510129_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 Pe.rmittee.
1. Farm Number: 51-0129 Certificate Of Coverage Number: AWS510129
2. Facility Name: M&M Farms
_. Landowner's Name(same as on the Waste Management Plan): Dwi�-ht Ma\o
4. Landowner's Mailing Address: 3352 Hi+ti 70 E
City: Smithfield State: NC Zip: 27577-8484
Telephone Number: 919-965-9795 Ext. E-mail:
5. Facility's Physical Address: 1440 Preston Rd
City: Smithfield State: NC Zip: 27577
6. County where Facility is located: Johnston
7. Farm Manager's Name(if different from Landowner):
'8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Goldsboro Milliner Co
10. Operator Name(OIC): Dwistht H.Ma�'o Phone No.: 919-965-9795 OIC#: 18484
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 3,360
Operation Types:
Swine Cattle Dry Poultry Other Types
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
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PoyCOOPER
Gcxertrar
MICHAEL S.REGAN
LINDA CUULPEPPER NORTH CAR'Ot-NA
�7r tAr FnWronmenta►Quality
February 27,2019
Dwight Mayo
M&MFarms
3352 Hwy 70 E
Smithfield,NC 27577-8484
Subject: Application for Renewal ofCoverage for.E'xpiring State General Permit
Dear Penrittee:
Your facility is currently approved for operation' under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deq.nc.Lov/about/divisions/water-resources/water-qualin-regional-onerations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
'Telephone number:[phone]
In order to assure �,our continued coverage under the State Non-Discharge General Permits. you must submitn application for
ermit coverage to the Division. Enclosed ou will find a "Reguest for Certificate of Coverage Facility urn ntly Covered by an
Exnirinp State Non-Discharge General Permit." The application form must be completed, sinned and returned by Anril 3. 2019.
Please note that You must include one t1L cotn of the Certified Animal Waste Management Plan iCAWMPI with the
completed and sinned application form, A list of items included in the CAWMP can be found on gage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
tree to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Raleigh Regional Office,Water Quality Regional Operations Section
Johnston County Soil and Water Conservation District
AFOG Section Central Files-AWS510129
Goldsboro Milling Co
North Caro ^a tiepa-tr ert&E^v'ror rrer is Q ue t', 13 tiffs Dr of Water Resa r�s
�� r v1Z td.Ss sitLr�e St.; 1086 h's e t ze rerter I Rs a;t,Iti�rtfi arcs •a2PS331S36

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 n Unknown) (Cubic Feet) (Square Feet) (Inches)
#I 0 C k {j(.` may I -�f_z_ r�' 26.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(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
h. 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.
8. 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 copy 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
bry�a principal executive officer of the corporation):
Name: ` 1 ' 0 Title: o�Y!"rr-
Signature: Date: �` J
Name: Title:
Signature: Date:
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:2019PermitRenewal@ ned enr.gov
FORM: RENEWAL-STATE GENERAL 02/2019

Animal Waste Manage'entPlan Certification
(Please tvpe or print all information that does not reouire a sienature)
...... ......
R)r_.... anded ease circle oney,
General lnforma ion:
Name of Farm: —Facility No:----
Owner(s) Name: Dwl a h;�- in U ej Phone No-.- 919-!9�_9
-Mailing Address: /VC 2ZZi7'7;?
Farm Location: .County Farm is located in: d eLa AP7
Latitude and Longitude: _35' o7 9 oo- /6- Integrator.attach a copy of a county road map with location identified and describe below eS. ecific:rAd
.4.c
names, directions, milepost,etc.): 0 A314 A
Rot? .5 to,a s-lbl �CtV4 Flo h� C122 92 Z___ZQZ_
(j _J
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals 7:vpe of Cattle No. of Animals
__j Wean to Feeder Z3 Layer :3 Dairy
Feeder to Finish Z!Pullets :1 Beef
Z!Farrow to Wean
Z!Farrow to Feeder
•Farrow to Finish Other Type of Livestock: Number of—Animals:
•Gilts
Z!Boars
...........
.A Mi"' `D* 4........uona:. esrjefi. aaaclm.,
C6
Acreage Available for Application: — Required Acrea!ze:
100/Number of Lagoons/Storage Ponds Total Capacity: _,,J`—�VCubic Feer(ft3)
Are subsurface drains present on the farm: YES or NO
(please circle one)
.If YES:are subsurface drains present in the area of the LAGOON or SPRAY FIELD(p'lease circle.one)
Owner Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing; I (we).understand the operation
and maintenance
ntenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a.new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Servke. The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District- I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water Conservation District prior to
implementation. A chance in land ownership requires written notification to DEM or a new certification tion (if the approved
plan is changed)within 60 days of a title transfer.
Nameof Land Owner : Dlt)i(.1 J) 0
Signature:ZP Date:
Name of Manau
(if Afferentftom owner).-
Signature: Date:
AWC -- August 1,1997 1

.q
Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 1=5A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Managemen
(DEM) as.specified in 15A NCAC 2H.021-7 and the USDA-Natural Resources Conservation Service (NRCS)and/or t
North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-
.0005.The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification (SD, SI,WUP,RC,1), the technical specialist should only certify parts for which they are
technically competent.
II. Certification of Design
A) Collection. Storage Treatment Svstem
Check the appropriate box
:=1 Existhigi facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity: storage capability consistent with waste utilization
requirements.
HI VN &�x d r retrofi�e ,&��s
D)
torage such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): �h s
Affiliation S C W l D !« S«%t 'Date Work Completed: Z 43-,�26a Q
Address(Agenc 6$ i� i `��AJif Phone No.: �/9-JS/-0
Signature: Date: 0�
B) Land Application Site (WUP)
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization;chosen crop is
suitable for waste management;hydraulic and nutrient loading rates. /
Name of Technical Specialist ( ease Pri t):
6415OA --/tJ/LCS PA5Ji-le/ 6 �� ;yam C
Affiliation Date Work Completed:_y/� 95
Address (Agency) vie s vt1 Phone No.:W/ ?—.7.5/`d 7761
Signature: Dater /y'f ,0 41
C) Runoff Controls from Exterior Lots
Check the appropriate box
i �
_ Facility without exterior loot (SD or WUP.or RC)
This facility does not contain any exterior lots.
J Facility with exterior to (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print): 6172l711
nt): 1' 1
Affiliation Z c s - G PA_,. c Date Work Completed:
Address (Agency) �, �� 1c >,��/ : tOCPhone No.:
Signature: °�� yDate: �' a ;f
AWC -- August 1, 1997 2

D). Application and Handling Equipment
Check the appropriate box
D Existing or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
-� accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing.of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are-contained as part of
the plan).
New. expanded. or existing facility without existing waste aWlication equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a,schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). `
New,*exUanded_ or existing facility without existing waste-applicatiomegnipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
Accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either-the specified hydraulic or nutrient loading rates; a schedule for Liming of
applications has been,established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan). `
Name of Technical Specialist (Please Print):
Affiliation Q b 'Vr Date Work Completed:
Address (Agency): f fi AIC g a Phone No.: a 3s '�Yd
Signature: Date:
E) Odor Control, Insect Control, Mortalitv Management and EmerEencv Action Plan (SD.
SI, WUP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,..an Insect
Control Checklist, a Mortality Management:Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Managgement Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action lan are complete and can be im lemznted by this facility.
Name of Technical Specialist(Please Print): � �/ 6,077i
Affiliation 14 c 5 -G" Date Work Completed: /5=�
Address (Agen -aw ON fXc_` �� 3 b" /Q 6 Phone No.:. '25/—099ZI
Signature: ~ li '�7$'3yDate: ' �/ �d�
, F) Written Notice:of'New or Expanding Swine Farm
d) The following signature block is only to be used for new or-expanding swine farms that begin construction after June
21, 1996. If the aciti was built befo a June ll, 1996,when was it constructed or last
expanded dC?L5 JD 3-a/�� t
1(we)certify t I we)have attempted fo contact by certified mail all adjoining property owners and all property owners
who own property located across a public road,stiet,or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-905. A copy of the notice and a list of the property owners notified is
attached_
Name of Land Owner: -i"i 7L
Signature: Date:
Name of Manager(if ifferent fro owner):
Signature- _ Date:.
ANVC » August 1, 1997 3

III. Certification of Installation
A) Coll ion Lora e. Tre nstallation
New. x anded o etrofitted acility (SI)
Ani waste storag and trea t structures,such as'but not limited to lagoons and ponds, have been installs
accordance with the ved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist(Please Print): S '
1t6'0A-NRC 6 _ <r PA A Date Work Completed:
Affiliation
Address (Agency): Phone No.:�f9 S/-4 ZO
Signare: Date:_
tu
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place-on all land as specified in the animal waste management plan.
ea
J Conditional Approval: all required land as specified in the plan is cleared for planting;the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilization plan.
:.l Also check this box if appropriate
if the cropping system as specified in the plan cannot be established on newly cleared land within 30 dav" .._
of this certification,the owner has committed to establish an interim crop for erosion control; j
Name of Technical Spec'alist(P ease Pri
Lt S ply � sh tfiee v'k- C.
Affiliation Date Work Completed:
Address (Age s c� Phone No.:
Signature: Date:_:2 / --Za
This following signature block is only to be used when the box for conditional approval in III.B
above has been checked.
I(we)certify that I(we)have committed to establish the cropping system as specified-in my(our)waste utilization plan,
and if appropriate to establish the interim crop for erosion control,and will submit to DE' a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I(we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me(us)to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods-to minimize the run off of pollutants from lounging and heavy use areas have been installed.as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation
tton Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling E ui ment Installation (WUP or I)
` Check the appropriate block-
Animal waste application and handling equipment specified in the plan is on site and ready for use:
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
J Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
R Conditional approval: Animal waste application and handling equipment specified in the plan has
been purchased and.will be on site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is- installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as pan of the plan.
Name of Technical Specialist (Please Print): � eo-,f- c,
Affiliation d a nip C Date Work.Completed:
Address (Agency): Phone No::_
Signature: Date: -- r
.The following signature block is only to be used when the box for conditional approval in III D
j above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical-Specialist within 15 calendar days following the date specified in.the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us)to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and lViortality Management (SD. SI. WUP. RC or F
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical yS�pecialiist�+(Please Print):ZeS
Affiliation -, Date ork Completed: " 5-- 9
Address (Agenc r t Phone
Signature: Date:
ANVC -- August 1, 1997

Please return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural_Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your files with your Animal Waste Management Plan.
AWC -- August 1, 1997 6

Version—November26,2018
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
a a 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.
D FJ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
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.
a 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 opinionkof 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).
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.
ignature of Far wner/Manager Date
Signature of Te hnical Spec Da e

i
NUTRIENT UTILIZATION PLAN
Grower(s): Dwight Mayo
Farm Name: Circle M Farms
County: Johnston
7Caarrow to Wean
arrow to Feeder
arrow to Finish
ean to Feeder 0
Feeder to Finish 3360
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
1
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner-
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
4
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

t
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,W,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3212 gal/yr gal/yr
Farrow to Feeder 4015 gal/yr gal/yr
Farrow to Finish 10585 gal/yr gal/yr
Wean to Feeder 223 gal/yr gal/yr
3360 Feeder to Finish 986 gallyr 3,312,960 gal/yr
Total 3,312,960 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 lbs/yr Ibs/yr
`} Farrow to Feeder 6.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
Wean to Feeder 0.48 Ibs/yr Ibs/yr
3360 Feeder to Finish 2.3 Ibs/yr 7,728 Ibs/yr
Total 7,728 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 35.78
Total N Required 1st Year: 8978.75
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 8,978.75
Total Nitrogen Produced by Farm: 7,728.00
Nitrogen Balance for Crops: (1,250.75)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Arrea e T Code I Yield Ibs N/Unit Residual !Ac Utilized Code Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
8222 1 4.8 GeB B Mar.-Sept. 4.5 5D 0 225 1080WKSeP
1 50 0 50 240 275 1320
8222 2 3.32 GeB B Mar.-Sept. 4.5 50 0 225 747 1 50 0 50 240 275 913
8222 3 3.32 GeB B Mar.-Se 4.5 50 0 225 747 1 50 0 50 166 275 913
8222 4 3.71 GeB B Mar.-Se 4.5 50 0 225 834.75 1 50 0 50 185.5 275 1020.25
8222 5 4.06 GeB B Mar.-Se 4.5 50 0 225 913.5 . 1 50 0 50 203 275 1116.5
8222 6 4.24 GeB B Mar.-Sept. 4.5 50 0 225 554 K Sep.-April 1 50 0 50 212 275 1166
8222 7 4.42 GeB B Mar.-Se t. 4.5 50 0 225 994.5 K Se ,-�. rii 1 50 0 50 221 275 1215.5
8222 8 4.78 GeB B Mar.-Sept. 4.5 50 0 225 1075.5 K Sep.-April 1 50 0 50 239 275 1314.5
OPTIONAL
8222 9 3.13 GeB B Mar.-Se 4.5 50 0 225 K Sep.-April 50 0 0 0 225 0
Totals: 35.78 7346.25 16325 8978.75
3(a)of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to S!nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acrea e T e Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code A I Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
Totals: 0 0 0 jo
3(b)of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e. small grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 lbs N/bushel
B Hybrid Bermudagrass-Grazed 50 lbs N/ton
C Hybrid Bermudagrass-Hay 50 lbs N/ton
D Corn-Grain 1.25 lbs N/bushel
E Corn-Silage 12 lbs N/ton
F Cotton 0.12 lbs N/lbs lint
G Fescue-Grazed 50 lbs N/ton
H Fescue- Hay 50 lbs N/ton
I Oats 1.3 lbs N/bushel
J Rye 2.4 lbs N/bushel
K Small Grain-Grazed 50 lbs N/acre
L Small Grain-Hay 50 lbs N/acre
M Grain Sorghum 2.5 lbs N/cwt
N Wheat 2.4 lbs N/bushel
O Soybean 4.0 lbs N/bushel
P Pine Trees 40 lbs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/•yr/animal Farm Total/•yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
3360 Feeder to Finish 0.36 1209.6
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1209.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 6048 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 20 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 48.384 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop,and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure,soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
8222 1 GeB B 0.5 1
8222 2 GeB B 0.5 1
8222 3 GeB B 0.5 1
8222 4 GeB B 0.5 1
8222 5 GeB B 0.5 1
8222 6 GeB B 0.5 1
8222 7 GeB B 0.5 1
8222 8 GeB B 0.5 1
(�fy
8222 9 GeB B 0.5 1 ��
6 of 8

Additional Comments:
All land may be grazed. Acres shown are%vetted'acres.
Pull 9 is optional for use. If used, aluminum pipe must be used.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Circle M Farms
Owner: Dwight Mayo
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities,will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Dwight Mayo
Signature:
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Private
Address: 1635 W.Wards Bridge Rd.
Warsaw, N 8398
Telephone: 910 293 P07
Signature: (�
Date
8 of 8

r'
l
r
1
�Go
Well w/100'
offset 9d�
Hog Houses
and
Lagoon �; �,r A� A\/
ca�w,a~•
ago _
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a
pc.se 4
—rye .i I 1-� 1,"- k — aov'

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME ____________________________________=Dwight Mayo
COUNTY ---------------------------------------->Johnston, NC
----------------------------------------
TODAY'S DATE ------------------------------------>November 16, 1999
------------------------------------
SITING LAW DISTANCES OKAY(YES OR NO) ____________>Yes
NUMBER OF PIGS WEANLING TO FEEDER_______________= 0
NUMBER OF PIGS FEEDER TO FINISH __________________= 3,360
NUMBER OF SOWS FAZROW TO WEANLING _____________= 0
NUMBER OF SOWS FARROW TO FEEDER _______________ 0
NUMBER OF SOWS FARROW TO FINISH _________________ 0
NUMBER OF DEVELOPING GILTS ______________________= 0
NUMBER OF STUD BOARS OR GESTATING SOWS =_______% 0
NUMBER OF LAYERS _______________________________> 0
NUMBER OF DAIRY COWS___________________________> 0
NUMBER OF YEARS OF SLUDGE ACCUMULATION =_______= 5
(5 years minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL _______________= 459 FEET
TOP WIDTH AT NORMAL WATER LEVEL_________________- 209 FEET
NORMAL WATER LEVEL ELEVATION ___________________= 39 FEET 3 8,7 0
SEASONAL HIGH WATER TABLE ELEVATION =___________> 38 FEET 39/'v S`t' 7-
LAGOON BOTTOM ELEVATION ________________________% 32 FEET 34 60 e e- PA
DEPTH OF PERMANENT WATER 6.9 feet
(minimum depth including sludge=6 feet)
(maximum depth of sludge =2 feet)
SIDE SLOPES______________________________________= 3 :1
Permanent Volume Required 567,000.0 cubic feet
Permanent Volume Provided 572,186.1 cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ______________> 0 SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEG.) _______________> 0 SQUARE FEET
(I.e..feedlot& non-diverted area)
ADDITIONAL D.A. WITH EVAPORATION ________________- 0 SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE _________________________ 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY_____________> 0 GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE 21.7 INCHES
PERCENT RUNOFF ON VEGETATED AREAS _____________. 30 PERCENT
PERCENT RUNOFF ON NON-VEGETATED AREAS =________= 65 PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE __________> 12.6 INCHES
25YR/24HR STORM RAINFALL________________________> 6.7 INCHES
RUNOFF DEPTH FROM VEGETATED AREAS _____________= 0.0 INCHES
RUNOFF DEPTH FROM NON-VEGETATED AREAS =________- 0.0 INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O) _________________> 1.0 (NUMBER ONLY)
FREEBOARD ______________________________________= 1.0 FEET
Page 1 of 7

ESTIMATED TOP OF DAM ELEVATION _________________ 43.8 FEET
Temporary Storage Volume Needed 406,467.9 cubic feet
Temporary Storage Volume Provided 428,967.9 cubic feet
Top of Dam Elevation = 43.8 feet
Inside Dimensions of Lagoon at Top of Dam
Length 490.0 feet Width 240.0 feet
ESTIMATED DEPTH TO PUMP _________________________ 2.90 FEET
Volume To Be Pumped = 275,147.91 cubic feet
Volume for Estimated Depth = 296,141.74 cubic feet
Begin Pumping Elevation = 41.60 feet
Stop Pumping Elevation = 38.70 feet
DESIGNED BY: [rf7 �G1� }
APPROVED BY:
DATE: �, /,3, -2 d p p DATE:
Page 2 of 7

1. STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. = 0 lbs
3360 head feeder to finishing x 135 lbs. = 453600 lbs
0 sows farrow to weanling x 433 lbs. = 0 lbs
0 sows farrow to feeder x 522 lbs. = 0 lbs
0 sows farrow to finishing x 1417 lbs. = 0 lbs,
0 developing gilts x 150 lbs. = 0 lbs,
0 stud boars or gestating sows x 400 lbs. = 0 lbs
0 layers x 4 lbs. = 0 lbs;
0 head dairy cows x 1400 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 453,600 lbs;
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 = 0 cu. ft.
453600 pounds feeder to finishing x 0.25 = 113400 cu. ft.
0 pounds farrow to weanling x 0.17 = 0 cu. ft.
0 pounds farrow to feeder x 0.17 = 0 cu. ft.
0 pounds farrow to finish x 0.25 = 0 cu.ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 0.125 = 0 cu.ft.
0 pounds of layers x 0.275 = 0 cu.ft.
0 pounds of dairy cows x 0.929 = 0 cu. ft.
TOTAL SLUDGE ACCUMULATION = 113,400 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0 = 0 cu. ft.
453600 pounds feeder to finishing x 1.0 = 453600 cu. ft.
0 pounds farrow to weanling x 0.67 = 0 cu. ft.
0 pounds farrow to feeder x 0.67 = 0 cu. ft.
0 pounds farrow to finish x 1.0 = 0 cu. ft.
0 pounds of developing gilts x 1.0 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 1.0 = 0 cu. ft.
0 pounds of layers x 2.5 = 0 cu. ft.
0 pounds of dairy cows x 1.0 = 0 cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 453,600.0 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 567,000.0 cu. ft.
Page 3 of 7

4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 38.7 feet
Construct lagoon bottom to elevation (finished) 31.8 feet
Lagoon size for normal lagoon liquid volume using prismodial formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3 3 3 3 6.9
AREA OF TOP
LENGTH x WIDTH
459.4 209.4 96198.4 square feet
AREA OF BOTTOM
Lb x Wb
418.0 168.0 70224.0 square feet
AREA OF MIDSECTION
Lm x Wm
438.7 188.7 82782.7 square feet
CU.YD. = [AREA TOP+ (4*AREA MIDSECTION)+AREA BOTTOM] *DEPTH/6
96198.4 331130.8 70224.0 1.2
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 572,186.1 cu.ft.
VOLUME NEEDED = 567,000.0 cu. ft.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 459.4 FEET LONG BY 209.4 FEET WIDE
5. DAM
Place spoil as a continuos dam to elevation 43.8 feet.
Page 4 of 7

6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dam)
Length x Width
490.0 240.0 117600.0 square feet
Additional Drainage Area Without Evaporation
Vegetated 0.0 square feet
Non-Vegetated 0.0 square feet
Additional Drainage Area With Evaporation
0.0 square feet
TOTAL DA 117600.0 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
0 head weanling to feeder x 0.5 gals/day = 0 gals/day
3360 head feeder to finishing x 2.3 gals/day = 7728 gals/day
0 sows farrow to weanling x 7.2 gals/day = 0 gals/day
0 sows farrow to feeder x 8.0 gals/day = 0 gals/day
0 sows farrow to finish x 23.0 gals/day = 0 gals/day
0 developing gilts x 2.5 gals/day = 0 gals/day
0 stud boars or gestating sows x 6.7 gals/day = 0 gals/day
0 layers x 0.045 gals/day = 0 gals/day
0 head dairy cows x 22.0 gals/day = 0 gals/day
TOTAL VOLUME OF WASTE = 7,728.0 gals/day
Volume= 7728 gals/day x 180 days in the pumping
cycle divided by 7.48 gallons per cu.ft.
Volume= 185,967.91 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 9.1 inches
Volume = Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume = 89,180.00 cubic feet
Page 5 of 7

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USDA ?1?11 11.., q 939
TO: Chris Smith
NRCS SUBJECT: ENG—Dwight Mayo Swine Waste
201 St.Andrews Street Management System
Room 138 Johnston County, NC
P.O.Box 10
Tarboro,NC
27886 DATE: January 13, 2000
Telephone vjfz,&�/'
P FROM: Joy Sherrod
[phone]
I have reviewed the proposed waste treatment lagoon design for
Dwight Mayo. I understand when the existing lagoon was
constructed, the operator did not stock hogs. He now wishes to do so;
however,the Division of Water Quality is requiring him to meet
present NRCS standards. Mr.Mayo's operation does not have to
meet the present siting distances.
I have reviewed your design on expanding the existing lagoon. The
additional one foot in height and 140 feet in length does provide the
lagoon volume required by our present standards.
If I can be of further assistance,please let me know.
i

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Operator_,__
Count
Date=y
s (farrow reside --___ ___-_-_===->Dwight AJohnson T
HewSuws (farrow to fin,h) (other
than owns >10/11/g THE po O
Head
(finishin feeder)_-_ _ -_==r)`=> g 4 COMMANDS WING
d (farro g)___________ _____ __> 75 AVAILAB ARE
Head (wean to wean)__--- _ - -- �> `�NYWHE LE FROM
Storage vo ° feeder)______________________> THE p RE IN
Treat lume for - __= 3360 ROGRAM:
men( 'Volslud - - _�__ _>
Inside Inside to P 1 ngth (min_ 1g ruc fm. Cu-ft.)___> To PRIM DES
Top. of tOP width== - t' Per lb.)=--> 0 �zz DESIGN:
FreebOa ddike at elevation___= - —_ ____ ___> 1.0 TO CLEAR Slopes____=-- _--`_=____- -__> 2 50 1cd EAR DESIGN:
Bottom of 24 hour ral= __ 42, 80 T
T°tal require lagoon at el va 1 _-________=_> 1.0. O` QUIT W/O SAVE
Total des d volume= Lion== ________'__ --_�> 3. 0
Design ign volume V-_____-- - => 6.8 To
Min, re u d PumPin leailable______> 6676 l;r 31.8p. GOTp SEEDING:
Trmt, Vol.
treat�entat1On=_==___> 693880,/ 1sr I
1, a star _ __ o
Des - t end VOlume - -
g
Min• require r t Pumpingmeing avail.__`> 453600 3g•10 ; TO PRINT SPECS.
D ed lev.==__ _> \PC
esign Vol Perm. + t --____________474355
Seasonal at start temp. Vol ume= To
NOTE! high Water Pumping avail > 642839 41.2o.. PRINT o 4 M:
Verif table elevation.l'> 643027 \PO
at m
��ign temp. temporary v , storage is -_ > 3 TO GOTo
Vol. avail °lwne===_-_> adequate: 7' 70 1wu WASTE U:
214081
-> 219445

Operator:Dwight Mayo County: Johnson Date: 10/31/94
Distance to nearest residence (other than owner) :
975 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. - 0
0 Sows (farrow to feeder) X 522 lbs. 0
3360 Head (finishing only) X 135 lbs. _ 453600
33 lbs. 0
0 Sows (farrow to wean) X 430 lbs. - 0
0 Head (wean to feeder) X
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 453600
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 453600 lbs. SSLW X Treatment Volume C1h. SSLW
Treatment Volume CF/lb. SSLW= /1b
LW
Volume = 453600 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION oa�y)er- re, , //
J/uCf c'_-
Volume = 0 cubic feet
4 . TOTAL DESIGN VOLUME
Inside top: length 350 feet width 256 feet
Top of dike at elevation 42 .80 feet 3 . o• l(inside)
Freeboard 1.0 feet Side slopes
Total design lagoon liquid level at elevation
feet
feet
Bottom of lagoon at elevation
Seasonal high water table elevation 37 .70 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3 .0 3 .0 3 .0 3 . 0 344 . 0 250.0 10.00
AREA OF TOP
LENGTH X WIDTH
344 250 86000 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
284 190 53960 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
314 220 276320 (Area of Midsection X 4)
CU. FT. = [Area top+(4XArea Midsection) +Area Bottom] X Depth/6
2
86000 276320 53960
FT.
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 693800 CU.

5 , TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width = 89600 Square Feet
350 256
Buildings (roof and lot water)
Length X Width = 0 Square Feet
0 0
TOTAL DA 89600 Square Feet
Design temporary storage to be
180 days.
A. Volume of waste produced
/LB SSLW 0.00136
Approximate daily production of manure in CF 180
Volume = 453600 Lbs. SSLW X CF of waste/lb/day X
Volume = 111041 Cubic feet
B. Volume of wash water floors or
washing
sh y
This is the amount of fresh water used system. Flush systems
volume of fresh water used for a flu
that recirculate the lagoon water are accounted for in 5A.
180 days storage/7.48
Volume = 0 Gallons/day X gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
_ 7 . 0 inches
18o days excess rainfall
Volume =
7 . 0 Inches X DA / 12 inches per foot
Volume = 52266. 667 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume =
6.8 inches / 12 inches per foot X DA
Volume = 50773 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
!� 5A. 111041 Cubic feet
5B. 0 Cubic feet
5C. 52267 Cubic feet
5D. 50773 Cubic feet
TOTAL 214081 Cubic feet

1
6. SUMMARY
Total required volume = 667681 Cubic feet
Total design volume avail.= 693800 Cubic feet
Min. regrd. trtmnt. vol. plus sludge accum.= 453600 Cu. Ft.
At elev. 39.10 Ft; Vol= 474355 Cubic feet
(end pumping)
Total design volume less 25yr-24hr storm =
_ 643027 Cu. Ft.
At elev. 41.20 Ft; Vol= 642839 Cubic feet (start
Pumping)
Seasonal high water table elevation is 37. 70 Feet, which must
be lower than the elevation of top of treatment volume 39.10
DESIGNED, BY:
APPROVED BY:
C,
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
,ADDITIONAL NOTES:
1

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ESTIMATED TOP OF DAM ELEVATION 43.8 FEET`
Temporary Storage Volume Needed 637,602.6 cubic feet
Temporary Storage Volume Provided 180,102.0 cubic feet
Top of Dam Elevation = 43.8 feet
Inside Dimensions of Lagoon at Top of Dam
Length 500.6 feet Width 240.6 feet
ESTIMATED DEPTH TO PUMP _________________________ 2.50 FEET
Volume To Be Pumped = 369,106.37 cubic feet
Volume for Estimated Depth = 286,312.50 cubic feet
�`•�°� �"r �
Begin Pumping Elevation = 43.70 feet
Stop Pumping Elevation = 41.20 feet
DESIGNED BY: APPROVED BY:
DATE: DATE:
Page 2 of 7

1. STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. = 0 lbs
3360 head feeder to finishing x 135 lbs. = 453600 lbs
0 sows farrow to weanling x 433 lbs. = 0 lbs
0 sows farrow to feeder x 522 lbs. = 0 lbs
0 sows farrow to finishing x 1417 lbs. = 0 lbs
0 developing gilts x 150 lbs. = 0 lbs
0 stud boars or gestating sows x 400 lbs. = 0 lbs
0 layers x 4 lbs. = 0 lbs
0 head dairy cows x 1400 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 453,600 lbs Ok-_
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 = _0 cu. ft.
453600 pounds feeder to finishing x 0.25 = cu.ft.
0 pounds farrow to weanling:x 0.17 = 0 cu. ft.
0 pounds farrow to feeder x 0.17 = 0 cu. ft.
0 pounds farrow to finish x 0.25 = 0 cu. ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 0.125 = 0 cu. ft.
0 pounds of layers x 0.275 = 0 cu. ft.
0 pounds of dairy cows x 0.929 = 0 cu. ft.
TOTAL SLUDGE ACCUMULATION = 113,400 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder x 1.0 = 0 cu. ft.
453600 pounds feeder to finishing x 1.0 = 453600 cu._ft.
0 pounds farrow to weanling x 0.67 = 0 cu. ft.
0 pounds farrow to feeder x 0.67 = 0 cu. ft.
0 pounds farrow to finish x 1.0 = 0 cu. ft.
0 pounds of developing gilts x 1.0 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 1.0 = 0 cu. ft.
0 pounds of layers x 2.5 = 0 cu. ft.
0 pounds of dairy cows x 1.0 = 0 cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 453,600.0 cu.ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE _ ' 567,000.0 cu. ft. "' r
Page 3 of 7

1 4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 4.1-.2. feet
Construct lagoon bottom to elevation (finished) 31.8 feet
Lagoon size.for normal lagoon liquid volume using prismodial formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3 3 3 3 9.4
AREA OF TOP
LENGTH.. X. WLDTfi
485.0 225.0 109125.0 square feet
AREA OF BOTTOM
Lb x Wb
428.6_ 168.6_. 72262.0-square feet
AREA OF MIDSECTION
Lm- k Wm-...
456.8 196.8 89898.2 square feet
CU_YD_= pREA-T..OP+ (4kAREA-MIDSECTI04+AREA.BOTTOM] *DEPTH16
109125.0 359593.0 72262.0 1.6
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 847,535.2 cu.ft.
VOLUME NEEDED = 567,000.0 cu.ft.
THE.SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 485.0 FEET LONG BY 225.0 FEET WIDE
5. DAM
Pfaee-spoil-as-a eontimes-danr-to-elev-atiorr- 43.8 feet.
Page 4of7

6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dam)
Length x Width
500.6 240.6 120444.4 square feet _\
Additional Drainage.Area Without Evaporation �-
Vegetated 0.0 square feet
Ron-Vegetated 0.0 square feet
Additional Drainage Area With Evaporation
120000.0 square.feet--T -
E
TOTAL DA 224644 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
0 head weanling to feeder x 0.5 gals/day = 0 gals/day
3360 head feeder to finishing x 2.3 gals/day = 7728 gals/day
0 sows farrow to weanling x 7.2 gals/day = 0 gals/day
0 sows farrow to feeder x 8.0 gals/day = 0 gals/day
0 sows-farrow to fuitsh.x 23.0 galslday _ 0 gals/day
0 developing gilts x 2.5 gals/day 0 gals/day
0 stud boars or gestating sows x 6.7 gals/day = 0 gals/day
0 layers x 0.045 gals/day = 0 gals/day
0 head daily cows.x.22 Qgals/day =
0 gals/day
TOTAL VOLUME OF WASTE = 7,728.0 gals/day
Volume.= 7728 gals/day x 180 days.in the pumping
cycle divided by 7.48 gallons per cu.ft.
Volume_= i 1.85,9.67_9.1 cubic feet o
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 9.1.4_inches
Volume=Volume from lagoon+volume from feedlots, etc_+volume from.other sources
Volume = '133,138.45 cubic feet
Page.5 of 7

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or volume of fresh water
used for a flush system. Flush systems that recycle the lagoon water are accounted
for in 6A.
Volume= 0 gallons/day x 180- days-in-pumping
cycle divided by 7.48 gallons per cubic foot.
Volume= 0:00- cubic feet
6D. Volume of 25 year-24 hour storm `.
Volume_Volume from tagavn +volume from feedlots, etc. +volume from other sources
Volume= -4=34,24840 cubic feet _2.�f ';
6E. Volume of"Heavy Rain"
Volume =Volume from lagoon +volume from feedlots,etc. +volume from other sources
Volume= .134,248 10 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 18596-7.9-1 cubic feet of waste-
66. 183138.45 cubic feet of excess rainfall
6C. 0.00- cubic feet of fresh-wash.water
6D. 134248.10 cubic feet of 25yr-24hr storm water
6E. 134248.10 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 637,602.57 cubic feet
7. DEPTH OF STORAGE REQU-IRED(ABOVE NORMALLIQUID ELEVATION OF LAGOON}
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 43.80 FEET ELEV.
AREA OF BOTTOM 1.09-125.0 sq. ft.
AREA OF TOP = 116033.2 sq. ft.
AREA OF MID-SECTION = 112556.0 sq_ft.
VOLUME PROVIDED = 180101.95 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 43.8 FT.
ARE: 500.6 FEET BY 240.6 FEET
Page 6 of 7

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
— ----__=
CLIENTS NAME Dwight Mayo
__________________________________
COUNTY ________________________________ Johnston, NC
— ------->November 16, 1999
TODAY'S DATE ____________________________________
SITING LAW DISTANCES OKAY(YES OR NO) ____________>Yes
NUMBER OF PIGS WEANLING TO FEEDER_______________ 0
NUMBER OF PIGS FEEDER TO FINISH __________________= 3,360
NUMBER OF SOWS FARROW TO WEANLING _____________= 0
NUMBER OF SOWS FARROW TO FEEDER _______________ 0
NUMBER OF SOWS FARROW TO FINISH _________________ 0
NUMBER OF DEVELOPING GILTS_____----------_______'
0
NUMBER OF STUD BOARS OR GESTATING SOWS =_______= 0
NUMBER OF LAYERS _______________________________' 0
NUMBER OF DAIRY COWS________________________ 0
f5�.
NUMBER OF YEARS OF SLUDGE ACCUMULATION
(5 years minimum unless retrofit)
�y
TOP LENGTH AT NORMAL WATER LEVEL _______________= 459 FEET :., o
TOP WIDTH AT NORMAL WATER LEVEL_________________= 209 FEET
39 FEET 3 8,2
NORMAL WATER LEVEL ELEVATION ___________________� S4 H T
SEASONAL HIGH WATER TABLE ELEVATION =___________> 38 FEET E7
LAGOON BOTTOM ELEVATION ________________________' 32 FEET 3460
DEPTH OF PERMANENT WATER 6.9 feet
=� (minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
SIDE SLOPES 3 :1
Permanent Volume Required 567,000.0 cubic feet
Permanent Volume Provided 572,186.1 cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED) ______________> 0 SQUARE FEET
ADDITIONAL DA W/O EVAP. (NON-VEG.) _______________> 0 SQUARE FEET
(I.e.. feedlot& non-diverted area)
ADDITIONAL D. A. WITH EVAPORATION 0 SQUARE FEET
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE _________________________ 180 DAYS
GALLONS OF FRESH WATER ADDED DAILY 0 GALLONS
NORMAL RAINFALL FOR PUMPING CYCLE 21.7 INCHES
PERCENT RUNOFF ON VEGETATED AREAS _____________ 30 PERCENT
PERCENT RUNOFF ON NON-VEGETATED AREAS =________= 65 PERCENT
NORMAL EVAPORATION FOR PUMPING CYCLE __________> 12.6 INCHES
25YR/24HR STORM RAINFALL________________________' 6.7 INCHES
RUNOFF DEPTH FROM VEGETATED AREAS _____________= 0.0 INCHES
RUNOFF DEPTH FROM NON-VEGETATED AREAS =________= 0.0 INCHES
INCLUDE HEAVY RAIN (YES=1, NO=O) _________________> 1.0 (NUMBER ONLY)
--------_:FREEBOARD 1.0 FEET
_____________________________________
Page 1 of 7

ESTIMATED TOP OF DAM ELEVATION __________________= 43.8 FEET
Temporary Storage Volume Needed 406,467.9 cubic feet
Temporary Storage Volume Provided 428,967.9 cubic feet
Top of Dam Elevation = 43.8 feet
Inside Dimensions of Lagoon at Top of Dam
Length 490.0 feet Width 240.0 feet
ESTIMATED DEPTH TO PUMP _________________________ 2.90 FEET
Volume To Be Pumped = 275,147.91 cubic feet
Volume for Estimated Depth = 296,141.74 cubic feet
Begin Pumping Elevation - 41.60 feet
Stop Pumping Elevation = 38.70 feet
1e/
DESIGNED BY: a., tic'F APPROVED BY:
DATE: ,t l G 0 ® DATE:
Ve
4
L13 1 li3
Page 2 of 7

1 STEADY STATE LIVE WEIGHT
0 head weanling to feeder x 30 lbs. = 0 lbs
3360 head feeder to finishing x 135 lbs. = 453600 lbs
0 sows farrow to weanling x 433 lbs. = 0 lbs
0 sows farrow to feeder 522 lbs. = 0 lbs
0 sows farrow to finishing x 1417 lbs. = 0 lbs;
0 developing gilts x 150 lbs. = 0 lbs
0 stud boars or gestating sows x 400 lbs. = 0 lbs
0 layers x 4 lbs. = 0 lbs
0 head dairy cows x 1400 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLM = 453,600 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0 pounds weanling to feeder x 0.25 = 0 cu. ft. /
453600 pounds feeder to finishing x 0.25 = 113�400 cu. ft.
0 pounds farrow to weanling x 0.17 = 0 cu.ft.
0 pounds farrow to feeder x 0.17 = 0 cu. ft.
0 pounds farrow to finish x 0.25 = 0 -cu. ft.
0 pounds of developing gilts x 0.25 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 0.125 = 0 cu. ft.
0 pounds of layers x 0.275 = 0 cu.ft.
0 pounds of dairy cows x 0.929 = 0 cu. ft.
TOTAL SLUDGE ACCUMULATION = 113,400 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0 pounds weanling to feeder 1.0 = 0 cu.ft.
453600 pounds feeder to finishing x 1.0 = 453600 cu.ft.
0 pounds farrow to weanling x 0.67 = 0 cu. ft.
0 pounds farrow to feeder x 0.67 = 0 cu. ft.
0 pounds farrow to finish x 1.0 = 0 cu. ft.
0 pounds of developing gilts x 1.0 = 0 cu. ft.
0 pounds of boar studs or gest. sows x 1.0 = 0 cu. ft.
0 pounds of layers x 2.5 = 0 cu. ft.
0 pounds of dairy cows x 1.0 = 0 cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON = 453,600.0 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE = 567,000.0 cu. ft.
Page 3 of 7

4. NORMAL LAGOON LIQUID LEVEL
Maintain normal lagoon liquid level at elevation 38.7 feet
Construct lagoon bottom to elevation (finished) 31.8 feet
Lagoon size for normal lagoon liquid volume using prismodial formula:
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 DEPTH
3 3 3 3 6.9
AREA OF TOP
LENGTH x WIDTH -
459.4 209.4 96198.4 square feet
AREA OF BOTTOM
Lb x Wb
418.0 168.0 70224.0 square feet
AREA OF MIDSECTION
Lm x Wm
438.7 188.7 82782.7 square feet
CU.YD. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM]*DEPTH/6
96198.4 331130.8 70224.0 1.2
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL = 572,186.1 cu. ft.
VOLUME NEEDED = 567,000.0 cu. ft.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 459.4 FEET LONG BY 209.4 FEET WIDE
5. DAM
Place spoil as a continuos dam to elevation 43.8 feet.
Page 4 of 7

6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dam)
Length x Width
490.0 240.0 117600.0 square feet
Additional Drainage Area Without Evaporation 0.0 square feet
Vegetated
Non-Vegetated 0.0 square feet
Additional Drainage Area With Evaporation 0.0 square feet
TOTAL DA 117600.0 square feet
Pumping cycle to be 180 days.
6A. Volume of waste produced
= 0 gals/day
0 head weanling to feeder x 0.5 gals/day = 7728 gals/day
3360 head feeder to finishing x 2.3 gals/day _ 0 gals/day
0 sows farrow to weanling x 7.2 gals/day = 0 gals/day
0 sows farrow to feeder x 8.0 gals/day = 0 gals/day
0 sows farrow to finish x 23.0 gals/day = 0 gals/day
0 developing gilts x 2.5 gals/day = 0 gals/day
0 stud boars or gestating sows x 6.7 gals/day = 0 gals/day
0 layers x 0.045 gals/day = 0 gals/day
0 head dairy cows x 22.0 gals/day
TOTAL VOLUME OF WASTE = 7,728.0 galslday
Volume =
7728 gals/day x 180 days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume= 185,967.91 cubic feet
6B. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 9.1 inches
Volume= Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume = 89,180.00 cubic feet
Page 5 of 7

6C Volume of fresh water added
This is the amount of fresh water used for washing floors or volume of fresh water
used for a flush system. Flush systems that recycle the lagoon water are accounted
for in 6A.
Volume= 0 gallonslday x 180 days in pumping
cycle divided by 7.48 gallons per cubic foot.
Volume= 0.00 cubic feet
6D. Volume of 25 year-24 hour storm
Volume=Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume = 65,660.00 cubic feet
6E. Volume of"Heavy Rain"
Volume =Volume from lagoon +volume from feedlots, etc. +volume from other sources
Volume= 65,660.00 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 185967.91 cubic feet of waste
6B. 89180.00 cubic feet of excess rainfall
6C. 0.00 cubic feet of fresh wash water
6D. 65660.00 cubic feet of 25yr-24hr storm water
6E. 65660.00 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 406,467.91 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 43.80 FEET ELEV.
AREA OF BOTTOM = 96198.4 sq. ft.
AREA OF TOP = 113256.0 sq. ft.
AREA OF MID-SECTION = 104575.9 sq. ft.
VOLUME PROVIDED = 428967.91 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 43.8 FT.
ARE: 490.0 FEET BY 240.0 FEET
Page 6 of 7

8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 185967.91 cubic feet of waste
6B. 89180,00 cubic feet of excess rainfall
6C. 0.00 cubic feet of fresh wash water
TOTAL VOLUME TO BE PUMPED= 275,147.91 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 96198.36 sq.ft.
AREA OF TOP = 108138.24 sq. ft.
AREA OF MID-SECTION = 102092.61 sq. ft.
PUMPING VOLUME PROVIDED - 296,141.74 cubic feet
Page 7 of 7

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------�'`'-��-------------

OH-Vers-2.0 US Department of Agriculture
Soil Conservation Service
QUANTITY CALCULATIONS
prepared for
DWIGHT MAYG
in
Johnston Counter, NC
Designer : CWS Checker G�
Date : 12/21/99 Date
-
Job Number 001
** Excavation ** ** Fill **
Bot Left Right Off-CL CL Dist Area Volume Area Volume
didth SS SS (ft) Sta (ft) (SgFt) (Cu.Yds) (SgFt) (Cu.Yds)
128 3 :1 3 :1 336 .0 3+64 84 . 0 0 .0
36 1395 .4 0 .0
128 3 :1 3 :1 336 .0 4+00 2009 .2 0 .0
50 3092 .1 0 .0
128 3 :1 3 :1 336 .0 4+50 1330 .3 0 .0
50 2473 .8 0 .0
1 � 3 : 1 3 :1 336 .0 5+00 1341 .5 0 .0
14 695 .4 0 .0
128 3 : 1 3 :1 336 .0 5+14 1341.0 0 .0
8 371 .1 0 .0
128 3 :1 3 :1 336 .0 5+22 1164 .2 0 .0
Total = 8027 .9 1 Total = 0 .0

--r•... ..,..- 1. vl n6i1UUJcure NC-E14G-L2(J )
Soil ConservaC ;.o:; Service 8/72
VOLUME ESTIMATE FOR EARTH EMBANKMENT
Name
\ddress
Embankment: Top Width Side Slopes
•-.r ,
FILL SUM OF DOUBLE
STATION HEIGHT END AREA END AREAS DISTANCE VOLUME
(Feet) (Sq.Ft. ) (Sq.Ft. ) (Feet) (Cu.Ft. )
_.,
• I
4 QC/ 2 5
01 'o
' I
2 `y
I
i
I
i
I
- I
� I -
Double Volume of Fill - 2 = �Cu. Ft.
2. Vol=e of embankment f'_l'_ ( line 1 = - t Cu. Yds.
�• Allowance for settlement ( 5 or 10% cf l_ae 2) = Cu. Yds.
Total cubic yards ( lire 2 t line 3 1 = :Cu. Yds.
' Comp�Led by l}. Date

rJ
U. S. Department of Agriculture NC-ENG-17a
Soil Conservation Service 8/72 (file code ENG-12)
END AREA COMPUTATIONS FOR DAMS - COORDINATE METHOD
Location Site Computed By Date
Watershed Item Checked By Date
Remarks:
Sta. ^p< Elev. o.-�' - 3 ,9,D, G.R. T.W. D.E.A. ( ) x .5 = E.A. ( )
Sta. ±20 Elev. G.R. T,W, D.E,A. ) x .5
ice;�,..� %.� �?('� ;C?•1,',?`^ 02�a,�j7 er':��s^�;'' �UcS f!� %' '+:_; '
Sta, .; _�J Elev. G.R. T.W. D.E.A. ( ) x .5 = E,A. (_ - )
Yh
SOS F }� 'o t• ?y w:.y
Sta. Elev. G.R. T.W. D.E.A. ( ) x ,5 = E.A, ( )
lJ'^� /u]na
r
LT
fJ' D ✓..S� 'j�-iJll' ,4','.v'n 1',%YlC -+.:i, .:.�._�.� .., J�:^ .. ,l -
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i'

r -
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ews
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40
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TY I
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X
111_11-2-400

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30 'ik3,.19e v 3 so.
,2 5- 300 Sv vv 5 5 � spa
, 4-7� > '
. Sa �31-53 'Wl35 ,F�9�3 . 3fz'-5�3 a��'d 9�dv
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y

UNTTED ST
-� ='.G cICUL` UFZE SERVICE
------------------------------------------------------------
t,A.STE M-P�NACEMENT FACILITY SITE EVALUATION
!1 GENERAL INFORMATION -- {
------ LOCATT_( � a
------------------
i ------------------------ ------------------
TELEPHOIJE-pJ9 s__971 __--- SIZE OPERATION-;�T'-'q-!�'_$yes
LOCATION DATA
DISTANCE pROM NEAREST RESIDENCa NOT 014KFD $Y 97s �:« re. ee
9? _ �. .. �Ya-.se To irrel- Fe�t i'ost-1h
PRODUCER FT- Meld as r�frehc c /
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO-v--
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" ,/
PERENNIAL STREAM? YES- -- NO----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY?
YES----- NO----
If yes, landowner should consult with local zoninc board
about required permits. Permits must be obtained-prior
I to design approval.
{ Are utilities in construction area? YES----- NO
—
If If yes, see Part 503 of the National Engineering Manual
and follow policy. -
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1
S

jWETLANDS
TNVOLVE
'.C',-C 10PLAND? %ES--- *:G ✓ I
If yes, producer must complete a For:_ AD-1026 j
-LT ZCTION RESULT IN S; A?,IPBUSTING? i ES---- NO.
ETI-AINDS ARE INVOLVED, IT IS THE RESPONSIBILITY C=
P?0D1 C-- TO CONTACT THE US ARR'Y CORP OF ENGINEERS D
DTVrcIO\' OF ENVIRONMENTAL MANAGFMENT TO DETERMINE IF
--"DI—.TONAL PERMITS ARE REQUIRED. NO c ?TT_?
Q NDS SHOULD Ra.;
I Al"RED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM
US ,•.R_MY CORP OF ENGINEERS AND NC .DIVTSTON OF ENVTF;ONM.Ej!,j. SL"
! M-I.NAGE� F NT
i
to copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
I IS ENDANGERED AND/OR THREATENED SPECIES HABITAT � 1
I
i PRESENT? YES---- NO—
IS A D�STGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR S3ILL PLANNED ACTIONS IMPACT ON F.N'
ADJACENT NATURAL SCENIC AREA? YES---- NO----
I IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE/
PLANNED AREA? YES---- NO-✓
i ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPO13.TANT
J FARMLANDS IN THE OPERATING UNIT? YES--VV-- NO--
i WTLT. THE ACTION RESULT IN SODBUSTING? YES---- NO-
If yes to any ,of these questions, refer to form NC-Cry-; �
1
for policy sources_ The form does not need to be
completed.
ODOR CONTROL
I rA.S ODOR CONTROL- BEEN DISCUSSED WITS PRODUCER.
. . . . . . . . PREDOMINA.NT WIND DIRECTION? YES---- NO----
! POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU. FT. UPWARDS TO `/
3 CU_ FT. /LB- OF ANIMAL? YES-"-- NO---
. . . PRECHA.RGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
i
CAPACITY? YES---- NO---
. . . . . . . . GOOD SOUND JUDGMENT IN /
i
LAND APPLICATION OF WASTE? YES-`-- NO---
Page 2

WASTE !-tANAGEDIENT
PRO'iF
NO, DOES :PRODUCER HAVE ACCESS T-
MORE LA!,,*-D. --'
I!F LAND IS NOT OIN-NED BY PRODUCE.R
CAN PRODUCER GF7 AGREEMENT ON
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGAT ON
SHEET ATTPCH q-;A ED _�-.7y CIV
IS SOIL SUITABLE FOR LAGOON? V F- JIZ---
IS CLAY LINER REQUIRED? N.0
NO
IF YES, IS CLAY AVAILABLE ONSITE? YES-✓-- NO------
j IS QUESTIONABLE--------
CORE TRENCH REQUIRED? VES------
NO------
(Attach soil investigation sheet to site evaluation- )
lrol'eol
SITE APPROVED YES----- NO------ C OIN'D T TTOINAL--'�
1 L�.
COT-LM-ENTS----------
z 0,a s)y 'z z J
1 2 e- +
e-e
---)r
THIS SITE INVESTIGATION I;L/11VA ID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN
4VALIDATED
PERIOD. UNDUE DELAYSN �,OR HESITANCY IN CONSTRUCTTO --14 y
REQUIRE THAT SITE EV'pLUATIOq2B1E-:h .
SIGNATURE-- '- -- ---- DATE
Page

utri
i25i�
\
� '�^,' �� a? "'� O � em-� '�_� �T\ �' � ���' �- Cem �- -� , -• y
- �•a- SC ice.:/ •� 4 � � !/�=
�1
`-Cem
'.--���� r � `1 � :\` r.—r` '. II l�l I'!'• `= �. - �,1�h/.=___-_� �.L/�I `✓\\.1�1j� F/ �•�
2515
Cer
7517
so
2309
\ �' Burrs• mp 25s3 � _ '__ _ •� � i '�c '
Cem• --
; - -
_ f — ,— Ce
Jb
143
14
99
04Oda a�o�
112X
Cem G `
• t _

LAGOON DESIGN CHECK LIST
Z. Copy of 026 and supporting maps included -if clearing involved.
/ (including access roads and waste application system sites)
/V/A `2. Dam Safety Exclusion
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
3 . Storage Volumes
of designed volume exceeds needs
b✓ all temporary storage is. designed above the seasonable high
water table.
cf, minimum of 6 feet treatment volume depth available
d;/ no sludge storage statement included if landowner so requests
4'�/ Operation & Maintenance Plan (sheet included)
a:/ begin and end pump-out elevations shown
�5 . Location Sketch (included)
a�/ distance and direction to nearest residence shown
b< road numbers shown
c north arrow shown j
s � -'6 . Hazard Classification Sheet (NC-ENG-34 included)
a:` distance to nearest stream in event of dike failure shown
60 b , distance to nearest public road in event of failure shown
c,:' topo map of area to support a & b above included
7 . Waste Utilization Plan (included)
a-!/ all tracts, field numbers, field acreage, (available acres
excluding buffers for ditches, roads, homes, property line,
etc. ) crops shown
b. signatures of producer & person preparing plan
,v c. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
ci. legible ASCS maps of effluent disposal fields included
e. legible soil survey sheets showing all effluent disposal
fields included
f. suitability of soils for crops planned assured
✓g. attachment "B" on sampling procedure included
8". Soil Investigation Sheet (SCS-ENG-538 included)
a°:.. minimum of three borings on Class IV & V lagoons
b borings 2. 0' below designed bottom of lagoon
c ':%location & elevation of borings in relation to grid survey
d:j seasonal high water table at highest elevation
e: borrow area location shown

2� De-S;cJ n Rr" i4 ire rnen/1
7/1
/ ✓ �b�ee ! �� 41 ,eGl l�Arr1F bb 2(1 S
/e 7a/ P,5�yJ Vb/u vn e XV4a 11[e t"U 3800 Fi
/ ZXcaUz.�/gin �l�luvne ��i oc �s /3(o /i J C4sidr ?c�.C/
f / alukre �, k� �, tigcch ��CL C±[�.y�3 PC, E _ csa. Oj
is`77 0
S C�3 C'v, t Q� — G/-� C/v - C��� ir�G �•,4 « t
�r C 4;e j �/
y
yT c'c)v5 7T O�, c� �J'�.aU �aYvduJ czvecc //ur�{7 :tee, e c
Q. A-oo I Se/ GL c7r C-!� /1�a/Writ l /5 /7c�ec cl
� C-

��COOV SUIL'I\l:Y 511LL'1 & TYPIC IL CROSS-SECT10" Ij
(op Width _ e
S--ttic d top of dunl:-!M' •0— p j3•� lCo_1Struct top of cJZ,cl
Fill Yardage: See gyl"j
I Natural cgrc1Und el cv.
------------------ - -----------------
------- --------
` cut of f SeZ l
9ef;El(AE3 r .r _y �3C T E319 a-tom _
lu Z rock- Re er«ire-
cI
Starr- land application Stop land arolicac ion-` ;
V.
----- _-----Temporary Volume
Bc:nt XCVi .3 v.Z A P f
SUpport— 1•rct Emdnt Volume
Lax
Top of s1udgo r.lLev. �//-----------------9 Bottomelev.
Lagoriri si 2 e: Lei-,g tti wi c!t!-c .2_S Cu.Yd;. e,:C.Rv,att?tj e sn f
l�Er'trN A K(f Di=�;Cf f='I'1llyd -N�+ Bus- o Scc���f rcr[r A/C, a ornr,- p `II
COD D4$ Ij
ot},:h
E' ' �, ■ �1
I
GENERAL i Nf=ORHAT I ON LAGOON FOR ANIMAL WASTE
(SINGLE STAGE)
JOD CLASS:
HAZARD CLASS: _ _ 't ' " 1=ARI•[ '
j - COl1P•[TY l
A.*tII•i<%L TYPE b NUi•ItiEF- �[.,cJ,�•7� �3[-;�
STtlTE
KIND OF OPERI.TION: -
U. S. DEPAR-IvIENT OF AGRICULTURL
SOIL CONSERVATION SERVICE
NOTE: If construction i •, clot
`
stzirtecf within cjn2 ear _ DESIGNED B'e: ■ � �(r�
not valid urtt. i l re- F1f=•I'Fc(3V[=[) C{'! c� ` �!
0y k1UitiUlf of flcl id Ql,�iin icar (I (LE:

M.. �- —"' - / •� f j SOIL CONSERVATION SERVICE.
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE.
FA_RMER-S NAME
DISTRICT
DATE - -Z COUNTY
S.C.S_ PHOTO SHEET NO. WORK UNIT S
WATERSHED: AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL-----ACRES POND CLASS WORK UNIT CONSERVATIO:,iIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale I,,-_feet)
Locate reference Point 2n center line of dam and 14ce6fp an sketck
I_J
- 1
1
i
! OC !
` PJ
-LEH
f ,
f
SHOW BORING NUMBER AND PROFILE
DEPT1i Na4e and list dam-sttc and xpittwag borfngs first-then ponded area and borrow pit borings-Ieaar4le with vertical rvd tfne_
lConNnved on back where necessar,,/ Show water table elcuations on dam site borings. ✓ f
S CAL E
I 2 3 < 5 jti� 7 8 1 9 fT 11 az12 13 S 15 lb 17 19 20 21 22 ,2�
n6
3z.�y -3: /ti 14 f - tit✓ < T < y„ u
lf l
<( c1P ge ✓' - rr� r a9 B' r
y
12 16.7t
I f I II -
' _
it I - I it i II R
II I If • � it I �
BORINGS MADE BY - SIGNATURE & TTTLE

SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE.
FARMER'S NAME A% DISTRICT
DATE / -7 Z COUNTY
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHEI;AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES ��nhtT/� Tar/L
WOODLAND ACRES TOTAL ACRES POND CLASS i WORK UNIT CONSERVATIOivIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx.scale V- feet)
Locate reference point wn center lint of dam and(dendfu on skeick
I
I I
� I f
I
` f I
f � �
IIII III I
SHOW BORING NUMBER AND PROFILE
DEPTH Make and Cst dam-site and spillway bor(nps firs(-(hen ponded area and borrow pit borings-separate u(th LvTdc4l r.d tine.
(continued an bast rw ere necessarJ) Shorn crater table situations on dam-site borings.
SCALE 2 3 11 S 6 7 I 8 9 II 10 11 112 11,31114 15 16 17 18 19 120 21 22I 23
I I 1 I+
h
• � - p I � I II ll
I I I II II
11 II q II 1 + � I 11 H
II H I i• I �'_ I - I
BORINGS MADE BY u� �� �'/L SIGNATURE & TITLE_L.1
6 c�

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-� CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled foruse of dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
CUT-OFF TRENCH:
C:ja liner re u i�e c�
A c3j offf ench�en specified) shall be installed as shown in
.die ppllames.
CONSTRUCTION:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheens-foot
roller during placement. The embankment of the lagoon shall be
installed using the more impervious materials. Construction of
fill heights shall include ten (10) percent for settlement. To
protect against see a e when areas of uns 't b material are
encountered they will need to be excava - nimum of A& ft.
below grade and backfilled and compacted with a SCS approved
material (i.e.-CL, SC, CH) . Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
VEGETATION:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
- fihe-designed-temporary storage consists of 180 des-st-orac r:— _-
(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 not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary st a e pump-out of the lagoon when fluid level
reaches the elevations marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 3 %/0 _ This temporary
torage, less 25 yr- 24 hr storm, contains cubic feet or
jgallons.

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-Re13a-ir a _ and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner 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.
r

1
PVC, SCR. 4o PIPE
MINIMUM -
MAx Ir•!uM
2 x8 PRE-55 uR
TREA'f�D
r b
t'
31
MINIMUM Difln1ETEQ
G,�
'SUPPaQr FO R DD HSTF WRTY-EP. PIPE

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

IRRIGATION CALCULATIONS
SOIL NITRO IRRIG BUFF UST
BRACT FIELD ACRES TYPE LBS/AC GROUP RATE/HR LESS BUFFER AREAS ACRES ACI
t
sseg o Qn — -
r oa57a!
as o rle4C/ 00 / do' 9
YO ( f nG 7,ons ,go 8r•t — ,DU
�r �d be�D C..z.,I/ vr G b D/13r ! 0v 30
.3001
SSS?� ,o ons .30
S:Sb G; ead oo ,50 S.o b
Coa.'s a
SS8- •U %pn
3 0,3 D '-de'd C�4st.� �y r
Y/o 6•S74n1 .90
7
Yo
yio 6.5 Toa s ,y0
-;ss s 6, To 3v
:lej 14
sZ-c
c1 Co�s�t� 7
"Y0
S ,60 G.ds�, Coax SZ 600 ' - l0[? /7.60
S+/O ••sTo.» ..Y�
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State of North Carolbllu a wv 16 1
Department of Environment A& ,
and Natural Resources l
Division of Water Quality rT
James B. Hunt,Jr., Governor
Wayne McDevitt, Secretary NCDENR
A_Preston Howard,Jr.,P.E.,Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 13, 1998
Mr.Dwight Mayo
PO Box 481
Pine Level,NC 27568
Subject: Completion of new swine facility
Johnston County
Dear Mr.Mayo,
The Division of Water Quality has reviewed the information that you submitted regarding the completion
of a new swine facility in Johnston County. It appears from the information submitted that this facility
will meet an exemption to the moratoria on new swine farms. I am enclosing a permit application for a
new swine farm which you should submit in order to receive a permit to continue construction and begin
operation of this facility.
On page two of the application you will find a Required Items Checklist. I have checked the items that
you have already submitted to the Division_ In addition to this list,you must also submit an Animal
Waste Management Plan Certification Form for this facility. The Johnston.Soil and Water Conservation
District will have a form available to complete. Also,the Waste Utilization Plan you submitted must be
updated into current format by a technical specialist.
If you have any questions or comments during this process please feel free to contact me at 919-733-5083
extension 502.
Sincerely,
I
Sue Homewood
Cc: Raleigh Regional Office—Division of Water Quality
Johnston Soil and Water Conservation District
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

A�
�P
NCDER
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
October 1,2014
Dwight Mayo
M&MFarms
3352 Hwy 70 E
Smithfield,NC 27577-8484
Subject: Certificate of Coverage No.AWS510129
M&MFarms
Swine Waste Collection, Treatment,
Storage and Application System
Johnston County
Dear Dwight Mayo:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Dwight Mayo, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for M & M Farms, located in Johnston County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish:3360 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 AWS510129 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit,the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above)will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Recgrd keeping forms are unchanged with this
General Permit. Please continue to use the same record kef,!ping forms.
1636 Mail Service Center,Raleigh,North Carolina 27699-1636
Phone:[phone]Internet: htb://www.ncdenr.gov/
An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper

-j
SI.—J1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Dwight Mayo County: Johnston
Address: PO Box 481
Pine Level, NC 27568 Date: 2/14/2007
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s)( In/hr (inches) Comments
1 4.8 GeB <5 Bermuda 0.35 .5-1
2 3.32 GeB <5 Bermuda 0.35 .5-1
3 3.32 GeB <5 Bermuda 0.35 .5-1
4 3.71 GeB <5 Bermuda 0.35 .5-1
5 4.06 GeB <5 Bermuda 0.35 .5-1
6 4.24 GeB <5 Bermuda 0.35 .5-1
7 4.42 GeB <5 Bermuda 0.35 .5-1
8 4.78 GeB <5 Bermuda 0.35 .5-1

TABLE 2-Travelling Irrigation Gun Settings S` � l
J
Make, Model and Type of Equipment:
Cadman 3250 WB
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Field Number (ft/min (in/hr. Width ft. Length(ft) feet
2 1.93 0.28 218 4 800 280 (inches at Gun{psi at reel(psi) Pattern Comments-Acresper ull
1.93 0.28 209.2 530 70 100 330
1.93 4.80
4 0.28 200 560 280 0•7 70 100 330 3.32
1.93 0.7
0.28 200 645 70 100 330
5 1.93 280 0,7 3.32
6 0.28 200 722 280 70 100 330 3.71
7 1.93 0.28 200 760 280 0.7 70 100 330 4.06
1.93 0.7
8 1.93 0.28 200 799 280 0 7 70 100 330 4.24
0.28 209.2 835 280 0.7 70 100 330 4.42
70 100 330 4.78
[e1<
32.65
c�

Sheet4
TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 120
Operating Pressure at Pump(psi) 110.6
Design Precipitation Rate inlhr 0.23
Hose Length feet 975 XXXXXXXX
Type of Speed Compensation Mechanical xxxxxxxx
Pump Type PTO, Engine, Electric Engine
Pump Power Requirement hp 15.5
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
Page 1

IRRIGATION SYSTEM DESIGNER '
Name: Kraig Westerbeek `
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone] �
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

S1'Jt6
Narrative of Irrigation System Operation
This design has been done based on irrigated acreage using new or expanding acreage requirements.
The producer is familiar with the operation, maintenance, and startup requirements of the system
and equipment used.
Producer must insure that the setback requirments of SB515 be maintained for all pulls. These include:
*75'setback from intermittent or blueline streams
*50'setback from property lines
*100'setback from wells
*200'setback from residences not owned by the producer

Sheet?
CALCULATIONS
-1
Sprinkler Specifications;
Sprinkler Type: Nelson 150
Nozzle Size: 0.7 inches
Sprinkler Pressure: 70 psi
Flowrate(GPM): 120 gpm
Wetted Diameter: 280 feet
Lane Spacing
s
Desired Spacing (%): 70 %
Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 71 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.23 in/hr
300 degree arc= 0.28 in/hr
220 degree arc= 0.38 in/hr
180 degree arc= 0.46 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 1.93 ft/min
220 degree arc= 2.31 ft/min
180 degree arc= 3.85 ft/min
Mainline Velocit
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 1.36 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 8
Total distance: 2300 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.11 feet/100 feet
Max. Mainline Loss = 2.6 feet or 1.1 psi
Total Dynamic Head
Sprinkler Pressure: 70 psi
Loss through traveller: 30 psi
Elevation head: 2 psi
Mainline loss: 1.1 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.3 psi
TOTAL(TDH) = 110.6 psi or 255.4 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 50 %
Horsepower Required: 15.5 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 110.6 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 21.2
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 218.4 800 0.43 0.36 4.80
2 209.2 530 0.42 0.35 3.32
3 200 560 0.41 0.34 3.32
4 200 645 0.41 0.34 3.71
5 200 722 0.41 0.34 4.06
6 200 760 0.41 0.34 4.24
7 200 799 0.41 0.34 4.42
8 209.2 835 0.42 0.35 4.78

Circle I arms
' 13.1 Acres
12.9 Acres
9.8 Acreso l
48. Acres f
18.6 Acres og Houses ®Weil n
nd Lagoon 7.1 Acres
_ l
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10.0 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
NO2ZIB Nozzle Nozzle Nozzle Nozzle NO[rie Nozzle Nwriu - -rlurzle PSI GPM .65 .7" 7g• Nozzle
DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA GPM DIA ! GP
t.1 8 DIA GPM at",DIA GPM DIA GPM10 DIA j
���SO 50 205' 64 215' 74 225'• 87 235' 100 245•, its 256' 130 265' 1501T 273 165 200' 204 300'
t12i5
70 60 225' 75 236' Be 250' 103- 263' 120 275' 136 •283' 155 295' 177 302' 197 310' ;a3 1Q8�.Itas't28by: 1106F- G "I
audit IL'I
338'
90 68 245' 83 258' tp0 270' n 7 283' I35 155 306' t75 3t 20t
filOa' ;x•�Lnfiifri $1F< ,��., ,,, ,. �+ ..S 72L! 326' 223 335' -270
295' 5 362'
110 76 265' 92 27B' 111 290' 724 c p? � 171 325' t95 5' 2��t+ r Y.'Available Only with F1O0 6 SR100. 33 247 355' 1 304 380'
100 R RING NOZZLES
_ 100 DN DIFFUSER NOZZLES
.71 RING .77 RING Be RING 69 gtNG
PSI .B/RING 93 RING T 46 RING
GPM DIA GPM DIA GPM DIA I 0.5 DN 0.6 DN 0.7 ON 0
GPM DIA GPM DIA GP
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30 e _ a�, y F7,TMµ K�L µme, GPM DIA GPM DIA GPM DIA GPM DIA GPI
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91 275 103 22a ne 235 73s 236 t52 2s2 a5 154
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60 BI 235 96 240 _ 1t0 2a5 125 260:,,• �''t4 2277p a 65Qr B&L ..s'^'J+Ra#66,�ii.
70:- ..98.24b :•..ra]04a.250t.4 :: ::i13Sy.2/6,[.11:�::1b1:2G0::r .%1772.29fa• .. ::: - - - -_ 110 200 I<
80 94 255 11t 265 127 275 145 2e5 I 163 300 1g9 335 2�11 3t � ""80.;', ,:a.Y99 283 a i; y76;a. ay3i.Y8S13[ 766 t[r isatlat3f D:'sw_•y - - - - - - -
100 105 270 124 280 lag 295 162 305 �r`11 '''�n'124tfy
q 182 320 2t2 325 236 335
T10 :276:a' - - -
:F..at.. 5 200;{r�r:'t481305.tif :•'`.1T0..;375'.., - :=t -
"1'ne diameter of throw is apprZ 1111ety 34e less for the 210 tralectory angle.6"k less lot 18" - •r.:" :r _Yr�
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzle
Nozzle Nozzle �,.;�
i T g^ 9 t+U Ine
I
Nozzle Nozzle
PSI GPM DIA GPM DIA t 0 1 1 2" 1 3"
GPM DIA I (5p+„
'60 '•}00'.� .254i fs_o@a13ff✓�yy 270.'y a�.tL,i4185v_•::2B0'.r » 31A (; DIA GPMDIA.
• - it 2fi5'• ta3 2g5' 182 375• 2U6 _. r. .,7.255:,w�•.33D' � _.-
l;..70•.: 12Qf,.- ..•2ft0^•;�;t,,� 'v::a1Gb+a�•'LG305' ^ 225 3.5 ' 275 345' 330 365' _ 3B5 _ 360' .
80 I 128 290 �.,i,�J97...,.r:.320'..�x 245. ,-340�• t_I ._45
9l1.-":c•, :{34:?:,• l65 310, 210 335' 260 355 315 3?5'
:'�. �:%.ie1715 rFi;�aD2�iv . yf� 3�80 395 aa5 410'
i �':�4,22J.•',.aa345'...j.: •:'1:.276......e.Y' .u4_
tC0 ! ta3 3t0' tg5 330' 235 355' -
:.110 ;fo0 .,.S20' rn : 290 375 355 400' 425 420' 500 440,
120 157 `�+' :+:247.•�.I 380 =a a.= :.-.305:,:
3�' 20a 350' 258 375' 320 395 ..I .. 420:A.....�.:M::
385 a20' 465 440' 541p
150 R RING NOZZLES
r___T_ A,n9 ---T- R,n -_
1 .86' I 97' I y P!n�
PSI GPM DIA I 1 0ii' a- '::6" 1 34- q ng
GPM CIA I GPM DIA GPM ri,; - DIA 141. ,
GPM ht
i :A T00• i+c�i+S3Q:.a:'%r' L:�i�a2 _c'e::1:•166:i. � - ,•'Gai.e206 r-+ari.900 (;P`•1_ UTA GPM DIA
0 r... 260' I ;.13 00' -
2b0' _ t82 ace• o '-.ir300r�•:A -*' '�"�- -
70� �i`l-..120'-.= r.!c.2'Jp:ti F' 1.,1 290':'? �•:.:•.:l aT^* �•inr. 7_5 3t. 385 365'
.Y�.- 55 :/.•: 2;5 735' 3 is 350'
. 210 320' 9rh"PA$'.. ecru- tird25b:,.a:�.i365:.1f„� 7
:b5 -.t,.. 260 340 90:.1-.••'- 135,!rc;>•i290°,h-1,6 =•.n::dTSb,� I` 375 JOT 38U 380' 445 395' ••
100 143 --x+s2O•, i 235 I '+4.el .i �Q-k°°li'rlOYiL-•AOS.:+i.:Uar�Q�•_y.;3. ..
300' I tB5 '•�''�w^'i. '�90'A?f:ei��1✓.-47Sn`r'L:a35Q14� r
•.•150 .310'.;t •!,�z::.f.196:;.1.•v.r390 _ 3`0 .yU seJ �55 380' I s25 400'..a 247-_: ::c:9T0':.:
I '0 � 15T � .,..36p/'-'s-:� ;.. 500 4i5'
3;5 �- 30fi.: 1.,�.37a-.:,:',390'..ae.�-7 c44b.- - .4.10'.,�:...:,. r:�= 204 335' I 258 360' 1 320 '
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l...au326`
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H of IrtrU•.v,5 _.._ _ .___ _.- f
aopf0%,matply J'4u ivss to,It,.,21•Ild W:IOr '-'---- - --. .._ --•- 35
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
j Nozzle I Nozzle Nozzle Nc_rr �- --- ----• --
1OS- ! 11` i i2•• i ty i.[rt:r t]-E Nuttie NU[IIe zle
PSI i GPM DIA I GPM DIA I GP%I DIA GPM DIA ,-. . 75' 9"
- GPM CIA GPM DIAT7GPM DIA
80 - 250-::..346' <� 2Bb--':r356'�.:..:: ,�...
70 270 360' a.i390o�:;3TS.-.J 4:a:.38bNw:390'::,: =ar:-44S�..410'�,.,.1•�.:5.15d,,./,30:y:'•
310 3B0' 355 395• 415 a tr,• stl0 43v '-- .r:585,� .:AASlo:�,_-
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120 4 525 470- 605 c55 55 7cU 535
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200 R RING NOZZLES
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30
SPECIFICATIONS
INSIDE STANDARD
MODEL AXLE DIAMETER LENGTHS
60 OF HOSE AVAILABLE
2250 1 2.25
' 70V
2625 1 2.625' 900'
3000S 1 3.04' 600"
CDC
4.
T 4•J�.z_. _ l�� 1h ra. ,I
sy."r+r.{r ��- -- - r :: `' t� ri+-� r _i'y{a•i'��f A•�.i..�,;, r�+'};b+'s..+ '��r.�r.'z x.is 1
_ :t S' 4.}.:;. tip• y,•.• u.
'�rw: � Ir y Yi fr 3•..: :its.r`� r Z. '1
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Y^,��R;,w 'i�Yr. 1 ;may. S;Cwr_ .a�Y• 1 .,/ PLC ,'j ,� �.C •� ,{ • ij•. ii:- a'T.Y. iA� s!- r
��L._ a't:�4 �wYsri4.�=�..~•1�-' "�"f�.�7.��•OM�.��?�:_-__.-L. • ����r_.L�'.��-•._��..Y Ar'■-'�J�!•1 ..W••4'•• }
1 9 5 2
STANDARD FEATURES
46 •Honda 4 hp,OHV engine. •Single chain drive on drum using
•Slewing ring turntable, heavy duty traction pins.
Y E A R 5 ❑ F •P205165R15 tires on 2250. •3'x 5'tube frame.
E X C E L L E N C E •9.50L-15 tires on 2625. •Four(4)coats of paint.
•9.50L-15 tires an 3000S. •Best quality 2406 medium density hose.
Cadman •4 callon aluminum fuel lank- •Flip down stabilizers on 2250.
POWER EQUIPMENT •Aufomalic gun cart slop- •rear driven telescopic stabilizers on 2625
and 3000S.
•Hose build-up safety switch,
Disc brake to prevent hose recoil.
•3-wheeled gun cart.
•mechanical speed compensation.
•Nelson SR-1 70 gun on 225D.
• 2 5'x 25'leader hose on 2250.
Nelson SR-t`0 gun on 2625.
R , • ••Nelson SR 150 gun on 30005. 4'x 25'feeder hose on 2625 and 30005.
LJ
. Speedometer.
•Lilt kit fnr gun cart.
•

PO NRIEC� H
4*5L
VA
404
D.
7
-P i F 1 . C A T ,
PERFORMANCE DATA:
Rated Power
....... 80 h 60 k @ 250 Or m
IntermittentP
( P
Continuous(C)...............................72 hp (54 kV� @ 2500 rpm
Peak Torque -
Intermittent (1)......................... 215 lb-ft(292 Nm) @ 1200 rpm
Fuel Economy
BSFC.......................... 0.358 lb/hp-hr(218 ,A-Wh) @ 1600 rpm
(I =Intermirtent Data
1C.1=Continuous Data
PERFORMANCE CURVE
�. 215 Ib-ft
s (292 Nm) (20) Z
Intermittent Torque 168 Iti-ft r
(228 NM) 180 h
.y z
2441' ,ea � I
� m
'ra 160 Fr0
(217) r'
80 hp
(60 kw)
3 so
n Intermittent Power
t
o0 72 hp
(45i (54 kw)
3 Continuous Limit
0
IL
m .)o
2 130)
m
0.44 3
RATED BHP is the power raring for variable speed and load )268)
applications where full power is required intermittently. 0.40 t
CONTINUOUS BHP is the poser rating for applications 1242)
d
operating under a constant load and;peed for long periods of rime. � Fuel Consumption
0.36 l
POWER OUTPUT is wirhin ,err-5"a it standard SAE J (218)
LL
and ISO 30-u.
,300 060 2200 2-100
Engine Speed—rpm
N 10TG : APHS,11:11-5)i0\a"XA<T�'J" th E01)IP``il"N'T
DEERE

SAE MOUNT ENGINE DRIVE
Impeller Diameter 13.500 in. Dc'sccl on rFI.ah Water 0 C-8 dtj.
Design Paint Pump Speed: 3000 RPM
HKHR tn"
bL)O
3000 R 7 1 3
5oo
1-K
450 72663 W R�=
I ��—
400
24001tuL——-—
350 i • 0 Blip
< 220 'i
R M
300
k 2:10 2000 N M 41Y I
0 200 1800 LAM---
1600 R PJ zrcI
150 b
100 Igglip
50
0 100 200 600 400 500 600 700 dOO yCIO 1000 "100 120ca
CAPACITY IN U.S. GALLOWS VF R MINUT,
SELECTION CONI)ITIONS
Flow: 700.0 GPM Priminq Typ /A
ToLcl Dynamic Head: 400-0 feet
Selection Method:
PUMP DESCRIPTION
Pump Modt!l: B3JOBM J J f 0
ImpellerD;a r-n&t e r: 13.500 in. Iron
siul-li.n. 4-1,,iPI
Sheft Seal: Pocking
PUMP PERYORMANCK
r�iclw: 700.0 GPM
,rc,to I Dynarr.-c Head: 568.9 teet E t f",c-.t?r, 0 (cei
speecl: 3000 RPM !-4 P 5 r-I i,� HP
Snut-Off Fleod: 560.4 feet bA-1 A F'0
Best Eff: 74.40 1035.0
DKIVER IN1''ORMAT10N
SAE NoUrinq Size: 4 L
S h C3 f t -:P I i 3/8"-I CT
PRICE/01WER INFOHNIATIW�
B6601 I
Weinh*,: 365 Its.
13Y!

+i`
07
-iZ -
ii �
c `j dom
'2r
4
- -tit �e�s sa AT, .
1.71
' �,; •. '�ic�a.:kf�N �`,: ��'<���`'�2 MYJ{ :�T.xi�h"'S�C�� c��. ': ,�F�,�..�,x".�'_k¢
f f e�3

-- - 'T"=f-.-�:-•s�''.r r_ :..x '�'`e"43 �".ma's'':
•S�=F�ifi} Y� .S
Assembled Field Hydrant in
Typical Field Hydrant w/ Wafer Opened Position w/ 90
Valve Connection to Reel Degree Cast Alum.
Ring-Lock Fitting
`y,=z'�: •'"ram " cf:.
Cer mic Coated Matco afer
is arge Flex-hose Valve w/ Built-in Gas ets
9 egree Alum. Fitting
afer Valve Hydrant F male Alum. Flange w/
emale Ring Lock Connector
ch-80 PVC Flange
N `
Matco Wafer Valve Hydrant w/
Variable Settings

.. DDND AND TEE _ ( 200 X 16.2)-/ 1 200 = 2.7
_._ . Q .,_ ( 200 X 23.0) / 1200 - 3. 8
ND --A TEE _ ( 200 X 34 .8) / 1200 = 5.8
9� BOW - . ( 200 X 49 .2) / 1200 = 8. 2
k�
.r
S,3"Y4�

Naridlinn_and Installation of PVC Plastic_Pili ,e
..:Tem erature has a major effect on PVC plastic
p j p pipe. As temperatures
appro.ach 'freezing, the flexibility and impact resistance of PVC plastic
pipe. is :greatly reduced. At low temperatures when joining solvent weld
pipe, a_ longer time is required for the glue to set. Generally solvent
weld pipe should not be joined at temperatures below 400F. At high
temperatures pipe becomes more flexible and set-up time for the glue is
greatly reduced.
When pipe is stacked, it should not be placed in piles more- than
five feet high. Occasionally out-of-round pipe will result from stacking.
-In warm weather, once the weight is removed, it will rapidly assume a
;.round shape. In cold weather, several hours may be .required for the pipe d
_ to return to the original shape.
Sunlight can have an effect on the pipe, especially in- colors other
than white. ' It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
-be handled carefully during installation. If pipe is to be stored out--
side for long periods of time, it should be covered with a cover of
opaque material , not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents .
Some pipe comes from the manufacturer with the gaskets installed . If the
pipe is not to be installed immediately, the gaskets should be removed
and stored:
When installing gasket pipe there are several simple steps to follow
that will ensure leak-free joints.- The gasket or ring groove -should be
cleaned of foreign materials. The gasket should be properly installed .
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure :will be required
to force the male end to the correct depth. There will be a reference -
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket is not pinched.
Gasket pipe may be connected in the trenc" -- i�0 ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a miter box with a carpenter' s
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 80 angle, a,.complished with a special
rasp or file. For solvent weld pipe, burr, chips and filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic cr steel . The trend in
the industry today- is to use epoxy coated steel fittings . These are
manufactured by several companies (McDowell , Pierce, Davis, etc . ) and can
-4-

Theffailo of air-release valve diameter to pipe following formula must be used in designing
_diameter for valves Intended to release air when thrust blocks:
fiUlagalie°;pipe should not be less than 0.1.
Or.smail-diameter valves may be used to
fttnrt ovafy r ha-comer pressures by controlling air ,a . 98 N23 sin a
�aieaseviher e z
r „* e.control of filling velocities is .
;;;que-tionable. Equivalent valve outlet diameter of where:
iessthan 0.1 are permitted for continuously d -Area of thrust block required in tis
acting.air,release valves. Adequate vacuum relief N .Maximum working pressure in tt
nius .be provided. 0 -Inside diameter of pipe in ft !
8 -Allowable passive pressure of the soil in
Air.-release valves or combination air valves shall lb/to
a - Oeflection angle of pipe bend
;be_used as needed to permit air to escape from
' the--pipeline while the line Is at working pressure.
Small orifices of these types shall be sized
"according to the working pressure and venting Area of thrust blocks for dead ends and tees shall
" ..requirements recommended by the valve be 0.7 times the area of block required for a 90-
manufacturer. defiectlon angle of pipe bend.
Manufacturers of air vales marketed for use If adequate soil tests are not available, the
under this standard shall provide dimensional passive soil pressure may be estimated from
data, which shall be the basis for selection and Table 1.
acceptance of these valves.
Materials. All materials shall meet or exceed the
Drainage. Provision-shall-tse madefor - minimum-requirements indicated in
completely draining the pipeline If a hazard Is 'Specifications for Materials.'
Imposed by freezing temperatures,drainage is
recommended by the manufacturer of the pipe, Plans and specifications
or drainage of the line is specified for the job. If
provisions for drainage are required drainage Plans and spec cations for constructing high-
outlets shall be located at all low places in the pressure underground plastic pipeline shall be in
line. These outlets may drain into dry wells or to keeping with this standard and shall describe the
points of lower elevation. If drainage cannot be requirements for applying the practice to achieve
provided by gravity, provisions shall be made to its intended purposes.
empty the line by pumping or by other means.
Flushing. If provisions are needed for flushing
the line free of sediment or other foreign material,
a suitable valve shall be installed at the distal end Table 1.—,allowable soil bearing pres3ure
of the pipeline. Oeotn or cover '
to c>tntar of mr=block
Thrust control. Abrupt changes in pipeline Natvrar soil materml 2 it 3 it &a sit
grade, horizontal alignment, or reduction in pipe e
size normally require an anchor or thrust blocks sound bedrVCk._..—__..... 8.000 10.000 10.0W 10,000
to absorb any axial thrust of the pipeline. Thrust o.rw sand and gravei
mbacontrol ma 0-AO-also be needed at the end of the AO (�"n`ed
)........................ 1.200 1.$00 2400 3.000
pipeline and at In4ine control valves. oena. fin. to C=xzo sand
(asxuned 0-35•)........ 800 1_oa 1.650 2.100
Thrust block (asaurneds and anchors must be large enough slit zra mixsur.
s!-25-)..._... 500 T00 950 T 200
to withstand the forces tending to move the pipe, sort Cav"organic
including those of momentum and pressure as 3o'b(asntmeo
well as forces due to expansion and contraction. • ....................... 200 ;00 ACC Soo
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
SCS, January 1989

DIAMOND ® PLASTICS
= CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Shack=;Nominal 'Wolght Outsldo Wall Inaldo Plocon Par Foot Par Foot Par•
fze r OOtt n , rkness lameter 13undfo Bundle Truckfr•
SDR - 41 100 PSI :.
4.500 .110 4.280 63 1,260 20,160
M 6" 6.625 .162 6.301 28/32 560/640 8,400
fl .. 8 .. �0 8..625 .210 8.205 15/10 300/260 4, 840
M . . 10'.'' 10.750 .262 10.226 12 .240 __ .--3,4420
8 0 12.750 .311 12.128 6/8 120/160 1.2,100
SDR - 32.5 125 PSI
M 4 4.500 .138 4.224 63 1,260 .20,160
M 6- 6.625 .204 6.217 28/32 560/640 8,400
H 8" 4 8.625 .265 8.095 15/10 300/200 4, 840
M 10" 10.750 .331 10.088 12 240 3,420
M 12- 0 12.750 .392 11.966 6/8 120/160 '21.100
SDR - 26 160 PSI
H 2- 2.375 .091 2.193 204 4, 080 65,28Q
M 3- 3.500 .135 3 .230 88 1,760 28,160
M 4" 4.500 , .173 4.154 63 1,260 20, 160
M 6- 0 6.625 .255 6.115 28/32 560/640 8, 400
M 8- 8.625 .332 7.961 15/10 300/200 4, 840
M 10" 10.750 .413' 9.924 12 240 3,420
M 12" 7.2.10 12.750 .490 11.770 6/8 120/160 2.100
SDR - 21 200 PSI
M 2- 4.:9 2.375 .113 2.149 204 4, 080 65, 280
M 3" 3.500 .•167 3.166 88 1,760 28, 160
M 4" 4.500 .214 4 .072 63 1,260 20, 160
M b' 41k 6.625 .316 5.993 28/32 560/640 8;400
M 10" :.. 8.625 .410 7.805 15/10 300/200 4,-$40
0 Q 10.750 .511 9.728 12 240 3, 420
M 12- 12.750 .606 11.538 6/0 120/160 2, 100
Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
*Freight regulations Wor equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L =norinal stock item at Lubbock,Texas
M =normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4° 85
6" 60 Additional Lubricant
8" 45
10 35 4 2*;+
12'
25 12 QC. per case
15, 15 ti rt t .
4 Gal .
16" 12 per coregal.
21" 10
24- 8
27" 5
2

I • �
t Lt�••
•'•.ice ��.��. �
Flgure No.e
THRUST BLOCKS
7.Tres
Plugged End of Tee
J.90' Elbow
i. End Caps or Plugs
5.Valve
6.Steep Incline •g-

(`a t1eC Hation Thrust Blocking 2. Tho final backtttt may than bomadoln
1"18C a As with other the usual manner, but care should be
_.. - sQ;1 _in:datl0 n s: push-fli rubber gesketed
Joints, the pipe will not lake end thrust taken not to dump tarps rocks or heavy
objects on the Initial bll ptpelln
PIPE acidi and
without restraints. Thrust blocks are
usually required at dead ends and 3• It the Joints and fittings must be left
wherever the tine changes direction of exposed while under lest, backfill to
30 degrees or more. within one foot of each side of the Joint
i Hate Il ion 1. Thrust blocks shall be placed so that or fitting to prevent defteciloil of the
Excavationf Lsyinp;°Telling, and Back- the bearing,surface Is In direct line with pipe while under test pressures.
fliltMg:Insult§; .R=are.usually provided the major force created by the pipe or
bythe F.ri'piriee .in'6rge of the project. fitting. Concrete having a compressive
peterence;. _ay elo be made to Ameri- strength of 2000 psi is the recommended Testing .
c�ln Soelelytor7esling and Materials blocking material, and may be poured -
SCandard= MD=2:774"Recommended between the simplest of forms and the 1•ALLAIRtNTHEPIPELINESHALL BE
Practice for:Urderpround Instagatlon of undisturbed earth bearing surfaces. BLED OFF CAREFULLX WHILE FILLING
Thermopll}sl)cP(esstuePlping." 2.Thrustbiockinga[zemaybecalculaled THE LINEWITHWATER FOR TESTING.
as follows: - Entrapped air In the line can cause ex
" "- " a)Multiply the pressure level desired cesslve test pressures;*and create un-
for testing by the value shown in the necessary problems. Air shall-.be bled
L_XCBVatlon table for thrust on fittings: off at .the high spots In the line. .Air
I. The trench bottom shall be stable, removal may'also be accomptished*by
continuous,relatively smooth, and free pushing a foam plug through the line by
of rocks or other objects detrimental to Thrust in Pounds Incoming water pressure.
2. To I pressures may be%times the
the pipe.:_ It shall provide continuous designed operetta support for the pipe,and bell holes shall g g pressure of the
pipeline,but shall not exceed the maxi-
oo provided for the bell and spigot Joints, Pipe go 45 22% Dead End mum pressure rating of.lhe pipe.
.alves, arld Other System components Size Elbow Elbow Bend or Toe:h 3. After pressure test and acceptance
at might act as a fulcrum. When made 0- 40.74 20.38 13.45 36.10 of testing,the uncovered Joints and fit-
hrouph stock cut, at least 4" of cam- tings shall be Initially backfllled with
=acted satisfactory bedding material e" ez.s1 44.72 22.80 61.18
all be provided. to- 128.84 1 09.47 36.42 95.05 well compacted soil, and then covered
'. The trench depth shall place the pipe- 12" teo.54 77.23 49.82 131.70 with final backfill.
ine at least G"below the lowest recorded p Hydraulic pressure testing of the
i
rost depth,and shalt place the pipeline iterval shall be carried out Initially at
iepth at least 30"below grade. Intervals not exceeding 500 yards and
;. T ench width at the top of the pipe thereafter at Intervals not exceeding
`a as narrow as practical to allow b)Determine the bearing strength of 1,000 yards.
d0QUate room for joining the pipe and the sell from the following table:
:alloy++Proper compaction of the sldeflil.
iinimum trench width 13 normally con- GEARING STRENGTH OF SOILS Radius Bends"
!�ered i 2" plus the pipe D.D. soil.
Plpettnes shall be cased,b.id ed,or lb per Sa Ft. Gradual change of direction may be
_herwlse protected at locations where Muck peat,etc. o achieved bydeflecting orcockJng RMEBER
Sett clayt,
':ey will be subject to heavy surface Sand 000 Joints a maximum of 3 degrees without2 000 affecting the hydraulic seal cJ the Joint.
ids due to Shallow burial. Casingshall
Sand and 2ravel 3.00o Offsets are made only after tlie.strafght
=o be used in spanning creeks and sand and revel cemented with cio s,000
:Iles,extending 8 iL on either side of In-line assembly Is made. Dellections at
creek or gully. Hard chafe 10.00o the Joint and minimum curve radll (ft.)
obtainable are listed below.
, i nti ng c)Divide the total thrust on the titling eflece of
(step a) by the bearing strength of at the Joint Offset,Inches Radius,feet
The pipe shall be Jointed in the trench, the Solt (step b). The result Is the
^hove ground,in accordsncewith the square foot of aroa nodded on the 1 MY'4.2" 1 2'
:;sting Instructions. face of tho.thrust block 2 e. " 672
t Is Important that the gasket be clean d) Thrust blocks should haunch the 3 12.3" 30i,
properly seated,the spigot and well pipe or fitting, not encase It.
icated,and the bell and splgot ends
ned correctly In both-planes.
Jointing is done above ground,care
--Id be taken when lowering pipe into Backfllling
:ranch that the depth of the Joint entry
--ains correct. Check that the depth 1• Place soroct backfill and compact
"try mark on the spigot ends is flush under the haunch, along the sides of,
the face of (he bell. Jointing of 6" and over the top of the pipe to a com-
argo Plpo Is usuallydono in the tronch. paclod dopth of at toast O". This backfill
TIME should a back-hoo or shall bo soils that allowgood compactlon
+ice be used to assemble pipe. and placed in 6"layors,well compacted.
It shall bo rroo of rocks,frozon clods,or
oihor hard obJocts.
-4-

1 �
bia ;fabr,,icated in almost any configuration: Some epoxy coated fittings' , :.
inc,lude:.sta.cks and hydrants as an integral .part of the fitting. '
Occasiopall'y it may be necessary to.connect :P.VC plastic pipe to',stee];
or :CA.;pipe'. ,This connection fan',be' made with ,a cqupl ing called 'a" - '
transition -or repair coupling: . Tn=1in� valves can be supplied with '
} connections'to gaskei;w pipe: '
'Thrust blocking is required for gasket pipe. ' Most thrust' blocks•'•
will be .concrete. " Manufacturers recommended thrust blocks at any.—
­,change
change -iq •direction,greater' than .l0o.,.,,Figyre 1 gives an example':of
different arrangements,for' thrust bl,oc s; -
•1
Figure 1. Example of different arrangements for thrust blocks.

Table 2. Factors for Calculating Thrust W for
Elbows and Tees.
yr, Elbows: 90° = 1.41 Tees = 0.70
600 _ 1.00
45° = 0.76
30° = 0.52
22..50 = 0.39 .
Y
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load '
Soil .lb/ft2
Mulch,. peat and similar ;. ` 0
Soft Clay 1000
Sand 2000
Sand and gravel 3000
Sand and'gravel cemented
with clay 4000
Hard shale 101,000
Thrust block area (ft2) - W - Thrust (Table 1 & Table 2)
F Si bearing strength ab, e 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.
General ly .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 limits of curvature of the pipe .
-7-

ori'ced� d� (the:I.Ipe to prdvide'Alrppork fre6 froth voids. Qna) bdckfW only aftek the mlkibnuin depth of cover lima been
Car�,_also-uld:$N!Iiksu:lid Avoid defotmlrij; dlsplaclna, or placed and only with pipe,havIssil wall thicknesses p4ttter thars
dA A-Mot, 11' during th[s pkiii bf the opeiatlofi. k that of SDIi-41...
6 Inal titekltUk,
1 Gl f!! 1 AEtes;.plpell rta fcitlnj, (ini( bickfdl ihill bi . 5}:CIIOtI 7-5pfiCIAL CONSIDERATIONS \�
raced ttnd ,giea6W'_t4roi i;6kCly.uhlform layeri In iuch i . 1.1, Boll Wilt-W-kitbW hisWi ldlritl. When tht pipe bi6g W
inii n*84-y k tlRe j sncfi"cotdplckely40; this.theii will be ifo stalled li pioviM with hibbef..eisket joints, bell holes that) be
unr-W-VAPI ;;�ti, de :Q :about Locks of lump, b!earth In khe excavated In khe bcdding mAterial io illow for the unobstructed
6iekfW nal ttaCkfll)'shdll 6e Area of large tocks, froseri clods assembly bf kha jolht.Care should be takcn that the bell hole it no
sad tithpf��d0 C.44hii-tharl 76 itlm(3 in.)IH dilmetet.*Hind larger thitt'hettisary td accdmplish prdpei joint assembly.Wheh the
aguipin tj of ltea r.tampers sitbUld be hied id'imnsolldate kh8 •Jotht has 1eth midi; the bell,hole Ahould be carefully filled with
'.TABLE ii-TH1WSt BLOC1Ui4G AND"CHOlt3 Yblt td4tlZhdltbt1NII IltitldA'tI0k ilikLIilES
p - Sldb 1. ilultlplf tt i iidildkk biiiattii bir i•hi ippropilifi Talus
iliof,ili[A tbi tdlloivlhk table Io obtahi}otil[bruit lti 14-0b)t
•'i�t�s �+ '•e:o�'+.• . kIPkLIVE THittf§7 aA&k)It'S1s+ '
•r0i
rr •., nv'e.{'�j. '
s� ityi$lsi' a L+nd be -A a 22.1/2e
•t �• a'i. �•s;o
;;t• ii!�� ,d`� lit: ai6i _ •..1':' 67toa klbo:i hlbov Elbow
` •tip;i•
1-113 88. d.94 1 l.16,:. 1.26 1.18• ' -
2 50. .t''.;l j 4.68 , 8.46 . 3.50 1.73
+ 2-1/2 _83.6 . , 8.86 9.40.'' tf.30 Z.60
3 76.'2 9.to. 3.9 7.51 3.82-
8-112 88.0 12.E 18.1 9.31 4.99
4 . l01.6 16.2 28-0 12:4 6.31
b 127.0 24.7 36.0 18.9 9.63
y Fa�ilk 6 162.4 84.8 40.2 20.7 13.6
(6 8 203.2 0.0 63.6 46-2 23.0
i+ ¢A; ,., ►'i: id 1 264.0 91.6 130.0 70.0 35.8
$04.8 129.11 182.0 98.5 50.3
r
Based On thrust per kl'A(liali pressure
1�i4!s• t Mocklnt for bros1 may not be needed with lots[branch llaes.
►¢,e j• t�i{��•ie Siep i. batariirlrii tki biiiint tzength of the soil from the table
IlE"ir4 STItENGTiI O' SOILS
Soilsii•.d Site ilaiAmd Loadi IbjU2 kis
Bound Shali ' 10 boo 478.8
Cemekiled Craves and Bind . .6
dUilculi to'pick• '.. 4 000 102.E
•:�,s Coors!aifd find corr%V'je't$arid 3 000 143.6 -
�i•� �j;4 Medium Clay-Cali 64 spaded ' 2 000 ' 95.8 =
!i'(• , s'�•' SoftC1aY 11100 47.9
........ Muck 0 0
Step S. Divide the total ti i"t obtal"J !ri $cep 1 by the beazln8
strenath bt the soil to Ot the area riseded,=2(ft2).
S113E TIIItUST ALTEii4.ktlC kitObLiii itE
Pips Slze Sidi Ttuust-Der Decree•
trim 16 N
r
• 1-1/2 36.1 6.1 22.7
2 60.8 7.9 35.1
2-1/2 63.5 11.0 51.6
er 3 76.2 17.1 76.1
3-1/2 88.0 22.4 99.6
4 101.6 28.3 126.9
k 6 127.0 43.1 191.7
0 •152.4 60.8 • 270.5
8 203.2 103.0 468.2
10 264.0 160.0 711:7
12 30d.8 P'226.0 1000.8
6 D.snd ou ilcis thrust ber 689 Ic A(166 pal)proarure bar deatee of
4
�•=F1',' NOTE: Must! b1 r dallectloh
tf,.• piY aide thkiiit frohi la d by"damie6s of
0'!:•9�. times kPA (pal)dlvlded by 100-to obtabi total able thrust In (1b).

Swine Farm Waste Management Odor Control Checklist
Site Specific Practices
Source c Cause w BMPs to Minimize Odor p ----
Farmstead • Swine production Vegetative or wooded buffers;
19 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals N Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
JO Waterers located over slotted floors;
17 Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
O Underfloor ventilation for drying
q
O Fre uent manure removal by flush,pit recharge,
Manure collection pits • Urine;
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust M Efficient air movement
Indoor surfaces • Dust A Washdown between groups of animals;
M Feed additives;
O Feeder covers;
Feed delivery downspout extenders to feeder
Nwers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys Agitation during wastewater f [I Underfloor fluslt.with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater [I Box covers
or junction boxes conveyance

Source
ano�®r
tnPtpes at Cg Agitation during
mg►+'astewater BMPs to Mialroize
Lagoon surfaces Vance Extend dischar a Udor
' Volatile lagoon liquid level Point ofPipes underneath Site Sp
gas emissions; ecilic Practices
' Biological mixing; Proper lagoon liquid capacity;
• Agitation Correct lagoon s
� Minim startup Procedures;
Minimum
surface area-to-volume ratio;
0 Minimum agitation when,
0 Mechanical aeration; Pumping;
rr'gation sprinkler
nozzles High pressure a Proven biolo
agitation; gical additives
• Wind drift iW Irrigate on
dry days with little or no wind;
iff Minimum recom
mended operating Pressure;
Storage tank or basin 0 Pump intake near lagoon liquid surface;
surface • Partial microbial deco 17 Pump from second-sta
' MixingmPosition; 0 Bottom ge lagoon
while filling; or midlevel loading;
• Agitation when emptying
Cl Tank covers;
D
Settling basin surface Basin surface mats ofsolids;
' Partial microbial decom 0 Proven biological additives or oxidants
• MixingPosition; CI Extend drainpipe outlets underneath while filling;
Manure,slu Agitation when a level; liquid
spreader outle Sor sludge . mpty'ng ❑ Remove settled solids re
Agitation when spreading;
' Volatile ❑ Soil injection ofslu regularly
gas emissions rry/slud
❑ Wash residual manure ges,
Uncovered manure f om spreader after use;
slurry or sludge Volatile Proven biological additives or oxidants
g on field drying gas emissions while surfaces 0 Soil injection of-slur
O ry/sludges
Soil incorporation within 48 hrs.;
Dead animals 0 Spread in thin uniform!a e
' Carcass deco 13 Proven biolo Y rs'for rapid drying;
Dead animal disposal mposition logical additives or oxidants
pits Carcass decomposition 2( Proper disposition ofearcassrs
Incinerators 1 Complete covering of carcasses in burial
• Incomplete combustion P Proper loeation/construction ofdis osal pits;
❑ Secondary stack burners pi

Source
Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Of Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
_ Available From
Additional Information : _ NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual
NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
Nuisance Concerns in Animal Manure Management:

Insect Control Checklist for Animal Operations
_ BMPs to Control insects Site Specific Practices
Source Cause
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids IN Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
IN Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

Insect Control Checklist for Animal Operations
Source Cause BMPs_to Control)insects -- Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
]Excessive vegetative Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry S steams
Feeders • Feed spillage C1 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause BN.IPs to Control insects Site Sp ecfflic Practices
Feed storage a Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
Cl Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
0 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling o Accumulations of animal 13 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
Cl Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology, Box 7613,North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site.You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen.This plan should be posted in an accessible location for all employees at
the facility.The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems, houses,solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump,and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours,emergency number: 1-800-858-0368.Your phone call should
include: your name,facility,telephone number, the details of the incident from item 2
above,the exact location of the facility,the location or direction of movement of the
spill, weather and wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS,phone number:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: _
2 November 23,2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone: -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016