310548_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0548 Certificate Of Coverage Number: AWS310548
2. Facility Name: -einfiHakc - 4fro^y 14, 7Aost-*-s r-eao"
3. Landowner's Name(same as on the Waste Management Plan): -R14.nk Cola ua><pr, �►hC�y I�. ��45
4. Landowner's Mailing Address: t�/ ,�tQ�Q
City: Pink Hill State: NC Zip: 28572
Telephone Number: Ext. E-mail:
Ito-a8q -61S-1
5. Facility's Physical Address: 1278 N NC 111
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Phone No.: 44 0 298 11 OIC#: 16070 p
D- ( 7 9QS!O O
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,196
Operation Types-
,Swine Cattle Dry Poultry Other Tunes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOONNI d /T , f, 24/ -7 6 r /65r 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.IOC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map) .
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed ropy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil'penalties up .to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by-a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be bby`a principal executive officer of the corporation):
Name: Gi�ftil/✓ Title: 0 t 'l�
Signature: D92' ate: �✓ t 1�
r
Name: Title:
Signature: Date: F�
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding'Operations Program'
1636 Mail Service Center
Raleigh,North Carolina 27699-1636 ,
Telephone number:[phone]
E-mail:[e-mail]
.:erg.� _ •.. ... _ ._ ._ -..__ .. _ r:.. _ .
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
—�� 13B .0200.
U Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Q Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be!done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
��.w�- �olww✓ ��oe— p 3/�8"l�9
Signature of Farm Owner/Manager Date
3
Signature of Technical Specialist Date

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T.1304(c)and 15A NCAC 2T.1305(d)this form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to DWR no later than 60 days following the transfer of ownership.
General Information: I
/t -
Previous Name of Farm: Facili� tY No: J /
Previous Owner r s)Name: G to"Wi coe. Phone No:
New Owner(s)Name: e Phone No:
New Farm Name(if applicable): S
Mailing Address: OX,ffa
Farm Location: Latitude and Longitude:_3Y
ff / County:
MD&r)
Please attach a copy of a county road map with location identified,and provide the location address and driving directions
below(Be specific:road names,directions,milepost,etc.): O O 57lR 1762..
(rA6 fill b n 5'R 0 1
m 1 es 4:p pio Q
Operation Description:
Type of Swine No.of Animals Type of Swine No.of Animals Type of Cattle No.of Animals
❑Wean to Feeder ❑Gilts ❑Dairy
b Wean to Finish ❑Boars ❑Beef
Feeder to Finish 1 4
❑Farrow to Wean Type of Poultry No.of Animals
❑Farrow to Feeder ❑Layer
❑Farrow.to Finish ❑Pullets
.-Other Type of Livestock: Number of Animals:
Acreage Available for Application: Required Acreage: /19
Number of Lagoons/Storage Ponds: Total Capacity: off'- -Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan(CAWMP)for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year,24-hour storm and there must not be run-off from the application of animal waste. I(we)understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue the required permit to the new land
/owner.
���
Name of Previous d�Ow r:
Signature: Fli
2 Date:
Name of New nd wner: � 14, no 07&-s
Signature: Date: )�
Name of Man a a (if different from owner):
Signature• C � ��^ Date:
Please sign and r turn this form to: Animal Feeding Operations
N.C.Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
June 12,2015

M,STA_TE o
ROY COOPER
Governor
MICHAEL S.REGAN � �a
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
March 08,2019
Jeremy Thomas
Jeremy A.Thomas Farms
254 Hall Rd
Pink Hill,NC 28572
Subject: Certificate of Coverage No.AWS310548
Jeremy A.Thomas Farms
Swine Waste Collection,Treatment,
Storage and Application System
Duplin County
Dear Jeremy Thomas:
In accordance with your February 25, 2019, Notification of Change of Ownership, we are hereby
forwarding to you this Certificate of Coverage(COC)issued to Jeremy Thomas,authorizing the operation
of the subject animal waste management system in accordance with General Permit AWGI00000.
This approval shall consist of the continued operation of the existing animal waste management system
including, but not limited to, the management and land application of animal waste as specified in the
facility's Certified Animal Waste Management Plan (CAWMP) for Jeremy A. Thomas Farms, located in
Duplin County,with a swine animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 1196 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation,there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019 and shall hereby void
Certificate of Coverage Number AWS310548 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.
North Carolina Department of Environmental Quality l Division of Water Resources
,�J//� 512 North Salisbury Street 1 1636 Mail Service Center I Raleigh.North Carolina 27699-1636

Please read this COC and the enclosed State General Permit carefully. Please nay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any lagoon,
storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days,this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You may
find detailed watch/warning information for your county by calling the Newport/Morehead City,NC
National Weather Service office at(252)223-5737,or by visiting their website at:www.weather.gov/mhx/
This facility is located in a county covered by our Wilmington Regional Office.The Regional Office staff
may be reached at(910) 796-7215. If you need additional information concerning this COC or the General
Permit,please contact the Animal Feeding Operations Program staff at(919) 707-9129.
Sincerely,
for Linda Culpepper
Director,Division of Water Resources
Enclosure(General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
AFOGWS Central Files(Permit No. AWS310548)
Murphy-Brown,LLC—PO Box 856, Warsaw,NC 28398

Jeremy Thomas
1/2/2019
This plan has been prepared for: This plan has been developed by:
Jeremy Thomas NRCS
Jeremy Thomas Bill Thomas
254 Hall RD 165 Agriculture Dr
Pink Hill, NC 28572 Kenansville, NC 28349
910-289-6157 910-296-2120
o�
Developer Signature
Type of Plan: Nutrient Management with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and 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.
atllvv
Vsignature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of Agriculture-
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved :
�r B y
Technical Specialist Signature Date

Planned Crops Summary
Jeremy Thomas
The table shown below provides a summary of the crops or rotations included in the plan for each field. Realistic Yield estimates
and Plant Available Nitrogen(PAN)recommendations are also provided for each crop as well as the crop's P205 Removal Rate.
The Leaching Index(LI)and the Phosphorous Loss Assessment Tool (PLAT)Rating are also provided for each field,where
available.
If a filed's PLAT Rating is High,any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Rating should receive no
additional applications of manure. Regardless of the PLAT rating starter fertilizers may be recommended in accordance with
North Carolina State University guidelines or recommendations.The quantity of P205 applied to each crop is shown in the
following table if the field's PLAT rating is High or Very High.
Tract. Field Total Wettable SMU LI Crop Name RYE Recom PLAT P205(lbs/acre).
Acres Acres mended Rating Crop.-,
PAN Removal Applied
5788- 1 1 5 5 Au6 I NA
Small Grain Overseed 0 Tons 50 Unknown 1 0 NA
Hybrid Bermudagrass Pasture 5.5 Tons 202 Unknown 7 NA
5788. T­T5 5 AuB NA
Small Grain Overseed 0 Tons 50 Unknown 1 0 NA
Hybrid Bermudagrass Pasture 5.5 Tons 202 Unknown 7 NA
5788 3 1.2 1.2 Au6 NA -
Small Grain Overseed 0 Tons 1 50 Unknown 0 NA
Hybrid Bermudagrass Pasture 5.5 Tons 202 Unknown 7 NA
Totals: 11.20 11.20
Notes:1.In the tract column, symbol means leased,otherwise,owned.
Ll Potential Leaching Technical Guidance
Low potential to contribute to soluble nutrient None
<2 leaching below the root zone.
Moderate potential to contribute to soluble nutrient Nutrient Management(590)should be planned.
>=2&<=10 leaching below the root zone.
High potential to contribute to soluble nutrient Nutrient Management(590)should be planned.Other conservation
leaching below the root zone. practices that improve available water holding capacity of soil and
improve nutrient use efficiency should be considered.Examples are
>10 Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),
Long-Term No-Till(778),and edge-of-field practices such as Filter
Strips(393)and Riparian Forest Buffers(391).
1/2/20191:17:48 PM 112

Planned Crops Summary
Jeremy Thomas
P Loss Index Rating P Management Recommendation
0-25 Low No adjustment needed; N based application
26-50 Medium No adjustment needed; N based application
51 - 100 High Application limited to crop P removal
> 100 Very High Starter P application only
1/2/20191:17:48 PM 2/2

Waste Utilization fable
Jeremy Thomas
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
Solid
``Solid . '�:�Li:,Liquid ', oli
. Nitrogen Comm.. Manure�� `Liquid Solid. q
PA' Fort. Res. PA Manure. Man
ure.- Manure Manure
Nutrient Nutrient '(Ibs/A) Nutrient ;Applied Applied Applied Applied
Reg�d Applied' Applied- -'(acre) (acre) .(Field). (Field)
Ibs/A
Field. Source :Total Wettable Applic __ Applic 100D
Tract ID ID :.ID SMU Acreage Aereage Crop Name RYE- Period =N N N :' Method N gal/A. . 'tons . 1000-gals 'tons -
5788- 1 S 31 AuB 5.00 5.00 Hybrid Bermudagrass 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0 560.33 0
Pasture
5788- 1 S 31 AuB 5.00 5.00 Small Grain Overseed 0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0 138.70 0
5788- 2 S 31 AuB 5.00 5.00 Hybrid Bermudagrass 5.5 Tons 3/1-9130 202 0 0 Irrig. 202 112.07 0 560.33 0
Pasture
5788- 2 S 31 AuB 5.00 5.00 Small Grain Overseed 0 Tons 1011-3/31 50 0 0 Irrig. 0 27.74 0 138.70 0
5788- 3 S 31 AuB 1.20 1.20 Hybrid Bermudagrass 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0 134.48 0
Pasture
57881 3 1 S 31 AuB 1.20 1.20 Small Grain Overseed 0 Tons 10/1-3/31 50 0 0 1 Irrig. 1 0 0.00 0 0.00 0
Total Applied,1000 gallons 1,532.52
Total Produced,1000 gallons 1,112.40
Balance, 1000 gallons (420.12) ,
Total Applied,tons i 0.00
Total Produced,tons 0.00
1/2/2019 1:18:04 PM 1/2

Waste Utilization Table
Jeremy Thomas
Balance,tons 0.00
Notes:1.In the tract column,—symbol means leased,otherwise,owned. 1.Symbol'means user entered data.
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1/2/2019 1:18:04 PM 2/2

Jeremy Thomas
1/2/2019
Type of Plan: Nutrient Management with Manure only
Narrative:
This plan is based off a plan written by Agriment Services INC. 1 only changed the name to reflect
the new owner of the farm.
1/2/20181:18:27 PM 1/1

Required Specifications For Animal Waste Management
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 meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, storical 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 maybe broadcast
provided the application does not occur during a season prone to flooding
(see "Weather and Climate in North Carolina" for guidance).
7. liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and-in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
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 than-25 feet-to perennial waters.
12. Animal waste-shall-not-be-applied closer than 100 feet

13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
•right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainage ways, 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 wash down facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and-implementing a "closure plan which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis,to-prevent breakdowns,-leaks;and-spilIs'..:-A regular
maintenance checklist should be kept on site.

20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant with
no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall.be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen shall
be the rate-determining nutrient, unless other restrictions require waste to
be applied based on other nutrients, resulting in a lower application rate
than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum
of five years. Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other waste shall
be maintained for five (S) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.-_
'-' __ - _�_ -if� •-_.F��lp'�-'Fr..'i�T�,;.,q}��:�= �P'7�`;'�. i:-%:.�.i. ��'y"T a_.yl�tfi. �."''.�'(�+[cry f

USDA United states
Department of Duplin County,.North Carolina Farm 13590
Agriculturer
Tact 5788
2019 Program Year
p w +N ��a t ,xh1 ry CLU Acres HEL Crop
1 5.48 NHEL
_ 2 19.7 NHEL
�'• arvo ''h, �':7� '� 3 2.27 NHEL
4 5.36 UHEL Noncro land
5 48.3 UHEL Noncro land
�x 6 0.28 UHEL Noncro land
-s-' 7 1.32 UHEL Noncro land
8 5.1 UHEL Noncro land
Page Cropland Total: 27.45 acres
Map Created October 25, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non-Cropland
oTract Boundary
Wetland Determination Identifiers
"sssl -ap*` • Restricted Use
d y V Limited Restrictions
w� }E,,i " '4',i • r Exempt from Conservation
7 Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the Information provided directly from the producerand/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with Its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a result of any users reliance on this data outside FSA Programs.
Welland identifiers do not represent the size,shape,or specific determination of the area. Refer to your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

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�LIn�117 CrOUllt FSA Wetland Deterrrlinatienldentifiem Disclalmer.Welland IdentlOersdo not represent the size.shape,
r y • Restricted Use or specific dolominallon oflho ama.Retorts yaw original Acres CTD HEL AP
Limited Restrictions determination(CPA-026 and attached maps)for exact welland P
Ovun tlarles and tlelertnlneliana,or contact NRCS.
Farm 13590 Tract 5788 Exem I hom Comervallsn Com Ilance Provlalam
1 1 5.9B N
2 19.70 N
3 2.27 N
t
J
.. r•Nr.f .r.nlr
0 900 1200 Fe
Total Cropland Acres
27.4

USDA united States
Department of Duplin County, North Carolina Farm 13052
Agriculture-
r
Tract 5124
79W 7. 1NO
2019 Program Year
CLU Acres HEL Crop
1 4.61 NHEL
3 0.36 UHEL Noncropland
4 0.1 UHEL Noncro land5 0.88 UHEL Noncro land
6 15.23 UHEL
8 1.65 UHEL
9 24.8 UHEL Noncro land
Page Cropland Total: 21.49 acres
/
Duplin
6
Map Created December 28,2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non-Cropland
ract Boundary
t� Wetland Determination Identifiers
• Restricted Use
e h _ _ • - _ - _ p Limited Rom Conservation
!Y?- Exempt from Conservation
ons
�' Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the Informatlon provided directly from the producer and/or the NAIP Imagery. The producer
accepts the doto'as Wand assumes all risks associated with as use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage Incurred as a resA of any users reliance on this data outside FSA Programs.
Wetland iden tillers do not represent the size,shape,or specific date anlnation of the area. Refer to your original determination(CPA-026 and attached maps)for exact boundaries and detenninstant or contact N RCS.

USDA United States
Dpartment of Duplin County, North Carolina Farm 17026
Agriculture
Duphn Tract 74361
VW- 2019 Program Year
CLU Acres I HEL Crop
1 15.58 1 NHEL
1 2 19.25 1 UHEL I Noncropland
Page Cropland Total: 5.56 acres
i
• � .4�y
Map Created October 25,2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non-Cropland
oTract Boundary
Wetland Determination Identifiers
• Restricted Use
V Limited Restrictions
_.. Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership;rather it depicts the information provided dlredly fmm the producerand/or the NAP Imagery. The producer
accepts the date'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage inwmed as a result of any users reliance on this data outside FSA Programs.
Weiland Identifiers do not represent the size,shape,or specific determination of the area. Referto youronginal determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

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11/20/2018 Duplin County GIS
Duplin County
County Home Page(http://www.duplincountync.comq I Help(./assets/duplin/help/h
Geographic Information Systems 4n�.� O
Search Re� sul—ts Layers - 7iS.E
Results List
Details ure x
w M
BAKER, ELIJAH COLS c V Y fip c r
5093 POTTERS HILL RD PINK HILL NC 28572 EPEDEP I iIK
Tax Account Info U 17 A Acres-
Parcel M O8•954--- i
PIN: 345500724165 -"' em,erit'12 5`•.sesu' A•lt:�e�.
<
Account#: 0217010
Address: 1278 N NC III HWY RA ,J• MA .yt ^f Acres
Deed Info: 1688 466 2011 8. 'rt
Property Cless:l 4.1 5
Deed Acres: 15.98 y `- •�•' - , _
Sale&Assessment Information ray,
Assessed Value: $349,100 _7 r
Year Built: 0
Heated Sq Footage:0 E .ELIJAH O
Sale Price: $0
B
LIN C •UN
•E02 - -
BuRer
http://gis.duplincountync•com/maps/default.htm 1/1

STATE OF NORTN CAROLINA
COUNTY OF DUPLIN
This Instrument has he f led
II I I IIII II II I I IIIIIIII II I I II III III Regrslrah wale, for
dn an the Tim i d
BadA and Page shown e an in 1
Ron The F'
Doc No: 10021978 hereof and is tieing none ad to,
Recorded: 02/0712019 02:01:48 PM an salekan ing.
Fee ATnC $26.00 Page 1 of 3
Excise Tax:$0.00 I �,
Duplin County North Carolina dune N.Haryrove,Regig¢ro/needs �"
June H.Hargrove,Register of Deeds
BK 1889 PG 37-39(3) {G
STATE OF NORTH CAROLINA
COUNTY OF DUPLIN SPRAY EASEMENT
THIS SPRAY EASMENT, made and entered this 7th day of February, 2019, by
and between JEREMY A. THOMAS, party of the first part; and ELIJAH COLE BAKER
(single), party of the second part;
WITNESSETH:
WHEREAS, the party of the first part is the owner of a certain tract of land
located in Smith Township, Duplin County, North C o i a, containing 15.9 acres, more
or less, described in a Deed recorded in Book Page �, of the
Duplin County Registry; and,
WHEREAS, the party of the second part is the owner of a certain tract of land
located in Smith Township, Duplin County, North Carolina, containing 36.99 acres, more
or less, described in a Deed recorded in Book 1835, Page 561, of the Duplin County
Registry; and,
WHEREAS, the party of the first part operates swine facilities on the 15.96 acre
tract; and whereas, the swine facilities on the 15.96 acre tract will produce waste
products, which are intended to be disposed of by either being sprayed and/or
deposited upon the 36.99 acre tract of land of the party of the second part, described
above, and the right to spray or deposit said waste products upon said 36.99 acre tract

Book 1889
Page 38
of land is essential to the operation of the swine facilities located upon the 15.96 acre
tract; and
WHEREAS, the party of the second part has agreed to grant to the party of the
first part, or its assignees, the right to spray or disseminate the swine waste produced
by the use of the 15.96 acre tract upon the 36.99 acre tract of land, upon the terms and
conditions herein set out, and that these rights shall be deemed appurtenant to and run
with the 15.96 acre tract of land upon which the swine facilities are located;
NOW, THEREFORE, the party of the second part, for and in consideration of the
sum of TEN DOLLARS, to them in hand paid, and other good and valuable
consideration, the receipt of which is hereby acknowledged, does hereby give, grant
and convey unto the party of the first part, and/or any party acquiring title to the 15.96
acre tract of land, the perpetual right to scatter and otherwise disseminate swine
Sewage, manure and effluent in an agriculturally sound manner upon the cropland
located on the land of the party of the second part containing 36.99 acres above
described, together with a perpetual right and easement of ingress, egress, and regress
over and upon said tract of land for the purposes of scattering and otherwise
disseminating such swine sewage, manure and effluent.
TO HAVE AN TO HOLD, said rights herein granted to the said party of the first
part, and its successors and assigns the title, it being agreed that the 36.99 tract of land
now owned by the party of the second part above described shall be and remain subject
to the rights herein granted and be transferable to any third party having or obtaining an
interest in or ownership of the 15.96 acre tract of land above described, either by
voluntary or involuntary conveyance under a foreclosure, bankruptcy proceeding, or
other court action by parties of the first part.
IN TESTIMONTY WHEREOF, the said Elijah Cole Baker has hereunto set his
hand and affixed his seal, the day and year first above written.
(SEAL)
ELI AH COLE BAKER

Book 1889
Page 39
State of North Carolina
County of Duplin
I, the undersigned Notary Public of the County and State aforesaid, certify that
ELIJAH COLE BAKER personally appeared before me this day and acknowledged the
due execution of the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial stamp or seal this 7th day of February, 2019.
(Seal)
Notary Public
(Printed name)
4cory)rn
Ax rpGN ;Notorya RpC untyi— _ +.+ county E Afire
My Commission Expires: D 2 ZZ ;y ' s`
09
'//���//;z CARO,

Nutrient Management Plan For Animal Waste Utilization
04-24-2018
This plan has been prepared for: This plan has been developed by:
Elijah Cole Baker (31-548) Ronnie G. Kennedy Jr.
Elijah Cole Baker Agriment Services, Inc.
5093 Potters Hill Rd. P4 Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
[phone] - 648
Developer 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 n.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation C. mmission.
Plan Approved By:
echnical Specialist Signature Date
469439 Database Version 4.1 Date Printed: 04-24-2018 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
F
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
ast 1998
ated 2398
Injected 2398
rYear
d 1998
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(Ibs)* Applied 0bs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
1 1,998 2038 -40 1,130,541 -21849
2 1,998 2704 -706 1,499,974 -391,282
Note: In source ID,S means standard source,U means user defined source.
Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
469439 Database Version 4.1 Date Printed: 04-24-2018 Source Page I of 1

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils 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-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
469439 Database Version 4.1 Date Printed 4/24/2018
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

Narrative
4/24/2018
Rye may replace wheat with same rates and windows.
469439 Database Version 4.1 Date Printed: 04-24-2018 Narrative Page 1 of 1

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils 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-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
469439 Database Version 4.1 Date Printed 4/24/2018
PCS Page 2 of 2
NOTE: Symbol*means user entered data.

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
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5788 1 2.40 1.29 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5788 2 5.00 2.47 N/A Leon Corn,Grain 70 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Full Season 26 bu.
5788 3 5.16 2.12 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5788 4 1.34 0.55 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5788 5 4.38 3.52 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5788 6 4.02 2.43 N/A Autryville Corn,Grain 85 bu.
Wheat,Grain 45 bu.
Soybeans,Manured,Full Season 30 bu.
5788 7 1.40 0.72 N/A Leon Corn,Grain 70 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Full Season 26 bu.
5788 8 1.87 0.96 N/A Leon Corn,Grain 70 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Full Season 26 bu.
5788 9 6.37 3.27 N/A Leon Corn,Grain 70 bu.
Wheat,Grain 35 bu.
Soybeans,Manured,Full Season 26 bu.
PLAN TOTALS: 31.94 17.33
469439 Database Version 4.1 Date Printed 4/24/2018
PCS Page 1 of 2
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils 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-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
469439 Database Version 4.1 Date Printed 4/24/2018
PCS Page 2 of 2
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
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Manur
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic.
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5788 1 S7 Autryville 2.40 1.29 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 60.12 0.00
5788 1 S7 Autryville 2.40 1.29 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 37.21 0.00
5788 2 S7 Leon 5.00 2.47 Corn,Grain 70 bu. 2/15-6/30 78 0 20 Irrig. 58 32.18 0.00 79.48 0.00
5788 2 S7 Leon 5.00 2.47 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 19.42 0.00 47.96 0.00
5788 3 S7 Autryville 5.16 2.12 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 98.801 0.00.
5788 3 S7 kutryville 5.16 2.12 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 61.16 0.00
5788 4 S7 Autryville 1.34 0.55 Corn,Grain 85 bu. 2/15-6/30 104 0 20 brig. 84 46.60 0.00 25.63 0.00
5788 4 S7 Autryville 1.34 0.55 Wheat,Grain 45 bu. 9/1-4/30 104 0 0 Irrig. 52 28.85 0.00 15.87 0.00
5788 5 S7 Autryville 4.38 3.52 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 164.04 0.00
5788 5 S7 lAutryville 4.38 3.52 Wheat,Grain 45 bu. 9/14/30 104 0 0 1 brig. 52 28.85 0.00 101.55 0.00
5788 6 S7 Autryville 4.02 2.43 Corn,Grain 85 bu. 2/15-6/30 104 0 20 Irrig. 84 46.60 0.00 113.24 0.00
5788 6 S7 Autryville 4.02 2.43 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 70.10 0.00
5788 7 S7 Leon 1.40 0.72 Corn,Grain 70 bu. 2/15-6/30 78 0 20 Irrig. 58 32.18 0.00 23.171 0.00
5788 7 S7 Leon 1.40 0.72 Wheat,Grain 35 bu. 9/14/30 70 0 0 brig. 35 19.42 0.00 13.98 0.00
5788 8 S7 Leon 1.87 0.96 Corn,Grain 70 bu. 2/15-6/30 78 0 20 brig. 58 32.18 0.00 30.89 0.00
5788 8 S7 Leon 1.87 0.96 Wheat,Grain 35 bu. 9/1-4/30 70 0FO brig. 35 19.42 0.00 18.64 0.00
4691C Database Version 4.1 Date Printed:4/24/2 - WUT Page f 4

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid Man
PA Fert. (Ibs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutfientA pplied Applied Applied (Field)
Req'd Applied PPlied (acre) (acre) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5788 9 S7 Leon 6.37 3.27 Corn,Grain 70 bu. 2/15-6/30 78 0 20 Irrig. 581 32.18 0.00 105.22 0.00
5788 9 S7 Leon 6.37 3.27 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 19.42 0.00 63.49 0.00
Total Applied,1000 gallons 1,130.54
Total Produced,1000 gallons 1,108.69.
Balance,1000 gallons -21.85
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
469 ' Database Version 4.1 Date Printed:4/24/2 WUT Page f 4

Waste Utilization Table Year 2
Nitrogen Conm Res. Manure Liquid Solid Liquid Solid Manta
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Req'd Applied pplied (acne) (acne) (Field)
[T
(Ibs/A) (IbslA) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
5788 1 S7 Autryville 2.40 1.29 Wheat,Grain 45 bu. 9/14/30 104 0 0 brig. 52 28.85 0.00 37.21 0.00
5788 1 S7 Autryville 2.40 1.29 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 85.16 0.00
5788 2 S7 Leon 5.00 2.47 Wheat,Grain 35 bu. 9/14/30 70 0 0 Irrig. 35 19.421 0.00 47.96 0.00
5788 2 S7 Leon 5.00 2.47 Soybeans,Manured,Full Season 26 bu. 4/1-9/15 101 0 0 Irrig. 101 56.03 0.00 138.40 0.00
5788 3 S7 Autryville 5.16 2.12 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 61.16 0.00
5788 3 S7 kutryville 5.16 2.12 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 139.96 0.00
5788 4 S7 Autryville 1.34 0.55 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 15.87 0.00
5788 4 S7 Autryville 1.34 0.55 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 1 Irrig. 119 66.02 0.00 36.31 0.00
5788 5 S7 Autryville 4.38 3.52 Wheat,Grain 45 bu. 9/1 4/30 104 0 0 Irrig. 52 28.85 0.00 101.55 0.00
5788 5 S7 Autryville 4.38 3.52 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 232.39 0.00
5788 6 S7 Autryville 4.02 2.43 Wheat,Grain 45 bu. 9/14/30 104 0 0 Irrig. 52 28.85 0.00 70.10 0.00
5788 6 S7 Autryville 4.02 2.43 Soybeans,Manured,Full Season 30 bu. 4/1-9/15 119 0 0 Irrig. 119 66.02 0.00 160.43 0.00
5788 7 S7 Leon 1.40 0.72 Wheat,Grain 35 bu. 9/14/30 70 0 0 Irrig. 351 19.42 0.00 13.98 0.00
5788 7 S7 Leon 1.40 0.72 Soybeans,Manured,Full Season 26 bu. 4/1-9/I S 101 0 0 Irrig. 101 56.03 0.00 40.34 0.00
5788 8 S7 Leon 1.87 0.96 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 19.42 0.00 18.64 0.00
5788 8 S7 Leon 1.87 0.96 Soybeans,Manured,Full Season 26 bu. 4/1-9/15 101 0 0 Irrig. 101 56.03 0.00 53.79 0.00
5788 9 S7 Leon 6.37 3.27 Wheat,Grain 35 bu. 9/1-4/30 70 0 0 Irrig. 35 19.42 0.00 63.49 0.00
5788 9 S7 Leon 6.37 3.27 Soybeans,Manured,Full Season 26 bu. 4/1-9/15 101 0 0 Irrig. 101 56.03 0.00 183.23 0.00
469 Database Version 4.1 Date Printed:4/24/2 WUT Page 3 of 4

Waste Utilization Table Year 2
Nitrogen Canm Res. Manure Liquid Solid Liquid Solid Manor
PA Fert. (lbs/A) PA ManureA Manure Manure Applied
Nutrient Nutrient NutrientA pplied Applied Applied (Field)
Rcq'd Applied pplied (acre) (acre) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
Total Applied, 1000 gallons 1,499.97
Total Produced,1000 gallons 1,108.69
Balance,1000 gallons -391.28
Total Applied,tons
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
469Ar Database Version 4.1 Date Printed:4/24/2 '" WUT Page A of 4

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
Application Rate Application Amount
[:Tract Field Soil Series (inches/hour) (inches)
5788 1 Autryville 0.60 1.0
5788 2 Leon 0.65 1.0
5788 3 Autryville 0.60 1.0
5788 4 Autryville 0.60 1.0
5788 5 Autryville 0.60 1.0
5788 6 Autryville 0.60 1.0
5788 7 Leon 0.65 1.0
5788 8 Leon 0.65 1.0
5788 9 Leon 0.65 1.0
469439 Database Version 4.1 Date Printed 4/24/2018 IAF Page 1 of I
NOTE: Symbol*means user entered data.

rN The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 14.69 13.43 26.87 40.30
Hay 6 ton R.Y.E. 300 29.38 6.72 13.43 20.15
Soybean 40 bu 160 15.67 12.60 25.19 37.79
469439 Database Version 4.1 Date Printed: 04-24-2018 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero..
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is 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 aste Storajae Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 46
1 3 61
l 4 77
1 5 92
1 6 108
1 7 77
1 8 46
1 9 44
1 10 55
1 11 67
1 12 64
2 1 61
2 2 75
2 3 86
2 4 137
2 5 159
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 12 88
*Available Storage Capacity is calculated as of the end of each month.
469439 Database Version 4.1 Date Printed: 04-24-2018 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
469439 Database Version 4.1 Date Printed:4/24/2018 Specification Page 1

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 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.
469439 Database Version 4.1 Date Printed:4/24/2018 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 all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
469439 Database Version 4.1 Date Printed:4/24/2018 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.
469439 Database Version 4.1 Date Printed:4/24/2018 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2, 7, 8,9
Corn l: CP, Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1,3,4, 5, 6
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
469439 Database Version 4.1 Date Printed: 04-24-2018 Crop Note Page 1 of 3

The following crop note applies to field(s): 2, 7, 8,9
Wheat: Coastal Plain, Mineral Soil, low-leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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.The total N is dependent on the soil type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1,3,4, 5,6
Wheat: Coastal Plain, Mineral Soil,medium leachable
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time.The remaining
N should be applied during the months of February-March.The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 2, 7, 8,9
Soybeans-Full Season,Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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. Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows.Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2"and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However,applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans.Timely management of weeds and insects is essential for
profitable soybean production.
469439 Database Version 4.1 Date Printed: 04-24-2018 Crop Note Page 2 of 3

The following crop note applies to field(s): 1,3,4, 5,6
Soybeans-Full Season,Coastal Plain: Mineral soil,medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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. Plant 2-4 seed/row foot for 7-8"
drills;4-6 seed/row foot for 15" rows;6-8 seed/row foot for 30 rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10%for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However,applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor.Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
469439 Database Version 4.1 Date Printed: 04-24-2018 Crop Note Page 3 of 3

Corrc c-` -er)
EXI III3IT D-1
IRRIGATION SYSTEM DESIGN PARAMETER&
Landowner/Operator Name: Fla^1A1.D /;RriF_R
County: i
Address: 713 (�a.,,, S�cE�r
�!c z�s 7Z
Telephone: (9.0) Z 9�_ Hate:
TABLE I - Field Specifications
Approxibuuts
Masbilunt Maximwu
Useable Size Maximum Application
Field of rleld2 Slope Application per Irrigation
Number (acres) Soil Type tl) Crop(s) Raid Cycie3
A A D- Z (In/hr) (Inches) Conunents
�� i.,L EKrl.QA �G%
A 7 H 8 0- 3 KuwAmB
----------
'See allached snap.
21•0t111 field acrcage minus required buffer areas.
31tefer to N.C.Irrigation Guide,Field Office Technical Guide,Sectiotl If G. Annual appliculion musl not excee
d the agronomic rates for the soil and crop used.
NR INC
JUN ., )96 •-

exi lmt
'I'AIIIA' 2 - 'I'rllvclilll; 11.1•iblitiall Cllll Sc�ttint;�!
: - f
61:11cf:, 14iollcland 'Tyllc of rqltilltllctlt: �
A c,- eAr.j L 30 /�-Atif:,er. 3„/D. X /oop
/✓t t SoN �ie 1 SD w/,9) ,ti.�•G ✓oyf,ljc,E,cE `/039 D�••�
L��eKFc E y
Field No l Travel AltPlicaliott '!'RANGE LANE IiQUII'MCN'1'SL171'1NOS 3J4 3M H P
and Welled Nozzle OperalinB Operating
Spccd (tale Effective Cfl'ectivc � B
I! Jrar►t Nod ) (iu/I�r) WiJ11t Q Diameter Diameter 1'ressttro Pressure
(Nntin O I.cngtlt(ft) Are
/A _ / (fi et) (inches) (r Gaut(tsi) Reel(tsi) Patient3
/� - Z. 3.St? . Slo p � Z 910_ 9 7 70 � Cutnntcnls
9Z-138 JPo , Z
- 3 9 7 70 9 z� • / „
97
Zl3 ' tl SST M,N ,t8 3.�v � �t -- � /�'D' � 2. �.
ZA - 5 � 9Z ,3y --
Z�o f 7 70 9 • /L�.
2/Co 7/0 793 .4 7 Ac
?A - (a Z,77 .yz — 9Y
-1 3ao� 3, Si A
3 7 3.5 �
3S 85 Z 90 ,5 7 79
23 — 7 v Z S'D"
Sfp /o0 3/' Z 90 97 Z.#3 Ac-
3 - 1? Z.oS �3y Zoo — 70 9>? /80� ,72 ,4C
_ 2/o Z 7
3 - 9 ZaZ /'9t �0 98 300` •9G AL
f'io �yp 9 7
70Z.a3.oc TorAL 3.Z7 .4�
15.�5 A�
I
1 Scc alluchcd mup•
Show separule etilries for each hydrunl loculiou ill euclt ftcltl. .
3Use the following ubbreviutious for various arc putlems: F(fltlI circle).'1'Q(Ittrec quarters),'rT two thirds
May also use degrees of arc. ( ),1 r(Itulf circle),'I'(one tltlyd),Q(ale quarter).
J J --ANC
Mel 996

EXI UBrr D.3
TABLE 3 - Solid Set Irrigation Guti Settings PIA
Make, Model and Type of Equipment:
Field Nol OPERATING PARAMETERS
Welled hydrant Spacing(fl) Appticallon Nozzle Operating Operating
and Number of Diameter Along Between Rafe Diameter Pi-essure Line Not H drants feet Pipeline Pipelines Time
(Inches a Glen()si a Hydrant hr Comments
ISee attached map.
2Sl►ow separate entries for each pipeline with hydrants in each field.
Nr NC
J 996 • -

EXHIBIT DA
TABLE 4 - Irrigation System Specifications t
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) I S s .
perating Pressure at Pump(psi) /
Design Precipitation Rate(in/fir)
.Za'— .SG
[lose Length(feet) xxxxxxxx
/do 0
Type of Speed Compensation c. xxxxxxXX
Pump Type(PTO,Engine, Elec(rlc)
t ivG.NC
Pump Power Requirement([if))
1
TABLE 5 - Thnist Block Specificsltionst
Designer mny provide thrust block detalis on separate sheet.
THRUST BLOCK
LOCATION AREA (s . ft.)
900 Bend q Z 7
Dead End 3,63
Tce
Z./Z
y�'4r'e'jo Z.30
See USDA-MRCS Field Office'i'eclulical Guide,Sectioll IV,Practice Code 430-1313.
N NC
rC
996

1
EXI HBIT D-S
IRRIGATION SYSTI'rM DESIGNER
�VIt
O
Name:
Company: Mt-xpe
Awe IL> �R...f u, I�`
Address: �D aor S I....,•..::i�,
Phone: l9io) Z P9 4 •�
-G y�9 fr r y�/r= � 0029 i U .
FSIG14
54�INK
REQUIRED DOCUMENTATION
11ie following details of design and materials must accounpany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,tlulust block locations and butler areas where
2. Assumptions and computations for determining total dynamic head and horsepower requirements. applicable.
3. Computations used to detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for delennining application rates.
S. Computations used to detennine the size of thrust blocks and illustrations ot'all thrust block configurations required ill the system.
6. Manufacturer's specifications for the irrigation pump,traveler and sprinklcr(s).
7. Manufacturer's specifications for tlue irrigution pipe nhcVor USDA-NI(CS standard for Irrigutlon Water CuI vey��nc c,
N.C.field Office:'rechniciul Guide,Section IV,Practice Code 430-DD.
A. The infornnation regitired by this foru arc tic minimum requirentchts. 11 is the responsibility of the designer to consider all relevant factors at a particular
appropriate. p r site and address them as
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A butler strip Z S feel wide or wider must be maintitincd between llue limits of the irrigation system and all percnniul
streams and surface waters per NC Statutes.
NP" NC An 996

44t.,, NARRATIVE OF IRRIGATION DES GN AND OPERATION
FOR
RZ9NALD TURNER-RONALD TURNER FARM
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 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 GUNO PEIR1101ORMANCE TABLES
100 ' ERIES -----------
BIG -GUNS 40 TRAJECTORY" h: . j;;��{=,_•.'';: • =� '• .
T TAPER BORE NOZZLES - U.S. UNITS •.:.,:
hc::•e Nozzle Nozae Nazae Nozzle NOL•`.e 1
•S. "S5' 6" 65' 7- .Nozzle No::re Nc:::e No.-IS
PSI GPM CIA I 75' 8' 85• 9" 10'GPM OIA GPM DIA• I GPM DIA. GPM DIA I GPM OIA I GPM OIA, GPM CIA I GP•A DIA I GPM DI
A
A
40 47 191• 57 _102• 66 213' 78 222, 91 230' 103 240' 118 250' 134 256' IS2 262'
50 50 2CS' 6a _215, 74 225' 87 235' 100 245' its 256' 130 265' 150 273' 165 280' 20a 3C0 .60 55 215' 69"- 227• 8t 240' 96 250' 110 260' 126 270' 143 280' 164 288' 182 295' 224 316•70 60 225' 75 238' 88 250' 103 263' 120 275' 136 263' t5S 295' 177 302, 197 310' 243
338-
so
64 235' 79 248' 94• 260' 110 273' 128 285' tab 295' 165 305 189 3:4• 1210 325' 258 354•9C 68 245, 83 258' 100 270' 117 283' 135 295' 155 3C6' 175 315• 201 362'
325' 223 335' 274 -t s1,h r
• 100 72 255' 87 268' 106 280' 123 293' 143 305' 163 316' 195 325'. 212 336' 215 34.5' 289 372'
110 76 255' 92 278' 111 290• 129 303' 150 315' 171 324• t 3380-
!Availablebr
: onty with F100&SR100. ._ ••. JJ•� a - :', _ ,. y.f• • _ ,. It_ 95 `� 222 3.. 247 355' 04 fi�at'•• .
•.. ``rt_i{C'•i! ��. ,'\r ••' .:fv,- {.i,�.,,.j♦ •y f�••��,�,�'�.t" •:.,. �.Q� s•-r,(�'�7�'.•• •,..:..w• ._ ♦ s.�!.��A�.�•-. ,..
• art=� •C;.��. =1; ': �•-.: a�y..•�'_�a:•:.i'�•',r. • :.... _.�i� �•1 a.:` '! r •,,ytLtd.."•.. a►'y'i,.�``!a a�:�.j'. ;';...s':_.,��%.r �f
,.Y�!.L, ..��✓ll�• �a A �r r',�!�,r•l.•�y1 •E.,''•n. a•�1��� Il�•'�•.G_ +T+i r'��. �:• •.{.:• •, '1�l
100 R RING NOZZLES 'U.S. UNITS ~ •+'�' '1 r' c�Y�-.�• :'• ,.ss,,,,1r- '�'-'V�'.c'-;�•,�tz'c�
'"`+ .*. v;.�1 r;J:i.�'»,lf��`'fte=\s•• •i� j �' � • �a.]C:f'` "S'' 3•
Rang_ Ring Ring . .Z6,.'�„sr.►-, S;a�E 3`r:,•1t•.,r'r
812 Ring Ring A-r•g Ain w�
•.: PS 1 I —2 I 768 I .857" 895' g
GPM71A. GPM DIA. GPM pIA. GPM DIA. GPM 01A, t Sc.• I 965' ..ai�j-•.
50 74 22t]' a8 225' 100 230'• .. 115 GP A DIA. GPM DIA, I•;Y� r;
240' 129 250' 167 260'
60T 81 235' 96 240' 110 245' 125 260' 141 ' t50 L,
70 88 270' 164 275' 183 280' �'.'•+•:r
:. 245' 104 ,250' lie 8 ?60' 135 275' 152 290':, .__ 177 2g5• t 98
80 S4 255' 111 265' 127 .�:�•
90 99 255• 275' 1 a5 285' 163 300, 159 305, 2.t 3 '_•-fY.
117 . „275' 134 285 154 295' 173 310' 201 J15' 224 325'
1C0 105 270' 124 260' 142 295' 162 305' 182 320' - '
110 110 Z75' 130 290' • 149 305' 170 315' 191 212 32S. 236 - 335' C• ;
L�?(�•:T11e`diartletet of ttuoar is apprcuimate 3%less for the 21•tr . c 325' 22? ,da 345' a+
,f„ r., • _ _ ty ., a0mory angle;6%less for 18
fT4 '•=JSi +". .. `'i'• ::v_ ,,�... : '"pit,+ >f.,1`�.=s•.�., . 11 t�-,:+5• tr 1� -....
r � .r '•' ?.. .+rs;.`w,•:}•C.:•'�' %�,rf -.• •: .. ��:7rA-�•• s .Lj• � YS mot.•:.}:r,:�-:i,+• ,�:��.
J'tgt, w�`-";�•t!T.. ,a.� •}'-• '�:��'i' 1.,Y•.y,' i .'�1� ti. �'•. j`\•� •� yyy� Y��.,,•� ,�•�
S _ .. �C%%.. ';1-t ti•�=Tz•. ••' -,l}+:••Y•' •� r.iK;:.L'•.<. � - �t -r::
: ,150:SERIES BIG GUNS = 24° -TRAJECTORY.'.*.-.. :�'' ; - �' -j ' `'�- =•._: : '�;,'.. L-•;_.s: ,
'i+ ••�, a. 1i1'•'r r %Yl r•`l s•::ro•,j'••. j.�.� a`�.,•�`r
:i. �. '►4 ` r tt•:._•_•. wit.•` rs: a.r. r,.�.. it a:t. a °�•�`r4+,.aC':•a'vF3
�150�T TAPE ORE NOZZLES.- U.S. UNITS _�•+•�•- ;_ ;
tic:__a Nozzle vaae _
GP r•t. I S. g, Nozzle Nozzle V.::�e ,i Nozzle ,
PS.I GPM DIA. GP%t DIA. GP.m t.0" OIA. � t.I" I :Z• I 1.3'
S.1 too 250• GPM OIA. G=•A �1A. GP%I DIA.
130 270' 165 290' 205 310'
6G 1:: 255' tea 285' 182 305, 255 E
' +.
300 �• � 350 �.
70 120 280' 300' 197 320' 225 325' 275 ' W:%' 36 ' 1 38S 380'
80 t29 2S4' t65 3t0' 260 295 ' 3`5 330' 415 395' _
90 135 300' 175 -320' 223 345' 275 . 315 375' 3a0 :95' ss 410'
100 tom; 3:^.' tas ,5 335 '.:., 405 410•
' 2- 355' 290 375' 54 475 425 '?;
rA tt0 I t50 320' I 195 `•...tea - 247 65• 305 3., 400� a25 420, SCO a40'
12. ( 157 � ,' t 204 350, 253 375' I 370 410 _ 4LS 430' ( 525 4$Q'
320 395: 385 420• aE5 :.:0• , 5,5 460• :.:
;..y wee�'.• ~
,050 R RING NOZZLES - U.S. UNITSas, Ring Ring. Ring Ring ^"S Ring
PS.:. G:M CIA. I DIA. GPY.1"9 1.:8- I.26" .34
I oIA. Gaya DIA. I GPI.t ! l.at
50 100 245' 130 265' 165 285• 205 300• p A; Gr.1 CIA. I GPM DIA.
6o t 10 2.•5 320 350 :
250• 1 143 2 182 300 �'
j` 70 120 M. O' 225 315' 275 335' 3.0 3.'0' 385 65' -
80 129 230' - t97 245 330' — 295 350' 353 385' 415 380•
65 _ 210 320' 250 3a0' 315 360'
90 135 290' 175 310':. 380 380• 4s5 395'
1GO 143 300' 185 320' 223 275 350' 335 370' 405 390• 475
I10 150 310' 235 340, 290 360' �'
I 195 � 305 370' 6S 380' a •
247 350• 2- 10•
t20 t57 370 3g0• 5C0 4t5' ;•-
3 S' I 204 335' 258 465 a10- 525 y.:.:
hnut;� o-'•"r a app.v>umatey 3%less for the 21•vaj ory l 0 320 380r-:, .85 t00,. a65 :20• $45 4u
;r •••>• eCY g 43S'
.ii
�y � •�1 � .. •••' .._,ry •.,.I.:. ��.•�..%• •�:..,�` : ... ..tom••, ,!\• •;. ••�'•�
•r�Y`�Vt. �•-%`�.7 _ •I• r: •.. 1 '{�-••f�. •,•, .. .'}.`tt�1•�•: .jr;�-.-••I ,
200_SERIES BIG GUNS — 270 TRAJECTORY
2007 TAPER BORE N - • ~r
OZZLES U.S. UNITS �' ••• -;='' '_
Nct='e _
1,C5' rvoule Nozzle Nozzle Nozzle NoZ:Ie Nozzle v
PS 1. I GP•A CIA. I GP�a I t'2" 13- t a- Nozzle Nozzle
60 250 345' , O A. GPM DIA. I GPM DIA. GPN DIA. I GP�at +OIA. p 1.6' 1.75' 191 '.
7 7 I 65' 330 375' 385 I GPM 0lA. I GPM DIA. I GPM DIA. •.:�:��-
0 2 0 353' 310 380• 35- 395' a1 390 445 410 515 430' S85 4a5' 69S 470.80 290 375• �O 39S• 5 410' 480 a30• S a 825 495 rS.,•
90 310 3!: c 380 410• at5 43O• 55 a O 630 465' 1 753 495' 390 515' =": '•3_0 410• s1s aso
675 485' 805 S 15, c•,a S35• ;i'.1'%p e-
too 325 a00' 37p 42O• 5 425' a75 4a5• Say a65' 625 4a5 715 505' I
t IC 340 4.0 1 350 430• 445 � 500 46C' 575 400• 660 SOO• 855 535: '40S 555'
120 3S5 a2tY - 4O5 50' 525 473• 945 oS 1110 590• .
t3o 370 425' a 440' 46S 460' $45 48G• 630 505' 695 Sty 790 535' 900 SSOI 1060 575' .•r Fes`•
25 445• 485 4b5, 630 505 725 530'
•a,•". _• 565 483' 655 5 t 5' c 825 S50' 985 580 1160 605'
';;:-.;.;:•+ {`�;, 7.5 5-0' 060 560• IC25 590, 1210 620. :
200R RING NOZZLES - U.S. UNITS
t Pang I t >S-Ring r.►'` 'a.: :
(1.2V acuaj) I 11 46'actual) (tt.o� A,ng 1 4S-Ring 1 L•
,S l GP•A OIA. GPM DIA. GPtit acual) (t.66' ac:ual) (t.7a- Ring 1 '!•P'^S 2'Ring
J 230 32S• 300 J55' pIA GPM DIA G?M acplA (t33'acuaA (193'amaq
0 250 3=0 1 u0 J70' GP11 DIA GPM DIA.
.� 270 355. ( us 385 390 aa5 a 470 405'E675
20' 640 435•
80 294 370' t 380 400• 445 415 405' a&o 425' 555 4515 40. a0 695 455' �•',�..
90 310 380• 405 415' 20' S I S as 55' 755 4'15'
tC0 3i5 3S0' 425 s 475 VS• 545 455• 590 455 :3 805 a90 110 340 25' 625 a7Soo ss 0'120 3c: 4`�, 4'5 435' 525 455' 575 a65 660 4aO8S' 85S SOS•- att' 465 aa5 605 475' ' 900 520'130 3:0 at5' Say 465' 695 490• 10' 945
485a ' 630 ag5 725 500' �565 470• 655 490• 70• 985 545''T 1s diameter pf t11rr?w is apprts,rimately 24b less for the 24•Iralectary an Ie, 0 55 SOS•9 5 6 less Jor the 2t• 5' 1025 550•
Tag 131C GI:N• per.'ormance data has been ootamea unCer cral rest cob lOs n;t the
,, tralee:ory angle. ` "

--Specifications--
30A PERFORMANCE GUIDE
(D2) 30A X 1000'WATER-REEL PERFORMANCE Inches Depth of Application 320'
Nelson Sprinkler System **Irrigated Travel Speed-Feet Per Hour Begne
SR150 Performance Inlet AREA Precip
3 NO2: PSI GPM CIA PSI Width X Length 40 50 75 1QD 125 150 250 1400 e'U
.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
J Ring 60 110 265 85 186 X 1093 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.26
i or.T 70 120 280 98 195 X 1098 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.26
Taper 80 128 290 110 203 X 1102 1.3 1.1 0.7 0.5 0.4 1 0.4 0.2 1 0.1 0.25
.97" 50 130 270 80 189 X 1095 1.4 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.30
Ring 60 Is
285 94 200 X 1100 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.29
or X 70 300 108 210 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 1.6 1.3 0.9 0.6 0.5 0.4 0.3 0:2 0.29
1-Or 60 182 300 108 210 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 1.0 0.8 0.6 0.5 0.3 0.2 0.34
or.r 80 210 320 139 224 X 1112 2.0 1.6 1.1 0.8 0.6 0.5 0.3 0.2 0.34
Taper 90 223 330 155 231 X 1116 2.0 1.6 1.1 0.8 0.7 0.5 0.3 1 0.2 0.34
m r 50 205 300 107 210 X 1105 2.1 1.6 1.1 0.8 0.7 0.5 0.3 0.2 0.38
Ring 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 1.0" 70 245 330 146 231 X 1116 2.2 1.8 1.2 0.9 0.7 0.5 0.4 0.2 0.38
Taper 80 260 340 153 238 X 1119 2.3 1.8 1.2 0.9 1 0.7 0.6 0.4 0.2 0.38
1.26" 50 255 320 131 224 X 1112 2.4 1.9 1 1.3 1 1.0 0.8 0.6 0.4 0.2 1 0.42
Ring 60 275 335 151 23i X 1117 2.5 2.0 1.3 1.0 0.8 0.7 0.4 0.2 0.41
or 1.1'
Taper Hours For 1000 Feet of Travel: 25.0 20.01 13.3 10.0 8.0 6.7 1 4.0 1 2.5
System Inlet pressure shown above Is for Turbine Drives. Engine Drives will be approx 10 PSI lower.
Area covered may vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run is 5 acres.
The precipitation rate Is In Inches per hour and is based on a sprinkler arc of 320 degrees
The'System Inlet Pressure'is the pressure required at the traveler inlet.It Includes
allowances for the traveler plumbing and drive,PE tube and sprinkler pressure.
It does not Include any pressure allowances for field elevation or mainline
pressure loss. a I
Turbine
IMPORTANT! Turbine drives will have higher pressure losses at higher RPM
and are not recommended for travel speeds above 250 feet per hour.
For speeds above 250 Ft.per hour use an Engine Drive. lGearbox
Follow the belt pulley selections below.Lowest speed pulleys: Up to 75 feet per hour.
Medlum speed pulleys: From 75 to 125 feet per hour.
Highest speed pulleys: From 125 to 250 feet per hourNOTE: Specifications are subject to change without notice.
(al)597-013e-0
42

BERKELEY PUMPS 4117
DATE 3-1-88
PAGE 2.02
TYPE "B" RATING CURVES
�LBERKEL SUPERSEDES
ENGINE DRIVE Curn 4117 Page 2.02
Dated 4-1-85
Case: C.I. pon-me. 11-:863 mocri.mn. H-1e63 VARIOUS X P.IL C"Jov
1MV0000: usloffal C.I. Pommo. L-,tCOi usek me. L-3038 01a. 13.-1/2" LULL
!-At I MUM WORK f Ma PRESSUnC 247 Psi (3
7 . 30
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L ........ J
c co 21'-'10 300 400 5CO 6CO 7CO 600 900 1000 1 co i 2co
CAPACITY IN U.S.GALLONS PER MINUTE
Dole B-JQBM
C-N..2. Sa voo in T-2554 r__7c49 08104 W-27-Ti 3-29-72 - MODEL
Cate: 14agetial C.I. Pomme. H-9,19 mocilmo. H-1939 VARIOUS AJP.1L - lc��
1:
or"veoler: material C Poll.H-L M-2 3*9 moch-mv. M-4821 Die. t0-7/16" FULL . ,L�.lor Orton_41w DO
sea wm f0.1.oom
mA-c 1pqup4 'dopKimc PRessuar 266 PSI
30
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CAPACITY IN U.S.GALLON!pen MINUTF.

M
• JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
NET CONTINUOUS HORSEPOWER LOWEST
MODEL ENGINE SPEED, RPM FUEL
1600 1700 1800 1900 2000 2100 2200 2400 CONSUMPTION
40390 52 54 57 61 62 65 67 67 .357 @ 1800
4045D 58 61 64 66 67 71 71 74 .347 9 1800
4039T 69 73 76 79 82 84 85 88 I .340 Q 1800
6059D 76 80 84 87 90 93 96 100 .350 0 1800
4045T 81 84 88 90 92 93 94 96 .342 @ 1800
6068 D 86 91 95 99 102 106 108 111 .345 @ 1800
6059T 101 107 112 117 121 126 128 135 I .336 1800
I6068T 122 128 132 137 141 142 144 145 .344 @ 1800
6081 T 158 164 170 170 170 170 170 .350 @ 1800
6081 A-215 198 206 215 215 215 215 215 .332 @ 1600
6081 A-235 218 226 235 235 235 235 235 .335 G 1800
6101 A 258 262 263 263 263 263 --- --- .334 @ 1600
6101 H 288 295 302 305 305 305 .329 @ 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines ("D" suffix):
Temperature - 1.5% per 10°F above 77° F;
Altitude -'3% per 1000 FT;
Turbocharged engines ("T", "A", & "H" suffix):
Temperature - 1/2% per 100 F above 770 F;
Altitude - 1/2% per 1000 FT

TYP•Lw� R•sL�
ALA VAIw- S�.b
M t P AclapfcT
S Je- 80
1,41 d.
3D M�n�ANM `,turf
F =
s I:p If slap v s I: ��T'� GAs�.�.d 'r,►-I�;� �
�t.l vc,r� t.Jcict f4.kcA klc- Kc

Diamond ASTM D•2241 Diamond
IPS Pressure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
I
I
I
I
I
I
A I
I 1. Gasket configuration locks gasket in place and
I
C prevents fishmouthing.
I
I 2. Chevron seal for added pressure sealing ca-
pacity.
I 3. Compression seal - provides a seal under
I vacuum.
I 4. Wiper beads to cle:.n spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
A Bieber Gasketed Joint Dimensions
S s
Size Gasket Race Socket Depth UAA.AK I. , I ,
2 3.166 4.500 T V �- o[MAX o o r
21/z 3.719 6.000 T
3 4.434 6.000
4 5.603 5.000 �r A,=��,c�=•=�
6 8.252 6.250
8 10.420 6.500 pipe A B D
10 12.762 7.500 Sizc Inscn Socket Diameter
12 14.952 7.500
3 4 1r- 3 lib
4 j 1/4, 7/16
" s 1 r_ 5 1/'_ 1 r_
6" S 6 7 13/16
D-2241 Pipe Dimensions 8- S 1/2 6 7/S 10 1/8
10- S 3/4 7 Ir- 12 1/2
Minimum Wall Thickness 12- 6 S 1/4, 14 11/16
o•i Ya5 SOa 13 5 SOA.2i SOA•26 SOA 32 5 SOA•1
S•re C0 See'go 315PS1 200Psi 160PSr 125PSI Soo Psi
14" 1.050 .113 060 ��7.• ^i .. ►`:}� :. -EF 1^ t!n•• jiT =.�
1 1.315 133 063 r_
1.660 .140 079 .064 .056
1•� a 900 14 Short form V �
' 5 090 .073 .058
z 2.375 .154 113 091 073 Specification for Dininond
-/� P-VC Irrigation I'ipc _
2'1," 2.875 203 137 .110 088 3 " 3.500 .216 167 .135 108 +: ASTMI-D224I-SD1:�1,3?.S,2G,or?1 = -'
_
4 4.500 .237 214 .173 .138 110
5 5.563 .258 A .214 171 136 Diamond PVC Irrigation Pipe shall be Made of d
6 6.625 .200 316 255 204 162 SC compounds conforming to ASTM D 178, will, a M
8 8.625 .322 410 .332 265 210 cell classification of 12454B. Diamond PVC
10 . 3.-750 .365 511 .413 331 262 Cl Irrigation Pipe must reset all the dimensional,
12 '.750 .406 606 .490 392 .311 chemical, and physical requircmenis as outlined
in ASTM D2241. -Anncx, ANSI/ASAr_ S376.1, '
and SCS 430-DD, and Kill be supplied in 20 11
1mor,d's IPS Pressure-Rated PVC Pipe coupler f la inn lengtlis.
...sets the requirements of ASTM D•3139 _ "
d` .iii;1 fowl
'Ir,r.�!rq f7r a•.a�ra�.i:t .,� M •,, ,�+, �► � •�. •� '�~� '•... _ ��1

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aressur _ e: _ . � MR-1
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ti•, - �'' �t:, �:� _ :..:;� -�' '� : SOR•26(160•PSl)�'
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INSTALLATION +�
' Table <. u►:cCrrrrr0.1i Of ►:•11,►:01610-T •l,n:RIAL CL,su11:,I1111Cp
r SUIL SOIL I11.Ctirrlfl�r►1
Diamond Agricultural PVC Pipe should be assembled and CI.A., T,,ri \a.r►t1,L CLA::r ICAflU.
installed with uniform and continuous support from a firm Cl...I$—Is* M.nr(Klwee.n/riY.Ir.w.fw mew-J.114 1 117 1a..Sea w,w,l..•;.�
base in accordance with the installation procedures provided .d.w1 w..Yr.ai.l.a-Ag•e8«.1..t.rtwr Ir.Y/n.arJ»saes..., "••'•.•
to.I,tIV/041 slat.tY.e[..•ra.Wl WIL.
in ASTM D2321, and the Installation Guide for PVC Water
Pi,7e (a "pocket-sized" edition is available from your C1"'":°'''" �" -all
utcbecl,"1/b.r•Q'..-Cl.•..a r...ra.l.a.ka.r..l.r., 4K. %IBI .J
CI.Y.t II KIA.IO1At1 M�.a.Yra MMe NM o{�.tl a.ar•J•/•N..:1a1
representative or from Diamond Plastics Corporation.) CI
G rw••.1I I..&d Ir.•ai.W r.•al..r•e w...we.•Ir.k .•I
a.."fracas«.ev._re aw h.t—.e ►tw.e I%&A 9K•.'r.A.•J.r M..'M•.:.:
• Cis..
Embedment materials are to be in accordance with soil SW Won .a1:J.bwe r-11,1"s l•.Mr".I.r..al..r r1.Y.V wf »•
classifications Iisted under Unified Soil Classification G.— ..M-""` ""`" "''_" "'"
System, ASTM D2487 and ASTM D2488. Sr Newly/.a atJ.W1 W 1..•ae/.Wt.Irk .. •° \••C I.Y.
I •.
r�•I..w ra..t.►L.are•.• M.•t N"•\(o.ra...►-J.r�••plea•-•r CI. s
C'"
Tc assemble, clean mating surfaces of the bell, spigot, and '"'�''••• C'' s'''11""'``" » 47t.w ww.e l'"~`'•_...
so a Ir.e Mre Y.Y.�K.e.arrJ w.sew ills w•r i
gasket. Apply gasket lubricant (furnished by Diamond CC caal••. 40%•-»-•'4 ~' ''-•'-'•'•'w'
M Is..a..t•t. I.I.wt If."%A.•VAN••+N.•pea.••••
Plastics Corporation) to the entire spigot end u to the
P » _ . '
f►1 S.I./.WI..Y.i.r4.w...r.. ►I..t.►.•n V/<.Y.ww.�•. ..p, .A.. !. r
reference mark. Also, apply lubricant to the contact surface "' "" "'"`J"'' "
+
of the oasket. Sc clyt�IWa. :4I w.e N.w J•~.»b«....,.,.»,A.. J
f/ a.t-t. 1Jwt L\aw 111'♦;.n•w.1.r S.Ilr1....•
C...•IV S•r•1. 16IL Ir.C&A c a•1...•M r.K•_�.,...1:L—.YIs...0 ;.!.w..:.I. 1.1...1
VVIth the pip= in straight alignments push the spigot into SOrvtukaa
the bell uu to the insertion line. If a pry bar is used to a '""�"""''''""'_` '"'""""' '� n•..
Ilan clay$ L.w•J 1.w•w SK.•4•. 1.r4.•a—r•. •�.•,'•••
apply force, the pipe should be protected by placing a board ►Ili 1".Iw.:I.I...w.,_.:r.•.J.w•w_:....fr.•.,.1..............�. I.._1
sun.•Ir:Y:1 Y.L�;YC vr�....•t r•.».�..:,.1.. �
between the bz and the pine.
CH I"r/anw claps of e.l°m— f,,.I.1• Ly.J I..w• .1..�••: 4r:
alrrf 14..e1�.•1i1 a.., �
l
..' normal fore_ does not complete the Joint, disassemble the cis..V SY•!a M /Isla&*1.1u Y.l rr San—..w•.lap•d{..rl..._.. (.«J I"«+Ma....1..• !
1
jc;nr and ex.• ^e the parts to male ce.;ian they are free of s"`"'""""
no 0.,an..clam wf wcc•.r•.•••I•rww.a lvrJ Ir.►•.. .N•w\.K 4r(.
obstructions. Visually inspect the completed joint to insure ea.Ye raa.t. =,.-a
'he-,asket has net been dislodged. ' R t ►tr..w..rt W e..N"IV?nI.K"I
I
• S.wat sat ae a►rwtG MI AST1.1 V 2►tl.CICC71 Ir\:..•:.w•.'...f.,.°»J•f—f A.tins 11
•• I°►,Awd,6%c.rl,AST11 U I+11.less*&-1161.••%.Ntl...a
••••I° a•:°IJa,cc ..all ASTA1 U IIe1.'aarlt.rw...•1:*."a , V.. N...-.. f.:1.«•1•••J..1.•»
clala.r.caaww that.a nr+t ceuselt mac°I Cis..i1 e-w.-1(:a..Ill
Tale S.
APPROXIMATE GUIOE FOR ESTIMATED RANGE (IF DEGREE
OF CWAPACTION VERSUS EMOEDMENT CLASS A•SD %1ET1IO0 The haunehin- area is most ii—aToria-m to the Support of
OF PLACEMEST AS PERCENT OF STA.�DA90 PROCTOR r PI
DENSITY OR RELATIVE DE%SITt• PVC pipe. For good support, !h, i1:.1U1)cllln; area should be
FOR CRANCLAR AdATERIALS IN PiRENTIIESIS•• compacted to the densities ^!e'en in the Lon-, l erin
CLASS OF EMBEDMENT I 11 I III Iv Deflection Chart.
iwianakuwaj
►IATCMIALUESCRIMON CA&VAM Sa�eWCri-d 1Mra\Q Gnln F1atcCraist
J./alaaaft Sall Cz.Jn Salt S041%
Figure 2
Orslam,rn nrar,awc:rl&CPU rang[ 9 I: 9 Ill b30
Sal Cv+w4wslv1 L!cl-0ir' i Q:Rocllr,or la:.•:)QMn7 R.ngc / ••...
Con-Pat'a.-Qo C:L"noct 9$.100 91 Ip? I 95 600 90.100
•r.ynrl: (13.1011) ,z l I Q
1 y • '
Nn..r.?t;s,;,r.:Dk $0.91 N►\` I gIIV) 1$.90
..L.wt 0613) IIU�::
CYw.JI..:s..%#I--.,:Yrakon iu7.1»1i0.95 so V!
cur
a.al Ir..-ci.•1 ... �jM.
a -##
/k I II
N
All Is.
Y/•.... 4 •..I.w;W t Ml.t...
.. a.. • • •..w•.. �.••L J.1.....�.. ,,. 1 .... •...4.0 ..Kai•a.....
«.... .. -..:L.. .w J.1/....w.l••.r,..1.«. 11.. .. .L... ....L 1•...la.w t a.rl..

FRI
CTION LOSS IN POLYETHYLENE HOSE
p.S.l. FRICTIOR LOSS PER 100 SET POLYETHELIHE IRRIGATION HOSE IYATER50 40
40 62 75 63
175 125 120 110 3 2.7 2.5 2.1 1.60 1.30
I.O. IKS. 4.5 4.1 4.0 3.7
n
- ' ' - - _ _ _ _ - - - - 2.3 6.6
1.4 4.0 IL2
_ _ _ _ 2.1 6.0 16.9
- - - - 1.2 2.9- ' _ _ _ _ I.0 1.63.9' ' _ _ 1.3 2,0 4.9 14.4
8o _ 1.6 2.5 6.1 _
40 " - _ 1.1 1.9 3.0 7.5 -
100 - 3.6 R.4 _
1!0 - - _ " _ _ 1.6 2.7 4.2--9 10.5. _
120 - - " - _ 0.7 1.8 7. 1 4.9
0.8 2. 1 3.6 5.6 - -
!40 - - - _ _ 0.4 2.4 4.1 6.4
160 - - - - 1.0 1. 3. ; 2 0.1
170 - - - -0.9 3 4 5.7 8.9
190 - - " -
1.0 1.4 3.7 6.3 9.9
0.4 1.1 1.6 4.1 7.0 - - -
200 4.5 7.6 - -
® 210 6.4 1.2 1.1 E.
. 3 -
2 4
?0 1.0 1.3 1.9 9 4.0
230 1.1 1.4 2.1 -
2- 1.2 1.5 2.2 5.7 5.8 -
250 0.9 1.3 I.6 2.+ 6.2 -
6.6
260 1.0 1.4 1.1.7 2.6 71
270 1.0 1.5 .
260 1.1 1.6 2.0 3.0 7.1
240 1.2 1.7 2.1 3.2
300 1.2 1.8 2.2 5.4 8•6
310, 1.3 1.9 2.4 3.6 9,2 -
320 1.4 2.0 2.5 3.8 9.2
no 1.5 2.2 2.7 4.0 - -
340 1.6 2.3 2.8 4.2
350 1.7 2.4 3.0. 4.5 -
360 1.7 2.5 3.2 4.7 -
370 1.8 2.7 3.3 4.4 - - - -
380 1.9 2.8 3.5 5.2 -
340 2.0 2.9 3.7 5.5 - -
00 2.1 3.1 3.8 5.7
420 2.I 3.4 4.2 6.3 - ' -
440 2.5 3.7 4.6 6.8 - -
460 2.7 4.0 5.0 7.4 - ' -
4EO 3.0 4.3 5.4 8.0 -
500 3.2 4.6 5.8 - -

• -10-
FRICTLON LOSS , IN ALUMINUi�i F PVC PIPE
P.S.I. FRICTIOX LOSS F1 1C? FccI
P.Q.I. FRICTION LOTS FER 100 FEET PVC IRRI6ATIOX PIPE
ALUMIN{. IFcRI6+�TI0K FIFr YI•C(RlFLFtS
5-
Ihz-. 1... 2 3 4 Ims. I.D. 2 3 4 5 6 8
0.1 & / !0 0.1GAL/ 10 - -
- - - - mix. 20 0.4 0.1
X 1.4. 20 0.5 0.1 _ 30 0.8 0.1 - -
30 1.1 0.2 - - 40 1.4 0.2 - - - -
50 �2.9 0.4 0.1
- - - - - - 5� 2.1 0.3 0.1 - -
c0 4.1 0.6 0.1 - - - - _ _ 60 2.9 0.4 0.1 - - - - - -
70 3.9 0.5 0.1 -
70 5.4 0.9 0.2 0.! - - - - _ - -
eo 5.0 0.7 0.2 0.l y
co - - 1.2 0.3 0.1 - - _ _
50 0.9 0.2 0.!
_ _ 1C� - - 1.0 0.3 0.!
IC-0 - - 1.5 0.4. 0.1 - - - _ 0-1 - - - -
Q.l. - - iia 1.2 0.3 �
llo - - 1.7 0.4. 0.! - _ • - -
12'0 - 1.5 0.4 0.! Ga
1.. - - 24 0.6 m 0.1 - - 130 _ _ 1.9 0.5 02 0.1 - --p
0.2 0.1 140 1.4 0.5 0._ � I
2.7 0.7 - - _ O S 0 " -
0.� 0.1 .. 1..0 2.2 ..
IZO 3.1* 0.8 - - - 2.5 a 160 - 6 0';
- - 3 5 0 9 0.3 0.1 - - 18 0.1- - �
Ii0 0._ 0..
170 - - 3.4 1.0 0.3 0.1. - - , 3.1 0.8 0.5 0.1 - -
3.4 '0.8 0.3 0.!
t/ !=p - - 4.8 l.2 0.4 0.2 - - 140 _ _ _
5.3 1.3 0.� 0.2 1fr3 3.7 0.9 0.3 0:I
�? - -
210 - - - - 1.4 0.5 0.2 - - 210 - - 4.i 1.1 0.3 0.1 - -
L,� - - - 1.5 0.5 •0.2 0.1 2%o - . 4.5 1.; O. -'0.2 - -
0 1 F30 �4.9 1._ 0.4 .=
1.7 a.v a.2 _ •
240 - - - - 1.8 O.b 0.3 0.1 240 - = 5.3 1.3 0.4 a.? -
0.7 0.3 0.1 250 - 1.4 0.5 0.2'co - - - - 2.0 2�4 _ ' i S 0 S 0.2 0.1
2cp 2.1 0.7 0.3 0.1 - - - -
1,0 - - - 1.6 0.5 0.2 0.1
170 :1.3 0.8 0.3 0.1 Zoo - - 1.7 O.b 0.2 0.1 .
�p - -. 2.4 0.8 0.3 0.1 - . -. 0.3 0.1
25.p - - - -. 2:6 0.9 0.4 0.1 240 - - -
_,p - - - 2.0 0.7 0.3 0.1
yA - - - = 2.T 0.9 0-4 0-1 - 2.F 0.7 0.3 0.1
310 - - - - Z9 1.0 0.4 0.1 310 - - -
- 3.1 1.0 0�.� 0.I 3,:0 - - - - 2.2 0.1 0.3 0.1
320 - - 0 2:3 0.8 0.3 0.1
r0 3.3 1.1 0.5 0.1
- - - - 3.5 1.2 0.5 0.1• - 2.5 0.8 0.3 0.I
2.6. 0.9 0.4 0.1
--p - - - - 3.b 1.2 0.5 0.1 "
�- uo - - - - T a.4 0.4 0.1
U-0 - - 3.8 1.3 0.5 0.1 370 - - 2.9 1.0 0.4 0.l
3-/o - - ' - - 4.0•• 1.4 0.6 0.1 380 3.0 1.0 0.4 0.1
Uo - - - - 4.2 1.4 0.6 0.1
3;0 - - - - 4.5 1.5 0.6 0.2 390 - - - - 3.2 !.I 0.4 0.1
4C-0 - - - - 4.1 1.6 • 0.6 0.2
..............
1.1 0.7 0.1 410 - - - - 3.6 1.2 0.5 0.1
A20 - - - - 5.1 O.b O.I
_ - - - . - - 1.9 0.8 0.2 • 444 - - - = 4.0 1.3
20 0.8 0.1
4c .
4c0 - - - 4.3 1.5 0.6 0.1
0 - - - - - - 4.7 1.6 0.6 0.2
50
{� 2.2 0.9 0.2 0 - - - -
2.4 1.0 0.2 S.0 1.1 0.1 0.?

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

( inure 2. Anchorage tilocks for in-line valves .
Table 1 is the forces encountered at end plugs . to calculate
forces encountered at bends, tees and Cayes, multiply the figure in
Table 1 by the factors given -in- Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs . for test pressure in psi
Pipe Oi.ameter, 100 PSI 150 PSI 206 PSI 250 PSI
(inches) -
V, 295 440 590 740
2 455 680 910 1140
211 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 6490 9740 13,000 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-

lid
Table 2. Factors for Calculating Thrust W for
? Elbows and Tees .
Elbows: 900 1.41 Tees = 0.70 L
60° 1.00�
45° = 0.76
30° = 0.52
22.50
0.39 ,
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil I lb/ft2
f Mulch, peat and similar 0
Soft Clay -000 C/ ZO,
Sand 2000
�. Sand and gravel 3000
/ Sand and gravel cemented
With clay 4000
Hard shale 10,000
Thrust block area (f .2) _ 14 _ Thrust (Table 1 & Table 2)
_ •F — of I bearing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench 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, backhoes , or vibrating plows
will be used for trench preparation . The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe . Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of 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 obstructions ,
trenches should be curved within Ji^�its of curvature of the pipe.
-7-

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HWY 111 FARM
Operator: CHRIS TURNER County: DUPLIN Date: 01/23/08
Distance to nearest residence(other than owner): 1100.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. - 0 lbs
0 sows(farrow to feeder) x 522 lbs. - 0 lbs
1200 head(finishing only) x 135 lbs. = 162000 lbs
0 sows(farrow to wean) x 433 lbs. = 0 lbs
0 head(wean to feeder) x 30 lbs. = 0 lbs
Describe other: 0
Total Average Live Weight= 162000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 162000 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 162000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length(feet) 147.6
Inside top width(feet) 261.4
Top of dike elevation(feet) 54.7
Bottom of lagoon elevation(feet)- 41.0
Freeboard(feet)--- - --------- 1.0
Side slopes(inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 141.6 255.4 12.7
AREA OF TOP
LENGTH*WIDTH=
141.6 255.4 36165 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
65.4 179.2 11720 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
103.5 217.3 89962 (AREA OF MIDSECTION*4)
CU.FT.=[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
36164.6 89962.2 11719.7 2.1
Total Designed Volume Available= 291775 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
147.6 261.4 38582.6 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 38582.6 square feet
Design temporary storage period to b riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 162000 Ibs.ALW/135 Ibs.ALW*1.37 gal/day 180 days
Volume= 295920 gals. or 39561.5 cubic feet
5B. Volume m 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= 22506.5 cubic feet

r
5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot DA
Volume= 24114.2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 0 cubic feet
5C. 22507 cubic feet
5D. 24114 cubic feet
TOTAL 86182 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 147.6 feet
Inside top width____________________________> 261.4 feet
Top of dike elevation_______________________> 54.7 feet
Bottom of lagoon elevation__________________> 41.0 feet
Total required volume_______________________> 248182 cu. ft.
Actual design volume________________________> 291775 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48.5 feet
Stop pumping elev.__________________________> 49.6 feet
Must be>or=to the SHWT elev.====______> 48.5 feet
Must be> or=to min. req.treatment el.=> 47.0 feet
Required minimum treatment volume=====______> 162000 cu.ft.
Volume at stop pumping elevation=====_______> 162694 cu.ft.
Start pumping elev._________________________> 52.1 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr,24 hr. rainfall==> 267661 cu. ft.
Volume at start pumping elevation=====______> 236912 cu.ft.
Required volume to be pumped________________> 62068 cu. ft.
Actual volume planned to be pumped=====_____> 74218 cu. ft.
Min. thickness of soil liner when required==> 2.0 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY: ,//2G�6
DATE: 1/23/2008 DATE: 1/23/2008
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

5D. Volume of 25 year-24 hour storm
Volume = 7.5 inches/ 12 inches per foot* DA
Volume= 24114 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 39561 cubic feet
5B. 0 cubic feet
5C. 22507 cubic feet
5D. 24114 cubic feet
5E. 0 cubic feet
TOTAL 86182 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 7.0 inches
Evaporation during storage period===========> 0.0 inches
25 year-24 hour rainfall==================> 7.
Freeboard--------------------------------===> 1.0 feet
--------------------------------
Side slopes=================================>
Inside top length===========================> 147.6 feet
Inside top width============================> 261.4 feet
Top of dike elevation=======================> 54.7 feet
Bottom of lagoon elevation==================> 41.0 feet
Total required volume=======================> 248182 cu. ft.
Actual design volume========================> 291775 cu. ft.
Seasonal high watertable elevation (SHWT)===> 48.5 feet
Stop pumping elev.__________________________> 49.6 feet
Must be > or=to the SHWT elev.==========> 48.5 feet
Must be > or= to min. req. treatment el.=> 47.0 feet
Required minimum treatment volume===========> 162000 cu. ft.
Volume at stop pumping elevation============> 162694 cu. ft.
Start pumping elev._________________________> 52.1 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 267661 cu. ft.
Volume at start pumping elevation===========> 236912 cu. ft.
Required volume to be pumped================> 62068 cu. ft.
Actual volume planned to be pumped==========> 74218 cu. ft.
Min. thickness of soil liner when required==> 2.0 feet
7. DESIGNED BY: 944 APPROVED BY:
DATE: �',Zti S DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
r"N.
COMMENTS: u 6 . DIle
� L

CLASS III WASTE TREATMENT LAGOON DESIGN
RONALD TURNER OPERATION
Duplin County, NC
U.S. Department of Agriculture
Natural Resources Conservation Service
Duplin District Office

Ronald Turner
Duplin County
JCF 3-19-96
-Conte
Design Summary 1
Site Evaluation 2-3
Soils Investigations 4-5
Soils Maps 6-7
Hazard Classification 8
FEMA Flood Zone Map 9
USGS Map 10
CFSA Map 11
Grid Sheet 12
Lagoon Typical Section 13
Emergency Spillway Typical Sections 14-15
Lift Station Typical Sections 16-17
Storage Design Spreadsheet 18-20
Operation and Maintenance Plan 21-22
Construction Specifications 23-24
Rip Rap and Geotextile Installation Specifications 25
Seeding Specifications 26
Lagoon Storage Estimate 27
Excavation Estimate 28-36
Clay Liner Estimate 37-38
Emergency Spillway Design 39-40
House Outlet Pipe Design 41-42
Livestock Waste Sampling, Analysis and Calculation of Land Application Rates 43-44
Lagoon Design Checklist 45

United States Natural Resources P.O. Box 2 O 77
Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
Operator: Ronald Turner
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).
i
This design is for an Expanding Waste Management System. There 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 therefor 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 Volume: cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = 5.4" cu.yds.
Estimate of Clay Line: cu.ft. _ _3;8 : cu.yds.
Job Class III 3 q• 9� {
Date 4
Design By
Design Approval 4A4�
Name
Date
I r1o,
Tho Natural Resources Conservation Service,formerly the Soil Conservation Service,is an agency of the Unhod States Department of Agriculture
AN EQUAL OPPORTUNITY EMPLOYER

f Ca
United States Natural
Department of Resources REV. 10/95
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL LNIFORMATION
NAME 9ONAU�l -rup.) TI. LOCATION On N L III
Ca 6in 3,6 m1e, No -1,
Pin 1};11 . N G a.B.Sll a Ic 60"14141e
TELEPHONE 910.09p• 4S$S SIZE OPERATION /Zoo .5W1
Ftt; w-• Eli 1%N(
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER I DD. FT.
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 1✓ NO
If no,site must he relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO_kf gw�--
If yes, landowner should consult with local zoning hoard ahuut required permits.
Permits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES ✓ NO
If yes, see Part S03 0l'the National Engineering; Manual and follow policy. sE e G%7,D
(Copies of maps or other reference materials may he attached to site evaluation.) S Kevr
%WTLANrDS '
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON-CROPLAND?
YES NO ✓
If yes, producer mu.,t complete a Form AD-1026.
WILL ACTION RESULT IN SWA%vIPI3USTING? 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
ENVIRON\[ENT?►L IIANAGEMENTTO 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 AD-1026 and CPA-026 should he attached to site evaluation.)
-- ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.............
.............. PREDOMINANT WIND DIRECTION? YES ✓ NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM l CU.FT. UPWARDS
.............. TO 3 CU. FT./LB. OF ANIMAL? YES ✓ NO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
.............. CAPACITY? YES ✓ NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTE' -YES ✓ NO

OTHER ENVTRONAfENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YES NO ✓ rs�a-
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO ✓0v'II-
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO ✓(3ww
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? Av 4 I /-n,4 YES ✓ NO
WILL THE ACTION RESULT IN SODBUSTING? YES NO ✓ ( wke
If yes to any of these questions, refer to form NC-CPA-16 for policy Sources. The form does not
need to he completed.
WASTE AIANAGENIBNT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES ✓01--INO
IF NO, DOES PRODUCER HAVE ACCESS TO 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.)
SOIL INVESTIGATION- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES NO
IS A CLAY LINER REQUIRED? YES ✓ NO
IF YES, IS CLAY AVAILABLE ONSITE? YES NO
OFF-sITE i3vRaow WAS 136tw coCATO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES NO t/
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT? YES NO
(1f yes, tile mint he removed or plugged) QUESTIONABLE
SITE APPROVED YES L-,�N0 CONDITIONAL
COMMENTS
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
ORIN OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE DATE�./,-? 9so
Pace 2 of 2

I
— •
• • • •
CROPLANDWATERSHED AREA MEASUREMENTS
.• • •• • • ZSKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx.scale 111--feet)l
Locate reference point-m center line of dam and Identify on skelck
EMEEMENIMEMEMEEMEM11 MENNEN
ME■ ME No 0 OEM MIMMEMEME
■■ MENEM ■ ■ IMMENSE■■
■■ MINEEMEN MEMMIMMIMENIME
EMEM -VON. ■IE■01M. M, 1ME■■E■■■
MENEMMEMMIN
No
■■■■fir■■■E■E■■■■■■
_ ■■■■■■■ �� ■■■ ■MIN■■■■■■■■■■
MEMEMEMMENEEMEMMINEEM NONE■
■NO■■■■ N■ENE■■■■■■■ MENEM
PROFILEBORING NUMBER AND
Make and Ust dam-site and spillway borings first-Men ponded area and borrow pit borIngs-separate with uerdcal red line.
(Continued on back whery nWswry) Show water table elevations on dam-site borings.
MINWOm10=0lml,1mlo1minim
CMC1■1■1■i■1r71■I■■I■!■I■I■I■ICI■1■I■1■I■!■1■I■
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� .� i.'�1itl i■i®i■I■�■I■f■ill■f■I�l■I■i■i■1■I■I■i■
=M0101 10101■i■Mimi■1 1■MINIM■I■I■I■I■I■I■
��711C�1�1■!■1�i7!■I■�■I■I■I 1■!■I■i■I■1■I■I■I■I■1■
!■7 ' ` I lr�■i■C�!71■i■i■I■I■I■I■1■ICI■I■I■'■I■i■I■i■
®I. i■I■I■iC�l■1■!■I■1■I■!■!■1 I I■I 1 1 i■! I■
le
BORINGS QA"By SIGNATURE & TITLE
1I�1®i�l■1�1�1■�■1�1■1�1■��I�1■I■I■1■1■1�1■1■
�E� 1■I■:■1���.11■�■�■I■i■1■■!■I■1■1■1■I■i■I■1■
�J� lC�l�i�!■ii�l■��■it!■I■■I■i■I■1■!�!■l�l�l

• ti
.TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION ; y
USDA CLASSIFICATION•
GW-Well graded gravels;
gravel, sand mix w
GP-Poorly graded gravels. g-gravel .
GM-Silty s-sand
gravels; gravel-sand-silt mix ; _. • ''
GC-Clayey vfs-very fine sand • __ ,. _
gravels; gravel-sand-clay mix - sl-sandy loam-
SW-Well graded sands; sand-gr#vel mix fsl-fine sandy.loam'
SP-Poorly graded sands 1-loam...
;
SM-Silty sand
SC-Clayey sands;F _ i m..._ j. • '. _
g -.gravelly loam
sand-clay-mixtures si Siff`-
ML•Silts;silty,ve fine sands;sandy ofcla�' •+Y .•_��.�- ��'�'"""'. '•- • __ ��_.- .
CL-Clays of low to.medium plasticity yey silt sib=silt loam
CH-Inorganic clays of high plasticity cl-clay loam... ..
MH-Elastic silts sicl-silty clay loam
•-•�� �--' - •�• • •- •-• • scl•sandy clay loam---
OL-Organic silts and silty clays, low plasticity sic-sandy
014-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available Yee No (Indic whsn/ocoftd on fhs sArtndt Olenwam s dy .
REMARKS: ..-7-iy�.r is i=off_ '9XP,q o� ...... .. _. .. .- - _.._ ..
w'45-T. .o�e�ti'G,�nst•�T_ sysTE.rr.04.e
No Sup?�9a�:�' •
IV Si�
��•o .r9. ?o,��o :..,9,�i�f�..��i•✓,�. r� �A! do c,oTeo �sF,a ,oA`Nw
�Nd •So I�...�N vb'•S�/Cq �� O�+r� '0 o Q47 v//9Xf�'J.
2. Explain hazards requiring special attention in design , fSeswcp.,wsppbW..RwA_
1.C'�ci/�P�..��'2A/!1t�n/G• i9..vD /�&for 0
GENERAL REMARKS:
24 26 26 27 28 29 30 31 ,32 33 34 36 M36 37 361139 40 41 42 43 44 46 -
46 47 48 49 50 61

i
CROPLAND-ACRESWATERSHED AREA MEASUREMENTS
WOODLAND-ACRES TOTAL- A^ wo
SKETCH OF • •SED POND SHOWINGBORINGS
Locate reference point w center line of dam and Idmffy on ske&k
MEMNON
._..� MENEM MIEN
ONE IMEEMEMENils
N. 103,RINNES
- \�Q����L����������■
����=.,.ems.."����������H�����■
�����I�I������������■ MENEM
BORING , PROFILE
Make and list dam-site and spillway borfngs fbst-then panded area and borrow pit bortnes-separate with umWeal red line.
(Continued on back where necanary) Show water table situations on dam-site bodhos.
101/31/310
WINE! ■I■!�i■I■�■=�!?■I�l■`mil®lei�l®
l���e�J���;�11 I � ■!■ill■1■■i®��.il��l■i■i■I■
���■i■! i■i■1■I■;■I■I■1■1■!■ice!■i■i■!�i■!■I■I■
�� f

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION.'•
GW-Well graded gravels;.gravel, sand mix. g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandyloam
SW-Well graded sands; sand-grovel mix fs1-fine.Sandi loam
SP-Poorly graded sands 1-loam ..
SM-Silty sand - gl-gravelly loam ,
SC-Clayey sands; sand-clay mixtures- si-silt -
ML-Silts;silty,v.fine sands;sandy or clayey-silt ail-silt.Gam'
CL-Clays.of low to medium plasticity cl-.clay loam.
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts - scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
L. Suitable material for embaalaaent is available [ales Q'No . (Indicate where located on the Avtch on
Ae CP.Zo y •�'�l�i��
�"i v�E,QATo� Lt/iLs; f,/Aier To 30 4Re*W CX A L�,Q�tA..t'
i0 tpeg_.od �4iP.4fS �vr T/•1 s,{Iwo �Sn�+J S�-.rer, s P .
2. Explain hazards requiring special attention in design (Seemge,mrine.-rout ek.)
GENERAL REMARKS:
24 26 26 27 28 29 30 31 32 33 134 36 361137 q 38 39 40 41142 1 43 44 P 45 1146 147 1148 149 60 61

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner&ogjlgmn n•4,1sx County 7),_,`zIAI
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam___o Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation s -5pCO .
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /1/,0 A1,, _ z a c ' r-//Ao e-cN c,,PoPL g ,g T'd
�T,Pi Re,m,¢r, T8 G'ARep,� c,es//-) E C
/CNA/ ,i 7d .L A,4A .2 .
Hazard Classification of Dam (It b, c) (see NEM-Part 520.21)
-Dam Classification (I, II, DIIV, V)
By e&� 6 Date - Z 2-` ,3—
na (title)
Concurred By G� Date 3 _ —9 G
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

1705 Jenkins
Pond
ZONE X
Y
Um 1
�_Z_
ZONE X
4
a�
s
v�P NjR
I1o3
JIG•
X
v� G
I7 32
Sanderson
Fish Pond
X.
y%
ZONE X i73s
qj
X.
qj
v
d
N
ZONE A

am L A
30 es
1705
k
TN
1732
A
cem..
QT) virm
IIACI
AA
32.0
1735

Ww'R'7tSN4u c
+
Sot 6 ---5+76
�- -
i
czEv e
fit
=V1�rY �=L �i_ �r
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8
js
77
sits - - =,r - sd.q - ',_ ' •_ � _ -t ... � —.- - - i h��_ -: =FLUST{I�JG=fie
pT� SUUTHWg5T_—=z
i -F-
CAMION
Refom Startfi1{j'_E cc;
heck for Uisdezgraiaic
477
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t T , -
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. . . .. . . CLEM
All
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i�O& (-b TuRfJER Of RA 10k.>
EMERGENCY SPILLWAY u _ .
, �c.�ti Co
_
JC`
TOP OF DIKE
iv 1 ELEV 54.7
0
CLASS A RIP RAP
CLA SS l
FILTER FABRIC
TYPICAL SECTION ON TOP OF DIKE
SCE ALSO i YPICAC SLEiloQ T"VL) t)jVG''

RQD uALi
; . . . . . . . . . .. . . . . _ . _ I . . ... . . . . . . . . . . . . . . . . .
. . . . _ . . . . . . . . ... . _._ . _.. ._ _ . . . _.. .. . . . . . . . ...__ , _.._ __ . . ._.
CLA55 A -
R i P-SAP
C GA55 T.L �I�TDZ Ct l
C1EOTEXTILE OVEELAP : `RALL. -13E RwI cqt ' OITk ...CE1V7rE(ZCIN6: OF- .TI-4-
Au SqA(,L A �"JI Unt OF 18" , TIE PAS. Oo 7He Uropm 5 Eci tv�
___—_.OF_ _-DIy-E 5�JIAU CAP OVCQ I Nc PANELR aN THE LO �R 5EC_l0y
THE 7ia.

P Concrete: 3500 PSI••
• •O. Box 595 _ .
• Rai nforcin : 6X6 . 10 Wire Hash. h
Itfif Center of' all Walls It
Lids.
anhole: 240 Min. g •
G! Clearance
P ►rt P �01f Tj�/j//Q — Go U c.A �e pr l .3j�D 3 Manhole Lid W 3 Reber!Rand
' r.
s,r,�.�s w s 2 0� �� 3 - .
7i7W CO•W4/?;ow.
49 7/7�.11FiP c, PS. Lv i�jy /fig ui lei�l��'y •S/�igC/�iG�OT'�•�
'oe
IT
24}" 25}•
24}".
Twlo-
o09i..-�C�t. 2519
25="
Pj 7.
• ,�
210
f111tV,
Aboveground
24�1 i, •
•'� �� I;•' 2}" Thick
Underground •.l Adiustabla Heights . I •-
. � To Suit Grade
Sealed Watertight With in '
�_ 28" 2" Thick
Butyl Rubber Mastic Sealant 32" xyd, cement
• 2 6!" or mortar
E�kn Tank•Tpp• • ' .• 0 A TYPE 1 OPENING •'•. ••
. .
2410
• • • . its •. • �. .• • f •
••.' •Pump'.Tank Top ; ,••.: .• TYPE 2 OPENING '
Type 1 - Standard Opening L264
14
Type 2- Reverse Opening

0
MANUFACTURED BY: A.M.C.I.
W" 002
Mitchell Concrete
P. O. Box 585
�!••-- 20" •-iI 1 Smithfield, NC 27577
iT (919) 934-4333
62" 18" 20" I•• Nelson Mitchell
18" (•j LIQUID CAPACITY: 1,211.54 Gallons
2.20 yds. a 8,800 lbs.
• Square Riser
or Round Riser
96" ' with the use o N E
• adaptor ring
�20"sq.� � (••) � �•�� TOP OF jAPJk
�-- c • j —� ,-- SEALANT • _ Etc-v y9.
4 ' . . 3j" q" . , 3 .
SEALANT 62 " 4
96"
�73
1
- - - - - - - - 90~ ��
- - - - - - - - - - 56"
346
T30TVIDM QC (D rr {�IUOCI�O� 5
59"
63;" 3"
3"
II Note 63j" 590 .
I•)- 24" square
1" minimum (••j- 26" square
All knockouts to receive 4"
minimum or 6" maximum pipe 4" V
92% - 58"
1

IS
Operator :RO[IIAL.E TUR!,,..IEF ►OW-14C : DUPL i CAI Date: 6-13--'5
D1ata't-iCe to -n e_ 2s "e 1idC_'!'i Gt1":E'r tF"ia'tl Cl•1ne1' .' : 1 1(;:(a r,'J -Fmfeet
1 . AVERAGE LIVE WE I. HT (ALW)
0 sot-is (f_rrow to finish ) X 1417 lbs. - 0 lb=
o saws (farrow to feeder ) x 522 lbs. = 0 1bs
12C)o head (finishing only) X 135 lbs. = 162C) 0 lbs
0 sows (farrow to wean) :: 433 lbs. _ 1? lbs
0 head (wear to feeder ) X 30 lbs. - 0 1 b s
Describe ether : : (I
--------------------------------------
Total Average Live Weight = 162C100 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Vo 1 ume = 1 62C)t_) t lbs. ALW :•i Treatment Vo 1 ume(CF) /1 h . ALW
Trea tt7,ent Volume(CF) /l b . ALW = 1 CF r).b . ALW
VO 1 Ume = 162�}C)C) cubic f t ( includes 0 cu. f t . add . treat . vol . )
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION - LANbOWUEZ 8C-QjCt;T5 No -scvioGE -5 otZA6E.
SIu�GE WILL Be Z�MUut:-� a S N t'�'D Eo.
(r,"
Volume = 0.0 cubic feet
0ttnEro->iws Aw Foe A
4. TOTAL DESIGNED VOLUMEC.g000N InItTK CwvA(,E.V
Inside top length (feet )--------------------- 147.6 VOLUME AN6 SUMA& ACE
Inside top width (feet )---------------------- 261 .4 SEE GZt> C ftUTI F01Z
Tap of dike elevation (feet )------------------ 54.7o ACTUAL bilntuSiooS.
Bottom of lagoon elevation (feet)------------ 41 .0("1
Freeboard (feet )_____________________________ 1 .7.,(t.Z"Futz SPiuwo t 0.5' reu.
Side s 1 ooes ( inside 1 a000n)-•----------------- 3.c i 1 Tof of A6e io t=
OF SPiU_WA)
Total design volume using pr i smo idal formula
S5/END 1 SS;ENP.2 SS/SIDE 1 SS/S I DE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 137.4 251 .2 12.i)
AREA OF TOP
LENGTH * WIDTH =
137.4 251 .2 34515 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
65.4 179.2 1172C) (AREA OF DOTTuM.,
AREA OF MIDSECTION
LENGTH WIDTH * 4
101 .4 215.2 3725 5 (AREA OF MIDSECTION 4)
C!J. FT. = [AREA TOP + (4•m•AREA MIDSECTION) + AREA BOTTOM] # DEPTH 6
34 51.5 872B5 1. 1720
Tot-aI Designed Vc:l-sme AvaiIable - 267C.P CU. FT.

6/G
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
147.6 261 .4
38582.6 square feet
Buildings (roof and lot water) or impervious area
9520.0 square feet Describe this area.
TOTAL DA 48102.6 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb . ALW 1 .37
\ Volume = 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 evaporation = 0.0 inches
180 days rainfall '= 7.0 inches
Volume = 7.0 in * DA / 12 in. per ft . = 28060 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in. /ft = 0 cubic feet evap .
Volume = 28060 cubic feet

5D. Volume of 25 year -- 24 hour storm
Volume = 7.5 inches / 12 inches per foot LEA
Volume = 3(:{()64 cubic feet
5E. Additional v-olurr:t:E? as T-ollows:
TOTAL FiEG!U I RF:D "I"Eh'1F's�F: ,F:'Y STi-lF: ;+ E
5A. 39561 cubic feet
5B. 0 cubic 'Feet
5C. 28060 cubic feet
5D„ 3(_)ci64 cubic feet
5E„ 0 cubic feet
TOTAL 97686 cubic feet
6. SUMMARY
Temporary storage peti-iad=====_=_____________ > 180 days
Rainfall during wettest period of storage===:> 7.0 inches
Evaporation during storage period===========':, 0.0 inches
25 year - 24 hour -ai»fall _________________;> 7.5 inches
Freeboa:-d=_______________==_____________==_=;> 1 .7 feet
Side lopes=_=_=___________________________=r> 3.0 : 1
Inside top l ena th=__==______________________;. 147.6 feet
Inside top 261 .4 feet
Top of d i k:e 54.70 feet
Bottom of lagoon 41 .00 feet
Total required volume=====_=________________:'> 259686 Cu. ft .
Actual design vo 1 ume===-=___==_____________=_:> 267��39 cu. f t . �
Seasonal high watertable elevation (SHWT)=== > 46.50 feet
Stop pumping clay.____________________ _-- 49 n 60 feet
Must be :'> or = to the SHWT e l ev.=--__=___ `;, 48.50 feet
Must be > or = to min» req . treatment el .=::> 47.00 feet
Required Minimum treatment vo l ume===========`:- 162000 cu. ft .
Volume at stop pumping elevation============::> 162694 cu. ft .
Start pumping 52. 10 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-• 24 hr. rainfall==:'> 236975 cu. ft .
Volume at start pumping elevation===========:> 236912 c u. f t .
Required volume to be pumped================ > 67621 cu. ft . �
Actual volume planned to be pumped==========:'> 74218 cu. f t . #
Min. thickness of soil liner when required==::> 2.0 feet
atco
?. DESIGNED BY: Af��PROVED BY: ��,,,�.
Od
DATE: 3_ ( _ ��o DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF �12
OPERATION N 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 var-';,
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.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year , but excess
rainfall will vary from year to year. The 25 year rainfall will n>>t
be a factor- to consider in an annual pumping cycle, but this storage
volume must always be available.
A ma:.imum 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 as
weather , soils, crop, and equipment in order to apply waste without
runoff or leaching .
Land application of Taste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot, g-Uns, 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 be pre-
charged to 1 l2 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 . 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 52. 1 as marked by permanent marker . Stop pump--
out when the fluid level reaches elevation 49.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 67621 cubic feet or
505808 gallons.

x�v
SHEET 2 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. 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.
B Keep a minimum of 25 feet ofvegetated b ff d
^ grass buffer aroun
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-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.
`

:3HEET 1 OF 2
SPEC I F I C ;T I ONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOI..NDAT I ON PREPARATION:
------------------------
The f oundat io: area o f the lagoon embankment and building pad :hall be
cleared of trees, lags, 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 stock:piled for use an
the dike and pad areas. After stripping , the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond .
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material sLiC:"1 as sad , roots, frozen soil , stones Over
6 inches in diameter , and other objectionable material . To the e::tent
they are suitable, e::cavated materials can be used as fill . The fill
shall be brought up in appro::imately horizontal layers not to e::ceed 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
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes aver 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 TH I Cf:NESS SHALL BE 2.0 f t .
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) -ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered , they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be back-filled
as specified to grade with a SCS approved material tie - CL,SC.:CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
��~ Sojl ] , ner mater� � ] �'`sll come from an approved borrow area. The
�
` minimum w�ter content of the liner materi a l shall be optimum moisture
content which relates �o that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner . The moisture content of the liner
material shall not be than optimum water content during placement .
The maximum water con�ent relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material . When smooth or hard , the previous lift
shall be scarified and moistened as needed before placement of the next
lift .
The single most important factor affecting the overall compacted perme-
ability of a clay liner , other than the type of clay used for the
liner , is the efficien� construction processing of the compacted liner .
The sequence of equipment use and the routing of equipment in an estab-
lished pattern help uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment .
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator (rocks)
CO-- using flexible outlets on waste pipes.
� Alternatives to soil liners are synthetic liners and bentonite sealant .
When these are specified , additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
---------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
___________
All exposed embankment zand other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded . Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding . Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTIN8 TILE DRAINS
\
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
SC, CL, or CH.

'TABLE 2. REQUIREMENTS FOR NONWOVEN GEOTEXTILES
-----------r r r-r r-r r r r r r r r r---------
r-r-rrrr-r-rrrr-rrrrrrrrrrrr--rrrrrr--rr-rrrrrr--rr---rr
Property Test Method Class I Class II Class III Class IV �/
---r----------r-----------------------r r----------r---r r--------------------------------r Tensile Strength ASTM D 4632 100 min. 120 min. 90 min. 115 min. r r r r-
(pounds) t/ Grab Test
Bursting Strength ASTM D 3786 320 min. 210 min. 180 min. NA
N (psi) Diaphragm tester
N
o Elongation at ASTM D 4632 >50 >50 >50 >50
H Failure Grab Test
(percent) 1/
NPuncture ASTM D 4833 80 min. 60 min. 40 min. 40 min.
(pounds)
o Ultraviolet Light ASTM D 4355 70 min. 70 min. 70 min. 70 min.
(percent residual 150 hours
o tensile strength) exposure
Apparent Opening ASTM D 4751 As specified, As specified, As specified As Specified,
Size - AOS max. # 40 2/ max. # 40 max. # 40 ,2/ max. # 40
;° Permittivity ASTM D 4491 0.70 min. 0.70 min.
0.70 min. o.lo min.
(1/seconds)
Minimum average roll value (weakest principal direction) .
U.S. standard sieve 9size.
Heat-bonded or resin bonded geotextile may be used for Class IV only, and are particularly
well suited for this use. Needle punched geotextiles are required for all other classes.
f
c
*U.S. covernoent Printing Oltice j 1992 - 311-362/60066

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OH-hers-2.0 US Department of Agriculture
Soil Conservation Service
C?UANT I TY CALCULATIONS
prepared for
F-RC3INIAL_I3 -r U F<I`Jr=-F<
in
DUPLIN County, North Carolina
Designer JC FORD Ch ec k:er ................
Date 12/18/"?5 Date
Job Number Number 2RT
--------------------------------------------------------------------------------
I ** Excavation ** I ** Fill *#
Bat Left Right Off--CL I CL Dist I Area Volume I Area Volume
Width SS SS (ft) I Sta (ft) I (SgFt) (Cu.Yds) I (SgFt ) (Cu.Yds)
I 1 1
49 3: 1 3. 1 : 1 64.0 1 1+29 1 458.2 1
1 71 1 189o.8 1 i).it
64 3: 1 3. 1 : 1 64.0 1 2+00 1 979.8 1 o.o
1 94 1 3914.9 1 ia.ia
84 3: 1 3. 1 : 1 64.o 1 2+94 1 1269. 1 1 0,0
1 43 1 1994.4 1 0.0
84 3: 1 3: 1 64.o 1 3+37 1 1235.5 1
i I
Total -- 7800. 1 1 Total _ 0,c_�
�OIAL ex CAvA-0 00 Urli Ik)CLU-b" Ex CAVA-1100 1Z LIX)EI7
r
��U.i' CY — 4(vOrD.S CY � Eulsit�G �AC,00�V�
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US Department of Agriculture
Soil Conservation Service
T)ATA PO T NTS
prepared for
i-tr-31i'�!oCiIr—) -FUF:N1F—=Fti
i.1-)
DUPLIN County, North Carol ina
Des i o per : JC FORD Chec E:er
Date : 12/18/95 Date
---------------
Jab NUmber 2RT
-------------------------------------------------------------------------------
TEMFLATE DATA:
Beginning Elevation = 41 .C10
Beginning Stat ion - 1+29
1+29 to 14-29 Cw3CL49/3. 1 (.).0(.)0oo f t/f t
1+29 to 2+0o C`.3CL64/3. 1 c i.i�o(ioo f t/f t
2+00 to 2+94 C\3CL84/3. 1 o.0(:)(:)(:)(:) f't/f t
2+94 to 3+'37 C\3CL84/3 o.(i0c:oo f t f`f t
SECTION NUMBER i
Centerline Station 1+`9
ORIGINAL DATA: (distance / elevation)
0.0 / 46.4 3 5.(:) / 47.0 l oo.0 / »I 7.e 141 .o / 48.(a 187.0 / 48.2
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA: (distance / elevation)
o.0 / 51 .o 28.0 / 51 .8 123.0 / 51 .2 173.0 / 49.9 200.0 / 49.6
SECTION NUMBER 3
Centerline Station 2+94
ORIGINAL DATA: (distance / elevation)
0.0 / 52.() 50.0 / 52. i(:a(:?.() / 51 .9 150.o / 51 .8 2(--)O.o / 51 .
SECTION NUMBER 4
Centerline Station 3•1-37
ORIGINAL DATA: (distance / elevation)
0.0 f` 52.4 52.o i C"(?.(1 / 51 .7 150.C., / 51 .4 2(a(3.o

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

OPERATION &MAINTENANCE PLAN
Proper lagoon iivuid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wetpe+ioas_
MM'dMum storage capacity should be available inthe lagoon for periods when the-
g drop dormantsuch as wintertime for berrnu( da��ss) or when there are
eztrnded any spells such as the thunderstorm season in the summertime.. This means
.that at the hest signs of plant growth in the later winter/eariy spiin g; irrigation accoraing to
a fawn waste management plan should be done whenever the:land is dry enough to
receive lagoon liuuid. This will make storage space available in the lagoon for fcnmre wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
inamr(see Figure:2-1) to allow for winter storage_ Every =-fort should be made to
mamrairt the lagoon close to the minimum liquid level as-long as the weather and wash
U tT
i7i ation plan will allow iL
Waiting until the lagoon has reached its maximum storage czDacity before starting to
=gate does not leave room for storing excess water-during Jztended wet periods. _
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• lVlaintenancr of a veae,motive cove: for the ham.
r1 V -
1 escue or common bermuaagass are the most common vegetative
coves. The vegetation should be ,ertiiized each year, if•needded, to
.
maintain a izer vigorous stand. The amount of lean applied should oe
based on a soils test, but in the event that it is not vractical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be feztilized with 800 pounds per acre of 10-10-10, or*
ecuivalent,.
• Brush and trees on the embankment must be controlled. This may be
tone by mowing; spraying, brazing, chopping, or a combination of
the ''practices. This should be done ar least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon w—aten_ Such chemicals could harm the bact=ia in the lagoon that are treating:
the waste.
Nlaint=nce inspections of the entire lagoon should be made during the initial filling.of.
the lagoon and at least monthly and after major rainfall and storm events. Items to be:
checked should include, as a minimum, the following:
•• Writ=Inlet Pipes, RerycUncr Pipes, and Overflow Pipes—look for.
1• separation of ioints
2- cracks or breaks
S. accumulation of salts or minm-als.
4. overall condition of pipes

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

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

• Practice water conservation—minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
- Minimize feed wastage and spillage by keeping feelers adjusted. This
will reduce the amount of solids entering the lagoon
mgeme= -
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever(Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that'temporary storage
will be maximized for the summer thunderstorm sea on. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid Ievel should never be closer than 1 foot to the lowest
point of the dam or embankment.
. Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pumu intakes au roximatel 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or-vegeon,
molded feed, plastic syringes, or other foreign materials into the lagoon_
. Frequently remove solids from catch basins at end of confinement houses or.
-�wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eii=' ate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• proper lagoon sizing,
• mechanidal solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
. minimn=cr feed wa mcre and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
Dump through Large-bore sprinkler inzgation system onto nearby cropland.;
and soil incorporate.
Dewater the upper par of lagoon by irrigation onto nearby cropland or
iorageland; mix remaining sludge; pump into liquid sludge applicator, haul
and spread onto cropland or forage:and; and soil incorporate.
Dewater the upper pan of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from Lagoon with dra-11 a or sludge barge; berm
an area beside lagoon to-receive the sludge so that liquids can drain back
Lnto laII;Pgoon' allow sludge `
to dewdte.., haul and spread with manure spreader
onto cropland or forr-azeland; and soil incoraoz "
Regardless of the method, you must have the sludge material analyzed for waste
constiments just as you would your lagoon water. The sludg,- will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will-be
Limited by these nutrients as well as any,previous waste applicarions to that field and crop
requirement ZY8te application rates will be discussed in derail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intaCL_ If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed with
possible. liner injury. If the liner is damaged it must be repaired as soon as
Sludge removed from the lagoon has a much higher phosphorus and.heavy metal content
than liquid_ Because of this it should probably be applied to land with low phosphorus
and metal levels. as indicated by a soil test, and incorporated to reduce the chance of .
erosion. Note that if the sludge is applied to fields with very high soil-test phosphorus, it
should be applied only at rates equal to the crop removal of phosphorus. As with other-
wastes, always have your lagoon sludge analyzed for its nutrie:it value.
The application of sludge will increase the amount of odor at the waste application site.
=tra precaution should be used to observe the wind direction and other conditions which
d,increase the concern of neighbors.

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

EMERGENCY ACTIONPLAN
PHONE NUMBERS .
DIVISION OF WATER .QUALITY (DWQ) 910 355 39c_o
EMERGENCY MANAGEMNE T SERVICES (EMS) To ag` at(o
SOIL'AND WATER CONSERVATION DISTRICT (SWCD) TO QN0 ar 7-d
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) alto ag` si ao
COOPERATIVE EXTERSiON SERVICE (CES) t -
o
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all'employees at the facility. The following are some action items you should
take.
1'• Stop the release of wastes. Depending on the situation, this may ore m
possible. Suggested responses to some possible problems are listed belonot-be
A. ; Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to Zields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
l3. Runor-" 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 Melds where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: .
a. Stop recycle pump.
b. Stop irrigation pump.
- c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators'action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakagb from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls-and lagoon,
bottom as soon as possible.
1'

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste-reach any surface waters?
-b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone --. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, ,facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that-have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Contact Ccs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice technical assistance phone number - -.
4. if none o the above works call 911 or the Sheriff's Department and explain you
problem co them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin re air or problem to minimizeoff-
site
damage.
P p
a. Contractors Name: 44�,,� r,�,�•
b. Con tractors Address: 0. 7 C
c. Con tractors Phone: c
6. Contact tiza Technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: Wv,-q a
b. Phone: 410 1y, *Zj.1
7. Implement procedures as-advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Ste Specific Practices
(Liquid Systems)
Rush Gutters Accumulation of solids ( Rush system is designed and operated .
sufficiently to remove accumulated
Z
morn gutters as designed.
ove bridging of accumulated solids at
disc rge
Lagoons,end Pits Crusted Solids (Maintain lagoons, settling basins and
pits where post brooding is apparent to
minimize the crusting of solids to a depth
of no ore than 6-8 inches over more than
3Q.
of surface. .
Excessive Vegetative Decaying vegetation 11 Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders need Spillage () Design, operate ene maintain food systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of food residues {j Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (} Eliminate low area that trap moisture along fences
_ and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
(}Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
ri.a.inspect for and remove or break up accumulated
solids as needed).
.MIC—November 11. 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7.10 day
Systems interval during summer.15-30 days interval during
winter) where manure is loaded for land appication
or disposal.
() Provide for adequate drainage around manure soodkpaes.
()Inspecr for and remove or break up acc a uiatsd wastas
in filter stripes around stockpiles and manure harxi&V
areas as needed.
The issues checked { } pertain to this operation. The landownerfintegmor agrees to use sound judgment in-applying
insect control measures as practical.
I certify the aforementioned insect control Besr Management-Practices have been reviewed with me.
(Landowner Signature)
For more information contaat-tho Cooperative Extension Service,Department of Entomology, Box 7613,.North Carolina Stan University,Raleigh,NC
27695.7613.
AMIC—November 11, 1996 '�

("14, SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP' to Minimize Odor She Specific Practices
Farmstead Swine production V etauve-or wooded buffors;
( Recammended best management
acr;cas;
( Goog judgment and common sense
Animal body surfaces Dirty manure-covered animals { Dry floors
Floor surfaces Wet manure-covered floors SS ad floors;
{/7,ear.k
rers located over slotted floors;
{ rs at high and of solid floors;
( crape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush.pit
recharge.or scrape
Parital mieorbial decomposition () Underfloor ventilation
Ventilation exhaust fans` Volatile gases; (7EffJc*
maintenance;
Dust ( nt air movement
Indoor surfaces Dust ashdown between groups of animals
() Feed additives;
{) Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flu nks Agitation of recycled lagoon () Fiusn tank covers
liquid whiles tanks are hiring {} Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agtation during sump tank filling () Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes - conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( Pr er lagoon liquid capacity
Biological mixing Vtorrect lagoon startup procedures
A9u°n () Mi,,Dtmum surface area-to-volume ratio
{ •rumum agitation when pumping
() Mecnanical aeration
{) Proven biological additives
irrigation sprinkler nozzles Hign pressure agitation ( rri ate on d days
g dry with little or no wind
Wind draft (�<ini um recommended operation pressure
(*P, tmO intake near lagoon liquid surface
_ () Pump from socond-stago lagoon
WOC—November 11. 1996

rtorage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while firrn0
()Tank covers
Agitation when emptying () Baain surfacer mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading () Soil injection of slung/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying () Soil infection of slurry/sludgos
or sludge on field surfaces () Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition KProper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Pooriy maintained access roads ( arm access road maintenance
from farm access
Additional Information:
Ave.ilable From:
Swine Manure Managemen=0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-..aunty Extension Center
Swine Production Facility Manure Management:Pit Recharge—lagoon Treatment; EBAE ;28-88 NCSU•l3AE
NFU-8AE
Swine Production Facility Manure Management:Underfloor Ruse—Lagoon Treatment;EBAE 129-88
NCSU-SAE
Lagoon Desig and ManagerrjVfiMfor Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-aAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet
Controlling Odors from Swine Buildings;PiH•33 NCSU-l3AE
nc�Pro NCSU-Swine Extension
environmental Assura
gram:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri _ _
ons
Nuisance Concerns in Animal Manure Management:Odors and Fries;PRO107, 199S Conference Proceedings Rarida Cooperative Extension
The issues checked { ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
certify the aforemertvoned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
MOC—November 11. 1996

MoR7 AL1
T
(check wh J• A GENTFNT
chY 1V1,gNAG
n7eth°dls �flS
• 1 are being im
l
plen?enredl
Burial three feet
any fler owing beneath d the surface
°wing steam o p death, •T e b ri the grow
Aublic body o vva I be a round within 24
{ � afar. t'/eat.30o feed hours
Rendering at a r from
end Bring plant lice
( , used under G.
Complete incineration S. 706- . .
arson 168.7 -
1 fi
des, a case Of dead
• 9n approved by h ultry only, placing
e Departme o f 1 r a disposal
Any method w . Agriculture. pit Of a size an
Qniterrnar/an vouch i * d .
n `he pro feS
approval
pp oav s value with make possibls�Ona/ o
al o f the S out endan a the sap�a'on of she Star
rare Ve 9ertng human ge °T.parr e
terinarian must b of a dead
e a r animal health.
ttached) {wrirten
.i

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATION S
Source Cause BMP's to Minimize Odor
Ste Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( Flush sy
stem is designed and operated .
sufficiently to remove accumulated
soil rrom gutters as designed.
( emove bridging of accumulated solids at
disc rge
Lagoons and Pits Crustad Solids ( aintain lagoons. setting basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no ore than 6-8 inches over more than
3 of surface.
Excessive Vegetative Decaying vegetation Maintain vogetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
=eeoers Feed Spillage
() Design. operate anc maintain feea systems ie.g-
bunkers and troughs) to minimize the accumuiat en
of decaying wastage.
() Clean up spillage on a routine basis (e.g.7-10 day
interval during summer; 15-30 day interval during winter).
=sea Storage Accumulations of feed residues
() Reduce moisture aca:.mulation within and around
immediate perimeter of feed storage areas by
insuring crainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
-%nimal Holding Areas Accumulations of animal wastes
() Eiminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(ii.e.inspect for and remove or break up accumulated
solids as needed).
.11C-146vomber 11. 1996

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7-10 day
Systems interval during summer; 1 S.30 days interval during
winter) where manure is loaded for land app+7cation
or disposal.
() Provide for adequate drainage around manure cux*pjaz.
()Inspect for and remove or break up accunxdn d wastes
in.filter snipes around stockpiles and manure handling
areas as needed.
i he issues checked ( ) pertain to this operation. The landownerintegrator agrees to use sound judgmern in-appl in
insect control measures as practical. Y 9
1 certify the aforementioned insect control Best Managemenr Practices have been reviewed with me.
(Landowner Signature)
=or more information contact-the Cooperative Extension Service,Department of Entomology, Box 7613..North Carolina States University,Raleigh. NC
:769S-7613.
AMIC—November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKUST
Source Cause BMP to Minimize Odor Site Specific Practices
Farmstead Swine production ( V
etaove or wooded buffers;
( commended best management
Pea:
( Go iudgment and common sense
Animal body surfaces Dirty manure-covered animals ( pry floors
poor surfaces Wet manure-covered floors S ad floors;
{�f W rers located over slotted floors;
(��rs at high end of solid floors;
manure buildup from floors;
(} Underfloor ventilation for drying
Manure collection pits Unne GKFreauenr manure removal by;lush,pit
recharge.or scrape
Parital micorbial decomposition {) Underfloor ventilation
Ventilation exhaust fans Volatile gases;
).,fee,
aintenance;
Dust { air movement
Indoor surfaces Dust
asndown between groups of animals
(} Feed additives;
() Feeder covers;
{} Feec delivery downspout extenders to
feecar covers
rr anks Agitation of recycred lagoon
(} Fiusn tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys :+6itauon during wastewater
() Underfloor flush with underfloor
conveyanance ventilation
it recharge points Agitation of recycieo lagoon
(} Extend rocnard lines to near bottom of
liouid while pits are MUng pits with anti-siphon vents
Lift stations Agitation during sump tank filling () Sumo tonic covers
and drawdown
Outside drain collection Agitation during wastewater
or junction boxes {} Box covers
conveyance
-nd of drainpipes at lagoon Agitation during wastewater
{} Extend disenarge point of pipes
undemeath lagoon Iicuid level
_agoon surfaces Volatile gas emissions
( Pr er lagoon liouid capacity
Biological mixing orrect lagoon startup procedures
Agitation
{) Mi um surface area-to-volume ratio
{ .rum
um agitation when pumping
() Macnanical aeration
() Proven biological additives
ngation sprinkler nozies Hign pressure agitation
( rrigate on dry days with little or no wind
Wind draft
( Sirw um recommended operation pressure
(JXirmO intaKe near lagoon liquid surface
(} Pump from second-stage lagoon
'40C—November 11. 1996

I
torage tank or basin Partial microbial decomposition
O Bottom or rrsdlevel loading
surface Mixing while filling () Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drat
npipe outlets underneath liquid
Mixing while filling level -
Agitation when emptying () Remove settled solids r egulerty
Manure, siurry or sludge Agitation when spreading
() Soil injection or slurry/sludges
spreader outlets Volatile gas omissions
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of siu
or sludge on field su es rfac fry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition
Proper disposition of carcasses
Dead animal disoosai Carcass decomposition
()omits Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomolete comoustion
() Secondary stack burners
Ctancing water around Imorooer drainage ( Grade and landscape such that water drains
'aci:ities Microbial decomposition of
away from facilities
organic matter
:Manure tracked onto public Poony maintained access roads
r- ( arm access road maintenance
from`arm access
IF
Additional Information:
Available From.:
Swine Manure Management 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSLLC.sunty Extension Canter
Swine Production Faciiiry Manure Management:Pit Recharge—Lagoon Treatment; EBAE ;G8.gg NCSU-3AE
Swine Production Faciiity Manure Management:Underfloor Ruse—La oon Treatment, E3A E 129-88 N SLLaA c
g c--�^ NCSt1-a.:E
Lagoon Desig and Management for Livestock Manure Treatment and Storage: ESAE 103-23
Calibration of Manure and Wastewater Application isqui ��cBAc Fact Sheet NCSU-c*AE
Dontrolling Odors from Swine Buildings;PiH-33 NCSU-I3AE
=nvironmental Assuranc Program:NPPC Manuel NCSU"S`*ine Extension
Options for Managing Odor;a report from the Swine Odor Task Force NC Pork Produces Assoc
ions
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 199S Conference Proceedings Road a CoopU Agri erative
Extension
p ravve Extension
he issues C-hecked ( )'pertain to this operation. The landowner/integ otor agrees to use so
odor control measures as praC;ical, and judgment in applying
certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
MOC—Novomoor 11, 1296

MoRr
MANAGE
(check
which men FN?' M�?.NQ�S
hod(s) are being implemented
( )
'Burial three fee
a fr f knOwled9e beneath the s
iOwing steam o he death,'surface ce °r the
Public body o burial be
ground within
( water, at least 300 fee¢hours
Rendering at a r r from
endering plant lice
( � completeused under
incineration •
. S. l og_�68.7
( In the case design approv dead Poultry ed by the DeAanly' '°lacing i
{ 'q�Y met rt'�enr Of Ague dlsposal pit Orz
Method whic� culture. a size and
Vererinarian in `he
animal's y would make Professional
approval oa hewithour end the salvage
of the
sta the hu of par State to Veterinarian !man or a of a de
nrmal health, ad
mu/� be attached