780096_Permit Renewal Application 2019_20190410

State of North Carolina
Dep artment of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 78-0096 Certificate Of Coverage Number:
2. Facility Name: Rouer Oxendine Farm
3. Landowner's Name (same as on the Waste Management Plan): Roger D Oxendine
4. Landowner's Mailing Address: 5671 Hwv 130 E
City: Rowland State: NC
Telephone Number: 910-628-8667 Ext. E-mail: oxendinefarmS Li bellsouth.net
5. Facility's Physical Address: 4062 NC ffi,�A 130 E
City: Rowland State: NC
6. County where Facility is located: Robeson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (01C): Rog, er D. Oxendine
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Mwphy-Brown LLC
Phone No.: 910-734-1736
Allowable Count
7,920
AWS780096
Zip: 28383
Zip: 28383
OIC #: 998274
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet P0,ultn
Non Laying Pullet
Layers

qvi
ROY COOPER
MICHAEL S. REGAN
LINDA CULPEPPER NORTH CAROLINA
Dire"at EnvIronmentatQual4y
February 27, 2019
Roger D Oxendine
Roger Oxendine Farm
5671 Hwy 130 E
Rowland, NC 28383
Sub�ject: Application for Renewal of Coverage for Expiring State General Pen -nit
Dear P.rmittce:
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-Discliarge General Permits are available
at httes://deL[.nc.cov/aboLit/divisions/water-resources/NvateL-Aluality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure �our continued coverage under the State Non-DischarL,,e General Permits. vou must submit an aVI21ication for
permit coverage to the Division. Enclosed �ou will find a "Request fo Certificate of Cover&e Facilitv Currently Covered bv an
Expirinv State Non -Discharge General Permit." The aoillication form must be completed- signed and returned by April 3. 20199
Please note that vou must include one (1) copv of the Ce tified Animal 'A'aste Manan-ement Plan ICAWNIP) with the
completed and si�_,ned aimlication form. A list of items included in the CAWIVIP can be found on Paitc�2of the reneN%a
application fo
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty -
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9 100,
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fgetteville Regional Office, Water Quality Regional Operations Section
Robeson County Soil and Water Conservation District
AFOG Section Central Files - AWS780096
Murvh� -Brown LLC
N :t ft t Z& -z r a D epst rrer t of E r�i � zr r- ia, ts � , a t. 1 0 .,s ) - 2f Wal e� ReSOL rces
!12 N_ 26 sb�f) St. 1 1636 Va Se-1 :e Certe, I Re e e, Nwt C810 �a 274199-1636

Version —Novern be r 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed. under G.S. 106-168.7
F] F] 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.
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).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
%�, "Signa Ire of Farm Owner/Manager Date
Signature of Technical Specialist Date

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: 1) 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
begi 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 i�o be carried out:
1. It is stroifigly 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 pump -out of the lagoon when fluid level reaches eleva-
tion 48.5 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 46.4 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 371990 cubic feet or 2782486 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.

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EMERGENCY ACTION PLAN
DIVISION WATER QUALITY 910 486-1541
EMERGENCY MANAGEMENT SERVICES 910 671-3150
ROBESON SOIL AND WATER CONSERVATION DISTRICT 910 739-5478
USDA -NATURAL RESOURCES CONSERVATION SERVICE 910 739-5478
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off site. You
should not wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan
should be posted in an accessible location for all employees at
the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this
may or may not be possible. Suggested responses to some
possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a. Ad ' d 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 - actions
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid, separators -
actions include.
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or
solid separators.
e. Repair all leaks prior to restarting pumps.
Page I

EMERGENCY ACTION PLAN
E. Leakage from base or sidewall of lagoon. Often this
is seopage as opposed to flowing leaks— possible
actions:
a. Dig a small well or ditch to catch all seepage, put in a
submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or.remove
animals and fill holes and compact with -a clay type
soil.
c- Have a professional evaluate the condition of the side
walls and lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much waste was released and for what
duration?
C. Any damage noted, such as employee injury, fish kills, or
property?
D. Did the spill leave the property?
B. Does the spill have the potential to reach surface waters?
F. Could a future rain event cause the spill to reach surface
waters?
G_ Are potable water wells in danger (either on or off of the
property)?
H. How much reached the surface waters?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of
Water Quality) regional office, 910 486-1541; after hours
emergency number is 919 733-3942. Your phone call should
include: your name, facility, phone number, the details of
incident from item #2 above, the exact location of
facility, the location of 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, (Emergency Management Services) 910 671-3150.
C. Instruct EMS to contact local Health Department.
D. Contact CES (County Extension Service) 910 671-3276,
Robeson SWCD (Soil and Water conservation District) 910
739-5478, and USDA-NRCS (Natural Resources Conservation
Service) 910 739-5478 for advice and technical assistance.
4. If none 6f the above can be reached call 911 or the Sheriff's
Department 910 671-3100 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. Contractor Name:LOCKLEAR CONSTRITCTION CO.
B. Contractor Address_225_3_ ..
_J1.19ESVILLE RD, FAIRMONT,NC 28340
C. Contractor Phone: [phone]
Page 2

EMERGENCY ACTION PLAN
6. Contact the technical specialist who certified the lagoon
(USDA-NRCS, Consulting Engineer, etc.)
A. Name: DAVID HEDGPETH
B. Company: NRCS
C. Address: 440 CATON RD.-,LUMBERTON.NC 28358
D. Phone: [phone]
7. Implement procedures as advised by DWQ, and technical
assistance agencies to rectify the damage, repair the system,
and reassess the Waste Management Plan to keep problem with
release of wastes from happening again.
Other notes:
Page 3

Swine Farm Waste Management Odor Control Checklist
Cause 114111's go Millililizu 011111- SiiCsIlecifich-acliccs
Swine production 0 /egetative or wooded blifiers;
[W Pecornmended best managenient practices;
W Good judgment and common sense
10111al body stirfaces Dirty manure-cavcred animals GV-Dry floors
-covered flool's P"', Slolled floors;
Wct lualkilre
WIIIW��atcrers located over sloned floors;
0 reeders at high end of solid floors;
R Scrape manure buildup frorn floors;
ff/,U��nderfloor ventilation for drying
i'llulle colicclioll lilts r =Itient niamire ­rnio'valby flmh. pit ­rccha,
a Paitial microbial decomposition or Scrape;
IT- OrldcrIloor vViltilatioll
- -:1111i'111011 L:.\IkaLni 1.1n." 0 volalillc gases;
Dust
111�-<fficient air niovenictit
bVIweell grolips of allinials.,
17-1
Feed additives;
[I
covers
�!A! IJILLS
Al; Mum of recycled lagooll
0
Flush lank covers;
liquid while tanks arc filling
Cl
I-xicnd fill lilies to licar builoin of lanks wilh
allii-sipholl vents
Aglialloll during wasimater
0
1011
Uncles floor IILJSII with mulct-Iltior ventiLili
conveyance
h, Icl-Ii.11E.0 pollib
Agitalioik ofrucycled lagoon
I, 'If Tl-lis
lujuld while pits are fillin,.-
With anti-Siplion vents
..li: Agitation during sump lank- 0 Stimp lank covers
fillitig and drawdown
j,211tic Chain collcCII(Ill Agitation during wiocwaier 0 Box covers,
I-.- 11111LAILIll 11LACS coliveyalicc

11NICis to Minimize Odor Site Specific Pruclices
1-nd (31, dt-ampilles at 0 Agiulou during wastewater Or' [:xlcjld discharge point of p1lics underneath
lagoon conveyance lagoon liquid level
LagOO11 surficcs 0 Volatile gas emissions; fa/' Proper lagoon liquid capacity;
a Biological mixing; M/Correct lagoon startup procedures;
9 Agitation Cl Minimum surface area-w-volume ratio-,
IR/Minimurn agitation when purn ping;
11 Mechanical aeration;
QY/Ilrnvcn biological additives
hrigatimi sprinkler a iligh pressure agifullon;
jkozy.les a Wind drift I
SwwUt: lajik tic bw�ijt 0 11amai illicrobiai decoulposillon;
& Mixing whilc filling;
0 Agitation wheil effilitying
scllliftl� bahill �alfl - 4CL: a Partial 111iL;f0hial decompositioll'.
• Mixing While Filling-,
• Agitation when emptying
1w Irrigate an dry days wifli little or no wind;
GI-<11imum recommended operating pressure;
PI, nip imake near lagoon liquid surfiicc-,
C3 Paunp from second -stage lagoon
C) linuom or midlevel loading;
C1 'rank covers;
Cl Basin surfact: mals of solids,
L-1 Proven biological additives or oxidams
C) Extend drainpipe outlets underneath liquid
level;
C1 Remove settled Solids regularly
klanure, �.lurry tic sludge a
Agitation when spreading;
0
Soil injection of slurry/sludges;
spFcader outlets 6
Volatile gas emissions
L-1
Wash residual mantare from spreader after use;
a
Proven biological additives or OXidanIS
I FiIC0VCfL:(l IM11111re,
Volatile gas emissions while
El
Soil injection of slurry/sludges
slurry orsludge on field
drying
C1
Soil incorporation within 4a lirs.;
rl
Spread in thin uniform layers for rapid drying;
C1
proven biological additivics or oxidants
Carcass decomposition
LIG,'
Proper disposition of curusses
D,:jd allimals
1) eml animal dispusal
Carcass (wcomposmon
0
Complete Covering of carcasses III blifial pils;
Ims
C1
proper location/consiniction ofilisposal pits
jIjCk1IL:I;Li(J15 a 1twoulpleit: ulmhustioll L-1 Secondary stack homers

Sinai cc Cause 1111VII's to millintize Odur Silt: Specific Practices
SLAIldifig WJICT af(JUnd a Improper drainage, 131" Grade and landscape such that water drains
f.Lciiilirb 0 Microbial decomposition of away from facilities
organic matter
U.inure trackvd onto Poorly maintained access roads D Farin access road maintenance
.,ublic roads from farm
Additional Information Avaiiable From :
swine Manure Management ; 0200 Rule/BMP Packet NCS1 J, Counly Extension Center
Swine Production Farin Potential Odor Sources and Rernedies ; EBAE Fact Sheet NCSIJ - IIAE
-Swint: Production Facility Manure Management: Pit Recliarge - Lagoon Treatment ; EBAE 128-88 NC-SIJ - IIAE
Swine 11foduction Facility Manure Managemcut: Underfloor FIUSI1 - Lagoon Treatment ; EBAF 129-88 NCSIJ - IIAE
Lagoon Design anti Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCStJ - BAE
Cahbration of Manure anti Wastewater Application Effilit)HICUt ; EBAE I -act Sheet NCSIJ - IIAE'
Cuntfuiling Odors from Swine Buildings; P11 1-33 NCSLJ - Swine Extensiun
Environmental Assurance Prograin ; NPPC MallUal NC 11nik Prothicers Assoc
Cytions fOr Managing Odor; a report firom the Swine Odor Task, Force NC,-;Il Agri Communications
Nit"1111CU Con", rns in Animal Mantire Management: Odors anti Flies ; 111t0107, !995 Confercnce Proceeclings Florida Cooperalivu Blens,1011

Insect Control Checklist for Animal Operations
S1111rce causc BMPs to Control lusccis Site Slaccific Practices
Liquid Systems
1:111:�11 C11111ers Accumulation ofsolids 13 Flush system is designed and operated
sufficiently to remove accumulated solids front
guttcrs as designaL
0 Remove bridging of accumulated solids at
discharge
Lagoons and I'lits 0 cnistcd Solids Maintain lagoons� sculing basins and pits where
pest breecling is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 incites over mom than 301/6 of surface.
Fxcc!'41ve Vegu'alIVI: Decaying vcgetafioo --+'Maintain vegetative control along [mks of
Growill lagoons and other impoundments to prevent
accumulation of dccaying vegetative matter
along watees edge on impoundment's peritneicr.
Dry SYMMUS
FULA, Spillage Design, operate and tuaintain fcad systrjus (c.g.,
bunicers and troughs) to ininimize the
accumulation of d=yin- wastage.
13 Cleanup spillage on a routine basis (e.g., 7 - 10
clay interval during suninier; 15-30 day interval
�Uring winter).
Fcatf siola-m: ACC1111MIaLions Of Fred residilas a-'RLducc moisture accumulation wilhin and
around inunediate perimeter (if rccci storage
arcas by insuring drainage away from shr.
ancl/or providing adequate containnicni (c.g.,
covercd hin for hrc:wcr`s grain and sintilar high
inoisitire grain products).
M inspcct lor and renicivc: or break up accuinulaicif
scilidS in fiftcr strips around feed stisrage as
needed.

SISIArce Causc BMPs to Coulrol Insects. Site SlIceffic Pr2clices
Animal I ioidino Areas a Accumuiafions of animal wastes -,Y"Eliminate low areas that trap moisture along
and feed wastage fences and other locations where wage
accumulates and disturbance by animals is
minimaL
0 Maintain fen= rows and filler"Strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumuiatc;d solids as.
needed).
Dry Manure I landling Accumulations of animal wasics 0 Remove spillage on a routine basis 7 - 10
Sysiclus day interval during summer, 15-30 day interval
during winter) wh= manure is loaded for land
application or disposal- . ,
0 Provide for adequate drainage around manure
stockpilm
0 Inspect for and remove or break up accumulated
wastes in filLer strips around sloll� piles and
manure handling areas as needed.
For inore information contact the Cooperative Extension Service, Department orrintomology, Box 7613, North Carolina State 111livCrSity,
Raleigh, NC, 27695-7613.

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 143-215.6B, 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
uld y a
corporation signature sho ;M principal executive officer of the corporation):
Name: Title:
Signature- DateJ
Name:
Title:
S ignature:
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

13. Waste Treatment and Storage Lagoons (Verif�, the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
19.00
LAGCONI
217,800.00
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 b%: the owner and a certified technical specialis containing:
a The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b' A map of every field used for land application (for example: irrigation 'map)
c., The soil series present on every land application field
d. The crops grown on every land application field
J 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
9g. The waste application windows for every crop utilized in the WUP
. The required NRCS Standard specifications
-/2. A site map/schematic
-/3. Emergency Action Plan
-/4, Insect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
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: 2019PermitRenewal*ncdenr.gov

Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
ANIMAL WASTE UTILIZATION PLAN
ROGER OXENDINE
RT.2 BOX 289C
ROWLAND NC 28383
910-628-8667
PEZZ I's / 0 A)
Existing Feeder to Finish Swine
7920.00 hogs
Anaerobic Waste Treatment Lagoon
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.
. aste should be analyzed before each application cycle. Annual soil
--cests 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 X
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: I

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 con6erve 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.)
7920 hogs x 1.9 tons waste/hogs/year = 15048 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7920 hogs x 2.3 lbs PAN/hogs/year = 18216 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.
Paaa! 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS- CROP
YIELD
LBS
COMM N
* LB
DETERMINING PHASE CODE
AW N
PER
�ACR*E*S
AW'.
PER� AC
AC
USE"
or
----
APPLY
RESID.
APT
METH
NoA fH—
N
T1
1896
_6.1
_305
-:F-3--
3965
I
APR-
1896
2
WaB
BH
5.5
275
_j_f5_j_4l25
10
APR-
1896
IRa
BH
4.5
12
1
11
1
1225
10
15
11125
APR-LI
1896
UN4 WaB
1
BH
5.5
)Vp�
ii
I
�275
10
17
�1925
APR-,'
J.0q6
13
�Ly
BH
5.5
1I
I
1275
10
1.3
�82.5
APR-,'
1896
ALL
F
SG
ii
11
150
10
140.3
12015
SEP-]
1863
�l
lWaB
BH
5.5
I
;440
I
1275
10
APR-,<
1863
SG
-_
11
150
10
11.6
180
SEP-1
1841
12
�NOA
BH
6.1
11220
1I
I
1305-
10
14
APR-1c
1841
12
jWaB
I_BH
I
15.5
1275
10
17
�1925
APR-1c
1841
�_2
SG
1I
1
I
50
I
�O
Ill
1550
SEP-.z
1841
2a
I
NoA
I
IC
1110
I
1137.5
10
13
1412.E
MAR-L-1
1841
2a
WaB
�W
140
�80
0
-
I
12
1160
FEB-N
JDSB
�18
172 1
0
-7
1-44
I
12
JUN - c

ANIMAL WASTE UTILIZATION PLAN
1841
11
NOB
C
100
125
I I
10
19
11125
MAR-k.
1841
�1
jWaB
40
I
80
10
14
�320
FEB-t
1841
11
jNoB
�W
155
110
0
I
I
15
1550
FEB-D
1841
1-1 jWaB
D8B
R
118
172
10
14
�288—
JUN-,(
1841
NoA
1
DSB
�I
133
1132
10
15
1660
JUN -
1896
jMaA
�C
1100
0
16-2 5
I
1125
MAR-C
1896
NoB
1
1W
155
14
[-44-0
1
1110
10
1
JFEB-�
1896
jWaB
W
1I
�140
180
13
IFEB
1896
1-1 jNoB
D8B
138
�152___T
14
1608
JUN-,c
1896
F1 �WaB
DSB
18 _F
72 _T
0--
_%�216
F3
c
NN c
END
TOTALJ24241
Indicates that
this field is being
overseeded
(i.e.
interplanted)
or winter annuals
follow summer annuals.
)TE:
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.
n--- A

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT [FIELD
SOIL TYPE & CLASS- CROP YIELD LBS
DETERMINING PHASE CODE AW N
PER AC
APPLY
METH
END
COMM N
PER
AC
or
RESID.
N
ACRES
LBS
AW N
USEE
APPI
TIN
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted)
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small,
grain to reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than,,
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Paae: 5

ANIMAL WAfITIP 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 abc
CROP CODE
CROP
BH
HYBRID BERMUDAGRASS-HAY
C
CORN
DSB
DOUBLE CROPPED SOYBEANS
SG
SMALL GRAIN - OVERSEEDED
W
WHEAT
TOTALS FROM TABLES I AND 2
TABLE 1
95.9
TABLE 2 0
TOTAL
95.9
BALANCE
LBS AW N USED
24241
0
24241
-6025
-------------------
UNITS IPER UNI
TONS
50
BUSHELS
1.25
BUSHELS
4
Ac.
50
BUSHELS
2
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
C
Page: 6

ANIMAL WASTE UTILIZATION PLAN
This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter are ' as not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the
acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 2930.4 pounds of plant available -nitrogen per year in the
sludge.
--f you remove the sludge every 5 years, you will have approximately 14652
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 48.84 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 117.216 agres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 2596 depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensurf
iat an irrigation system is installed to properly irrigate the acres
,,nown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen
The following
rates and amounts
Iract I Field
.841
-841 1
-841 1
-841 2
L841 2
L841 2a
L841 2a
L
L841 -I
L841 -2
1841 -2a
L863 1
1863 -1
1896 1
1896 1
1896 1
1896 2
1896 2
1896 2
1896 3
6 UN4
shown in
table is provided
Soil Type
WaB
NoB
the tables
as a guide
Crop
may make this plan invalid.
for establishing application
Application Rate'Applic.
(in/hr)
Amount
(inches)
W
0.60
*1.0
W
C
0.5
*1.0
NoB
0.5
*1.0
NoA
BH-
0.5
*1.0
WaB
BH
0.60
*1.0
WaB
W
0.60
*1.0
NoA
C
DSB
0.5
*1.0
WaB
0.60
*1.0
NoA
DSE
0.5
*1.0
0.40
*1.0
WaB
DSB
0.60
*1.0
WaB
BH
0.60
*1.0
SG
0.40
*1.0
MaA
C
0.40
*1.0
*1.0
WaB
W
0.60
NoB
W
0.5
*1.0
NoA
BH
0.5
*1.0
WaB
BH
0.60
*1.0
Ra
BH
0.40
*1.0
Ly
BH
0.50
*1.0
WaB
BH
0.60
*1.0
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and.erosion.
19 Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20, Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
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: 12

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

B 6 WaB
�-9 —6 --1 NoB
ANIMAT. Mr!'Fr TITILTZATION PLAN
SG 1 0.40
bs"i�
DSB 0.5
*1.0
*1.0
*1.0
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions,
Your facility is designed for 180.00 days of temporary storage and the
temporary storage must be removed on the average of once every 6.00
months. In no instance should the volume of the waste be stored in
your structure be within the 25 year 24 hour storm storage or one foot
of freeboard except in the event of the 25 year 24 hour storm.
-t 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 I
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
T-1841 Field I & Field 2a:
These fields will be rotated in corn & wheat with double cropped
soybeans to apply swine wnste on.
T-1896 Field 1:
This field is not required.
1/2 of this field will be rotated in corn or wheat with double cropped
soybeans when needed to apply swine waste. Other half of field will
be planted to crops such as tobacco or cotton and will not apply swine
waste on these crops.
rops will be rotated within field
systems.
between these two (2) cropping
Page: 9

WASTE UTILIZATION PLAN
BEQUIRED 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 the ' se soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or -forages breaking
dormancy.
11- Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12- Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways-
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by 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 specialistil. Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

Operator:ROGER OXENDINE County: ROBESON Date: 05/23/94
Distance to nearest residence (other than owner): 1500.0 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
7920
head
(finishing
only)
x
135
lbs.
1069200
lbs
0
sows
(farrow to
wean)
x
433
lbs.
0
lbs
0
head
(wean to feeder)
x
30
lbs.
0
lbs
Describe other :
0
Total Average Live Weight = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume 0.0 cubic feet RP-6�11-rr,57 aAbaZ
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 690.0
Inside top width (feet) ---------------------- 300.0
Top of dike elevation (feet) ----------------- 50.2
Bottom of lagoon elevation (feet) ------------ 40.2
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 684.0 294.0 9.0
AREA OF TOP
LENGTH * WIDTH-
684.0 294.0
AREA OF BOTTOM
LENGTH * WIDTH
630.0 240.0
201096 (AREA OF TOP)
151200 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
657.0 267.0 701676 (AREA OF MIDSECTION * 4)
CU. FT. XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMUJ DEPTH/6
201096.0 701676.0 151200.0 . 1.
Total Designed Volume Available = 1580958 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
690.0 300.0 207000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 207000.0 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 = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 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 recirculatt
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 = 12650.0 cubic feet

�D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 120750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
261106
cubic
feet
5B.
0
cubic
feet
5C.
120750
cubic
feet
5D.
120750
cubic
feet
TOTAL 502606 cubic feet
SUMMARY
Temporary storage period=================:=;==> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
===========> 1.0 feet
Freeboard========�
Side slopes=================================> 3.0
===> 690.0 feet
Inside top length=========================..> 300.0 feet
Inside top width=========================
Top of dike elevation=======================> 50.2 feet
Bottom of lagoon elevation==================> 40.2 feet
Total required volume=======================> 1571806 cu. ft.
===========> 1580958 cu. ft.
Actual design volume=============
Seasonal high watertable elevation (SHWT)===> 41.9 feet
stop pumping 46.6 feet
Must be.> or = to the SHWT elev-==========> 41.9 feet
Must be > or = to min. req. treatment el.�> 46.2 feet
Required minimum treatment volume===========> 1069200 cu. ft.
Volume at stop pumping elevation============> 1074011 cu. t ft.
Start pumping 48.6 fee
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1460208 cu. ft.
Volume at start pumping elevation===========> 1457403 cu. ft.
Required volume to be pumped================> 381856 cu. ft.
Actual.volume planned to be pumped==========> 383393 cu. ft.
Min. thickness of soil liner when required==> 1.5 fe-t
7. DESIGNED BY:c APPROVED BY4. 7
DATE: -5/-Z3 DATE:
NOTE: SEE ATTACHED WASTE UTILIZAT ION PLAN
COMMENTS: c,
T
Lie
14
Abb
fl Auk

ro. or AqvIrI111.111-ft
U, S,
Soil cofil0l-YAtloll SeMco 61r. Cnrle- 210
11AZARD CLASSIFICA11011 DAIA SIIEET rOR DIKE
Landowner ROGER OXENDINE Colitity _ _ _RQBES0N___
Community or Group No. F-3_____ Conservation Plan
Estimated Depth of Water to Top of Dike 7.0 'Ft. Hax. Lerigtit of Flood Pot)1630 Ft
vate or Field 111928rd investigation 3/24194
Evaluation by reach of flood plain downstr,eapt to the point of estimated minor effec t
from sudden dIM461111M
Kind of :Improvements! of Preach
Reach! Ltngtht Rldthi'Slopo: Lknd Us@' Improvdmentg Above :Floodwater Above
ad plain:- Flood Plain
Flo
Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breac
and joss of life
improvements. 100' TO WOODS, 2500' THROUGH WOODS TO MILL BRANCH AND
E TO
4500' FROM LAGOON SI.R'. 65.
Hazard Classification or Dike (a, b, 0 (see HEM -Part 520-21)
LAGOON
RUX plassification (1, Ili 1116 IV,
ey
—na me
3 -
Concurred By
�naVm
NoTE.- 1. Instructions on reverse side.
2. Attach additional sheets as needed.

00,00
M-PPI(I III If ft ItIPAIIIM1111 III A111111 lit IIMI
pov,
SOIL INASMATION 10 DETERMINE SUITAnILItY or ruorosit) vorio !,,iit
FARMERSHAME Qg-.912 aXCAldiAle- numiur R a A
D,&TE xd9 (<
COUNTY
S. C. S. AOTO SlIEET No. WORK UNrr
WAtER31111.) AREA MEASUREMENTS
CROPLANt)—ACRES PASTURE— ACRES,
WOODLAND—AC-RtS TOTAL —ACRES POND CLA.tpq WORK uNrr coNsFitVA--jj0'',4-ts—r
SK=CH OF PROPOSED POND 811OWING WHERP, 113ORINGS WF.Ri: MADE (Approt. scale
Laceff Werence paipte 1" te"Ier fine of derR and Idenoity eve mietch.
m
m
FAV
0
ro
019
1
NMI
0
ME
DEPT
5CAL
Fac /-I -Z
2-3
Cl.
porth"m borfrogi then vmdvd am*
tQ610 *14POEMONS *V4rP1-S1#0 &.,4,tps.
I Stf I I IrMIPK a_1 IS111 I I 15n. I Se
I-r1f Pk- C-L Al
ORINGS M"E By 17, Jg
_jR, I �m Is �7y�, T 1� - IC;NATURJKJ &
i— :1" rjV�`
sm, P -5 f1 SA, PK-S
11-14 sr., �-L IJM Smo px-!Sc-
NO 4,eoe t-4 0 hs
.5
W,— mft IWIIA verffeLf pof fine.
C
H—A--

__M_
TYPES or MATEI?IAL ENCOUNTERED IN fiORIN '..S
(Una one of sy%terns beiow)
UNIFIED CLASSIFICATION
OW -Well ittaded gravelq: $travel. viand mix
GP -Poorly grafled Ittriveig
GM-SlIty gravelti: grnvPl-snnd_siIt mix
GC-Cloyey gravels: gravel -sand -clay mix
SW -Well kisded sands: send-grevel mix
SP-Poorly graded sands
SM-SlIty Bond
SC -Clayey sands; viand -clay mixtures
ML - Silts; silty. v. fine sands, sandy of clavey silt
CL-Clays of low to medium plasticity
CII-Inotgonic clays of high plasticity
WI -Elastic slits
OL-0fdarile sIItR and srilty clays, low rinaticity
Oil -Orgordc clays. medium to high piss ticity
1. Suitable rnaterlid i.r ern iankment _1qavadlable
rw.�" &W*I
USDA CLASSIFICATION
it - pavel
n - qand
vfn - very fine -%and
st-santly loam
I's I -fine sandy Ion in
I - loam
R1 - stravelly loam
si-silt ,
all -silt loam
cl -clay loom
MCI - silty clay I"am
act - sandy clay 100M
tic -silty clay
C-clay
ea M No fl.dirr. .-A.,c v" th. sfkofrh ..
REMARKS:
'?kZ'4P,"'0' 1-f 4L7 - lf,;�WJP to, c;,. 7s%e� 14,6e-
-4-4 AP ^I- P415 )r rl P.,V
_jI -
4jF
4f= 10t;OC 40 /G-lr 4 4 ec. A,,o, In" 1191c _144
I Explain b§.tftTds requiring nPecial stErntion in deptign
(Sr tcl 1'!--- 0 ;7;;�
C, " S 2 7 —1 7 Al r e 7
GERERAL REMARKS:
33 134 1 35 138 1�17JNLII LIO
_[41 43 �j� 41 60
U a d

I NS I RUC I I Otis
All dams built with technical lissis'tatice from the Soll Conservatfoit Service
ritist have a hazard classification assigned by the . erson responsible for
appiroving the design. Most farm ponds, except In Corderline cases can
be classified after a. complete field Investigation without assumin; failure
and mAkfnq beeach studies. Als data sheet is to be used for recording
tile information obtained through field studies and for documenting tile
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure Is to be used. (Consult with the area engineer.')
Hazard classtficationi of dains are mad6 by evaluitfng the possibility
.for loss of life and the extent of dama e that would result If the dam'
;q;,11shbuld suddenly beeach--that It --a sectilon of the dam be suddenly and
!t,lcompletely washed out.- It Is to be assumed that a wall of water will be
!,,,, released equal to the'height of the' dam. This flood wave will -be reduced
111ro-InAelght as -it moves!clown the flood plain. The wave height (depth of
'I'166clitig) thould bb evaluated for a Sufficient distance downstream until
the estimated flood level will not cause significant damage to Improvements,
9fich At hdmdt, buildilids, . 1-dadS, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
opiinost bvtM flood lbin'. however; in a hArrow steep valley slopes
steeper than 10% shouQ be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to Impoundment storage (figured to the top of the dam) for each reach
evaluated with a Judgment estimate made of the flood wave height at all
critical points dowAstream.
Should ' there be an ' y qu - estfons about the hazard classification for a clam,
the area engineer shoulJ be consulted before making design cotivnitments.

UNinq STATIES
DEPARTMENT OF
AGRICULTURE
soil., 440 Calon Rond
CONSERVATION Lutnl)etfon, NC 28358
SERVICE 910-739-5479
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME.Kome oX e," el iAle-
bf
/,Q,-Vl 1, AIC 2 9 3 P
TELEPHONE 6 6,6 7
LOCATION
t-�F
SIZE OPERATION z 6
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER FT.
is SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
If yes, SCS cannot provide assistance.
IS SFM AT LEAST 100 Fr. FROM A NBLUE LINS" PERENNIAL
STREAM? YES I-,' NO
N no, site must be relocated.
JS SrM WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO
If yes, landowner should consult with local zoning board about requir—ecT—permits.
Permits must be obtained ptior to design approval.
ARE LMLITIES IN CONSTRUCTION AREA? . YES NO
If yes, see Part S03 or the National Eng;neering Mnnunl and follow p0_lWy_-
(copies or maps or other reference materials may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES 1--' NO
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING?
YES NO t,"
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADDIT1014AL PERMITS ARE
REQUIRED. 140 WETLANDS SHOULD 1313 ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
.4­4 ...... ;.. PREDOMINANT WIND DIRECTION?, YES v, NO
....... POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU. FT. UPWARDS
TO 3 CU. FT./LB. OF ANIMAL? YES i,- NO
PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES E­ NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTS? YES t-` NO
age

-q
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/Olk THREATENED SPECIES HABITAT PRESENT? 0
YES_ N
IS . A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO
ARE THERE PRIME, UNIQVE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
OPERATING UNIT? YES t-` NO
WILL THE AMON RESULT IN SODBUSTING? YES NO
If yes to any or these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to be completed. n
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND YES k--' NO
APPLY WASTE?
IF NO, DOES PRODUCER HAVE! ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NP_
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SITEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? 'YES 1--' NO
IS A CLAY LINER REQUIRED? YES NO
YES NO
IF YES, IS CLAY AVAILABLE ONSITE? QU93­TIONABLE
IS A CORE TRENCH REQUIRED? YES NO 1,-'
(Attach soil investigation sheet to site evaluation.)
SITE APPROVED YES [�"' NO CONDITIONAL
COMMENTS C14 t �e �/S �? e �le--; �L�o te
4
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATURE-�—� IIAT!E,,,
Page I of 2

I Nititt Aliptnvod - QMIJ Nn, nj1I0 0004
UNITED 11TAIES DEPARTMENr OF AURICULTune
AD-1026 (0� 07 91.1, . 1. . .1 1 1 . .
D WETLAND';
JAIG"IHILY'. ERODIBLE LANb CONSERVATION� (HEM AN
CONSERVATION (WC) CERTIFICATION
�1 3. Gtop Year
1. Narne of Producer 2. Identification Numbe . r
Zeb. B. . Oxetidine 239-58-8008 1994 _T
4. M the attached AIJ�1026A(s) list -all your farming interests. by county, and show current
§CSdeterininations? If"No" contact your County ASCS Office before completing thisforni.
n 'dor'g' ar e
yin' f(ir -'do Y6 hh e a FiM4A iii ure u aht �a loan�
S. Are yoxi now appl - g , or U v
6.
Do you have a crop insurance contract issued o reinsured by the Pe"d"eiriai biop
insurance Corporation?
7. Are you a landlord on any
HELC and WC provision§4
6-n--AD_io26A that will not be in compliandc
—Hasa HELC exemption been approved on any
landlord refuses to comply?
9.. ist e or attach a list of affiliated persons',.
explanation- Enter "None ", if applicable.
fanns listed on AD- 1026A because the
farmijjg._ijjter.ests._:,5ee reverse
if items 7 or 8 are answered "YES", circle the applicable farm number on AD-1 026A. I
During either the, crop year entered in item 3 above, or the term of a requested USDA loan:
10.
will you plant or produce an agricultural commodity on land for which a highly erodible..
land determination has not been made?
Will you plant or produce an agricultural commodity on any land that is or was a wet area
ofi,igAkh plififing i�ias iriade' obig§ible' by draiffing, . dredging, filling, or leveling or any other
r,1985?
means after Decernber'23,
VAR you, or have you since November 28, 1990, made possible the plantin' pt.
90,
nv rting,pn wet=y
pasture, agricultural commodity, or other such crop by: (a) co- '6- " ' " Y .
draining, dredging, filling, leveling, or any other means, or, (b) improving, ffiQAi6mg,:6,'.r
maintaining. an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards,; shitbsj building'
construp4on, or other. noq-agncultur.al use?..
.YES" for any one of these items, sign. and date in item 14 below. Girclethe'. applicable trabt 1026
N answeirs to Rems number on AD-1 O�6A, or list tract numbe . r in hem 12 on AD-1 026A: ASCS will refer this AD-
10, 11, 12, or 13 are to SCS for a determination. DO NOT sign in item 16 until SCS determination. is complete.
"NO" for all of these items or SCSdotormihatioris are corril)16tLi, cbmPletd itern. 16.
I hereby certify that the above information, and the Information on .. attached AD-1026A's; is true and correct to the best of n
r-14. SlignallUM Of aW belief
Producer.
sjgp�ture of.ASCS Representative
Date 19 1:! 1,', If id
a, S 6 �kl �j�'O: 6'i J j4 6 j e"a �e 6h�s' e xr) J
o tnt�i T-
5. in -Yee is an red in it o 1, 12, or 13. _-?A1
(ConWk*d by ASCS)
V
lfi it6in 16 h6lia Ab-4M.Apperidix.
KyM, gojbjo� .iWnjhg .1 . . I . - . 'Of to the best of r
is true and corrL
bw* got M6 above Inr6ftAtl6h, and thb Infdrmatfoh on jiffached AD-1026A's,
h�e any changes in my farming
my *pon§jbjfjjk to . a new AD-1026 In the event thOre
k 06 MP
nd-wkdge ind belMf d.willcompli �dth the co' fiance requirements on*
�,Ai opervilon(s)- hi signing this.form; I also certify that I have received an
Al�!026Appendlx-
S- Date
ProduceC41107L2
17. P"n8d1&.._ V, 1.7
scs COPY

'U.S.D.A. SCS-CPA-026 1. Name and Address of Person
Soil Conservation Service (June 91) Zeb B. Oxendine
RR 2 Box 286
HIGHLY ERODIBLE LAND AND WETLAND Rowland NC 28383
CONSERVATION DETERMINATION
4. Name of USDA Agency or Person Requesting Determination ASCS 5. Farm No. and Tract No.
1 8808 T-
SECTION I - HIGHLY ERODIBLE LAND
15. Is soil survey now available for making a highly erodible land determination? Y e s �,,J No E-]
7. Are there highly erodible soil map units on this farm? Yes [R No 0
3. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
1). List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
-10. This Hiohlv Erodible Land determination was completed in the: Office W Field E]
RFMInN 11 - WIFTLAND
2. Date of Request
5/3/94
3. County
Robeson
896
FIELD NO.(s) I TOTAL ACRES
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? . Yes Ga No 0
u-3,u-4
5
approx.
'12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23,1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subjept to the wetland conservation provisions ufiless
2
47
the a.,ea reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
-15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28,1990, or the planting of an agricultural commodity or forage crop.
-18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
I
21. Converted Wetlands (CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year that an agricultural.commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Welland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Welland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
maintenance and are
in compliance
I.0 -r - -1--A ___­ ­­ - ­.tl­l� i� fi.1k are considered
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Weiland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in�� field M and was deliveredo mailed�-:� to the person on 5 1 -3 19 4
28. Remarks.Some wooded areas on this tract contain "Wetlands." To clear, drain, or modify these
areascould result in loss of USDA benefits. If plans are to clear, drain, or modify any of
these "Wetlands" permits may be required from the Corp of Engineers, Wilmington, NC or NC Dept.
of Environmental Management
29. 1 certify that the above determination is correct and adequarefor use in determining 30. S Li f WS matiorfist 31. Date Supp
eligibiliryfor USDXprograni benefits, and that wedand hydrology, hydric soils. and
hydrophytic vegetation under normal circunistances exist on all areas oullinedas 5/3/94 #76E
Assistance and programs of the Soil Conservation Service a vallablo without regard to race, religion, color, sex, age, or handicap.
.S(:.s (:opy

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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.
Pumpinq 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 48.6 as marked by permanent marker. Stop pump -
out whery the fluid level reaches elevation 46.6 . This temporary
storage, less 25 yr- 24 hr storm, contains 381856 cubic feet or
2856282 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
------------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND-EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated 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 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN TIJE 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-
ability of a &lay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or 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
sh all be used if the recommended permanent vegetation is out of season
dates for seedin�- 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 mini -mum
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.

SP'ECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
�Ind all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot.' Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
---------------
-'A.cut-off trench (when specified) shall be installed as shown in
the plans.
I& �eGo-A-m-p-r--b !�Zkje S4&,E
N construction:
-------------
onstruction of excavated and earthf ill areas shall be performed to
'the neat lines and grades as planned. Deviations from this will
c3 require - prior approval of the SCS. Earthf ill shall be placed in
%max of 611 lifts and not placed in standing water. Compaction shall be
Qperiormed by the construction equipment or sheeps-foot roller during
�lacement. The embankment of the lagoon shall be installed using
\�-4, the more impervious materials. Construction of fill heights shall
s� include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material ja re encountered, they will need to
be excavated a minimum of one �j�l foot below grade and backf illed and
A -CL,SC,CH). Refer to the soil
�;ompacted with a SCS approved material (ie
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed' embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS 5 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32 LBS. HULLED BERMUDA GRASS § 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF -DOLOMITIC LIME (2 TONS/ACRE)
400 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. PENSACO�A 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.

WASTE UTILIZATION PLAN
FOR
ROGER OXENDINE
RT.2 BOX 289C:
ROWLAND NC 28383
May 2, 1994
Your animal waste utilization plan has been specifically
developed for your 7920 FEEDER TO FINISH SWINE operation.
The plan is based on the so!! types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual so!! tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant -use is dependant on
the method of application. Soil type is important due to
different leaching.potential and yield potential. 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 conditions 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 the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor pnoblems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
oU irrigition.

Your waste utilization plan Is bamvd on the following!
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
1 NUMBER OF 1 KONS WASTE PER 1 TONS WASTE
1 ANIMALS 1 TYPE OF ANIMALS 1 1000 ANIMALS 1 PER YEAR
1 ----------- 1 ------------------------------ --------------- 1 ------------
1 7920 1 FEEDER TO FINISH 370(--) 1 29304
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
1.TRAcT
FIELD
1 SOIL
1 ACRES 1
CROP
1CROPCODE!
--------
i 1896
i 2
1 WaB
i17
-------------------------------
HYBRID
DERMUDAGRASS
HAY
OH
: 1896
: 2
! NoA
117 1
HYBRID
BERMUDAGRASS
HAY
1 PH
1 1341
i 1
1 NoB
i9 :
HYBRID
BERMUDAGRASS
HAY
: PH
1841
i I
! WaB
!9 1
HYBRID
BERMUDAGRASS
HAY
1 BH i
i041
i 2
1 WaD
:10 ;
HYBRID
BERMUDAGRASS
HAY
BH
1841
----------------------------------------------------------------------------
: 2
: NoB
:5 1
HYBRID
BERMUDAGRASS
HAY
BH
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
----------------------------------------- 7 -----------------------------------
CROP !SOILIYIELDIUNITSITOTAL N! *TOTAL P t *TOTAL K
------- i -------------------- 1 ---- 1 ----- ------- 1 ---------- 1 ----------
1 HYBRID BERMUDAGRASS HAY 1NoA 16.1 VON :305 j(:) 1140 - 160
1 HYBRID"BERMUDASRASS
HAY
1NoB
16.1 !TON
1305
1140 - 160
1 HYBRID
BERMUDAGRASS
HAY
1WaB
15.5 VON
1275
W ----------------------------
10
1140 - 160
------------------------------------------------
* Total
phosphate and
potash
amounts
should be
confirmed
with
a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
1 1
CROPIWASTE AFFLI IYFL
MAW= N 1
UUMM
Ni MUNIMM lu "VF"'
TRACT
XIELD!
CODE! METHOD
1 WASTE
1 LB/AC 1
LB/AC
; ANIMAL
WASTE
-------
i ----- i ----- i ----------
: ------- -------- i
-------
-------------------
:1896
: 2 :
BH
ZIRRIGATE
!SWINE
275 i
0
APRIL
TO
OCT
11896
i 2 1
PH
KRRIGATE
:SWINE
305 i
0
1 APRIL
TO
OCT
11841
: 1 :
BH
;IRRIGATE
:SWINE
1 300 :
0
: APRIL
TO
OCT
11841
i 1 1
PH
KIRRIGATE
QWINE
1 275 i
0
1 APRIL
TO
OCT
11841
; 2 :
BH
!IRRIGATE
:SWINE
: 275 :
0
: APRIL
TO
OCT
11241
-----------------------------------------------------------------------------
i 2 1
PH
KRRIGATE
!SWINE
1 305 i
0
1 APRIL
TO
OCT

' h i t| din3 tables will
�he acres, crops, and application methods own n �e p/ cce
accommodate approximately 8416.2 an|mn|s of the type shown In fable A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass fifter strip should be seeded along a|! ditches in fields that
receive anima} waste.
ADDITIONAL COMMENT8_______________________________________________________
Prepared by:
Concurred in
7) "'�. C
-- *
,—. ---
� ' .-^-

2688.61
Surfaces:
Proposed
Existing
cut:
Fill:
Tight Volumes Expansion (%) * Expanded Volumes
35733.05 .0.00 35733.05
27537.03 20.00 33044.44
Difference: 8196.02 Net Export:
All volumes are in cubic yards.
'Grid cell size: 6.01 by 6.00
original scale: 100.00ft/in
Project: ROGER OXENDINE REV
Drawing: 9 8801S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
1-4
,51

A
ater
Plot of the sloping lines for the surface:
Proposed
Project: ROGER OXENDINE REV
Drawing: 9 880's
Number:
Location:
Bid Date:
Engineer:
Owner:
.Estimator:
IPrepared bW: using Sitework

46.00
.20
431.60
44
46
46470
48.140
47. 0 0
so 44.110
43 *1 0
—0-96light qrimoter
Plot of all data for the surface:
Existing
Project: ROGER OXENDINE REV
Or wing: 9 8801S
Number:
L?cation:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW:
using Sitework

........... .... ..
. . .... ........ .....
...............
....... ..
..... ....
. . . ... ...
. .......
... . .........
Inclination: 20.0
Lower Left 30 Mesh Surface
30 Mesh Surface
Proposed
Project: ROGER OXENDINE REV
Drawing: 9 8801S
Numbe�-:
Locat Lon:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

a
.......................
........................................
.22 ........ ..................... 440
22::
22::
i22
4:22
22
4 : 22
22
22
2
plot of all data for the surface:
Proposed
Project: ROGER OXENDINE REV
Drawing: 9 8801S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW:
using Sitework
43.60
22
i-5,.Ig5t-r

k
........................ 4.0.0 .................... .......
Riot of the contour data for the surface:
Proposed
Project: ROGER OXENDINE REV
Drawing: 9 8801S
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
22
2a
rimeter
Prepared by: using Sitework

I
iO. 22
W. 22
50.22
50.22
50.22
50.22
50.22
50.22
50. 22
50.22
60.22
SO.22
60.22
50.22
50.22
50.22
50.22
Plot of the sloping lines for the surface:
Proposed
Project: ROGER OXENDINE REV
Drawing: 9 88015
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

so
! ROGER oxENDINE REV: 9 SSO'S: Proposed 23 MAY 94 1:40 PM

62.00
60.00
48.00
46.00
44.00
42.00
40.00
k-(I, 14p btJ2. 66) <576. 08> (647.22,683.63)
ROGER OXENDINE REU: 9 880-S 23 MAY 94 1:40 RM

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