510043_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 Nan-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these pern its, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 51-0043 Certificate Of Coverage Number: AWS510043
2. Facility Name: Rickie Norris Farm
3. Landowner's Name(same as on the Waste Management Plan): Rickie Waynee Norris
4. Landowner's Mailing Address: 7763 Stricklands Crossroads Rd
City: Four Oaks State: NC Zip: 27524-8126
Telephone Number: 919-894-8817 Ext. E-mail: sforkfarms;ri:aol.com
5. Facility's Physical Address: 7763 Stricklands Crossroads Rd
City: Four Oaks State: NC Zip: 27524
6. County where Facility is located: Johnston
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Mumhv-Brown LLC
10. Operator Name(OIC): Rickie Way ne Norris Phone No.: 919-868-5799 OIC#: 985982
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-Wean to Feeder 3,552
Oil eration T%ties:
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 Poultn
Gilts Other Non Laying Pullet
Other Layers

a v
ROY COOPER e
cavtrnor '�� G
M CHAEL S.REGAN 'Q, r ' AlnICALQ;t,--
LINDA CULPEPPER NORTH CAROLINA
Dirrrtor Environmental Quality MAR e , 2019
February 27,2019 �Y�
Rickie Wayne Norris
Rickie Norris Farm
7763 Stricklands Crossroads Rd
Four Oaks,NC 27524-8126
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 bM:Hd g.nc tYov/about/divisions/water-resources/water-quality-rWjo�perrations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone] 4 r 74)7
In order to assure your continued coverage under the State Non-Discharge General Permits- you must. submit an application for (�
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered b7 an
Expiring Eypiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that v ou must include one 1 cony of the Certified Animal Waste Mana ement Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on pie 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 lion-Discharge General Permits, the enclosed application, or any related matter please feel
free 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-AWS510043
Murph4-Brown LLC
�� 51North Carolina Department of Environmental Quality I ONsion of mef Resources
2 N.Salisbury St I MG Mall Servioa Center I Raleigh,North Car"a 276994636
',e2 " 919.7D7 9DDD
rw_
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13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
MAIN LAGOON 19.00
SECONDARY LAGOON 19.00
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 bi 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)
p/NCD k
c. The soil series present on every land application field LQr.;,��--�
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 ��� 262019
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 by a principal executive officer of the corporation):
Name: ' Title: f
C
Signature: Date:
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:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
Mortality Management Methods 7
D1►.1
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option. MAR 2 6.2011
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ 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.
a 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.
Q 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 opinion•of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must.be attached).
aMass 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.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

/Adddl.ress:
�AN=H;LL WASTE HANAG22c= FLA21CSRTiYYCATION�OR N�r7 OR EZFAZiDED PEEDIATS
raturn the eomplated form to the Diviaioa of EaviroaaantA1Hanaigemeat at
dress oa the reverse side of thiAps�, foz3.
f farm (Please p int % Alor Li
-$ Phone No. :
County:
Farm location: Latitude and Longitude:°L' Ae /If Al"LN (rewired) . Also,
please attach a copy of a county road map with location identified.
Type of operation .(swine, layer, dairy, etc.) : ;h
Design capacity (number of animals) Z9?L �c h .
Average size of operation_ (12 month population avg.) : )2.74
Average acreage needed for land application of waste (acres) :
zaazaaaaasaec:assaazzazasz:sac:aaszsas::zzaserassazsaa:azzssassss,e=aemzza=aaasCics
Technical specialist cestificatio=t
As a technical specialist designated by the North Carolina Soil and Water
.Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division .of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haze-beery verified by me or other designated technical specialists and
ara included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm. -
Name of Techaical S qci ist (Ple a Print) :
Affiliation: <S
Address (Ages O ree Phone No. -
• Signature: Date•
aena=a.=a=aaac==aezzaa�a.s:zzaazeszs:ass��:amazazcasaz=zzaauaesa�ms:a�aas
owner/Xaaager Agreement
I (we) understand the operation and maintenance procedures established. in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Na=e of Land Owner ease Print) : L:�? / D
Dat
Signature:
e• 6f
Name of Nanager, if dif rent from owner (Please print) :
Signature: Date:
, ote: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACYE-W#

a
PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT
I, i ,mac (.J _, certify that I (own, have access to) the
(producer)
following irrigation equipment:
TYPE IRRIGATION AI4rD SIZE =5�p;
� J/fc• S*•�KS
AVAILABLE FROM _ _ 00
(orm'fr of exjuipmrrr.t)
I further certify that, through the arrangements I have made concerning irrigation equipment. I
will be able to irrigate as necessary according to my waste management plan.
Signature Date
(producer)
PRODUCER CERTIFICATION OF IN ENT TO PLANT GRASS FOR
IRRIGA
1, 2�' , - l.J , certify that i will plant the specified grasses
(producer)
as outlined in my waste management plan at the next available seeding date. If this seeding
date is in excess of 6 months Nm the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation.
Signature Date
(produoer)

LAGOON DESIGN CHECK LIST
1. Copy of 026 and .supporting .maps included if clearing involved.
(including access roads and waste application system sites)
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
a. designed volume exceeds needs
b. all temporary storage is-.designed above the seasonable high
water table..
c. 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
Hazard Classification Sheet. (NC-ENG-34 included)
a. distance to nearest: stream in. event of dike failure shown
b. distance to nearest public road in event of failure shown
c. topo map of- area to support a & b above included
A- e _ irs-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
c. pumping agreement signed by adjoining landowner showing tract
numbers, field numbers, acres, etc. if needed
d. 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. seasonal high water table at highest elevation
e. borrow area location shown

9. Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10k"'-'Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed
and-anticipated locations of such areas identified
C. protection of liner during initial filling and near flush
pipes addressed
Grid Sheet (original or ledgable copy)
agridded area large enough to include embankment slopes and
surface water diversions
location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
csurface water removal (pipes, outlets, etc) shown
soil borings location shown
TBM location & elevation shown
N/A f. existing utilities located (if applicable)
12 . Typical cross-section included
al__� dike elevation & top width shown
b'�" lagoon bottom elevation shown
c:/" side slopes shown
d✓ effluent outlet pipe invert elevation shown
e.✓ building pads - elevation & grade shown
NIA f. cut-off trench shown - if required
g e"' liner- shown - if required
13 . Volume Computations
excavation
'bJ dike fill
f C. pad fill
14. Summary Sheet
`a".- design requirements -
excavation volume
fill volumes
cut-fill ratio
job class
09 15 . Location of subsurface drainage (if present)
Y 16 . Presence of utilities addressed
�p 17 . Observation of cultural resources statement included
�;� 18 . Operation is outside of jurisdictional limits of municipalities

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A! '994
• DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT,CORPS OF ENGINEERS
P.O.BOX 1890
WILMINGTON,NORTH CAROLINA 28402-1890
IN REPLY REFER TO August 10, 1994
Regulatory Branch
Action ID No. 199303314 and General Permit No. 198100049
Mr. Rickie Norris
Rickie Norris Farms
7763 Stricklands Crossroads Road
Four Oaks, North Carolina 27524
Dear Mr. Norris:
Reference is made to your meeting of June 21, 1994, with Mrs. Jean B.
Manuele of my Raleigh Field office staff on your property located at 7763
Stricklands Crossroads Road (S.R. 1143) , adjacent"a.nd"above the headwaters of an
unnamed tributary to Stone Creek, southeast of Benson, in Johnston County, North
Carolina. The purpose of this site inspection was to determine the presence of
wetlands subject to our regulatory authority pursuant to Section 404 of the Clean
Water Act and to delineate these areas, if present.
During the inspection, it was determined that there are areas subject to
our regulatory authority present on the property. These areas were delineated
by Mrs. Manuele and you were advised that any mechanized landclearing, filling,
or excavation in wetlands will require that a Department of the Army (DA) permit
be obtained prior to any such activities. Unauthorized activity would be a
violation of Federal law. Before you undertake any work, we strongly suggest
that the wetlands be surveyed and platted on a property'map. Such mapping would
help- you avoid any unintentional disturbance of wetlands on the site and would
assist your planning and be essential to any application for a permit which you
might submit. Surveyed wetland lines, shown on property maps, must be field
verified and confirmed in writing by our staff to be acceptable.
Enclosed are copies of 2 Wetland Determination Forms, providing specific
information obtained at stations on your property. The data on these forms
supports the delineation of wetlands on your site.
Reference is also made to your letter of July 18, 1994, rie! uestinc DA
authoriza to install an above- round utilit line across wetlands on our
pro ert to trans ort waste water to near y ields for land a lication. I n
reqa .ds to that request, on anuary 1994 enewe general ermit No
i9810D04S, (co enc o a that aut crizes the maintenance, re air ana
installation o aerial and subaqueous u i Ines with attendant structures an
t e isc are of excavate or 13.11 materia s struction access
corri ors a soci ted wit u i it ine maintenance, repair and insta ation in
navig a waters and waters of the Unite States in t e State of Nor Carolina.
Your proposed work is authorized if you can---comply with all permit
conditions. Please read the enclosed permit to prevent an unintentional
violation of Federal law. As this Department of the Army general permit does not
relieve you of the responsibility to obtain any other required approvals, you
should contact appropriate State and local agencies before beginning work.

-2-
If you have questions, contact Mrs. Manuele, Raleigh Field Office,
telephone (919) 876-8441, Extension 24.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (with wetland data forms) :
Mr. Thomas Welborn, Chief
Wetlands Regulatory Section - Region IV
Wetlands, Oceans and Watersheds Branch
U.S. Environmental Protection Agency
345 Courtland Street
Atlanta, Georgia 30365
Copies Furnished (without enclosures) :
Chris Smith
Johnston County Soil Conservation Service
County Agricultural Building
806 North Street
Smithfield, North Carolina 27577
Mr. Jeff Coutu
Planning Director
Johnston County Planning and
Inspections Department
Post Office Box 1052
Smithfield, North Carolina 27577-4194
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687

.IMPORTANT TANT INFO MATIGN
ABOUT LAGOON CONSTRUCTION
RlcKy N o ►s E� psi d�c 8 jzsjgy
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS 134147
4147 — cubic yards
EXCAVATION cubic yards
FILL (pad & dike) cubic yards
TOP SOIL (minimum 3" thick) 5. cubic yards
CLAY LINER (represents a complete liner if required) ©D cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet fill above planned top of dam.
Clay content, thickness and compac lon of liners (if required) are very important. If the
certfying technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required(see CONSTRUCTION SPECIRCATIONS for
additional information). If independent engineering-analysis is required, this expense will be the
.responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS"Conservationist regarding mulching).

. m
e a •r
Operator:RICKY NORRIS County: JOHNSTON Date: 08/26/94
Distance to nearest residence (other than owner) : 1200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1776 head (wean to feeder) x 30 lbs. = 53280 lbs
Describe other _ 0
Total Average Live Weight = 53280 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 53280 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 53280 cubic feet {�
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION RQT- �CE.0 D Ate' Oy`I AF95 `��epEr-
Volume = 0. 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 150. 0
Inside to width feet AM
P (feet) - 115. 0 A►Y6R
Top of dike elevation (feet) ----------------- 46.1
Bottom of lagoon elevation (feet) ------------ 35. 1
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 144.. 0 109 . 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
144. 0 109 . 0 15696 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
84 . 0 49 . 0 4116 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
114. 0 79 . 0 36024 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMII * DEPTH/6
15696 . 0 36024. 0 4116. 0 1.7
Total Designed Volume Available = 93060 CU. FT.

n
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
150.0 115. 0 17250. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 17250. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 53280 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 97325 gals. or 13011. 3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatE
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 . 48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 10062 . 5 cubic feet

a
. 4
5D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 9775. 0' cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 10063 cubic feet
5D. 9775 cubic feet
TOTAL 32849 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year _ 24 hour rainfall__________________> 6 . 8 inches
Freeboard=__________________________________> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length___________________________> 150. 0 feet
Inside top width____________________________> 115. 0 feet
Top of dike elevation_______________________> 46 . 1 feet FOflk
Bottom of lagoon elevation__________________> 35. 1 feet
Total required volume_______________________> 86129 cu. ft.
Actual design volume________________________> 93060 cu. ft.dej#7 X,00adZ
Seasonal high watertable elevation (SHWT)===> 42 . 7 feet
Stop pumping elev._____________-------- 42 . 7 feet
Must be > or = to the SHWT elev.====______> 42. 7 feet _
Must be > or = to min. req. treatment el.=> 41. 1 feet
Required minimum treatment volume=====______> 53280 cu. ft.
Volume at stop pumping elevation=====_______> 59596 cu. ft.
Start pumping elev._________________________> 44.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 83285 cu. ft.
Volume at start pumping elevation=====______> 83093 cu. ft.
Required volume to be pumped________________> 23074 cu. ft.
Actual volume planned to be pumped=====_____> 23498 cu: ft.
Min. thickness of soil liner when required=-> 1. 6 eet
7. DESIGNED APPROVED BY:
DATE: cli n/44 -Re josv DATE: a 9 qy
n' /90 13616s�iy k25",6Y `3�}9� )b.
NOTE: SEE ATTACHED WASTE UTILIZATION PLANs3/Lu11, Kss,6y 135$,Y ;b.
COMMENTS: TI,;s I �i�s m,. is ih a1_ Flt' -��.3TseY� 7--, A// /Sod jo+»
PRACTICE MEETS STANDARD OND SPECIFIC 0.
CERTIFiCA )ON MAQ� G�'

e
. r
L 11�(�Z >)oc,u nnEs
5D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 11268 . 8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 11600 cubic feet
5D. 11269 cubic feet
TOTAL 35880 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 6. 8 inches
Freeboard===================================> 1. 0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length=====-=====================> 159 . 6 feet
Inside top width============================> 124 . 6 feet
Top of dike elevation=======================> 46 . 1 feet
Bottom of lagoon elevation==================> 33 . 5 feet
Total required volume=======================> 89160 cu. ft.
Actual design volume========================> 120, 1fi f
Seasonal high watertable elevation (SHWT)===> 42 . 7 feet
Stop pumping elev.__________________________> 42 . 7 feet
Must be > or = to the SHWT elev.==========> 42 . 7 feet
Must be > or = to min. req. treatment el.=> 39 . 5 feet
Required minimum treatment volume===========> 53280 cu. ft.
Volume at stop pumping elevation============> 81128 cu. ft.
Start pumping elev._________________________> 44 . 4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 108897 cu. ft.
Volume at start pumping elevation===========> 107981 cu. ft.
Required volume to be pumped================> 24612 cu. ft.
Actual volume planned to be pumped==========> 26853 cu. ft.
Min. thickness of soil liner when required==> 1. 8 feet
7. DESIGNED BY: APPROVED BY:
DATE: t/z5-/q4 REYLSEs7 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
lo!5!GM 1bLt3 MF- V.( 1 L t r4 E R. 1 ZD) 1((. C;!,k.
Wlio Umre- -9 3) 01=0 UA--4
2.`7, 10.E = 1003 c�„yd5
z7

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of 'waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 storage pump-out of the lagoon when fluid level
reaches the elevation 44 .4 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 42 . 7 . This temporary
storage, less 25 yr- 24 hr storm, contains 23074 cubic feet or
172592 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
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.

Orientation: -45.0 Z Magnification: 27.9 Inclination: 20.0
T
47.00
46.00 T
45.00
.
♦
44.00'
43.00 ••..• ���
\ ,
42.00 -
Lower Left 30 Mesh Surface
30 Mesh Surface
Existing
Project: RICKY NORRIS
Drawing: REVISION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

47.00 ,
�. 0V7.3
w 's'B 9t6.8
• 44.00
47.00
43.10
0 X 2.70
• iR a X 42. 42. 0
Dat-li.ht .75iWUter
Plot of all data for the surface:
Existing
Project: RICKY NORRIS
Drawing: REVISION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation: -46.0 Z Magnification: 10.7 Inclination: 20.0
.
.
48.00' 1 /
`\
44.00•• ..
i
42.00...- ,
40.00.. .•� I` i�,38.00-1 l`
...��111] f�� 1'111111 1���11�-
� � 11�11 �1�11�
�I]]]� 11111
36.00"
34.00
Lower Left
30 Mesh Surface
30 Mesh Surface
Proposed
Project: RICKY NORRIS
Drawing: REVISION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Surfaces:
Proposed
Existing
Tight Volumes Expansion (°s) Expanded Volume
Cut: 2222 .56 0.00 2222.56
Fill: 3006.33 30. 00 3908.23
Difference: -783 .77 Net Import: 1685. 67
All volumes are in cubic yards.
`rAt l s IJa G uA+JE Dc OLT /VbT �ICC v D
Grid cell size: 5. 99 by 6. 01
Original scale: 50.00ft/in ANY D vERCv-r F:m P-C Abs, "DMNp6 E
c )(Z L
Project: RICKY NORRIS
Drawing: REVISION T-tA—
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

^
^
411
4m
��A-- - �r,ww

-----------...........................................-. 4 .09
...................................
SOS
....................................
....................
...4Sw-0-9..........................................
---------------------...............................*............................................
Dawlight erimeter
Plot of the contour data for the surface:
Proposed
Project: RICKY NORRIS
Drawing: REVISION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

s b
44 F
4T.Be4771 00
V147 7
197.5T
40
• ,'44.00 47.40
47.00
f-46.09 ZrD
4635. 09 43.10
r-35.09 XI 35.09
), 46.09 ' 46. 9
• DaL l.i ht _g5inter
00
Plot of the sloping lines for the surface:
Proposed
Project: RICKY NORRIS
Drawing: REVISION
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Sc Cod
I .-- CARRO.LL'S FOODS, INC.
P.O. Drawer 856
WARSAW,NORTH CAROL.INA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER1cK�i O fZRlS
FARM DESCRIPTION Cµ S ia s N V ASM-LES
LOCATION ZTo-'a ri rm N Co 0 Wr�
COMPANY FARM
CONTRACT GROWER ✓
i

1�
I-M-POIZTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
Listed below is a brief summary of volumes and other data: (See contents of Plan for more
information)
DESIGN REQUIREMENTS 3 Z cubic yards
EXCAVATION ;2_399 cubic yards
FILL (pad & dike) 4,7 cubic yards
TOP SOIL (minimum 3° thick),5156',(,25 369._;Z7 _ cubic yards
CLAY LINER (represents a complete liner if required) In 45 cubic yards
Constructed top of dam must include a minimum of 5% settlement - EXAMPLE: 10 feet high
dam will require 5% of 10 feet or 0.5 feet.fill above planned top of dam.
r
Clay content, thickness and compaction of liners (if required) are very important..- -If the
certifying-technical specialist is unable to approve the liner with normal field techniques, an
independent engineering analysis will be required(see CONSTRUCTION SPECIFICATI ONS for
additional information, If independent engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications. The lagoon dike must be seeded
according to specifications before the system can be certified and stocked with animals. (Consult
with your SCS Conservationist regarding mulching).

„j
1
ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGMENT PLAN.
This design has been prepared in accordance with USDA Soil Conservation standards and
properly installed will allow certification and stocking of animals. The following items
should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. AW changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It
does NOT account for cut/fill for liners, roads, borrow areas, drainage or other
related construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT'MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY
DEVIATION FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE
BY CONTRACTOR OR ANYONE OTHER THAN CARROLUS PERSONNEL.

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Y.v
CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon has been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval the grower and the person certifying
construction must sign a document called Certification for New or Expanded Animal
Feedlots (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and_a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, No Certification -- No Animals.
If you have any questions about any of the above information please contact one
of us by calling 910-293-3434, extension 246.

AN:MiAL WASTE HANAGMEWT PLAN CERTIFICATION FOR NSW OR. EXPANDED FEEDLOTS
Phase rstura the completed form to the Division of Environmantal. 2iaa2Lg8=eat at
the add-.naa On the ravarsa Aida of this form.
Name of farm (Plea e p int o `
Address: - s
Y Phone No. :
County:
.
Farm location: Latitude and Longitude:l°22! Ae Ile 29' LN (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation .(swine, layer, dairy, etc.) : '»
Design capacity (number of animals) : 6- a
Average size of operation' (12 month population avg.) :
Average acreage needed for land application of waste (acres) :#rax_3 Ar-
sazs as a as s aas:asas,csassssaeataos aassa�sn at sssszsa ssasszssaz zaza::as=asses aaza syasas=
Technical Specialist certification
As a technical specialist designated by the North Carolina Soil and Water
.Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that 'the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-harp been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25 year, 24-hour
storm. -
Name of Technical S q i ist (Ple a Print) : ►' 3
Affiliation:
Address (Agee 'Kee Phone No. -
Signature:
Owner/Xaaagar Agreemaat
I (we) understand the operation and maintenance procedures established. in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Nama of Land owner a se Print) :
Signature: Date: 6
Name of wanagar, if di f rent from owner (Please print) :
Signature: Date:
?dote: A change .in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:AC.VEW#

U. 'S. Department of Agriculture NC-ENG-34
Soil Conservation Service - September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner C 0l is County c w! A" N
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Tap of Dam Ft. Length of Flood Pool �o o Ft.
Date of Field Hazard Investigation
Evaluation by reach.of flood plain downstream to the point of estimated minor effect
from sudden dam. failure.
Est. -Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: -Slope: Land Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. c. JJ Ft. t.
�,5Tur . oN�
- — -- - -
:,5-ce-o a o.o : . to .
2 --...
,
: A.�
,��..
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SUDDEN EATIURF OE SIRUCTURE WILL NOT ENDANGUFR
LIFE OR DAMAGE PUBLIC TRANSPORTAION.
Hazard Classification of Dam b, 0 (see NEM-Part 520.21)
Dam Classification 0 II, III, IV, V)
By C.? Date
name ti tl e
Concurred By �'0­0____I�e'. /V` • C - Date
name tit e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

s
TABLE OF CONTENTS
Vicinity Map . . . . . . . . . . . . . .. . . . . . . ... . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 1
ASCSField Map .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . 2
SoilsMap . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . .. . . . . . . . . . 3
Soil.Investigation Worksheet 4
Waste Treatment Plan . . . . . . .. . . . . . ... . . . . . . . . . . . . ... . . . . .. . .. . . . . . . . . . . . . . . . 5
Waste Utilization Plan . . . . . .. . . . . . ... . . . . . . .. . . . . ... . . . . .. . .. . . . . . . . . . . . . . . . 6
Operation and Maintenance Plan . . . .... . . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . . . 7
Construction Specifications for Lagoon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Seeding Plan (FArm Site) . . ... . . . . . ... . .. . .. . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . 9
Computer Drawing of Existing Ground . . . . . . . . . . . . . . . . . . . ... .. . . . . ... . . . . . . . . 10
ExistingElevations ..... . . . .. ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . . . 11
Lagoon Cross Section Diagram . . . . . .. .. . .. . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . 12
• Computer Drawing of Proposed Lagoon & Building Pad . .. . . . .. . . . . . . . .. . . . . . . . . 13
SiteBalance Report . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 14
Computer Drawing -All Data -Proposed . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . 15
Computer Drawing -Contour Lines . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 16
- = Computer Drawing -Sloping Lines . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Computer Drawing -Blow-up of Lagoon Corner . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . 18
Building Pad Elevations . . . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . 19
Computer Cross Section -Existing• -Proposed -Balanced .. . . . . . . . . . . . . . . . . . . . . . . . 20
Facility Overlaid on Existing Topo Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

S:5•i�G-53e U. a..UrVAKIPAtrr° ur AUKILULIUML
Re, 5-70 +� - SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FA_RMEWS NAME-4k J . ' DISTRICT A4S oa
t DATE - COUNTY S
S.C.S. PHOTO SHEET NO. Saa WORK UNIT c -
WA7HRSHED AREA MEASUREMEM
CROPLAND ACRES PASTURE-ACRES
WOODLAND ACEitS TOTAL ACRES POND CLASS WORK UNIT CONSERVATIOFIIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1111frc ' feet)
Locale rc ence Point -M Centr 'ne of dam and identify on sketch.
7
D1-op
E
. 3
7o r� i
� t sip
I j .g ^ I p. •
ZfiD0 [
rz 1�
3+oo [
5
r-11-141
�hD ✓
°
R C fG
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and sPllhoay borings firs!-then Ponded area and borrow Pit borings-separate with vertical nod line.
(Cont(naed on back whenr necessary) Show water table elevations on dam-slie borings.
SCALE 1 2 3 { 5 6 ? 8 9 110 11 13 14 15 16 117 18 19 120 211122 1123
N �3° a- 6P s 'a s �17- '
z- ! ! c
z- '
9P-a f c
y,OG` 5 e 13Z e,
E�E
� o
0
BORINGS MADE BY SIGNATURE 6c TITI E

Tt
t
t
Operator:RICKY NORRIS County: JOHNSTON Date: 08/17/94
Distance to nearest residence (other than owner) : 1200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1776 head (wean to feeder) x 30 lbs. = 53280 lbs
Describe other : 0
Total Average Live Weight = 53280 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 53280 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW 1 CF/lb. ALW
Volume = 53280 cubic feet nn
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Her "- 4cLu aF.� Art- OW N wx
Volume = 0.0- cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 200. 0
Inside top width (feet) --------------------- 90. 0
Top of dike elevation (feet) ----------------- 46. 1
Bottom of lagoon elevation (feet) ------------ 35. 1
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3. 0 3 . 0 194 . 0 84 . 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
194 . 0 84. 0 16296 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
134 . 0 24. 0 3216 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164 . 0 54 . 0 35424 (AREA OF MIDSECTION * 4)
CU. FT. = KAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMi7 * DEPTH/6
16296. 0 35424 . 0 3216. 0 1.
Total Designed Volume Available = 91560 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (.top of dike)
Length * Width =
200.0 90.0 18000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 18000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 31
Volume = 53280 lbs. ALW/135 lbs: ALW * 1. 37 gal/day 180 days
Volume = 97325 gals. or 13011.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
• of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 10500. 0 cubic feet

i
5D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 10200. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 10500 cubic feet
5D. 10200 cubic feet
TOTAL 33711 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall====_____________> 6. 8 inches
1. 0 feet
Side slopes_________________________________> 3 . 0 1
Inside top length___________________________> 200. 0 feet
Inside top width____________________________> 90. 0 feet
Top of dike elevation_______________________> 46. 1 feet
Bottom of lagoon elevation__________________> 35. 1 feet✓
Total required volume=______________________> 86991 cu. ft.
Actual design volume__________--------------_> 91560 cu. ft.
Seasonal high watertable elevation (SHWT)===>✓ 42 .8 feet
Stop pumping elev.____________________-----_>✓ 42.8 feet
Must be > or = to the SHWT elev.====______> 42 .8 feet
Must be > or = to min. req. treatment el.=> 41. 1 feet
Required minimum treatment volume=====______> 53280 cu. ft.
Volume at stop pumping elevation=====_______> 57840 cu. ft.
Start pumping elev.====_____________________> 44 . 4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 81360 cu. ft.
Volume at start pumping elevation=====______> 81384 cu. ft.
Required volume to be pumped====----________> 23511 cu. ft.
Actual volume planned to be pumped=====_____> 23544 cu. ft.
Min. thickness of soil liner when required==> 1. 6 feet
7. DESIGNED BY: APPROVED BY:
DATE: S` 11 I.91 - DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

w�
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�....1s l.�(Z VaLdM.F5
5D. Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot * DA
Volume = 11829.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 12178 cubic feet
5D. 11830 cubic feet
TOTAL 37019 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 6.8 inches
Freeboard___________________________________> 1. 0 feet
Side slopes=-=--------==------------===----> 3 . 0 • 1
Inside top length===========================> 209 . 6 feet
Inside top width____________________________> 99 . 6 feet
Top of dike elevation=======================> 46. 1 feet
Bottom of lagoon elevation==================> 33 .5 feet
Total required volume=======================> 90299 cu. ft.
Actual design volume========================> 86 c t.
Seasonal high watertable elevation (SHWT)===> 42 .8 feet
Stop pumping elev.==________________________> 42 .8 feet
Must be > or = to the SHWT elev.==========> 42 .8 feet
Must be > or = to min. req. treatment el.=> 39.5 feet
Required minimum treatment volume===========> 53280 cu. ft.
Volume at stop pumping elevation============> 79921 cu. ft.
Start pumping elev.==-------- 44 .4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 107956 cu. ft.
Volume at start pumping elevation===========> 107852 cu. ft.
Required volume to be pumped================> 25189 cu. ft.
Actual volume planned to be pumped==========> 27931 cu. ft.
Min. thickness of soil liner when required==> 1. 8 feet
7 . DESIGNED BY: ...�� APPROVED BY:
DATE: �l j�4 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
psi(.r4 Uo(,c m s W LLNER 78t� C". • t-�
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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
---- ------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number 'of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will 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 storage pump-out of the lagoon when fluid level
reaches the elevation 44 .4 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 42-,-8_ . This temporary
storage, less 25 yr-. 24 hr storm, contains 23511 cubic feet or
175865 gallons.

SHEET 2 OF 2
f
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
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.

t
SHEET 1 OF 2
E
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
---------------------L
completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation. _
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE(� 1. 6-ft.
------ --------------------------------------- ---- ---
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE Af CHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL.,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA/ BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 . 0 TONS OF. DOLOMITIC LIME (2 TONS/ACRE)
100. 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.

Orientation: -45.0 Z Magnification: 33.0 Inclination: 20.0
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Lower Left 30 Mesh Surface
3D Mesh Surface
Existing
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Existing
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Lower Left 3D Mesh Surface
3D Mesh Surface
Proposed
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Surfaces:
Proposed
Existing
Tight Volumes Expansion (%) Expanded Volumes
Cut: 2398.97 .t 0.00 2398.97
Fill: 3074.89 30.00 3997.36
Difference: -675.92 Net Import: 1598.39
All volumes are in cubic yards.
-----------------------------
Grid cell size: 6.04 by 5.99 ✓04iu Mr %Z)cEs tia"r U; t4C-LQOE.
--Original-scale_-50_00ft/in- aVr-(ZCuT T=oct L tNer-
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Number: 2 888"S �BALANCe5 vg -�-x, USRl�(G Fi%CIQtr ,
Location:
Bid Date: r
Engineer:
Owner: /���
Estimator: aYls• Rom.
-----------------------------
-----------------------------
Prepared by: using Sitework
-----------------------------
-----------------------------

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Plot of all data for the surface:
Proposed
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Plot of the contour data for the surface:
Proposed
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

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Proposed
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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Plot of the sloping lines for the surface:
Proposed
Project: RICKY NORRIS
Drawing: 2 888"S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

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RICKY NORRIS: 2 888"S: Proposed 17 AUG 94 11:35 AM

48.00
Proposed
46.00 ................... ....... ........................................................................................................................................................................................................................................................... ................. ..............
Existing
44.00 ............................................................ ................................................................................................
I........... ..................................................................
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RICKY NORRIS: 2 888"S
17 AUG 94 11:35 AM

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SOIL
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CONSERVATION SERVICE
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ
E.%-IERGENCY 1v1_.�L-NAGEMEN-T SYSTEVi_ 9/9•-f8•1Z-5VM
SWCD
N-RCS — t
This plan will be implemented in the event that wastes from your operation are leaking,
overrlowing, 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:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakaae from flush systems. houses. solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure no siphon occur_.
d. Stop all flo%v in the .'louse. ush systemns. or sciij Zepara;ors.

e. 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:
a. Dig a small sump-or ditch away from the embankment to catch all seepage.
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing anirnii1s. trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
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 �;paters?
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 DWQ (Division of Water Quality)
regional office; Phone - - After hours,emergency number: 919-t3-394.2.
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 -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the 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 `ame:—ZZ-9�t /s
b. Contractors .address:
c. Contractors Phone: � I0

b: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer. etc.)
a. Name: �
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectif-- the damage, repair the system, and reassess the waste management plan to
ke--p problems with release of wastes from happening again.

Swine Farm Waste Management Odor Control Checklist
_ — tiuurcc-- -V-- Cause llilVtl's to h iahuize Odor Slte specific I'l-actlecs
I'Lll nIACIIIl Swine production 11K Vegetative or wooded buffers;
recommended hest management.practices;
Qnod judgment and common sense
Animal Im,iy surfaccsr nirly manure-covered animals N-,6fy floors
I"loolr Sul ltln:c!� Wei manure-covered flours _ Slotted floors;
l alerers located over slotted floors;
Feeders at high end of solid floors; ,
�`1�5crape manure buildup from floors;.
14 underfloor ventilation for drying
ALuuuc cudlecti'nl flits --. 14111e; (17/(rcducnt manure removal by flush,pit recl►arge,
• I'allial microbial decomposition or scrape;
n llnderflnor ventilation ,(i/,N
VcnliLlliun c,luol,l I:InS • Vululile gases; fa�w nulintenance;
Dust lrl�I:flicicut alit movcn►cul
a Ill�l�li,i III I.���:. • D11S1 Ef"Wilslldowll betmell grotills of illihil ills; � �•' �'
f7 Feed additives; 1; '
Cl Feeder covers;
x # '
FW feed delivery downspout extenders In feeder
covers j
I lu ll I.u,l. Agitatimo of reeycicd lagooll f1 Flush tank:covers; -
li(plid while tanks are filling Gl Extend fill lines to near bollonl of tanks with 14-14
_ antl-siplloll Vellls
Hulh nil.�� - -- Agitalion during waslewauer n thiderfloor(lush with underfloor ventilation.N�� --
convcyauce
I'il Agila ion of recycled lagoon n Extend recharge lines Io near hotlunl ofpils N -
lilluid while pits are 1111ing +viol anti-siphon vents
I_ili malioll:. ---• Agilation during sump Bulk 171 suulp lank covers
filling and drawdown
(�I11]Ide III dill I I111L:CI1u11 • AliIladoil lltirillg wilslwiller lllx lnVelS --- -
/�✓ ---
w jun�aiuuliutc, conveyance
Ahll1(:

Sillirc L: Cause
DMZ's In Minimize Odor Silo spucific Praclices
Flld Ofill'ilillililICS ill Agitation during wastewater
Extend discharge point of pipes undernealb
lagnoll Conveyance 1480011 liquid level
I Volalild gas emissions; R—ffopr'r lagoon liquid capacity;
• Iliological mixing; W-60 reel lagoon startup procedures;
• Agitation ;__Minimum surface arca-101VOI111110 ratio;
M-ImilliIIIIIIII agitation when.pumping;
n Mechanical aeration;
171 Proven biological additives A-'Ill
ligh pressure - rrignic on dry days with Mile or no wind;
Wind drift 01"'Minimum recommended operating pressure;
R"'I'limp intake near lagoon liquid surface;
-f-I 1111111P from second-slags lagoon_/V/If
Parlial microbial(Ic"I'llPosilioll; TI Bollom or midlevel loading-,
Mixing While filling; El Tank covers;
• Agitation wliell clljplyillg n nasin surface mats of solids;
Cl 1"-()vt:ll biological additives oroxidants
F111711:1-41lial-der"1111)(Isilit". Cl I-XICII(I drainpipe outlets 1111clerlicaill liquid
• Mixing while fillilig; level;
Agitation wlicil elliplyilIg f-I Remove scillell solids regularly
A ghwiml wIlvil spreading; F-I Sail inicefioll ofsltlj-l-y/sljl(jges;
�plca,lcl outlet' Volatile Vas clillsslolls
f-1Al
Wash residual npanurc fi-out qIreadur after use;
f-) Proven biologic;ll alidilives oi-oxidants
11- Soil Injection (I f sillcry/sIlidges
ill ficlil
sill I-ilcet' Ul Soil ilicorporalum witlifil 18 hrs.;
f-1 Spread ill thin1111iforill layers For rapid drying; A///p
CI Proven biological additives or oxidilills
("'arcass decompositioli
OCAII 'Milli'll dl-qwn'd Pr Com—plulecovel-i—lig
Ilih —
- -- " -,
lilt.:llL;j.jjLjl:,
hic(Ill kl)lt:IL:cmillillmion rI secollilary slack burners141IN
ANI(W

SUM CC Cause
.......... lIMPs In Minimize Odor
IL
111111foper drainage;
Slanding %V,Ilc !i— Sue Specific 11ractic
71C�.rado and landscape such that water dmhw
facilities Microbial decolliposilicill of away from facilities
urgunic innuer
-1y
maintained access roads lill'111 access road Inailildmulce
A vailable Froln
Management DM Rule/lIMP Packet
NCSIJ,Collilly I.Xiension Colliul,
Swine Pruduction Funn I,()lI!IIliaI Odor S011MCS and RCHICLUCS ; FBAE Fact Sheet NCSIJ - IIIAJ-.
Swim III-1111ilclion FaciHly Munurc bdunagcnimt; Ph Redjurgc-Lagrink Ilwamwd; ERAH 12188 NCMJ-nAE -
Swinr IIrodin:jinjj,j:ju:ijily N-lanllre Management: Underfloor F-hish- Lagoon Treatment FIIA17. 129-88 SICSINHAR
I.agnan DKOH mid himmgmitem for Livestock Manure TwWmwo and Swmpe ; EBAR 10583 NCSIJ -
Calibration-of Manure and Wastewater Application I'tiklipillcill ; FBAF Fact Sheet
"n"ll (Wars hn"I Swine Buildings; PHI-33 NCSIJ- IJAIi
EnVifUnInclilal Assurinicu I't-ograin ; NPPC MWILIIII NCSIJ -Swine fi'xlellsioll
IMm hw hNnaging 11dur; u report froin lite Swine 0darTask Force - NC- Nit Producers Assoc
NCSII A8rj b)IIIIIIIInicalions
i'lut"mice"'Icull's in Anitnid Munurc bdunagenient: Odurs and Flies 1'110107, 1995 Conference pfocccdillgs Florida Cooperative I-xiell-sion
k

i
q •
Insect Control Checklist for Animal Operations
Source gust _ limps to Control Insects T- ---- - Site Specific Pruclices =-- ---
Liquid Systems
Flush Gutters • Accumulation of solids f Iush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Ul-fiemove bridging of accumulated solids;It
discharge
Lagoons and NIS 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-
_ g inches over more than 30%of surface.
I.Keessive Vegetative Decaying vegetation _ Maintain vegetative control along—hanks-of ---
e.lruwtll lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Syslents
Feeder, • Feed Spillage _ Design,operate and mallltain feed systems(e.g.,
bunkers and troughs)to minimize the
_ cumulation of decaying wastage.
f-Y Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
^Iced Sturage Accumulations of fired residues - iteduee moisture accumulation within and --- --
around inmmctlime perimeter of iced storage
areas by insuring drainage away livnl site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
W hispect lbr and remove or break up accwnulawd
solids in filter strips around feed storage as
needed.
AMIC- November 11, 1996, Page 1

Source - — Cause BMPs to Control Insects. - - - Sitc Specific 11'raclices
Animal I folding 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.
D Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e., inspect for and
remove or break tip accumulated solids as
_ needed).
Dry Manure I laudling . Accumulations of animal wastes 6�lcemove spillage on a routine basis(e.g.,7- 10
5�st`ms 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 /V4
stockpiles.
f7 Inspect for and remove or break up accumulated
wastes in filler strips around stockpiles and
- ----_----_--_ - -- -- manure handling areas as needed.
For mare inlumiation contact the Cooperative Extension Service, Department of Entomology, Box 7613,North Carolina State University,
Raleigh, NC,27695-7613.
1
AAllt.;- November 11, 1996. Page 2

V
A
Mortality Management Methods
(check which methods) are being implemented)
Q Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death_ The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a.rendering plant licensed under G.S. 146-165.7
7 Complete incineration
' In the case of dead poultry only. placing iri a disposal pit of a size and design
approved by the Departme.YIt of Agriculture
:s Anv method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)

Air en ate of U)19 s ten P/snv l all 9- 97
ANIMAL WASTE UTILIZATION PLAN
Producer: RICKIE NORRIS
Location: 7763 STRICKLANS CROSS ROADS ROAD
FOUR OAKS NC 27524
Telephone: [phone]
Type Operation: Existing Wean to Feeder Swine
Number of Animals: 3552.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be. used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
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.
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.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
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. Acreage
requirements should be based on the waste analysis report from your
waste management 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, ft3, tons, etc. )
3552.-pigs x .40 tons waste/pigs/year = 1420.8 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3552 pigs x .48 lbs PAN/pigs/year = 1704 .96 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N' ** * LBS
DETERMINING PHASE CODE AW N PER 'ACRES AW N
PER AC AC USED
----- or -------
APPLY RESID. APPLIC
METH N TIME
1083 1 NoB � C ; 100 105 20 6. 32 663�G
//ff I 1 MAR-JUN
Y u#!5 �,
1083 -1 NoB W 55 132 0 16. 32
1 I /g�},S FEB-MAR
01 Bill, of hd — 1V
1083 �1 NoB " SB F r-- 3�20 6. 32
1 I
APR.AUG
1083 � UN1 jGeB BP 14.5 225 0 43 . 26 73355
I
JAPR.SEP.
err, 4,aL "
1083 -UN1 SG 1 � 50 0 13 . 26 1163
I
JSEP.APR.
I@. 75 jBb FP 3 . 0 � 150 0 1. 80 1270
%D 8T I SEP-APR
END
I
TOTALI $
a33,45'
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In' the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN —
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners
not owntadequate be cland,
(Required only if operatorspecification 2 . )
See required sp
CROP YIELD LBS COMM N ** * LBS
TRACT FIELD SOIL TYPE & CLASS- CODE AW N PER ACRES
DETERMINING PHASE ipER AC AC _USED
SED
RESID. APPLIC
APPLY N TIME
METH
END
TOTAL 0
Indicates that this field is being overseeded (i.e.. interplanted) or
winter annuals follow summer ann
small grain, etc, interseeded
In interplanted fields (i.e.in bermudagrass) , forage must be removed through grazing,
silage.
hay and/or
Where grazing, plants should be grazed
when they reach a height of
asix to
grazedlne to anches height ofattle four
should be removed when plantsetc, is to be removed
inches. In fields where small grain,
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season
(i.e-
April or May) . Shading may result if small grain g
ets too
p - interfere with stand of
high and this will definitely in
bermudagrass. This loss of stand will result Rather edthan
yields and less nitrogen being utilized.
small grain for hay or silage just before heading as
cutting re enco
grain earlier. You may uraged to out the small
is the normal situation, you are
to consider harvesting hay or
the season, depending on
silage two to three times during the
in the fall.
time small grain
The ideal time to interplant small grain, etc, is late
October. Drilling is recommended over a
be or
September or early zed o mowed to a
broadcasting. Bermudagrass should .
height of about two inches before drilling for best results
page: 4

ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE CROP UNITS PER UNIT
BP HYBRID BERMUDAGRASS-PASTURE 50
C CORN BUSHELS 1. 25
FP TALL FESCUE-PASTURE TONS 50
SB SOYBEANS BUSHELS 4
SG SMALL GRAIN OVERSEEDED 50
W I WHEAT, I BUSHELS I 2 .4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 11. 38S•=
TABLE 2 0 0
TOTAL 11.38
*** BALANCE `-
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
preceding tables are considered to be the
Acres shown in each of the
buffers, filter strips along ditches,
usable acres excluding required perimeter areas not receiving
odd areas unable to be s due totequipment limitations. Actual total
full application rates due to equipment
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.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
measures to prevent over application
application u of sludge at agronomic rates. The sludge will be nutrient
pp produce
rich and will require precautionary per year in the
of nutrients or other elementof plan
s. Your availablennitrogenyper y p
approximately 269 .952 pounds p
sludge.
5 ears, you will have approximately 1349.76
If you remove the sludge every years,
apply this PAN to hybrid
pounds of PAN to utilize. Assuming Y pounds of nitrogen per acre, you
bermudagrass hayland at the rate If y00 ou apply the sludge to corn at
will need 4 .4992 acres of land. If you
acre, you will need 10.798o8 acres
the rate of 125 pounds of nitrogen p estimates of the PAN and
of land. Please be aware that these are onlvary
b 25% depending on your
land needed. Actual requirements creaaistic yields, and application
sludge waste analysis, soil types,
methods.
. APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the ding e rate occurs.of the
This
soil at the time of itialtsoilon such
moisture content, soil structure, amount
soil
rate is limited by initial application
texture, water droplet size, and organic solids•capacityof the soil at the
should not egatioontnora should lthe aplant ter oavailable nitrogen applied exceed
time of irrigate
the nitrogen needs of the crop. plan,
If surface irrigation is the method of land application for this
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed the acres
d to properly ir
shown in Tables 1 and 2 . Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
jApplication RatelApplic. Amount
Tract Field Soil Type Crop (in/hr) (inches)
1083 I 1 NoB C . 35 *.50
I
1083 UN1 GeB BP .35 *.50
UN5
Bb I FP . 35 I * .50
' 1083 -1
NoB SB . 35 *.50
1083 --1 NoB I W .35 I *.50
1
1083 ^-UN1 SG .35 *.50
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
- - - - - page: 7

ANIMAL WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2 . Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
J ll NARRATIVE OF OP1ERATION //
u�l ,CAne.5 AC, RL/l Ihwe tv://5 /�p ore►— i� �o
q �a GO �S ail h f,ece Arv� 7� A001"T o
� aa.Sfj
9,07 PA
3 A :75
S3 C� r e A Ter. 1
rJ /1 4 Z
. _ Page: 8

WASTE UTILIZATION PLAN
RE UIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the applicationWeather
does not occur during a season prone to flooding.
and Climate in North Carolina" for guidance. )
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soisshould be
held to a minimum and a suitable winter cover crop planted
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet
from
stream residentialor river er
property boundary and from any perennial
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995) ,
shall -not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips) .
12. Animal waste shall not be applied closer than 100 feet to
wells.
13 . Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, to sinks, etc. , shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc. ) . Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc. , are limited to areas where considered
mowed
appropriate. ctures shouldgoon areas sbeuld be inspectedtregularlydforc
Berms and stru evidence
of erosion, leakage or discharge.
Page: 10

WASTE UTILIZATION PLAN
RE UIRED SPECIFICATIONS
18. If animal produowner is responsibleion at the yfor obtaining is to be panded or
terminated, the
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc. , should
be inspected on a reguregular ar basis to prevent maintenancechecklistrshouldnbe kept on
and spills. A on
site.
ludes
20. Animal waste can be usnhuman rotation
consumption1ncHoweveregifables
and other crops for direct
animal waste is used on crops for direct human consumption itof
should only be applied preplant with no further applications
animal waste during the crop season.
21. Highly visible markers shall be installed to mark
top volume) of
bottom elevations of the temporary.storage (pumping
all waste treatment lagoons. pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
ion
22. Waste shall be tested
within
annually days
at croptsitestwherenwastesoil
shall be tested at least
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:RICKIE NORRIS FARM
Owner/Manager Agreement
and I (we) understand and will follow procedureseestablished nt the lincthe
specifications
and the operation and maintenance
a animal waste utilization plan for the farm named above. I
approved iliziz ng design capacity of the
(we) know that any expansion t i the existi
e SYstem or
of new
waste treatment and ragnew certificationrtotbensubmitted to the
facilities will require Water QualitY NCDWQ) before the new
North Carolina Division of
also understand that there must be no
animals are stocked. I ( stem to surface waters of the
discharge of animal waste from this sy -hour
_
24
state from a storm event less
sbeefiled aon-sitethe5atethe farm office
storm. The approved plan will
and at the office of the local soil
and
NCDWQWater
Conquesttion District
and will be available for
review byName of Facility Owner: RICKIE NORRIS
(Please print)
Date:
signature:
Name of Mana r( f different from owner) :
` Date:
Signature:
Name of Person Preparing Plan: (Please print)Chris W. Smith
Affiliation:NRCS Phone No. 919-989-5381
Address (Agency) : 806 North Street
Smithfield NC 27577
Signature: 1r Date
9�
Page: 12

ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
hereby give
permission to apply animal waste from his Waste Utilization system
on acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Date:
Adjacent Landowner:
Date: —
Waste Producer:
--Date:_-----
Technical Representative:
Date:
SWCD Representative:
Term of Agreement: 19 to
,
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 13

ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
a Notary
I,
Public of said County, do hereby certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
day of
WITNESS my hand and official seal this —
19
My commission expires
Notary Public.
(SEAL)
Page; 14

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Part Receiver A reement
hereby agree to apply waste
I,
in a manner that meets the
generated by
Waste Utilization Standard (633) , or use an alternative waste
utilization system that has been accepted in writing by the
Division of Water Quality.
Date:_
Third Party Receiver:
to
Term of Agreement:
(Minimum Ten Years on Cost-Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
, a Notary
I,
Public of said County,
do hereby certify that
eared before me this day and acknowledged the due
personally a Pp
execution of the foregoing instrument.
day of
WITNESS my hand and official seal this -
19
My commission expires
Notary Public.
(SEAL)
- - -- ���- Page. 15
_-- -�——_____---

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Deportment of Environment,
E leaith :dind Naturd ReszDurces &4 ■ �,
Division of Environmental Management
Jcmes B. Hunt,Jr.,Governor
Jonathan.B..Howes,Secrete
A. Preston Howard,Jr., P.E., Director
ER-T-IFI ATI N FOR NEW OR EXPANDED ANIMAL FEEDL T
INSTRUCTIONS FOR CERTIFICATION OF APPROVED""ANIMAL WASTE MANAGEMENT PLANS FOR
NEW OR EXPANDED ANIMAL WASTE MANAGEMENT :SYSTEMS SERVING FEEDLOTS
F cy-__R--,M7TS/PIIRPOSE
In order to be deemed permitted by the Division of Environmental Management
(DEK) , the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEM before the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head of cattle _
75 horses _
250 swine
1,000 sheep
-30,000 birds with a liquid waste syste=
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. A
technical specialist must verify by an on-site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility.may "vary from time to time,
the design capacity of the waste handling system should.be used-.to determine if
a farm is subject.to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title 15A NCAC 2H .0217) .
CERTT?TCATION FOR*i
On the reverse side of this page is the certification form which must be
submitted to DEM before new animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local' agricultural agencies
such as the soil and water conservation district, the USDA-Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be sent to:
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535 ,
Raleigh, N.C: 27626-0535
Phone: [phone]
Steve W. Tedder, Chief
Water Quality Section
Form ID: ACNEW0194 Date: Al. F
P.O. Sox 29535.Raleigh.North Caroiino 27626-0:535 Telephone [phone] FAX [phone]
An EGud Opportunity Affirmative Action Employer 50%recycled/10%post-consumer pcper

i
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Hanagement at
the address on the reverse aide of this fora.
Name of farm (Please prin
Address: 2 j Z-h a 'r s C. 7
Phone No. .- - -A8/
County:
Farm location: Latitude and Longitude: ° ly/ ° 1 L'' (required) . Also,
please attach a copy of a road ap. with ation ' ntified.
Type of operation (swine, layer, dairy, etc.) :
Design capacity (number of animals) : w - - i
Average size of operation (12 month population ayg.) : ,45
Average acreage needed for land application of waste (acres) Ce�•n -.Z.Sf� Co45�a
Technical Specialiat Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm -named above
has an animal waste management plan that meets the design, constructiori•,
operation and maintenance standards and specifications of the Division "of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC GF .O001-.0005. The following elements and their corresponding-min'mum
criteria-haste.-been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; --adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste_ application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical p cialiat Ple e Print) - w i
Affiliation: e
Address (Agency) Phone No.
Srni` %e e o27S 77
Signature: Date•
Owner/Hanger Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
.Facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from•this system to
:surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District. ++�
Name of Laced (Please Print) : �l( psi w° IVorri
Signature: Date.
dame of Hanaga=, if different from owner (Please print) :
Signature: Date:
Note: A change in land-ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#
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T T U IN T Y

�C S ;,
�6
`.4 L
f?1CXY /ti/oR�iS
LAGOON DESIGN CHECK LIST
1. Copy of 026 and supporting maps included if clearing involved.
(including access roads and waste application system sites)
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
c/ a. designed volume exceeds needs
✓ b. all temporary storage is designed above the seasonable high'
water table.
C. 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
i
6. Hazard Classification Sheet (NC-ENG-34 included.)-
✓ a. distance to nearest stream in event of dike failure sh,Qwn-
b. distance to nearest public road in event of--'failure..shown
v 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
c. pumping agreement signed by adjoining' landowner showing tract
numbers, field• numbers, acres, etc. if needed
d. legible AS-CS 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
v d. seasonal high watertable- at highest elevation
YA e. borrow area location shown

✓9. Seeding specifications included (lagoon dike and other exposed
areas around buildings)
10. Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed
and-anticipated locations of such areas identified
c. protection of liner during initial filling and near flush
pipes addressed
11. Grid Sheet (original or ledgable copy)
✓ a. gridded area large enough to include embankment slopes and
surface water diversions
✓ b. location & dimensions of lagoon & buildings shown (lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
✓ c. surface water removal (pipes, outlets, etc) shown
+� d. soil borings location shown
e. TBM location & elevation shown
✓ f. existing utilities located (if applicable)
12 . Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
c. side slopes shown
v d. effluent outlet pipe invert elevation shown
'f e. building pads - elevation & grade shown
f. cut-off trench shown - if required
✓ g. liner shown - if required
13 . Volume Computations
a. excavation
b. dike fill
c. pad fill
14. Summary Sheet
a. design requirements
b. excavation volume
r c. fill volumes
✓ d. cut-fill ratio
e. job class
WA 15. Location of subsurface drainage (if present)
/✓A 16. Presence of utilities -addressed
17. Observation of cultural resources statement included
v 18. Operation is outside of jurisdictional limits of municipalities

c I.A000N SUMMARY SHEET & TYPICAL CROSS-SECTIOA
L`
i .Fop W i d t l•1 i
J
Settled top of darn: �'�P''� JD � �� � ° Con:.trwct toga of daii,
Lay con
Fill Yardage: D8
dad Fill
al � 910
Fit I
14sz
3 ele .y. _ ----� ----------
cu e - -�—�DE:pth determi nd by
Depends tin equi pn onL ��—� —� i Scs an Si tc
PRACTICE MEETS STANDAR AND SPEC r=AAA UNDER E^B4evx^e: )-r .4,e e=A rc�
CERTIFICATM fwA®E B'
Start land upj)licat n /y_ gStop land application
.. ., elov
. . 43 ¢
wmliurary Volume
- ---------------------------------- -----------
bent
support— Trcatmenc VolCAM. ION
91a CKgck for. Un,.derg-
3 Ton of %ludgea L-10, ... .. ,. 3
Sludge cAccurnul at i cin
buttarn elev. 35.5
Lagoon size: Length Jav o Width JIF CU. YdSi. C_-.:Ccv„tad_ ✓79�rF _
BENCH IWO' VESCR I P I'I(71•J: Ey S E.v Act' 7b
SCOW tCt w ti
El eyati orl: 470. 00 1
GENERAL INt=ORNATIGN LAGOON FOR A14111AL WASTE
(SINGLE STAGE)
FFH
OB CLASS; _
AZARD CLASS: " �IGk y t&,1eiE_ 1_S
F
ARM
rl&&r- ,I- !'s1r2GGJ.r1A OU1,
ITY
ANIMAL TYPE & NUMBER:- I-ID 6 P1 GS STATE
I:IND OF OPERATION:_ J4/vr?SrR9
U. S. DEPARTMENT OF AQRIC:ULTURE
SOIL CON 7CRVAT I ON E,ERV I CE: I
NOTE: Tf canstruekic�n is not
�Atartred within tint: yoar , thus t)E:SIGNCf� UY: .�Y +e i
plan its not valid until rea- f � I
1 A!'I=�Fci�vE D Cinf:
OvaluaAtic)n of flood plain for TI"fLE.
za•Fety hazard it; made. _ DATL:

U. S. Department of Agriculture NC-ENG-34
` Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner klarell-t IVaR)e/5 _ County To Ns rQA
Community 'or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam__a__Ft. Length of Flood Pool 71 5' Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to. the point of estimated minor effect
from sudden dam failure.
Est. E ev. : st, Z evation
Kind of :Improvements:' ' of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
"Ft. Ft. % Ft. Ft.
oo FLj'o T> PLAtO
2 :,SDOD 0 r ' D•.3 • �.u7��s s?o�tlE c.+e�EK
YLva &Ar J '
3 ;` Dan Sao D• z : :NC ab46 • .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach IVO A.PpAR.Eov't pdTE r,/Q c. 2E�R L os% o J=_
F�g AA) bA,AA6E 7-0 r,tTMIc a PoUI9A-4LE .r-7y' �
-�� ee�vE'rrrexJrs:
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) "9"
Dam Classification (I, II, III, IV, V)_
CA
By ��,�a4"— C�- 6- r.- Date 6 - /D `�3
�t.i tl e
Concurred By Date
('name) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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' SCS-ENG-538
. 5-70 U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME_�q rrgs _ DISTRICT v ra
DATE _ - - COUNTY rr
S.C. S, PHOTO S1fEET NO. - WORKS, =CONSERRVATT
WATERSHED AREA MEASUREMENTSkCROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL, ACRES POND CLASS p Ki]P ;Z T
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx- Wale I"- feet Locat4 reference Pow in center tine at dam and Identify an sketch. )
66 J
� I
f I �
a. (2nlv
y " p
SHOW BORING NUMBER AND PROFILE
DEPTH Make and hst dam•sire and spinway bonnps first•then panded area and borrow pit ba.rinDs•separate wtfh uertica!ned tlne.
SCALE Icon t(nucd on back whenr necessary) Show water table eleuaaans on dam-site bonnps.
1
so ld 15 16 17 18 19 20 21 22 23
f0 H
—6
r
8"
t4+�6 r v ,
4 7
I
BORINGS MADE 13Y tl SIGNATURE & TITL>':���

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSI�ICATION V *0 C-LASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt-mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gralvel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM.-Silty sand gl-gravelly loam
SC-Clayey sands; send-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-'silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available Yea Q No (indicate where locatea on th. sketch on
nwerse side)
REMARKS: �y-
-S�r+ �' ' eave, ��+�••rr
2. Explain hazards requiring special attention in design iseepage,sprind,.rock etc)
7e w•PoraT� s�a-r� c s[ a/�sv� .S y7 � %. 43,2)
Ce)Y►s ea &)t 0 rJ(Vj �t2 s-f-lr�r�. act- SSrvE
aw
J 0 �15 a s 4
GENERAL REMARKS:
Heed W a+ la V,d (J,--
24 25 26 27 28 29 30 311 321 33 34 351113611371138 39 40 41 42 43{ 44 45 46 47 48 49 50 51
i -
EE i-4-H- H-i--.d-- H:j

l' a
ierator s RICKY NORRIS Countyr JOHNS e®N Date-. 06/05/93
i stance to nearest residence (other than owner) : 1210040 feet
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. _ 0 lbs
0 sons (farrow to -feeder) y 522 lbs. _ 0 lbs.
0 head (finishing only) x 135 lbs. 0 lbs
01 sous (farrow to wears) u 433 lbs. = 0 lbs
1776 (-bead (wean to feeder) x 30 lbs. = 53280 Its
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 5=2BO lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 53280 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Vol urge(Cr:r 1 b. SSLW= 1 CEr I b. S-:3LW
Volume = 53260 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic: feet NO ALV ACE *CCuMVd-A*6 4. Xtr.Qut r&)1
BY A AND sw oVrr e - 8Ec.4we 09 ri4 E NNtup
T 0TAL DESIGN VOLUME AbAt fik7X+4 Fiu- /Kg73WJ l c. 7W&AC- east c.
O F A PPAm. 4a,o se o•i+. OF £-�CWU
PPAOI'A"'OWOr of77liG46E
Inside top length 130.0 feet Inside top width 175. 0 'feet
Top of dike at elevation 46.5 feet
Freeboard 1.0 feet 9 Side slopes 3. a 1 ;'nsi a lagoon
Total design lagoon liquid level at elevation 45.5 feet
Bottom of lagoon elevation 35.5 -feet
Seasonal high seater table elevation 43.2 feet
Total design volume =asi r,- pr-s smoi[gal formula
SS/ENDIL SS/E D2 SS/SIDE 1 WS/ IDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 124.0 165 0
AREA OF TOP
LENGTH * WIDTH =
12 4.01 169.0 20956.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
64.0 i09.0 6976.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
94.0 139.0 52264.0 (AREA OF MIDSECTION 4)
CU. FT. - E AREA TOP + (4*A EA MIDSECTION) + AREA BOTTOM] DES'Tt-/6
2-0956.0 52264.0 6976. 0 i§ 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = £•1•_660 CL. i-T

5 '
_ TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of duke)
Length * Width =
130.0 175.0 22750.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 squarefeet
TOTAL DA 22750.0 square -feet
Design temporary storage period to use 150 days.
�e Volume of waste produced
Approximate daily production of manure in CFILP SSLW 0.00136
Volume = 53280 Lose SSLW * CF of Waste/Lb./Day 150 days
Volume = 13011 cubic feet
8 R Volume of wash water-
This is the amount of fresh hater used for washing floors or volume
of fresh eater- used .for a +1 ush system= Flush systems that recirculate
the lagoon eater are accounted for in 5Ae
Volume = 0.0 gal lons/day 180 days storage/7=4S gallons
per CF
Volume = 0.0 cubic -feet
Volume of rainfall in 'excess of evaporation
Use period of time when rainfall exceeds evaporation by largest gest amount
150 days excess rainfall - 7.0 inches
Volume = 7.0 in * DA / 12 inches per -foot
Volume = 13270.8 cubic feet

Volume of 25 year - 24 hour storm
Volume = 6.8 inches / 12 inches per foot DA
Volume = 12891.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 113271 cubic feet
5D. 128?2 cubic feet
TOTAL 39174 cubic feet
SUMMARY
Total required volume 92454 cubic feet
Total design volume avail . 133660 cubic feet
Min. req. treatment volume plus sludge accumulation 532"60 cubic feet
At elev. 43. 4 feet ; Volume is 93418 cubic feet (end pumping,;
Total design volume less 25yr-24hr storm is 120768 cubic feet
At elev. 44.B feet ; Volume is 119417 cubic feet (start pumping)
Seasonal high water table elevation -43.2 feet
DESIGNED BY-E APPROVED BY:
DAT E. 913 DATE: V_g
NOTE-2 SEE ATTACHED WASTE UTILIZATION PLAN'

t
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAOOQNS
--=-------------------------------------------------------
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 .
Cut-off Trench :
---------------
A cut-off trench (when specified ) shall be installed as shown in
the plans. ?EA4696 SP MAr&je04L Cg0pX0X (to 7,gkk) V,Jpe2
9',"0 j4JXAKGwr A2ea pow,j jNTo ?casncwta Rigc [seecL'
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 not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-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 seepage,
when areas of unsuitable material are encountered , they will need to
be excavated a. minimum of one ( 1 ) foot below grade and backfilled and
compacted-with a suitable material ( ie-CL, SC,CM) . Refer to the soils
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.

IVOTC Yell SEePlAld, ti! a�v eEs
e4A.1 Ti4 E T Sc S D,simlGe W geAj
70 S00P Fri OC o4ylx7P/iCe ?d
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2. 0 ACRES
USE THE -SEED• MIXTURE INDICATED:
IZ O LBS. FESCUE GRASS G 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
IZO LBS. 'PENSACOLA ' BAHIA GRASS C 60 LBE. /A.CRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO .TUNE 30
1-6 LBS. HULLED BERMUDA GRASS @ S LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
LBS. RYE GRAIN C 30 LEIS. /ACRE (NURSERY FOR FESCUE)
SD LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER i TO MARCH 30
LBS.
................................................
APPLY THE FOLLOWING:
a;000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
TONS OF DOLOMITIC LIME (2 TONS/ACRE)
2-0 o BALES OF SPIALL GRAIN STRAW (100 HALES/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 e
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
2 . $o /bs oho

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and .the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: -l) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall- that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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 DumD-out of the lagoon when fluid level reaches eleva-
tion 44.8 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 43.4 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is Zfo, z.82 cubic feet or 196,596 gallons. As stated before, this
volume will vary considerably from year to year.
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.
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
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.
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.

�A4'Um) �i J(�. q .� r 6 •
0.41
7G?A4. 1--ILL
T Pl L L b =

6%1 5 e—gr E--f UV
US Department of Agriculture
Soil Conservation Service
1
PLANNED
QUANTITY CALCULATIONS
prepared for
in
JOHNSTON County, North Carolina
Designer- r FRANK EVAi'+!S Checker
Date . 06 0511 a 3 gate
---------------
Job Number OSi
LAGOON EXCAVATION (35.5)
EXCAVATION ILL
vot Left Right O+f-CL a CL Dist a Area Volume a Area Volume
dtFt SS 88 ::t) I5ta (•fit) (SgFt) (Cu.`ds) F (SgFt) (Cu.yds)'
8 3e 1 3.2.- 1 E11.0 1 2 +. 1 3 555n c? F
i 13 a 271.3 1 0.0
14 i 588.7 0.0
43 3 e 1 3.2.- 1 G 1.3r i 0+50 1 644.7 i 01.0
50 2012.7
0.0
60 301 3.2: 1 81.9 �{
i F� 0 s 893. 3 5 0<0
3
Is3.2593.L 10.L7
E 3 3 a 1 :.2. 1 81.0 1+_39 ; 1018.2 0.0
-73 32- 1 3.201 81.0 t 154+.6
1 102 . 5.

J9 1 .L 9 S9 3 .�e 3 s.i d itLS
US Department of Agriculture
Soil Conservation Service
T
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
i=e W 0 r tkl C0IzZ EzI TE_=:i
in
JOHNSTON County, North Carolina
Designer a FRANK EVANS Checker
---------------
Diate a 06/05/93 Date
Job Number 087
LAGOON EXCAVATION (35.5)
TEMPLATE DATA
Beginning Elevation = 35.5
Beginning Station 3+. 1
23+. 1 to v36 CX.3CL38/3.2 0.00000 ft/-fit
+36 to +50 C\3CL43/3.2 0.00300 -fit/ft
+50 to 1+00 CX3CL60/3.? 0.00000 ft/it
1+00 to 1439 CX 3CL73/3.2 0.00000 f t/4 t
1+.3 9 to 154+.6 CX3CL73/3 a 2 0.00000 $t/c t
-`1T I ON NUMBER I
Centerline Station 234. 1
ORIGINAL DATA:
0.0 / 46. 1 50.0 / 44.6 100.0 ! 44. 1 150.0 / 43.6
=CT I ON NUMBER 2
Centerline Station -j 36
ORIGINAL DATA
0.0 / 45.6 50.0 # 45.0 100.0 / 44. 4 150.0 / 43.6 200.0 / 43.4
Centerline Station +50
ORIGINAL DATA
0.0 / 45. 1 50.0 / 45.3 100.0 / 44.7 150.0 43.7 200.0 / 4.3.5
_C T I ON NUMBER 4
Centerline Station 1+00
ORIGINAL DATAp
0.0 / 45.5 50.0 / 46.7 100. / 45. 9 150.0 1 44 a 1 200.0 / 4 W O

/GOON EXCAVATION ;35.5> (Eontiaued) '06Z05Z93 page 2
3CTION NUMBER 5
Centerline Station 1+39
ORIGINAL DATA:
0. 0 Z 46.5 50.0 Z 47. 1 100.0 Z 46.0 150=0 Z 44. 1 206.0 Z 43. 4
ECTION NUMBER 6
Centerline Station 154+.6
ORIGINAL DATA:
@.a Z 47.0 50.0 Z 47.3 100.0 Z 46. 1 150.0 Z 44.0 200.0 Z 43. 7

tAkut
-710 '47,0
q$
r
t23,
/0 CA JT
Ily-y
/o 14
C- o+ 41,117 CO-7 --r-
X
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6
47

C1li 2iGE i 1rJ3 WL.!
CS Department of Agriculture
Sail Conservation Service
PLANNED
QUANT I T Y CALCULATIONS
prepared for
in
JOHNSTON County, North Carolina
Designer a FRANK EVANS Check.er ---------------
Date o 06/05:9:3 Irate ---------------
Jab Number 086
LAGOON TAKE EARTH FILL
** EXCAVATION FILL
Top Left Right Of f-CL CL Dist Area Volume a Area Volume
id h CS SS (ft) E Sta (ft) (:SgFt) (Cu.Yds) ; (Sq t) (Cu.Yds)
f f /
[ ! f
io 3 a 1 3-. 1 50. 0 +0+00 I 0_0 I 9.0
10 3 a 1 3: 1 5€0 m 0 0+86 0.0 0.0
50 ; 0.0 a 29.9
10 3 s 1 3 e 1 50.0 1+36 0.0 ' 16.6
I
55
o 0 ` E-5.7
F i
'i o 3 b 1 -.'.•a 1 50.0 1+91 i 0.0 i 3B.0
60 1 C4o 0 190a 7
10 .3.- 1 _tie 1 50.0 2+51 f 0.0 56.
55 0a 0 310. 1
10 3-. 1 3a1 50d0 3+ 6 0o0 60.7
7 i 0.0 i -430.4
113 3 e 1 3 e 1 61.0 3+63 i 0.0 53.3
53 F
0.0 i 542.4
io 3= 1 3a 1 28.0 4+16 0.0 s 60.9
90 0.01 E 782.6
10 3-. 1 3 a 1 70.0 5+06 0.0 f 83.
56 F 0.0 I 950. 1
10 3s1 Lot 70a0 5+62 i 0a0 i 78a2
50- 1 0.0 i 1046.5
io 3-. 1 3< 1 76.0 6+12 0e 0, y6A 0
60 5 0a2 fs 109-So0€
1 E 3a 1 3.- 1 77.0 6+2 8 0. 0 i 11.3%

i.Fl 1 279e t Z. E'iB lzc
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
n
JOHNSTON County, North Carolina
Designer = FRA€';:F EVA S Checker
Date b 06/05193 Date
---------------
Job Number OSS
LAGOON DIKE EARTH FILL
TEMPLATE :DATA
Beginning Elevation = 4S
Beginning Station = 0+00
0+00 to +86 /3CLI OW —e 01 i 44 it/ft
+Sr to 1+36 D/3CL!0\3 0.00000 ft/f t
1+36 to 1+11 D/3CL10%3 0.00000 ft/f t
1+91 to 2+51 D/1CL 0\3 0.00000 ft/ft
2+51 to 3+06 D/.3CL10\3 0.00000 -fit/ft
3+S6 to 3+63 D/3CU10\3 0.00000 f t/ft
3+63 to 4+16 D/3CL10\3 0.00000 $t/f t
4+16 to 5+06 D/.3CL10\3 0.0166 ft/ft
5+62 to 6+12 D/ CLIOX3 0.00000 -fit/ft
6+12 to 6+72 D/3CL10\3 Ufa 00000 f t/ft
EC T ION NUMBER 1
Centerline Station 0+0
OR I S I NAL DATA:
0.0 / 46. 1 50.0 ! 47. 3 100.0 / 47.0
ECT.IC.€N NUMBER 2
Centerline Station +86
ORIGINAL DATA:
0.0 / 45.9 50.0 46. 7 100.0 / 45.5
POTION NUMBER 3
Centerline Station 1+36
ORIGINAL DATA
0.0 / 44. 7 50.0 ! 45.3 100.0 / 45. 1

'1800N DIKE EARTH FILL (continued) 06/05/93 page 2
Centerline Station 1+91
ORIGINAL DATA:
0.0 / 43.5 50.0 43.9 100.0 / 47. 1
ECTICif NUMBER 5
Centerline Station 2+51
ORIGINAL DATA2
0.0 / 44.7 50.0 43.5 100.0 / 43.4
ECTION NUMBER 6
Centerline Station 3+06
ORIGINAL DATA:
0.0 / 43.7 50.0 I 43.4 100.0 / 43. 1
WTION NUMBER 7
Centerline Station 3+63
ORIGINAL DATA;
0.0 / 44.7 50.0 43.7 100.0 / 43.5
ECTION NUMBER 8
Centerline Station 4+16
ORIGINAL DATA:
0.0 / 44. 1 50.0 i 43.0 100.0 1 43.2
ECTION NUMBER 9
Centerline Station 5406
ORIGINAL DATA:
0.0 / 43.0 50nO 43.7 100.0 r 44.6
ECTION NUMBER 10
Centerline Station 5+62
ORIGINAL DATA:
0.0 / 44. 1 50.0 44.0 100.0 1 44.6
ECTION NUMBER 11
Centerline Station 6+12
ORIGINAL DATAg
0.0 / 45.9 50.0 1 46. 1 100.0 46.4
7ETION NUMBER 12

qC,'OON bIKE EARTH FILL (continued) 86/05193 page
centerline Station 6+72
DRIGINAL DATA:
0.0 1 46. 1 50.0 1 47.3 100.0 1 47.0

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US Department of Agriculture
Sail Conservation Service
F
PLANNED
QUANTITY CALCULATIONS
prepared for
gn
JOHNSTON County, North Carolina
Designer a FRANK EVANS Checker -------
Date . 061135i 9-% Date ---------------
job Number 080,
FAD EARTH FILL (47)
EXCAVATION FILL
Top Left Right Off-CL t CL Dist Area Val L-me E Area- Vol ume
d-th SS SS (ft) Sza (ft) t (SgFt) (Cu.Yds) x (SgFt) cu.Yds)
! E • E
4 E 4
165 5-. 1 5 a i 20.0 i 0+00 s 0.0 1 249.6 60.2
10
E !
165 5 n 1 5 g 1 20.0 1 0+10 0.0 1 1 B3.4
50
16 5A1 �r1 y�.€ �� 0.0 ; 115.3
559.7
65 5: 1 Lai 20.0 s 1+10 3 0.0 97.S
50 i 0.0 s 939.4
165 5-. 1 5e 1 20.0 1+60 ! 0.0 ! 312a3
E 50 i 0.0 z 14v .
!
165 521 5z i 20.0 i G= 1�! a 0.0 i 241.5

US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
preparers for
in
JEHNSTON County, North Carolina
Designer a FRANK EVANS Checker
---------------
Date s 6/05/93 Date
---------------
Job Number 069
PAD EARTH FILL (47)
TEMPLATE DATAff
Beginning 'Elevation = 47
Beginning Station = WOO
0+00 to +10 D 5CL 1 6 5\5 0.00000 f t f f t
+10 to +60 I)F 5CL165\5 0.00000 -e t1ft
+60 to 1+10 D/5CL16 5X5 0.00600 f-t1ft
1+10 to 1+60 D15CL165\5 0.00000 ft/ft
1+60 to 2+10 D/5CL165\5 0.00000 +t1f t
SECTION NUMBER I
Centerline Station 03-p 00
ORIGINAL DATA:
0.0 47.0 50.0 1 47.3 100.0 46. 1 150.3 44.0 200.0 f 4W 1
250 W ;` 43.2
ECT I ON NUMBER 2
Centerline Station +10
OR;I C INAL D TA= 0 0 46.4 q50.0 p4.6 50.0 p
4.6
ECT I€JET NUMBER 1
Centerline Station +6
ORIGINAL DATAa
250.0 1 44.7
CTION NUMBER 4
Centerline Station 1+a 0
ORIGINAL DATA

�D ,!�ARTH FILL (47) (continued) '06/05/93 page z
e t
0.0 1 4 7-3 50.3 # 47. 1 100.0 .47� 1 150.0 f 45.6 200.0 ! 45.0
Centerline Station 1+60
CR i G I NAL DATA
Centerline Station :+10
ORIGINAL DATA
0.0 / 47.2 50.0 f 46.3 100.0 f 45.2 150.0 f 45. 1 `00. f 45.2
250. f 45.0

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_. See "coo pDdw.--- 19jam RS (,OC//. ATTAP age
1T A
_ .. ...- WASTE UTILIZATION PLAN
-�•..T .-.•.. ;• ` .: � Count �� _
Producer 'Ri e�i e �o�Yr Y ❑ S a _
! :: .6 f� .�,r +c �r se S OD�
Address :a f 3� Kind of •Operatiori - / T. t- dew-
aia=v- C dZ7S� � � ' j
Ty a of Waste Facility Anser® b�� hgQaoh f'
in go ��J!
Your a�im al-.waste- management facility has been designed for a
given storage capaciy . When the waste reaches the designed
.level, it miust be -land applied at a-specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the 'animal -waste ,should -be used :to reduce .the amount of
commercial-fertilizer• required for the crops on the fields
where -the',waste is to .be applied. This waste`ushould be
plan
uses nitrogen as -the limiting nutrient. Waste should be
analyzed••before each. application cycle and annual soil. tests
are encouraged-so- that all -plant nutrients can be. balanced for
realistic yields of the crop to .be grown.
Several factors are important in implementing your waste
utilization ,plan in-•order•.to• maximize the fertilizer.value of
the waste- arid to ensure that it is applied in an .
environmentally safe•manner. _Always -apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply..more•nitrogen than the crop can utilize.
..--.soi.l •type.s 'rare-important-.as they..have-�d.ifferent infiltration
rates and leaching potental.- Waste shall not-be-applied to
land eroding at greater than 5- tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. • Either of these coiiaitions,may result in runoff to
surface waters.. Wind conditions should also'be considered to
avoid drift and downwind odor problems. To maximize the value
of -nutrients for crop production •and ,to reduce''the potential
for pollution, the -waste should-'be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor.problems.
, The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
animals x--4�waste /animal/yr 0 -total waste
produced.

ATTACHKENT A
Page 2
Amount of Nitrogen Produced Per Year:
l
_animals x _lbs N/animal/yr = total N
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.- Your facility is designed for 180 , days- of
storage. . Therefore, it will need to be pumped every
months.
The following acreage for waste application will be needed
based on the crop to be grown and surface. application: .
Field Soil Crop Realistic Lba. M Acres Lbs. 8 Month of
Type Yield Per Ac. Utilized Application
T/oft G� o ao- I5z uN
oc a
TOTAL 0
Amount of M Produced a,64
Surpl Deficit 26. �_e'�c;4,
• .3�Y'k1�(a-S larr�s�»�a o�
Narrative of Operatio
Alde Aerr W L s• gu Lu!' neeJ r 4V keLl, tM a v o
..' I& - YiDP eWAvocav
Gir /i
At
sub O� ,eQ.-j
Iy
z 0.2 I-+f
V r o
is !J
rC A 5 V ddo"-
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and 'the irrigation application rate prior to applying
waste.
Prepared by ". . S- -9
Name Title Date
Concurred in by • J/ ,> c����`��
Producer Date
(Copy to producer and copy to case file)
r a�. /GC-
��

ATTACHMENT B
lof 3
�f
:'
Agri Was' te Ma--nagement
Biological and-Agricultural Engineering North Carolina State U?iiversity
-.',.LIVESTOCK WASTE SAMPLING,- ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION -
-A. Semi-Solid--Lot:Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors. :
ii. From storage
a. Collect about 2 lbs of manure from under .the surface crust ,
avoiding bedding materials and using nonmetallic collectors.
B. .Liquid _Manure Slurry
i. .Under-slotted-floor pit
a. Extend a 1/2" nonmetallic conduit open on both ends into
manure to pit. fioor.
b. Seal upper end!of conduit ('e.g., by placing a thumb over end
of conduit) trapping manure that has entered lower .end, remove
and empty slurry into plastic bucket. or nonmetallic container.
c: Take subsamples from 5 or more locations or at least 1 quart.
d. Mix-and add about 3/4 pint to nonmetallic sample container.
ii. -Exterior storage basin or-tank
a. :lake sure manure has been well mixed -with a liquid manure
chopper-agitator pump. or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.
i

ATTACHMENT B
2 of _.
• C. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid /
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small-bottle (1/2 pint or less) on end of 10-15' pole.
b. Extend bottle 10.15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within 1' of, liquid surface.
e. Empty into a plastic bucket, repeat about 5-times -around
lagoon, mix, .and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g. ,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g. , if 20% of litter of similar visual quality is
around feeders and waterers, take' l subsample there and the
other 4 subsamples from remainder of-floor surface.
c, .At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about -2-3 Ibs litter to a-nonme tall ic sample container such as
a 1-gallori freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 -locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.

f ATTACHMENT B
3of3
II. SAMPLE PREPARATION AND TRANSFER
y. A. Place sample into an expandable container that can be sealed
infe ,Rinse
residues from container with clean water but do not
use soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand-delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. pol232y0foam S. Fosc Packers
Corp.
7621 Whitepine Road
enue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: {312)398=0110
ii. Fisher Scientific Co. iv. NASCO
Winton Road 901 Janesville Avenue
3315
Raleigh, Road
Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample-
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine-nursery, finishing; turkey-breeders_,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy-lot scraped manure, liquid slurry; swine-pit
slurry, lagoon liquid; sludge; broiler-house litter, stockpile
iv. Routine analyses performed on all samples: N, P, K. Ca, Mg, Na,
S, Fe, Mn, Zn, Cu, B
v. Additional analyses performed upon request: DM, No, Cd, Ni, Pb
1
Prc

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Version—Nwember 26,2018
Mortality Management Methods
Indicate which mathod(s)will be implemented.
When selecting multiple methods indicate a primary versus secondary option,
Methods other than those listed must he approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ ❑ 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.
El D Landfill at municipal solid waste facility permitted by NO DEQ under GS 15A NCAC
t3B.0200.
a/ Rendering at a rendering plant licensed under G.S. 106-168.T
Complete incineration according to 02 NCAC 52C.0102.
a ❑ A composting system approved and permitted by the NO 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 NO DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NO Department of Agriculture&Consumer Services(G.S. 106-649.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
Lam' 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 NO 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. 1 D6-399.4.
Signature of Farm()Wne Manager T- pate
T , %