facility does not contain any exterior lots.
0 Facilitv with exterior lots (RQ
Methods to minimize the run off of pollutants from lounging and heavy use areas have been desi-ncd in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Prim): A4. Keevixi WS' I-bAf
Affiliation �Ayr-ror FA,,Amr FA-x.,-,Lf Date Work Cornoleted: 41ZO-7
Address (Agency): P.O. -6
7�1 -Coic hf),-,- A—fC Zgt L? Phone No.:19io)
Siunature:__ Alf
AWC -- August 1, 1997
2

bj.' Application and Handlim! Equipment
Check the appropriare box
Qr" Exi.5ting nr exDandiag fagility with existing, waste a1212licatiQn eQuipm n r
Ll (WUP 0 1)
Animal waste application equipment specified in Elie plan has been either field calibrated or evaluated in
accordance with existina desion 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 rat= a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustmenE cluidance are contained as part of
the plan). A f
New. expanded, or Cxisting. facility wilhogt exi�tijjq wgste Applicati2n eguipment for 5prav irrigation, M
Arimal waste application equipment;specified in the plan has been designed to apply waste as necessary to
accommodate the waste mariammenE 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).
Q New- expanded, or existing facility wiffigut e-istingr ! L�rgje apWication 1pipmeng for land siyeadin e not using
gatign., (WUP or 1)
Animal waste application equipment spec�fied in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at races not to exceed either the specified hydraulic or nutrient loading rams; a schedule for timing of
applications has been established, required buffers can be maintained; calibration and adjUStMenE guidance are
contained as part of the plan).
Name of'TechnicaI Specialist (Please Print):- 6Alz-q '5e-AL-F
Affiliation_]-A-F.Rjj�j 1FAmjj==y FA47_m,5 -Date Work Completed:
Address (Agency r4k�_ig t4l Lx� N
_JC ZOLT-55 PhoneNo.: 690?96-0
Signature: Date:
4a " :9§4 - 0A
E) Odor Control. Insect Control. Mortalitv Management and Emergency Action Plan (SD.
S1. WUP. RC orr)
The waste mamoement plan for this facility -includes a Waste Management Odor Control Checklist. an Insect
Control Checklisc., a Mortality Management Check -list and an Emerg ti
gency Ac on Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste mgnagement plan. Both the
Mortality Manag
,emCnE Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): M. Je_,v,a WeF3ra"t
Affiliation Murtpj�, Date Work Completed: �6 ziozelz
Address (Agency): -f Q. 7.r I K,, ir 14,_ , A/C Z.-!y& f/d Zr9,4 V L9 4r- 41/,
___-__Yhone No.:
Sionature: 4" Date: / zLP4 7
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used 6ir new or expanding swine farnis that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last
e.xpanded
I (we) certify ULat I (we) have attempted to contact by certified mail all adjoining. property owners and all property Owacm
who own property located across a public road, street, or highway ftom this new or expanding swine farin. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners noffied is
atmcbedL
Name of Land Owner:
Signature: Date:
Name of Nianager (if different from owner) -
Signature: Date:
Awc -- August 1, 1997 3

III. Certification of Installation
A) Collection. Storage. Treatment Installation
New. expanded or retrofitted faciliLy (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been inst: led
in accordance with the approved plan to meet, or exceed the minimum standards and specifications.
For existing facilities without retroflis, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Mtjxr,4-r FAmmr C-
6r-mg ___Date Work
Address (Agency
Signature: 12
0
B) Land ARylication Site ('vVUP) L IV— -V
Check the appropriate box I I t I
2"�The cropping system is in place on all land as specified in the animal waste management plan.
C3 Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste udlizadon plan hm not been established and the owner has committed to establish the
ve0etarion as specified in the plan by (month/day/year); the proposed Oftr crop is
'7
appropriate for compliance with the wasteutilizadon plan.
0 Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of tbh certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): 4?-Ag:!J
Affiliationl-\I,)mEq�:I FAyAiL-q FA. 7-- " S —D�te Work Completed:
Address (Aaency):
g r�,O- iLi— OC- Zg�4e,12, Phone INO.:
This followincr signature block is only to be'used when the box for conditional approval in M. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization PUA
and if appropriate to establish the interim crop for erosion control. and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the condidonal cerdficadon. I (we)
realize that failure to submit this verification is a violation of the waste- management plan and Will subject me (us) to an
enforcemenE action from DEM.
Name of Land Owner:
Signature: - Date:
Name of IManager (if differem from owner):
Signa
tp
AWC — Augmst 1. 1997
Date:
7'

Runoff Controls from Exte ior Lots (RC)
RICHiEV With exterior to
,vietliods to minimize the run off of pollumts from lounging and heavy use areas have been installed as specified
in the plan. Z.
Forfacilities without exteribe lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliadon —Date Work Completed:
Address (Agency): —Phone NO.:
Sicnature: Date:
D) Application and Handling Eguipment Installation (VVLTP or I)
Check th4 a prae block-
J�imal waste application and handling equipment specified in tile plan is on site and ready for use;
calibration and adjAsiment materials have been provideE to the owners and are contained as part of the plan.
--:,— F. �M_ A--t 'a,, -re&*,4-4 I,,, -
Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan, required buffers can be maintained; calibration and
adjusanenE,guidance have been provided to the owners and are contained as part of the plan.
0 Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by _(month/day/year); there is adequate
storace to hold the waste until the equipment is installed and until the waste can be land applied in
acco�&& with the =pping system contained in the'plan; and calibration and adjustmeni gutdance have
been provided to the owncrs and are eins part nf'the plan.
e r-- - - -
Narne of Technical Specialist (Please Print): 5c_ArL_F
Affiliation "uwr,-A� F_Ai?Al�-J FA9-r-k'�, Date Work Completed:
Address (Agency): F o - F:,,, X= '159, Zo-, a i LL, OCI Zf�4 ;,15 Phone
Signature:
Date: 1. Z Xe�2 -7
The following signature block is only to be used when Uie box for conditional approval in M D.
above has been checked.
I (we) certify that I (wd) have committed to purch�se ffie animal waste application and handling equipment as
specified in my (our) waste management: plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar -days following the dat6 specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcemenc action from DENf.
Name of Land Owner:
Signature.- Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management (SD. ST. WUP. RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is o ouaL
'perad
Name of Technical Specialist (Please Print):- M v," IA]6.f -ra,,, - _
Affiliation Mutrw, FAAA, t-,y Fp, (r- m f * Date Work Completed: -7
Address (Agency):fv. W.,,c 7.57 f - F6 m- h�t, AIC tlf�ff Phone No. Z2�� zey- & 9�
Signature:
AWC -- August 1. 1997

Ple�ase.return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resource's
Division Of Water Quality
Non-bischarge Branch, Compliance Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management P ' [an to the local Soil and Water Conservation District Office and to keep a copy
in your Mes with your Animal Waste Management Plan.
AWC August 1, 1997
6

ANMIAL WASTE MAN, ,EMENT PLAN CERTMCATF 'FORE XISTING FEEDLOTS
Please returns the completed form to the Division of Environmental Management nat the address on the
-erne side of this form. -
name of farm (Please print) t; rr Tv r_., d_C - E'2 # 31
Mailing Address:
P;Ak R ;11 'tie -2s"s 2 2- Phone No.: o
County (of farm): ;
Farm location: Latitude and Longitude: 359 oa ' 05" n'' ,Y 04 (required). Arso, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy; etc.) : 3,-; n f- (Fe a F
Design capacity (number of animals) : dzoo
Average size of operation (12 month population avg.-):_ _ lzoo _
Average acreage needed for land application of waste (acres)
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, ' 1 certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
andlor the North Carolina Soil and Water Conser,r�_ion Commission pursuant to 15A NCAC 2H.0217
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have peen
verified by me or other designated technical specialists and are in in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
f When checked, see reverse side of form foi BILLY W HOUSTON
Name of Technical Specialist (Please Print): DUPLIN S & W CONSER- DISTRICT
Affiliation (Agency): PO BOX 277
Address (Agency): K.ENANSVILLE ,NC 28349
TELEPHONE [phone]
Signature: _ yr., r,1-� sl Lj b _
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land
Signature: j
Name of ManN
Signature: x K
t: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title trans fer.
DEM USE ONLY: ACE#

CONDMONS-AND40R.EXCRIM ONS TO CERTMCATION'-
All statements checked apply to this certification:
The installed irrigation Eystem has not been evaluated conceraing noz7le size, spray pattern, spacing, Pump size, pipe size,
etc. It i s- the respoasibili ty of the produceir to operate, the syst,6m with the proper components and to supply the required
maintenance to assure that no runoff occurs. The producer is encouraged to have an irrigation specialist, possibly tht� dealer
where the system was purchased, prepare an operation and maintenance plan for the irrigation system so that the producer
knows how to operate the equipment to meet the non-dischAirg6 re'quirements. 0
Tie waste management plan for this operation is based upon yields higher than what is now r6commended by NRCS;
however, th'ese yields ai-e obtainable under high levels of mn n agement, This increase m projected yields is necc� since
the NRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
foUowed NRCS guidelines when building this opemiion.
l3ecause of limited acres for land application, and bemuse the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation kefficfency, it may be nwz&sary for the producer to operate half sprialclers, on
&olid set systems, along field edges and ditches. Also for traveling irrigation systems, a pull directly adjacent to the ditch with
ordy a 180 degree pumping radius may be needed to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
CERTIKCATIONFOR EXISTING FEEDLOTS
INSTRUCTIONS FOR CERTTFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
RF-71MMENTS/PUMPOSE
In r to be deemed permitted by the Division of Envir * oamenta.1 Management (DEM), the owner of any existing animal waste
ma, ement system constructed and operational before January 1,.1994 which is designed to serve greater than, or equal to the animal
populations listed below is required to submit a signed certification form to DEM before January 1, 1998. Pasture operations are exempt
from the requirement to be certified.
100 head of cattle
75 horses
250 shine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any techaical specialist
designated by the Soil and Water Conservation Commission pursuant to 15A NC�kq� ' F .0001-.0005. The technical specialist must verify
that all app li cable operation and main tenance standards and speci ficati on's can be met. Existing systems are not required to meet design
and construction standards and specifications.
Although the actual number of animals on the facility may vary from time to time, the dezign capacity of the waste handling system should
:.,c� used to determine if a farm is subject to the certification requirement. For example, if the waste system for a feedlot is designed to
'-,andle 300 hogs but the average population will be 200 hogs, then the waste management system requires a certification.
Fli.is certification is required by regulations governing naima waste- management systems adopted by the Environmental Management
-ommission (EMC) on December 10, 1992 (Title 15A NCAC 2H .0217).
,ERTIFICATION FORM
in the reverse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistaricein
)mpleting the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
SDA-Soll Conservation Service, or the N.C.. Cooperative Extension Service. The� Completed form should be sent to:
�PL ent of Environment, Health and Natural Resources
vision of Environmental Management
ater Quality Sw1ion, Planning Branch
0. Box 29535
leigh, NC 27626-053S

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910 39-6 '39c)(L
EMERGENCY MANAGEMNET SERViCES (EMS) nto at&o
SOIL'AND WATER CONSERVATION DISTRICT (SWCD) 9to al �Le;l
NATURAL RESOURCES CONSERVATION SERVICE (NRCb). 110 a9c. _.1.-xC>_
COOPERAT7VE EXTERSION SERVICE (CES) __q t a _;;�q r, 7114
This plan will be implemented in the event that wastes from your operation are leaking,
over -flowing or running off site' You should nor wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effom to ensure that this does nor happen. This plan should be posted in an accessible
location for all- employees at the faciliry. The following are some action items you should
take.
71'. Stop the release of wastes. Depending on the situation, this- may ore may not -be
possible. Suggested responses To some possible problems are listed belwo.
A. . Lagoon overflow -possible solutions are:
a. Add sod 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 coniractor.
e. Make sure no sur, . ace water is entering lacoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff oc-curred.
C. Leakage from the waste pipes and sprinklers -action incfude:
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 sys-tems, or solid separators.
': from base or sidewall of lagoon. Often this is seepage as opposed
E. Leakage
t 'lowing Idaks-possible action:
o
a- Dig a small sump or ditch from the embankmenrto catch all
seeiDage, 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,
bottorn as soon as possible.
T

2. Assess the extent of the spill and note any obvious damages
EM
A
7.
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?
Contact appropriate agencies.
a. During normal business hours call your IDWC1 regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, I acility 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 zaken, and the seriousness of the sitution.
b. If spill leaves property or enters sur-face vvaters, call local EMS phone number.
c.- Ins-zruc-, EMS to contact local Helath Department.
d. Con-zac-z C.Es, phone number - , local SWCD office phone number - -, and local
NRCS om, ce for advice/technical assistance phone number -
If none of -.�he above works call 911 or the Sher�ff's Department and explain you
problem zo zhem and ask zhe person to conTact the proper agencies for you.
ConTac-: -che contractor of your choice to begin repair or problem to mihimize off -
site damace.
a. Con-Lractors Name:
b. Conrraczors Addrev
c. Con-crac-mrs Phone:
Contac-, :he rechnical specialist who certified the lagoon (NRCS, Consulting
Engineer, eTc-)
a. Name:
b. Phone:
Implement procedures as *advised by DWCJ
rec-zify -the damage, repair the system, and
keep problems with release of wastes from
2
and technical assistance agencies to
reassess the waste managment plan to
happening again.

Source
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Cause
13MP's To Minimize Odor
(Liquid Systems)
1-�
Flush Gunars Accumulation of solids (40"Rush sysr&m is do -signed and operated
sufficiently to roma" accumulated
C 10;=sail from gutters as designed.
mOvIe bridging of accumulated sol"ids: at
Lagoons And Pits Crusted Solids (,)4Asinzain lagoons. sartfing basins and
pits where post breeding is apparent to
minimize the crusting of solids to a depth
of no are than &-8 inches over more than
surface.
Excessive Vegetative Decaying vegetation jK Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
5te Specffic Practices.
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design. operate anc 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
intarV21 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 crainager away from site and/or Providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect: for and remove or break uo accumulated
solids in filter strips around feed storage as needed -
Animal Holding Areas Accumulations of animW wastes ( ) Eliminate low area that trap moisture along fances
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
Maintain fence rows and filter strips around atimal
holding areas to minimize accumulations of wastes
Ci.a. inspect for and remove or break up accumulated
solids as needed).
.MIC—November 11, 1996

Dry manure Handling Aca mulacions of arimal wastes Remove spillage an a routine basis (e.g. 7-10 day
Systems interval during summer. I S730 days interval during
wirner) where manure is loaded tar land app4c:ation
or disposel-
J Provide for adequate drainage around rnanure irmckpZes.
) trmpecr for w*d remove or break up accunxiiated
infiltor suipes amund stockpiles and manure twxlUria
aroam as needed.
The issues checked ( ) perrain to this operation. The landownerfintegraTor agrees to use sound judgment in applying
insect control measures as practical.
I cerrtfy the aforementioned insect control Besr Management- Prac6ces have been reviewed with me.
(Landowner Signature)
For more information contact-Thir Cooperative Extension Service. Deparcmenr at Entomology, Box 7613..North Carolina SMm University, Raleigh. NC
276SS-7613.
AMIC—Novembe,r 71. 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
_�_ource Cause SMP,��Ta Minimize Odor SEW SPedft Pr=iCeS
Farmstead S win* production (IT-V "ative or wooded buffers;
��Riscotnmondedl best Management
(��Goj.dgmenr and common sense
Animal body surfaces Dirry misnure-covered animals (,f'Dry Boom
Fluor surfaces War manuris-covered floom 0, ad floors;
P;=rars located over slurred floors;
n�rs at high and of solid floors:
raoa manure buiidup from flours;
Underfloor vandlistion for drying
Manure collection pits Urine "I-Frequ anx manura removal by flush.pir
recharge,or scrape
Parital micorbial decomposition Underfloor ventilation
Ventilation exhaust fam' Volati[a gases; ( pfe'd ran ne
a a'
Oust ( 704 tir movement
Indoor surfaces Dust
,��asndown between groups of animals
Fead addirives:
Feeder covers;
Feed delivery downsocur extenders to
feehaier covers
FAL. , --anks Agitation of recycled lagoon Flusn tank covers
riquid whiles tanks at* filling Extend fill lines To near borrom of
tanirs with anti -siphon vanis
Flush allays Agitation during wastewater Underfloor flush with undartloor
convoyanance ventilation
Pit recharge points Agitation of recycled lagoon Exrend racnard lines to near bottorn of
liquid while pits are f2ling pits with anti -siphon vents
Uft stations Zaitation during sump Tank fiffing Sump tank covers
and drawdown
Outside drain collac-don Agitation during wastewater H aox covers
or junction boxes - conveyance
End of drainpipes; at lagoon Agitation during wastewater Extend discriarge poinr of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
(4 lagoon liquid capacity
Biological mixing
lagoon startup procedures
Agitation
M' ' urn surface area-m-yolume ratio
=murn
agitation when pumping
Macrianical iseradon
Pro"n biological addirives
rrigation sprinkler nozzlew Hign. pressure agitation
(®rrivate on dry days with huie or no wind
Wind draft
recommend
("V4 . ad operation pressure
(�zurn
intake near lagoon liquid surface
Flump from second -stage lagoon
�MOC—Novarnbar 11. 1996

torage Tenk Of basin partial microbial decomposition Elortarn of criiWeval loading
,-Surface AAxing while nifing Tonic covers
Agitation when emptying anzin surface mars of solids
Proven biologicwW additives or oxidants
SarVing basin surface Partial rTicabial decomposition ( ) Evrand drair4:Pipe outiats underneath liquid
Mixing while filling level
Agitation when emptying Remove settled "ids regularly
Manure. slurry or sludge Agitation when spreading Sail injection of rJurry/sludgair
spreader outlets Volatile gas emissions Wash r"dual marwre from spreader after use
( I Proven biological additives or oxidants
Uncovered manure. slurry Volatile gas emissions wtile drying Sail infection of slurry/sludges
or sludge on field surface-s Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
I Proven biological additives or oxidants
Dead animals Carcass decomposition KPropor disposition of carcasses
Dead animal disposal Carcass decomposition Cornplare covering of carcasses in burial pits
pits Proper location/construction of disposal pits
Jncinerators
Incomplete combustion
( I Secondary stock burners
Standing water around
IrnprO.Der drainage
( ebrade and landscape such that water drains
facilities
Microbial decomposition of
away from facilities
organic matter
Manure tracked onto pubiic
Pooriy maintained access roads
(Warm access rood maintenance
V, from farm access
Additional Information: Avaablo Fmrn*
Swine Manure Managernen= 0200 Rule/BMP Packat NCSU-�nry Exurtsion Canter
Swine Production Farm Potential Odor Sources and Remedies, EBAE Facr Shear NCSU-8AE
Swine Produc-don Faciiiry Manure Management Pit Recharge —Lagoon Treatmem; ESAE I 28-SZ NCSU-aAE
S wine Production Facility Manure Management: Underfloor Fiuse—Lagoon Treatmenr. ESAE 12S-88 NCSLX-aAE
I-agoon Desig and ManagemillM for Livestock Manure Troaunent and Storage: ESAE 103-83 NCSLk1AE
Calibration of Manure and Wastewater Application Equipment; ESAE Fact Shoat NCSU-ELAE
Controlling Odors from Swine Buildings; PIN-33 NCSLI-S wine Extension
Environmar%W Assurpnc P rogram: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor-. a report from the Swine Odor Task Force NCSU Ag6 Commiricutions
Nuisance Concerns in Animal Manure Management: Odors and Fries: PRO107. 19.95 Conference Proceedings Florida Cooperutive Extension
The issues checked ( ) perrain to this operation. The Ian downerfintegra-ror agrees to use sound judgment in applying
�)dor control measures as pracTical.
cerrify the aforemerr'cioned odor control Best Managment Prac-tices have been reviewed with me.
(Landowner Signature)
MOC—Novernber 71, 1996

MORTALITY MANAGEIVENT METHODS
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24- hours
after knowledge of -the death. The burial be at least 300 feetfrom
any flowing steam or public body of water.
j Z)Rendering aT a rendering plant licensed under G. $- 106-168,7
( ) Complete incineration
'in the case of dead poultry only, placing in a disposal piT ofa 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 withou-L endangering human oranimal health. (Written
approval of the State Veterinarian must be arrached)

FSL
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Rev. 5.70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATIM TO DETERMINE SUITABILITY OF PROPOSE13-PO" SITE
WATERSHED AREA MEASUREMENn
CROPLAND -ACRES PASTURE -ACRES
WOODLAND -ACRES TOTAL ArRrQ
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MAJ)E (Approx. scale V -_feet)
Locate Felemnce, point in center line of dam and Idandfir an sk*&A,
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(CDnhnued on back where nectisa 21 SAOW water table elevations an dam -site boFings.
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SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED ROWSITE
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CROPLAND-ACRESWATERSHED AREA MEASUREMENTS
WOODLAND -ACRES. . .
SKETC14 OF PROPOSED POND SHOWING WHERE BORINGS WERE MAJDE (Approx. wale I"
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United States
Department of
Agriculture
NaturO Resources
Conservation
Service
P. 0. Box 277
Kenansville, NC 28349
Telephone [phone]
May 16, 1995
Mr. Jeff Richter
US Army Corp of Engineers
Regulatory Branch
P. 0. Box 1890
Wilmington, NC 28402
Jeff.
Enclosed is a wetland determination/delineation for Lumas Turner that I did according to the
Corp manual. As required by policy and the MOA, I am forwarding the data sheet and other
pertinent information to you for your review and comments. My understanding is that you
will respond within 45 days as to whether this determination is valid for Clean Water Act 404
purposes. Please respond sooner than 45 days if possible. If you have any questions, please
contact me.
Sincerely,
pf,'Aa e-r
Michael E. Sugg
District Conservationist
enclosures
lbe N—ral Rasources Cooaerva6m Service.
formcdy abe sca cooKivation Service.
is an agency of the
I I.km SL.— Dtparmmt of Agrkuh=
AN EQUAL OPPORTUNMY EMPLOYER

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: (0 County: 1)�
Concurrence Notification for NRCS Jurisdictional Determination
Tufs-v
Property Owner/Operator: �2 ALX�al I f rNe
Address: '?,4
Telephone Number:
Farm NumberorTract:
Size azd 11ccatdon. of Property (acreage, waterbody, road n ame/murnber, tovr, etc.�:
k %k\c
DeLineator/NRCS Representative:
Indicate which of the following apply:
El I concur with the wetland determination accomplished for the above described
property. As this determination does not provide information regarding the
specific limits of wetlands on the tract, it is strongly suggested that the wetlands
be delineated, verified,.and surveyed prior to any manipulation of the property.
Such mapping would help to avoid any unintentional disturbance of wetlands on the
site, assist in planning, and may be required prior to issuance of any permit.
I do not concur with the wetland determination accomplished for the above
described property. (Rationale must be provided as an attachment to this form.)
I concur with the wetland delineation accomplished for the above described
property. It is strongly suggested that the wetlands be surveyed to help avoid any
unintentional disturbance of wetlands, assist in planning, and provide information
which may be required prior to issuance of any permit.
C3 I do not concur with the wetland delineation accomplished for the above described
property. (Rationale must be provided as an attachment to this form.)
Prior Department of the Army permit authorization will be required, in most cases, for any
discharge of excavated or BE material into waters or wetlands on the above property. A permit is
not required for work restricted entirely to high ground. For project -specific, Department of the
Army permit requirements concerning your proposal, please contact:
N. at 25� - '-�U�\
Project Manager Signature: Expiration Date: (-O�'

United States Natural Resources P. 0. Box 277
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
June 5, 1995
Mr. Lumas Turner
c/o Jimmy Tumer
Route 5 Box 205
Kinston, NC
Dear Mr. Turner:
Enclosed is your copy of a wetland determination for tract 5730 on which you indicated your
intent to clear some land. Ile attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified wi ' th a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
NW- Non wetland - Area is non wetland and can be cleared and utilized without
violating Farm Bill.
This determination is only for the area delineated on the attached map. If you plan to clear
more acreage than that shown on the map, you should request another wetland determination
for that area.
1,11 U Lee lu
rhis determination has the concurrence of the Turs Ainily Corp of , gin rsr-r purposes of
Section 404 of the Clean Water Act. Prior Department of the Army permit authorization will
be required for any discharge of excavated or fill material into waters or wetlands on this
property. A permit is not required for work restricted entirely to high ground. For project -
specific Department of the Army permit requirements concerning your propossal, please contact
Marta Boris at 910-251-4611. Please use Action ID 199503426 when referring to permits
associated with wetlands identified by this letter.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal, To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
Sincerely,
X�z t-041c')�
Nfichael E. Sugg 1�y
District Conservationist
Thc N-Wnd Raom. Coaaesvm6oc Scrvkc,
rorweAy Lhe Soil Cc�alioc scryiov.
is Im Lgmcy Of the
Unitod StaLes Dewtmmt of Airk-Wturr
AN EQUAL OPPORTUNrN EMPLOYER

U.S.D.A. SCS-CPA-026
Soil Conservation Servtce (June 9t)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
4. n._ie of USDA Agency or Person Requesting Determination
1. Name and Address of Person
LcAJ Urn
CIO J.w.17
k. A aw. ' ..1 i_-
2. Date of Request
_4 � I
5. Farm No. and Traci �S 7
SECTION I - Hir.mi. Y FgODIRLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑
FIELD NO.(s)
TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes No ❑
S. List highly erodible fields that, according to ASCS records, w re 3sed to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the'. Office Field ❑
SECTION 11 - WETLAND
FIELD NO.1s)
TOTAL ACRES
11. Are there hydriC soils on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985. as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were convened prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions u6less
the area reven5 to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at '^,� time the minimal -effect determination was made.
I & ation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28. 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
I S. Restoration without Violation (RS W). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted tar purposes other than to increase production,
where the wetland values are being replaced at a second site.
!0. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
H . Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
!2. Converted Wetland (CW+year). Wetlands convened attar November 28, 1990. You will be ineligible for USDA
program benefits until this Welland is restored.
!3. Converted Weiland Non•Agricullural use (CWNA). Wetlands that are converted for trees, fish production. shrubs,
cranberries, vineyards or building and road construction.
'4. Convened Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
5. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
With FSA.
6. The planned alteration measures on wetlands in fields _ _ are not considered 10 be maintenance and it
installed will cause the area to become a Convened Wetland (CW). See item 22 for information on CW+year.
7. The wetland determination was completed in the office field and was delivered[-] maileapC to the person on
3. Remarks. �T
Sao. nti�1 ov,` ��p ah L.,a.�. 'Refer to Attached Map For Areas
Covered ByThis Determination'
3. 1 rerrifj rhar rhr uhorr drrrrminarinn is rarrrrr and adrquurr far use in derrrndning 30. Signature of SCS District Conservationist
rligihililyfur USDA pifgruni herrefrrs, and rhut Krrland hydrnhrgy. hydric soils. and
hcdrupkme rriferatiun under normal c•irrumstancei exist an all arras audined as
Wetlands, Farmed Wetlands, and Farmed Wetlands Pasture.
f 31. Date
s sisimme and programs of the Sol] Conservation Service available without regard to rate, religion, color, sexy' , or handicap.

,L,. J U,40 �Ij UNITED STATES DEPARTMENT OF AGRICULTURE roFin Approveo - OM13 No, 0560-0004
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION 6631
lb 0-/--
1.
Name of Producer
2. Identification Number
3. Crop Year
4.
Do the attached AD-1026A(s) list all your farming interests by county, and show current
YES
No
SCS deteniiinai ions'! If "No", confaef your CounfvASCS Office before completing thisftwin.
S.
Are you now applying for. or do you have a FmHA insured or guaranteed ioall?
6.
Do you have a crop insurance contract issued or reinsured by the Federal Crop
Insurance Corporation?
7.
Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
'8.
Has a HELC exemption been approved on any farms listed on AD-1026A because the
landlord refuses to comply?
9.
List here or attach a list of affiliated persons with farming interests. See reverse flor an
explanation. Enter 'Wone ", if applicabte. W�0_� :
If items 7 or 8 are answered "YES", circle the applicable farm number on AD-11 026k
During either the crop year entered in item 3 ablove, or the term of a requesfed USDA loan -
10. Will you plani or produce an agricultural commodity on land for which a highly erodible
YES
NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a we[ area
on which planting was made possible by draining, dredging, filling, or leveling or ally other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop.
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agri cultural use?
egrt;, q
I
If answers to items "YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
number on AD-1026A, or list tract number in item 12 an AD-1026A. ASCS will refer this AD- 1026
10, 11, 12, or 13 are to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, complete item 16.
/hereby certify that the above inforimation, and the information on attached AD- 1026A's, is true andcorrect to thebest of my
14. Signature of k or/ belief. � .:-7 /-,
le0ge and Z/ —
Pro
ducer D&
L
ate Refetred signatu 01 ASCS Representative
15. Referral To SCS Enter a q it a SCS determination is needed because
(Completed by A SCS) "Yes- is answered in item 10, 11, 12, or 13. Er, j a."'l- �V, �,-
6 ... A 1-1 7:4
NOTE: Before signing in item 16, Read AD-1026 Appendix. U
I hereby certify that the above information, and the information on attached AD-1026A's, is true andcorrect to the best of my
knowledge and belief, It is my responsibility to file anew AD- 1026 in the event there are any changes in my farming
r operation(s). In signing this form, I also certify that I have received and will comply with the compliance requirements on
Signature of AD-1026 Appendix.
Producer MINW- bate
17. Remarks:
SCS copy

WASTE MANAGEMENT FACILITY DESIGN
for
LUMAS TURNER OPERATION
Duplin County, NC

Lumas Turner
Duplin County
JCF 8-16-95
Design Summary
Site Evaluation
2-4
Wetland Conservation Determination
5-10
On -site Soils Investigation
I I
Borrow Area Soils Investigation
12-13
Hazard Classification Data Sheet
14
FEMA Flood Zone Map
is
USGS Map
16
FSA Map
17
Design Layout
18
Typical Section
19
Construction Specifications
20-21
Storage Design Spreadsheet
22-24
Operation and Maintenance Plan
25-26
Seeding Specifications
27
Excavation Estimate (JCF)
28-31
Clay Liner Estimate (JCF)
32
Volume/Excavation Estimates (BJ)
33

U
MURPHY
F AM I L V F A R M S
December 16, 1997
Ronald W. Turner
713 Cabin St.
Pink Hill, N.C. 28572
Dear Mr. Turner:
RE: Farm Certification and Nutrient Utilization Plan Package
Enclosed is a copy of the certification package for your farm. In compliance with the
0200 rules, you must keep a.copy of this package on the farm at all times. Please be
aware that your farm is, indeed, "certified" and that the Nutrient Plan should be followed
as close as possible.
Please feel free to call me at extension 4S56 with any questions or concerns.
Sincerely,
- Kraig WesterbeekKo-
Land & Nutrient Management
Technical Specialist
Enclosure
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

A=U 20, 95?!)
JUS71FICATION & DOCUMENTATION FOR MANDATORY -WA DETERMINATION
94
Facility Number 5Y4 _q7 Operaigon is Hag or a wettable
_2� ged f
Fann Name: 4,�� 7-kri�er, rwt, acre deterrnination due to failure of
-,On-Site Repreientafive:99L�e gr�XTAC� Part 11 eligibility item(s) F1 F2 F3 F4
lnspector/Review,er'sName:&�FL-�-L/��,c�/--,L""/Ope-ragDnnc>treq'uzredtose'c'ureWA
determirlatfDn at this'time based on
bate Of site visit: exemption <:E) E2 E3 E4
Date of most recent WUP:
pemtion -pended f br wettable a cre
determizzadon based on. Pf P2' P3
Annual farm PAN deficit.- pounds
iriigation Systerri(s).- cirde _2_cenWv:pirvc� systerm 3. linear-mo
ve System
4-staUonaryspfinider'systemW]P--M-kMBntPiP--;-5.St3tDnarY-SPTinideVSYSt�MWIPDytable i.
pipe',-
5. stationary _pun system w/peunane-rit �pipe; 7-stafionary gun -s�rstE!rn w/portablepipe
PARU �-,P!A Del-arminatiDn Exemr6cins Part I exernDb
(Bigib-itity Part fl, Dveftides; Dn-)
L1�1 Adequate irrigabon design, includimo map depicfing watable a'cres, is mp lete
and signed by an I or PE. co
E2 Adequate D, -and D_4D,_­irrigaiiDn Dperafiiig Parameter sheeatt, including, map
depic-trig wettable acresjs complete and signed by an I -or PE.
E3 Adequate D, inicafion operating parameter sheet, induding map depict -rig
weliab)e arTes, is com:Dlete and sforied by a WL3P_
`4 eXeMDfion' -cannot be
75% rule exampbon as veffied in.�Iart Ill. (N=j t::775 %
appiiad io Ifarms th.-t ifail the -efigib"Urhy-checidist. in Flart It. CC1mpj-3t-_ -aligit�giiY
chacklist'Part 11 -�F_l F2 F.3, be-ibre-cDmi plabng mmDutabonaliable in —Part 111).
?ARTTIL-73%
��a a Li i re me rits;. _'WA r min, at o n seqd�-_ d b�_cau s e 13'n 7 al! S _n Me Of fr) _3.alia ib irity
-aq u ir-B me nts - E Ste d ±�-_l mv:
i r
`2 Unclear;iliecfE
ble,-Dr lack vf inbnTa�onhinap:-
b ufferisetbacica cmage;m r2531Wmf jo-taLa r, ag aide in-rnAm
d
Mess anz.
7 ac—i-s-faiza onaTysprinlders):
F F
-4 WA dateriTfinabon-required bacause acreagain -excess
--age ?
cyi 75" of the.r-_sp-_M'V_ fiaid's total acra as nDted in iable in PaTt Ill.

P,-- v is zd A=--D 2 o' 199 9
Fac�ifity Num, ber
Part W. Field by Field Determination of 75% ExemptiDn Rule for WA Determinatic>n
AC
— R T
NUMBER
FIELD
NUMBER'--2
TYPF- or-
MGA"O
SYSTEM
-roTAL
ACRES
cAwmP
ACRES
FIFELD
%
COMMENTS'
1=-'D-NL1M3ER`- hyCiT�T4=DnL',-Dr:pDirtT=&--s7my bee mad in r)
.rid typ-- cdr iaim-aficm-sysft--ni-- If pugs, =rDss-moret-=1n -one iL-Jd-jirsD----MriraVi--Wer Will haVe to mmbine�alds ta
DD-e-amon YOU be sujo�ect tc) WA-dei-_mjir-,afiar
nn7r-,Ip-
L"s zmm,-J PAN
3-1=-am
Ileb ja
aft IV- -.,'-'an ding WADete-r-&-ninaufanz -
12 F�,an-r--Afisiomraymsii�--73% mle-basad onacicaquate-overali RAN deficit-andty
USB7319
Mar in pmc:ess rff inst--Aiing naw irrigabon systom):

State of North Carolina
Dep�artment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governar
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Chris Turner
Diamond T Farm & Virginia Turner
713 Cabin St
Pink Hltl NC 28572
Farm Number: 31 - 547
Dear Chris Turner:
MAR 17 2000
M
March 15, 2000
1TkD.8;WAJ
V MOL
C c
DENR
NORTH CAROLMA DERARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
You are hereby notified that Diamond T Farm & Virginia Turner, in accordance with G.S. 143-215. 1 OC, must apply
for covera-e under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty (60) days to
submit the attached application and all supporting documentation. In accordance with Chapter 626 of 1995 Session Laws
(Regular Session 1996), Section 19(c)(2), any owner or operator who faits to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified date. Your application must be
returned within sixty (60) days of receipt of this letter. Failure to submit the application as required may also subject your
facility to a civil penalty and other enforcement actions for each day the facility is operated following the due date of the
application.
The attached application has been partially completed using information listed in your Animal Waste Management
Plan Certification Form. If any of the -eneral or operation information listed is incorrect please make corrections as noted on
0
the application before returning the application package. The signed original application, one copy of the signed application,
M
two copies of a general location map, and two copies of the Certified Animal Waste Management Plan must be returned to
complete the application package. 'Me completed package should be sent to the following address:
C
North Carolina Division of Water Quality
Water Quality Section
Non-Dischar-e Permitting Unit
C Z�
1617Mail Service Center
Raleigh, NC 27699-1617
If you have any questions concerning this letter, please call J R Joshi at [phone] extension 363 or Dean
Hunkele with the Wilmington Regional Office at [phone].
Sincere
for Kerr T. Stevens
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
C:
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled.1 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources -
Division of Water Quality RE(MV Eff
James B. Hunt, Jr., Gover FEB 0 4 2000
Bill Holman, Secretary TBL
Kerr T. Stevens,, Director
I o 101 � C11 "T.1 � I !I lyj I
0_0
A-Mft%=0X-"%=0Wft F2'rAi
4i7L')=
AKN� ft
NCDENR
NORTH CAROLINA DEFARTME:NT OF
ENVIRONMENT AND NATURAL RESOURCES
January 31, 2000
TO: Wilmington Regional Water Quality Supervisor
FROM: Sonya Avant Ma
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility number 31-549 was combined under facility number 31-547. Facility number
31-549 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext. 57 1.
1617 Mail Service Center, Raleigh, North Carolina 27626-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Chris Turner
Diamond T Farm
713 Cabin St
Pink 1-1111 NC 28572
DearChris Turner:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NA-URAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-547
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR I, IRR2, DRY I, DRY2, DRY3, SLUR I, SLUR2,
SLDI, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
inc
. Stevens, D o 47
�eff T irrect r
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]W
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY "
May 15, 1998
CERTIFIED MAIL
RECEIPTRETURN REQUESTED
Chris Turner
Diamond T Farm
713 Cabin St -
Pink H111 NC 28572
SUBJECT: Designation of Operator in Charge
Diamond T Farm
Facility ID # 31-547
Duplin County w
Dear Mr- Turner:
You were previously notified by letter, that you were required to designate a certified animal waste
management system operator as Operator in Charge for the subject facility. Enclosed with that letter.
was an Operator in Charge Designation Form specifically for your facility. Our records indicate that
this completed form has not yet been returned to our office.
A training and certification program is available for animal waste management system operators_ For
information on the training programs please contact your local Cooperative Extension Agent.
Operator certifications are issued by the Water Pollution Control System Operators Certification
Commission (WPCSOCC). For information on the certification process, or a list of certified
operators in your area please contact the Technical Assistance and Certification Unit at
[phone].
For your convenience, we are sending you an additional copy of the Operator in Charge Designation
Form specifically for your facility- Please return this completed form to this office as soon as
possible but in no case later than June 14, 1998.
Please note that failure to designate an Operator in Charge of your animal waste management system,
is a violation of N.C.G.S. 90A-47.2 and you may be assessed a civil penalty unless an appropriately
certified operator is designated- Please be advised that nothing in this letter should be taken as
absolving you of the responsibility and liability for any past or future violations for your failure to
designate an appropriate Operator in Charge.
If you have questions concerning this matter, please contact Sonya Avant of the Division of Water
Quality at [phone] ext 571.
Sincerely,
Dennis R. Ramsey, P.E.
Assistant Section Chief
Division of Water Quality
�cdINOV letter _ - Y•;
Enclosure
cc: Wilmington^Regional Office s x
Water Quality Files
P.O. BOX 29535, RALEIGH, NORTH CAROLINA 27626-0535
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality FIR
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Lumas Turner
Diamond T Farm
713 Cabin St
Pink Hill NC 28572
Dear Mr. Turner:
DEC 3 11997
[4�1
FE I 'A F I
Subject: Classification of Animal Waste Management Systems
Facility: Diamond T Farm
Facility ID #: 31-547
County: Duplin
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or mom swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an aninial operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must ' designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
)WA, I) 'X - 4�'
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 91 ' 9-733-0026 Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

31— 5qj
MURPHY
F A M I L Y F A R M S
July 17, 1997
NCDEHNR
Division of Water Quality
Atten: Andy Helminger
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Mr. Helminger:
RECEIVEU
4)
JUL " 1 1997
]BY: --
I have enclosed the information you requested for slurry applications on the Diamond "r'
and Earnest (Red) Kennedy farms. You will find included a copy of the load sheets from
"Triple S Farms & Cleaning" and copies of the ASCS tract maps showing the receiving
fields.
The volume spread on the Diamond "T" farm was 508,800 gallons. This material was
applied to Tract 9 6194, fields 1,3,4 and to Tract # 6172, field 1. The total land area is
approximately 34.5 acres. This equates to 14,748 gallons per acre. The exact pounds of
PAN cannot be verified until we get the analysis back from NCDA. Results should be
relatively low since this operation was without animal off and on for nearly 2 years. An
estimate of 61bs PAN/1000 gallons would equate to only 88.5 Is PAN/acre. Coastal
bermuda and soybeans can readily utilize this amount of nitrogen.
The contractors applied 330,000 gallons of shirry on the Earnest Kennedy farm- I am stiff
trying to get a clarification on the tract and field numbers that received the material. I was
informed that a total of 2 5.5 acres were used from two different tracts(I 7.5 acres and 8. 0
acres). I will call you with that information as soon as I meet with Mr. Kennedy. Based
on these figures, approximately 12,941 gallons were applied per acre. This material will
likely test no more 8-9 lbs. PAN/1000 gallons. At nine pounds per 1000 gallons, the
contractors would have applied 116 lbs.PAN/acre. This would be enough nitrogen to
produce a 29 bushel soybean crop. This is a minimal yield -in this area and RYIE's of 35-40
busheWacre are more common.
I have instructed "Triple S" that in the ffiture, they need to identify all of the receiving land
by tract 4, field # and crop type. Also, once the material is agitated they are get a sample
and send to the NCDA lab. Because of the expense in moving equipment and agitating,
we can not afford to wait on each assay to return before we start the land application. We
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

will make a very conservative application based on the RYE of the crop until the analysis
is known. At that time, whatever supplemental application is needed can be made.
The dirt mix that is being excavated and spread on the land was also of concern to you. It
is extremely difficult to esfimate the volume of material and to get a uniform sample. One
load may be mostly a water and dirt slurry and the next load might be pure dirt. The other
dilemma is getting a urifform spread of the material in the field because of the lack of
consistency. Tracking exact placement of this small amount of nutrients will be relatively
impossible. Murphy Family Farms is incurring a great deal of expense in removing and
land applying this material. If there is anything different that we need to be doing, please
contact me.
Sincerely,
Gary R- Scalf

at'A
TRXPZZ,�S IrAIUM 14 'CZEhN32M
71:5:E. 44NIN '-RTF41ZT
A, . , IMX. -:2851-8
FARM
NAME:
TANK - e
TANK - e
LOAD I
LOAD 1
2 0 3
2 jo,
3
,),!
3 61 "-;-7
41jjo�
4
5 tf '.'2:Z
-611
-7 /9 i5l
6
9
9
10
10
I
-12
13
13
14
14.
15
15
.16 3
16-
17 3
17
-18 , 'Db
18
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19
2 0
20
2 1
21
22
22
2 -3
-o 1,
23
24
24
25
c) 0 c)
25
TOTAL LOADS
TOTAL GALLONS
PRICE
TOTAL DUES

. A I ;,
TiaPLE.'S -.FAMM,,& .'CLFJMING -7
-715 '-;E. ',NRZN'STP= `7
iN M. '20518
FARM NAMF,:,,QAA)O-I
TANK - &L TANK - 3QjM&L
LOAD 1 rT.50 LOAD 1
2 2
3 3 P.;?
4 4
ASI 5 R:qg
6 10Z 6 Ci
'7
7
9 5., rj—t) 9
IM
12 -1210
1318 13 18 12 3
1411 ;4)3
15 11 "Zo 15JI �Cq
16 4,'(� 1611,
17
18 AIL 18
19
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.20 ['30 . 20
1 :7, 0 Jus
21 qD 21/
(� 3
22/�q— 221
ci 2 3
2 41 2 4 L) 0
25 2.5
16, i1Z
6- -2
TOTAL LOADS
TOTAL GALLONS -Z D
F?,IcE
TOTAL DUE ;2 r c-a
14 M
3,

X
:7RIPLE S AHMS 'CLFMMG
FAM
NAME:
TANK
TANK
LOAD
LOAD I
2
2
391
3
4 7
4
.5
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6
7 1 C)" 0(0
7
8
8
9 -3
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10
11
'11
12
12
13
�13
14
14
15
15
16
16
.17
17
18
18
1-9
.19
20
21
21
22
22
23
23
.24
24
25
25
TOTAL LOADS tQ
TOTAL GALLONS
PRICE
TOTAL DUE

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'i'sio -'i'.J()O RL-C(IN' C.rcuk Roa (I KU 1601, NC, '27007-6-105 (9 19) 733-2655 Report No: W0262-2 W
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iu� -�djuii p 0

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
August 1, 1997
AIMORANDUM
TO: Dave Holsinger, Environmental Engineer
Wilmington Regional Office
FROM: Andrew G. Helminger, Environmental Specialist A,-4-
Wilmington Regional Office
SUBJECT: Murphy Family Farms Lagoon Retrofit Practices
On July 7, 1997, 1 inspected the Diamond T Farm (3 1-547) and Virginia Turner Farm (3 1-549), both
owned by Ronald Turner. At the time of inspection, the lagoon at Diamond T was being retrofitted by Murphy
Family Fan -as. Murphy plans on diverting the waste from this 1196 feeder to finish facility to the lagoon at the
Virginia Turner Farm during the retrofit process.
The Virginia Turner Fami is located on the same site but operates under its own certified waste
management plan. This facility was supposedly designed to accommodate the waste load from 1196 feeder to
finish hogs. I'm concerned that the added waste from the Diamond T Farm will overload the storage capacity
of the Virginia Turner lagoon. It also seems that by diverting more waste into the Virginia Turner lagoon than
the design capacity allows, Murphy is violating the facility's certified plan. - 0
It seems that Murphy should be required to remove animals from facilities that are receiving lagoon
retrofits, such as the Diamond T Farm, if a suitable location cannot be found to store waste during the
process. Murphy makes more profit by leaving the animals in the facility during a lagoon retrofit, but in
doing so, they create potentially serious risks to water quality.
cc: Rick Shiver, Water Quality Supervisor, Wilmington Regional Office
Dennis Ramsey
Wilmington Files
SAWQS\ANDYA\31-549.MEM
127 Cardinal Drive Extension, VVilmington, N.C. 2MS-3945 0 Telephone [phone] Fax [phone]
An Equal Opportunity Affi—tive Action E-ploy-

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunf, Jr., Governor M IL
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director E3EHHNF;Z
April 3, 1997
Lumas Turner
Diamond T Farm
692 Cabin St
Pink H11111 NC 28572
SUBJECT: Notice of Violation
Designation of Operator in Charge
..Diamond T Farm
Facility Number 31-547
Duplin County
Dear Mr. Turner:
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our. Technical Assistance and
Certification Group at [phone].
Sincerely,
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535. FAX [phone]
Raleigh, North Carolina 27626-0535 C An Equal opportunity/Affirmative Action Employer
N'iiry
Telephone [phone], MUM -71M TW-TMM 50% recycles/10% post -consumer paper

014-
Site Requires Immediate Attention:
Facility No.31 - _&V �7
DIVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERATIONS SITE. VISITATION RECORD
DATE: .,1995
Time: a 15--
Farm. Name/Owner:
Mailing Address:
County:
Integrator. V_KL4f_��g Phone:
On Site Representative: Ye Phone:
Physic al - Addres s/Location: 4 / I' I r) 0 2, 1/pi
/ I L I :) �� 2�_ �, fff /)E4ft ,
d,,Ira I U
Type of Operation: e Poultry Cattle
Desig'n Capacity: - p I (_ Number of Animals on Site:
DEM Certification Number: ACE DEM Certification Number: ACNEW�__
Longitude: -7
Latitude: 0 Elevation: Feet
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately 1 Foot + 7 inches) Yes or No Actual Freeboard: _,,'�__Ft. Inches
Was any seepag
.,e observed from the lagoon(s)? Yes or No Was any erosion observed? Yes o&zp
Is adequate land available for spray? Yes or No Is the cover crop adequate? Yes or66'>
Crop(s), being utilized:
e or No'
Does the facility meet SCS minimum setback criteria?. 200 Feet from Dwellings?
100 Feet from Wells? )(�;�or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or No
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line? Yes or No
Is animal waste discharged into waters of the state -by man-made ditch, flushing system, or other
similar man-made devices? Yes or o If Yes, Please Explain.
Does the facility maintain adequate waste manaoement records (volumes of manure, land applied,
spray irrigated on specific acreage with.cover crop)? Yes 4SP
Additional Comments: Ali 1,1-kl- 7_� 7-
t& D, Fji XAZ%_
&L J- ;4 Ala.J( IV A-e re fz-p- r�(_W i, _,L A& - d i,-1,
:14, vv�_
Inspector Name
- PA_kt�,_ I �qlt_�
SiOature-
cc: Facility Assessment Unit Use Attachments if Needed.

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt Jr., Governor
Jonathan B. Howes, Secretary
November 13,1996
Lumas Turner
Diamond T Farm
692 Cabin St
Pink HUI NC 28572
SUBJECT: Operator In Charge Designation
Facility: Diamond T Farm
Facility ID#: 31-547
Duplin County
Dear Mr. Turner:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which design. ates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as'of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687,
N-wf ffirmotive Action Employer
Raleigh, North Carolina 27611-7687 C An Equal Opportunity/A
Voice 919-715-4100 50% recycled/ 10% post -consumer paper

'DECC' 1993
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONSI;-,�
Department of Environment, Health and Natural Resou�r-Ces,�.,.-. TER QUA' LIT'
Division of Environmental Management I �C�" Pla:i-iing
water Quality Section
�91
J-IL %-Il= CL" al waste management syste for your feedlot otjq--: r a
is designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served
by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H.0217 (c) in
order to be deemed permitted by I)EM. Please print clearly.
Farm Name: Diamond T Farm
Route 2 Box 151A
Pink Hill, NC 28572
Duplin County 919-298-4585/298-3314-
Owner(s) Name: ko
Manager(s) Name:
Lessee Name: From Kenansville, take NC 11/9 . 03 N 3.0
mile and turn Rt. onto SR 1700 (Sarecta
Farm Location (Be as specific as possibliRd), go to Sarecta and turn Lt. onto SR
direction, milepost, etc.): 1701 (Williams Rd), go 1.8 miles and turn
Rt. onto dirt SR 1703 (Cabin Street Rd),
o across NC ill, remain on paved SR 1703
for 1.0 mile to farm entrance on Rt.
[NOTE: Entrance shared with Virginia
rurner-TR2] (TT=35 min.; TD--22 miles)
Latitude/Longitude if known: QBSP # 16-135-23-23
Design capacity of animal waste management syst
type of confined animal(s): "/'44
(Number and
Average animal population on t e.fa7 (Nim type of
_�)eF and
animal(s) raised):
Year -Production Began: ASCS Tract No.: 57 9
Typd of Wa Management System 'Used:
Acres Available for Land A lication of Waste: A-9
Date:
Owner(s) Signature(s) :
L/I
Date:
(W.T. Davis, Serviceman)
31-514T

State of North Carolina
Department of Environment,
Health and Naturaf Resources e An
Division of Environmental Management
James B. Hunt, Jr., Governor OL
Jonathan B. Howes, Secretary ID FE F1
A. Preston Howard, Jr., P.E., Director
March 23, 1994
Lumas Turner
Rt. 2 Box 15 IA
Pink HEII NC 28572
Dear Mr. Turner:
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the' Division of Environmental Management
(DEK, Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H.0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certificatiqlL form (copy enclosed) to -DEM by
December 31, 1997.1 New or expanded feedlots constructed after December 31, 1993 must
obtain signed certification br&9re animals arej!Qgked on the -farm,. Certification of an
approved animal waste management plan can be obtained after the Soil and Water Conservation
Commission adopts rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please -contact David Harding at [phone]..
Sincerely,
/-n Steve Tedder, Chief
enc: Water Quality Section
P.O. Box 29535, Raleigh, North Carolina 27626-0635 Telephone [phone] FAX [phone]
An Iqual Opportunity AtfirmaNve Action Employer !�Q% recycled/ 10% post-c onsumer paper

I
Plan Amendment to Include S&IWCC Chronic Rainfall Practices and Standards through Manch 31, 2000
1. If this facility can comply with its exis��iiperm4 an�CAWMP it must do so.
2.
Temporary Addition of New Sprayfields (*) (Check appropriate boxes,)
A. acres of cropland. List crop types used:
B. acres of hardwood woodland @ 100 N PAN / acre addedL
C. acres of pine woodland added @ 60 lbs PAN I acre added.
3. Summer Perermial Grass (Check appropriate box.)
a A. Application window extended for acres of perennial grass until first killing frost.
n B. An additional 50 Ibs of PAN applied to acres of perennial grass prior to killing frost.
1
4. PAN -Application Increased for Small Grains & Winter Grasses to be harvested (Check appropriate bo.,L)
H'A-,PAN application increased up to 2DO lbs per acre for _L�__ acres of small grains or winter grasses to be harvested.
[I-ff. PAN application increased up to 150 lbs per acre for 49_mO acres of overseeded summer perennial included in 3. B.
/fW-C>?
5. Wasto.,�alysis (Check appropriate box-)
B-,1- Prior to December 1'. 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the fuV 25 year 24 hour storm event (Current Raste analysis must be used after Dec. I"
n B. Use current -a-aste analysis to determine PAN.
6. Reguired - Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A- Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Mmmgemrnt Techniques to Reduce Runoff and Ponding Potential.
A- Nialcing frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner / man ger is required to manage the movement of animals to and from the faciliry to minimize environmental
impacts, ensure compliance with the facility's permit and, amended CAVAD, and avoid discharge to surfhcr, u-aters.
9. Authorization to use the additional practices included in'this amendment expires if a facility discharges to surface vivers.
Any discharge is a -6olation and may result in an enforcement action.
10. The owner / operaior is required to keep records of allmaste applications.
11. This revision must include a map or sketch of new land application areas.
Facilitv Number '5- � -?
Z Facilitv r I Manager Name (PRRiT)
na'
.tv 0�
4
'9 r
a - - OwnEr Manager Signature
Date___Ll �2e
I
04^4-� fZ
Facility Niame
176�CCASpecialig Name (PR -MT)
Techni pe6alig Signature
Date
This document must be filed at the SWCD office and be attached to the facilities CAWAU
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.

P.O. Bm 1096
AGR[MENT SERVICES INC. Bealsville, N,C. 23518
Phone; [phone]
WASTE MANAGEMENT CONSULTANM Fix: [phone]
9/12/00
VED
Mr. Stonewall Mathis
Division of Water Quality gffc,
127 Cardinal Drive Ext. SEP Z
Wilmington, NC 28405
BY:
Dear Mr. Mathis: 7,
This memo is to address the 2000 annual inspection that was conducted for Ronald Turner
on 7/12/00 he had one facility (FN 31-547).
Farm 31-547 had several deficiencies:
1. Ponded animal waste in spray field. (NOD)
2. Application events over 1 in/acre. (NOD)
3. Non -Bermuda vegetation in spray field. (NOD)
4. Tire ruts in spray field. (NOD)
The ponded waste will be addressed by an increase in the reel speed and lowering the
nozzle size to reduce hydraulic loading. This should also confront the events over 1 intacre.
Tire ruts will be filled and re stablished with suitable vegetation during the proper growing
season for same vegetation with weather permitting.
Non -Bermuda vegetation will be addressed by spraying a proper herbicide to control weeds.
However, it is nearing the end of the Bermuda season so these items may be more
appropriately addressed at the beginning of the next growing season for Bermuda.
The Bermuda graze field has been officially changed in the CAWMP to the predominate
vegetation which was fescue.
I hope this information will address the Notice of Deficiency(s) that were noted, If you have
any questions please feel free to call.
With Kind Regards,
�2�)
Ronnie G. Kennedy Jr.
President of Operations
Agriment Services, Inc -
WOW(ind Regards,
--/� at& -JU
Ronald Turner
Owner/Operator
Visit us on the Internet at: www.Au��ientServices.coni or email us at [e-mail]

Een v i 7r4o c ht e ]m
EWMONMNTAL CHEAUSTS, INC
Sample Collection and Chain of Custody -
C, D C- f-'J R - T,> W
A
"a whMina way
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
m e e: I=Influent.
E=Effluent. W-Well.
ST-Stream.
SO-Soff.
S Sludge Jalgi� F-7ill-late,
Samrde Identificaflon
collectIon
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W.ALYSM MQUEM=
DATE
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N(MCE — DECMORMATION: Sampla for Awwoul , TKN, Cyanide, Phenol, and Bacteria must be dechlorinated
@.2 ppm o less) in the Held at the time of collection. See reverse side for Instructions.
Transfer
'.ellaquished By:
Date/Time
Received By:
DateiTime
2.
Temperature whpn Receive Accepted: V Rejected: Resomple Requested:
Delivered By: jj��� Received By: Date:7-Iz-ao Time: 6:10,o,
Comments:

910 392 4424 P.01
Environmental Chemists, Inc.
F3
ul-21-00 10:25A Envir-achem
'07vi T-och "4
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Date: -71,-,711 c) 0
To: -'str-Oct
6602 Windmill Way
Wibwngton, North Carolina 28405
910.392.0223 phone [phone] fax
Ec,h=)MAAQI,com
PageS tD FoUDw:
MISHM"IM
From: Fax#: Bc��O - qoC)4
RE: S I �S
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Jul-21-00 10:25A Enviirochem 910 392 4424 P-02
F, Environmental Chemists, Inc.
envirochem
L 'A, 6602 Windmill Way - Wilmington. Norib Carofina'8405
[phone] (Lab) - (9101392-4421 (Fax�
EchemWOanlxoni
CONSULTING
CHEMISTS INCDENR: DWQ CERTIFICATE #94, DLS CER'n FICATE #37729
Customer:
NCDENR-DWQ
127 N. Cardinal Drivc Ext.
W12ington, NC 28405
Attn: Stonewall Mathis
REPORT OF ANALYSLS
Date Sampled: 07/12/00
Sampled By: Stonewall Mathis
PUDDLE:
Date of Report: July 20, 2000
Purchase Order #:
Report Number: 0-2385
Report To: Stonewall Matbis
PARAMETER
sampk ED
31-547 1
31-547 2
Lab 11D
f 5940
# 5941
Fecal Coliforna, cokmicW100m]
50,0W
200,000
Mtrate + Mbite Ntropm NC6 + NO2 - N mg/L
5.78
9.36
Anmem" Nibvgen, Mli-N. nW/L
18.2
9.1
Total Ke3ddaN NftWn. TXN mg/L
46.7
37.3
Total PhoslAorns, P nVIL
32.2
27.8
Revimedbyg-j�- QbA�Ur-i^k aWraved for releam to the ebemL
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ENVIRONMENTAL CHENUSTS, INC
SaMLIe CollIggon and Chain of CustR&
6M WumimM Way
Wilmington. NC ZWS
Phme: [phone]
Fn: [phone]
Immil- rchomw(knal.dy"
Ea 3 Cr-5-
RUMINO a=; I - MU
Cut. -L - MMUNgh. n
a A =aweam. al -ague
a Sludge M - wlcifz�
Sample Identification
Collection
iRESERVATION
ANALYSLS RZQUEUM
9T
DATE
TIME
TEMOP
SL� 7 J
!2L 72 161
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Al
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NCM"-][)EOMOMNA Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dechlorinated
(0.2 ppm or ltsjs in the field at the dme of collection. See reverse side for Instructions.
Transfer
Relinquished By:
DatelTime
Received By:
DateMme
2.
"16 Accepted: V
Temperature when Recel Y Rejected: Resample Requested:
-1z
N Delivered By: j&;Z,—,, Received By: Date: co -Time:--� da-
Comments:

ul-1.7-00 01:53P Envirochem
envirochem,.
910 392 4424
Environmental Chemists, Inc.
6602 Windmill Way
Wilmmgton, Nordi Carolina 28405
910.392.0,223 phone [phone] fax
EchenxW&al.coxn
Date: -T� Pages to FoHow:
To.. �4 "0 compaur.
Aft) k'
From: CI Fax N:
RE: i I ck(tc:::
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ENVIRONMZNTAL CHENUSTS, INC
Sample Collection and Chain of Custody-
6602 WhWmM Way
Wilmington, NC 28QS
Pbose: [phone]
Fax: (910) M-4424
Collected By: -5--1& fdk;f Regan No:
Aft . �r ...
Sample Ivm: I m MUUeUL
IL JLMUe]MT& W �IVCU%
bJl `3 Came a" �;Souft
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Sample Identification
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NOTICE - DECIMOMATION: Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dec�orinated
(01. ppm a less) In the field at The time of collection. See reverse side for instructions.
Transfer
Relinquished By:
DatefIrime
Received By:
DaWfime
F 2.
Temperature when Recel e Li Accepted: V Rejected: Resample Requested:
Received BY: J i� V
Delivered BY:
Date:4-1z-cu Time:- ��304
Comments: F

JU-1-1 7-00 01:53P Envirachem 910 392 4424 P-02
Environmental Chemists, Inc.
�envirochem.
L 6602WindmillWay - Wilmington. Noah Camlina 28405
(9tO)392-0223(Lab) - [phone](Fax)
[e-mail]
CONSULTING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wflmington, NC 28405
Attn: Stonewall Mathis
Date Sampled: 07/12/00
Sampled By: Stonewall Mathis
STRFAMPUDDLE:
NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
REPORT OF AXALYSM
Date of Report- July 17, 2000
RESULTS TO DATE
Purchase Order #:
Report Number: 0-2385
Report To: Stonewall Mathis
PARAMETER
Sample ED
31-547 1
31-547 2
Lab'ED
#
IN 5841
F" Coliform. coloniWI00nd
50,000
200,000
Nitraft + Nitrite Pfitrogm NO3 + N% - N mg/L
Ammonia Nitrogen. NH,-K. mrjL
Total Keidd&M M"m TKN mg(L
46-7
37.3
Total Phospborus, P mgfL
Reviewed b��—�� k. r�.
�'i C and approved for releaw to the cff*nL

!enviroch!ejm
CONSULTING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardind Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled: 07/12/00
Sampled By: StonewaU Mathis
PUDDLE:
Environmental Chemists, Inc.
6602 Windmill Way - Wilmington, North Carolina 28405
[phone] (Lab) - [phone] (Fax)
EchemW@aol,com
NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Date of Report: Ady 20, 2000
Purchase Order #:
Report Number: 0-2385
Report To: Stonewall Mathis
PARAMETER
Sample ED
31-547 1
31-547 2
Lab ID
05840
# 5941
Fecal Coliform colomes/100nd
50,000
200,000
Ndrate + Mtrite Mitrogm NOs + NO2 - N mg/L
5.78
9.36
Ammonia Mtrogen, NUT-N. mg/L
18.2
9.1
Tota1KeJe1dahlNAMen,TKN mgnL
46.7
37.3
Total Phosphorus, P mgm
32.2
27.8
Oy,& d and approved for release to the cfienL
Revicwedbygj�, �2�
U

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envirochem,
L
Client:
Collectedft;
ENVIRONMENTAL CHEMISTS, INC
SaMnle Collection and Chain of Custody
66M Wkdmill Way
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]W24
Fmail: KehPmWrA6an1.cnm
3 -5--
Samute ivoe: it = mnuenL
i = zmuent, w =iveg.
oji =:Sjream,, SO =Solillv
3 Sludge Q
Sample Identification 1
Collection
P
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PRESERVATION
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91
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1
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DATE
TIME
TEMP
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NOTICE — DECIM01UNATION Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dechlorluated
LO.2 ppm o less) In the field at the time of collection. See reverse side for instructions.
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
1.
2.
Temperature when Receive 1,C Accepted: Rejected: Resample Requested:
Delivered By: Received By: ki V Date: 4 -/z- ao Time: 304
Comments:

V"ORTANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly enforcing EPA regulations for sample collection and
preservation.
Client Must Provide the Following Information
SAhRLE IDEL� CATION (Contamer Associated with requested testing)
K
2. SA��LE (Composite, Grab, Water, Soil, etc.)
3. DLU COLLECTED
4. TUME COLLE�D
5. SAMPLE COLL
6. PRESERVATMN (Including Temperature and pM
Temperature: Samples MUST be refrigerated or received on ice between 2 and k!_C. Samples received
within two (2) hours of collection must show a downward trend. Therefore, please record temperature at
collection in space provided on collection sheet.
pH: A two (2) hour li—autto chemice-My preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the time olfcolliection.
Caution
These sample bottles may contain small amounts of acid or other corrosive and potentiaffy harmfid
chemicals. Laboratories are required to add these chemicals for certam analyses in order to comply
with EPA preservabon requirements. Use extreme cam when opening and handling the bottles. If
any chemical should get on your skin or clothes flush liberally with water and seek medical attention.
DECY"RINAMN INSTRUCTIONS
C&UTION: DO NOT Mix tbiosulfate with acid in bottle before collecting samples as a
violent reaztion will occur.
RerMorinaft Samples that ftuire Acid Preservation
1. Add 4-5 granules of thiosulfate to a bottle with no a6d preservative (unpreserved BOD/TSS bottle).
2. After mixing to dissolve the thiosulfate, pour half of the sa6aple into a bottle containing acid as a
preservative (AmmoniwTKN).
3. Then completely fill both bottles with fi-esh sample.
'Me Laboratory will va* and document the above requested information.
ref. NCAC 211.0805 W MjM1
44 At any time a laboratory receives samples which do not meet sample collection, holding time, or preservation
requirements, the laboratory must notify the sample collector or client and Soo= another sample if possible. If another
sample cannot be seamed, the original sample may be ana4zed, but the results reported must be quaUed with the nature
of the infiwfion(s). And the laboratory must notify the State Laboratory about the kftaction(s). The notification must
include a statement indicating corrective actions taken to prevent the problem fbr future samples.
ref. NCAC 2H.OaO5 (LL) (7) (@-"