780033_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 78-0033 Certificate Of Coverage Number:
2. Facility Name: Sandy Evans 1- 18
3. Landowner's Name (same as on the Waste Management Plan): Sandy A Evans
4. Landowner's Mailing Address: 1305 Marietta Rd
City: Fairmont State: NC
Telephone Number: 910-628-6498 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 475 Moss Rd
City: Fairmont 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 (OIC): Sandy A. Evans
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
Prestage Farms Inc
Phone No.: 910-628-6498
Allowable Count
13,230
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
AWS780033
Zip: 28340-6753
Zip: 28340
OIC #: 17829
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify 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)
1-6
19.00
1-6
19.00
1-6
117,612.00
11-18
19.00
11-18
19.00
11-18
143,748.00
7-10
19.00
7-10
19.00
7-10
91,476.00
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 (V*TUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewalgncdenr.gov

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
corporation, signature should be by a principal executive officer of the corporation):
Name:
Title:
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: 2019PermitRenewal*ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

POY COOPER
K41CHAEL S. PECAN
5ecrerary
LINDA CULPEPPER
Dfmaar
NORTH CAROL INA
Enyirvnmenral QwOfy
February 27, 2019
Sandy A Evans
Sandy Evans 1- 18
1305 Marietta Rd
Fairmont, NC 28340-6753
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 Pen -nits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-reizional-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 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 by an
Eniring State Non -Discharge General Permit." The Uplication form must be coLnpleted, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
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): Fayetteville Regional Office, Water Quality Regional Operations Section
Robeson County Soil and Water Conservation District
AFOG Section Central Files - AWS780033
Prestage Farms Inc
N-Drtl­ E�. r-D r a Dep a rtment of Env' ror rrert a QL a IV I Di A siork of Wart er Re so urces
512 N. & sb L ry St 1 1636 M a _1�ry Dm :�-?r te r I h a -? th, No rth Carol irka 27699�1636
9113.7D72=

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification Of Coverage
Facility CurTently 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 unaffswere& Please verify all information and make any necessary corrections below.
Application nutst be signed and dared by the Perndifee.
I . Farm Number: 78-0033 certificate of Coverage Number: AW578OD33
2. Facility Name: Sandy Evans 1-18
3. Landownces Name (same as on the Waste Management Plan): San(L,-AEvam
4. Landownees Mailing Address: 1 1R-5 Mgiegark+ 2 3&4:> B— VA I A V I E W. 76c, 0, 9
I
City: -EftimM A A 14a; I C-1* State: NC Zip:
9/,D- 7,34--M9&
Telephone Number: Fmail: UAJJS 0 AOL- -4 6)K
5. Facility's Physical Address: 475 Moss Rd
City: Faimnl State: N-Q
6. County where Facility is located: Robeson
7. Farm Manager's Name (if different from Landowner): 0 V
8. Farm Manager's telephone number (include area code): 91,9- 73 Y- VIYO
9. Integrator's Name (if there is not. an Integrator, write "None"): Pmlage, Forms Inc
10. Operator Name (OIQ _&MbnNZt= qWk*11 R. &It# Phone No.: -2tQ!62&fM
?/0 - ZVI - P7,
11. Lessee's Name (if there is not a Lessee, write "None"):
12. indicate animal operation type and number:
Current Permit: operations Type Allowable Count
Swine - Feeder to Finish 13,230
operation Tvncs:
SWI-
Wean to Finish
CA-ft
Dairy Calf
Dry Poultry
Non Laying Chickens
Wan to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
hfilk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Faffow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
zip: 28340
OIC#: /9 ?30
OtberTypes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Liner T�rpc
Estimated
Design Freaboud
Structure
Date
(Clay, Synthetic,
capacity
Surface Area
Name
Built
Unknown)
1
(cubic Feet)
(square Feet)
(inches)
3�6- 4— 4
WOO-
1.6 41--mm
4%0-
1-6
02 9) +
r- L A -y
Q*71' 2-,9f-
L9 Q
9, j� I
C
7-10
7-10
7.10 11 le
1 93 q
IA y
91,476,OQ
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
its required by NC General Statutes 143.215.10C(d) to the address below.
The CAWMP must include the following components:
1. naa2gZ= Waste Utilization plan (wup), signed by tM oyimer and a certified ftchalsid ssweistil containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the Wup
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
A site map/schernatic.
Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
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, wedand determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAW`MP 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 allost dint lhis application has been reviewed by me and is accurate and complctc to the best of my knowledge. I understand that,
if all rcquired parts of' IhL'q application MV not completed and that it' all required supporting informal -ion and allachments -Ro: not
included, th6 application package will be returned to me, its incomplete
Note: lit accordance with NC GencrW Statutes 143-215.6A rind 143-215.6B. any person who knowingly makes any ralse stittement,
representation, or certification in any appli(Mion may bc subject to t;ivil PeRallics up to $25.000 per violation. (18 O.S.C.
Section 1001 provides a punishment by a fine at' not more than $10,000 or imprisonment of not more than 5 years. or both tbr
u similaf offensr.)
Pimicil Name of Signing Official (Landowner, or if multiple Landowueo all landowners should sign It* Landowner is a
corporation. SISTIMUM should be by a principal executive -.officer ofthe c(siporinion):
< - �J� ' 'r- /
Name Title -
Dole
,7
Nium. - Tille.
signiallre: Diitc
Name Tilic:
Signature- Date:
THr CONUILETED APPLICATION SHOULD BF SFN9—FO TYIP FOLLOWING ADDRESS.
NCDEQ-D%VR
Animal Feeding Operations Program
1636 Mall Ser-dee Center
Raleigh, Norih Carolina 27699-1636
Telephone number: [phone]
F-muil: 2019POrmilRenewsil..24ncdcar.got
FORM: RIENEWALASTATE GENERAL IJIM919

Animal Waste Management System Operator Designation Form
WPCSOCC
NCAC ISA RU.0201
Fatifity/Farlu Nalue.- G -Q rJ " E JA��Tr' PVII�Sj — / -9 /— L- C--
pcn�ait#- AWS-79OKn,33 Facility ID#; -79 - 33 C-9mity; R—j?,0-Se5tJ
Operator In Charge (01C)
Nm=: -� �a e, // /f --
yint AfidAff LWI eft
Cod Type / Num A Work Phone; (�Ilo
IQ JK�
Date.
Signature.,
gnature
-I catify that I agree, to my designation as the Operator in Charge for the fiwffity noted. I understand and will abide by the rules and regulations
pertaining to the responsibilities set forth in ISA NCAC 08F .0203 and fuling to do so can result in Disciplinary Actions by the Water
pollution control System Operators Cartification Coninassion."
Back-up Operator In Charge (Back-up OIC) (Opdonal)
Name:
Fftt Mwate
Cert Type /Number: —.-- -
Signalum—
Last Jr, &, eM
Work Phone:
Date:
q owl* that I agree to my designation as Back-V operator in Charge for the &cility noted. I understand and will abide by the rules and
regulatonspertainingto the responsibMes set forth in 15ANCAC 08F.0203 and fiTmg to do so can result in Disciplinary Actions by the
Water Pollution Control Sys= Operators Certification Comnassion
Owner/Pernkittee Name:
Phone #. L— )
Signature.*— —
(Owner or auftnizod agent)
Fax#: L
Date.-
MaU, far or emaU the
WPCSIOCC' 1618 Man Service Center, Raleigh, NC 276"-1618
Fax: [phone]
origind to:
E
MaU orfax a copy to the
AshevHle
Fayeftvffle
Mooresville
R21040L
app,opiate Rqiond q0j=
2090 US Hwy 70
225 Green St
610 E Cz= Ave
3 900 Barrett Dr
Swannanoa. 28778
Suite?14
Suite 301
Raleigh 27609
Fax: PAU".7043
Fayetteville 29301-SM3
Mooresville 28115
Fax: 919.571A718
Phone: 928M%450I)
Fax: 91DA86.0707
Fax: 704."3.6M
Pbow.919.79IA200
Phom: 91OA33.3300
Phone: [phone]
Washington
Willallngton
vVinston-s2kin
943 Washington Sq MaU
127 Cairdinal Dr
450 W. Hanes Mall Rd
Washington 27989
Wilmingtori 28405-2845
Wbston-Sdem 27105
Fax: 25LW.9215
Fax: [phone]
Fax: [phone]
Phone: 2SV9�
Phone: 910.79&7215
Phone: [phone]
OtetWn a copy of thisformfiryour records)
Revised 05-2015

Version —November 26, 2019
Mortality Management Methods
Indicate whkh mothod(s) w#1 be implemented.
Whein "10009 MoMp* mothodS indkaft a pft&Y VerSUS secondary option.
Methods other then those 11sw must be approVed by the State Votennadan.
Primary Secondary Row"s M01"llty
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
F1 death. The burial must be at least 300 feel from any flovving stream or pubic body of water
(O.S.106-403). The bottom of the burial pit should be at least one W 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.
F-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0 102.
A composting system approved and perryfted 6y the NC Department of Agricufture & Con.
sumer Services Veterinary Division (atlach copy of permit). If compost Is diistributed 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 opinior*d ft State Veterinarian, would make possible
the salvage of part of a dead animal's value iftout endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
F-1 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operabons. 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 beAone 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 rarm Owner/Manager
Signature of Technical Specialist
Date
-1111 19
Date

Waste Utilization Plan
Producer;
Sandy Evans County: RQbe5on
Name of Farm:
Sandy Evans 1-10
Location.-
1305 Marietta Rd.
Fairmont NC 28340
Phone,
010-628-6498
Type of Operation:
Feed -Finish
Number of Animal:
7350
Storage Structure:
Anaerobic Lagoon
Method of Application,
Irrigation
Amount of waste produced per year: 13965 ton/year
Amount of plant available
N (PAN) produced/year: 16905 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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 planbng 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 applications 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

Sandy Evans 1 -10
Page 2
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
SoiFT-y-pe
Crop
Yield/Ac
Lbs. N
Acres
Lbs N
Month to
Lbs. N
Code
unit
Used
Apply
Per Ac.
-Z4- 4 _8
1
DpA
BC
5.1
50
6.5
1658
APR-SEP
255
4448
2
DpA
BC
5.1
50
5.1
1301
APR-SEP
255
4448
3
DpA
13C
5.1
50
5.3
1352
APR-SEP
255
4448
3A
D n
13C
4.5
50
2.0
450
APR-SEP
225
4448
4
Co
BC
3.4
50
4.4
748
APR-SEP
170
4448
5
DpA
13C
5.1
50
4.6
1148
APR-SEP
255
4448
6
KaA
13C
5.4
50
1.4
378
APR-SEP
270
4448
7
DpA
13C
50
3.9
995
APR-SEP
255
4448
KaA
BC
5.4
50
3.1
837
APR-SEP
270
4��8_
9
Dn
BC
4.5
50
3.3
743
_T1
APR-SEP
225
4448
10
Wk13
13C
4.2
50
5.3
13
APR-SEP
- 210
4448
SG
1
50
44.8
2240
SEP-APR
50
5341
-ALL
11
DpA
BC
5.1
50
3.45
880
APR-SEP
255
5341
12
MaA
BC
5.1
50
2.76
704
APR-SEP
255
5341
13
Pa
BC
4.7
L50_+
4.90
1152
APR-SEP
235
5341
14
Pa
BC
4.7
50
50
4.60
1081
APR-SEP
236
5341
15
Pa L
BC
4.7
9891
AP R-SEP
235
r 5341
ALL
SG
1
50
19.921
9961
SEP-APR
50
Total
64.72
18761
lbs.
BC = Coastal
Bermuda (Controlled Grazed)
Available Nitrogen
16905
lbs.
SG = Small
Grain - Overseeded
Surplus or
deficit
-1856
lbs.
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.

Sandy Evans 1 -10 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen -
In interplanted fields (i.e. small grain, etc. interseeded in 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 materity,
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 the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field 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 2646 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 44
acres of land. if you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 106
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the 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

Sandy Evans 1-10
Page 4
of the Soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Applic.
Applic.
Code
Rate(in/hr
Amount
--�f4- 4 -8
-�
Bc
0.40
1.0
2
BC
0.40
1.0
4448
3
__RpA
DpA
BC
0.40
1.0
4448
3A
D n
BC
0.50
1.0
4448
4
Co
BC
0.35
1.0
4448
5
DpA
BG
0.40
1.0
4448
6
BC
0.50
1.0
4448
7
-KaA
DpA
BC
0.40
1.0
4448
8
KaA
BC
0.50
1.0
4448
9
Dn
BC
0,50
1.0
4448
10
WkB
BG
0.75
1.0
4448
ALL
SG
0.50
1.0
5341
11
BC
0.40
1.0
5341
12
___�IpA
MaA
BC
0.40
1.0
5341
13
Pa
BC
0.75
1.0
5341
14
Pa
0.75
1.0
5341
15
Pa
-BC
BC
0.75
1.0
5341
ALL
sG
0.5
L__I._O

Sandy Evans 1 -10
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount Shown can he applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
it is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm-, Sandy Evans 1-10
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stacked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 26-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Faci
Signature:
Evans
Name of Manager (if different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Signature: ',L4. J�&_
Phone: [phone]
Date: ��� I
Date:
Date: 5�j -S 1 It
MECE - :. I � AR
APR 2 3 2019
WaterQuatity
RegIomj0p&MM=S9CVW

Waste Utilization Plan
Producer:
Sandy Evans County: Robeson
Name of Farm,.
Sandy Evans 11 -18
Location,
1305 Marietta Rd.
Fairmont NC 28340
Phone:
910--628-6498
Type of Operation.-
Feed -Finish
Number of Animal:
5880
Storage Structure.-
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year, 11172 ton/year
Amount of plant available
N (PAN) produced/year: 13624 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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. AQ
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 applications 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

Sandy Evans 11-18
Page 2
Gould 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 the 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 I 5A NCAC
2H .0217 adopted by the Environmental Management Commission -
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Field No.
1
2
3
4
5
__jT_
6A
7
8
9
10
ALL
Soil Type
LaB
1 ;4R
LaD
WaB
Jo
--WkB
J0
D B
W B
WaB
D
MaB
Crop
Code
BC
t5t,
Bc
BC
BC
BC
BC
BC
BC
BC
Yiek
3.
10
4
4
4
4
5
4
5
5
-
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
3372
ArRF.R WITH NOTARIZED AGREEIVIENI
4447
11
—12
Z4_47
4447
13
Z4­47
1-4
5341
12&13
FaB BH
DpB BC
DpB BC
FaB BH
SG
BC = Coastal Bermuda (Controlled Grazed)
SG = Small Grain - Overseeded
BH = Coastal Bermuda - Hay
1/)
J
-3
-3
Lbs. N
S'
L6,5 N
I�jonth to
Lbs. N
u u it
nit
Used
Apply_
Per Ac.
50
0
3.0
570
APR-SEP
190
0
50
2.7—
513
APR-SEP
190
n
50
1.5
285
APR-SEP -1
190
50
1.9
447
ApR_sEP
235
50
4.1
861
APR-SEP
210
50
3.3
693
APR-SEP
210
50
4.2
882
APR-SEP
210
50
5.8
1479 1
APR-SEP
255
50
5.5
1293
APR-SEP
235
50
5.3
1362
APR-SEP
255
510
5.5
1403'
APR-SEP
255
50
50
6.0 50
5.1 50 2.7
5.1 50 3.3
6.0 50 4.6
1 50 6.0
Total 55.8
Available Nitrogen
Surplus or deficit
APR-SEP
300
689
APR-SEP
255
j720
E8421APR-SEP
1
255
1380
APR-SEP
ff
300
300
5 0
15846 lbs.
13524 lbs.
-2322 lbs.
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

Sandy Evans 11 -18 Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etr.- 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 materity,
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 the stand of bermudegrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field 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 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the 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

Sandy Evans 11 -18
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No,
Soil Type
Crop
Code
Applic.
Rate(in/h�
Applic.
Amount
3372
1
LaB
BC
0.75
1.0
3372
2
LaB
BC
0.75
1.0
3372
3
LaB
BC
0.75
1.0
3372
4
WaB
BC
0.60
1.0
3372
5
Jo
BC
0.45
1.0
3372
6
WkB
BC
0.75
1.0
3372
6A
J0
BC
0.45
1.0
3372
7
DpB
BC
0.40
1.0
3372
8
WaB
BC
0.60
1.0
3372
9
DpB
BC
0.40
1.0
3372
10
MaB
BC
0.40
1.0
3372
ALL
SG
0.50
1.0
ACRES WITH NOTARIZED AGREEMENT
4447
11
FaB
BH
0.40
1.0
4447
12
DpB
BC
0.40
1.0
4447
13
DpB
BC
0.40
1.0
4447
14
FaB
BH
0.40
1.0
5341
� 12&13
SG
0.40
1.0

Sandy Evans 11-18
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied, In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Sandy Evans 11-18
Owner/Manager Agreement Sandy Evans
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named a bove. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner. Sandy Evans
Signature...--,,r� Date:
Name of Manager (If different from owner)
Signature.- Date:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: i4 . ::;;� Date: V31it

4r
o0on A
qo
CA
Section
B
'Ea

-.7 73m-
6z
I.V e
Hogs
SectiolfA
01
r4
10 .6
vo J
So
3;
....j V6,
Sa a v
NF7
41

/perator:SANDY EVANS �~ounty: ROBESON
11/16/94
^
'istance to nearest residence (other than owner):
1500 feet
. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 }bs. = 0 |bs
0 mows (farrow to feeder) x 522 !bs. = 0 \bs
2940 head (finishin8 only) x 135 (bs. = 396900 ibm
0 sows (farrow to wean) x 433 }bs. = 0 tbs
0 head (wean to feeder) x 30 tbs. = 0 \bs
Describe other :.................................... : 0 |bs
------------------------------------
Total Average Live Weight 396900 |bs
^. MINIMUM �E��%RED TR�ATMENT VOLU�E OF LAGOON
Volume = 396900 tbs. ALW x Treatment Volume(CF)/\b. ALW
Treatment Vo|ume(CF>//b. ALW = 1 CF/>b. ALW
Volume = 396900 cubic feet
�. STORAGE VOLUME FOR ILUDGE ACCUMULATION
Volume = 0 cubic feet ��ouv,*.
$. TOTAL DESIGNED VOLUME
Inside top
length (feet)---------------------
350.0
Inside top
width (feet)----------------------
243.0
Top of dike
elevation (feet)-----------------
50.7
Bottom of
!agoon elevation (feet)------------
39.7
Freeboard
(feet) ------------ A ----------------
1.0
Side slopes
(inside la800n)------------------
2.7 : 1
Total design
volume using prismoida|
formula
SS/END1
SS/END2 SS/SIDE1 SS/SIDE2
LENGTH
WIDTH DEPTH
2.7
2.7 2.7 2.7
344.6
237.6 10.0
AREA OP TOP
LENGTH *
WIDTH =
344.6
237.6 81876.96
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
290.6 183.6
AREA OF MIDSECTION
LENGTH * WIDTH * 4
317.6 210.6
53354.16 (AREA OF BOTTOM)
267546.24 (AREA OF MIDSECTION * 4)
CU. . FT = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81877.0 267546.2 53354.2 1.7
Total Designed Volume Available = 671295.6 CU. FT.

` `
5. TEMPORARY STORAGE
DRAINAGE AREA:
LaSoon (top of dike)
Lan8th * Width =
350.0 243.0 85050.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 85050.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 |b. ALW 1.37
Volume = 396900 |bs. ALW/135 }bs ALW * 1.37 gal/day 180 days
Volume = 725004 Sa|s. or 96925.7 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 49612.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
.
Volume = 49612.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 96926 cubic feet
5B. 0 cubic feet
5C. 49613 cubic feet
5D. 49613 cubic feet
TOTAL 196151 cubic feet

, . SUMMARY
Temporary storage
ISO
Rainfall in excess of evaporaWon===========>
7.0
23 year - 04 hour
7.0
Side
2.7
inside tQp
350�O
inside top
242.0
Top of dike
50.7
Bottom of iasoon
39.7
TQtal required
59805i
Act"al design
6TI295,6
Saisonal hiGh watertable elevation (SHWT)===>
44.0
Stop pumping
47.Z
Must be > or = to the BHWT
44.0
Must Ve > Qr = to min- req- truatmMt el�m>
45.7
Required minimum treatment
396900
Volume at 5top pumping elevation============>
476276
Start pumping
49.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
e.S'2:� 1
Volume at start pumping elevaWon===========>
614749
Required volume to be pumped================>
146538
Actual volume to be pumped==================>
138473
Min. thickness of soil liner when required==>
1.6
7
. DESIGNED BY:
DATE -
APPROVED BY -
DATE:
days
i ncheii
i n c h e s
feet
t 1
feet
feet
feet
feet
cu.
cu.
ft.
f eut
f eet
f e8t
f eet
cu.
ft:-,
cu.
fto
f eet
C Ll . f t .-
cu. ft.
cu. f t.
cu. ft.
f eet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: ..........................................................

~
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor coptrul' The time required for the Planned fluid 'eve!
m (permanent + temporary storage) may vary due to
to �e reachedP d th mount of fresh water to be add"!f}umhin8 opmrat�onm an e a
to the system'
Thm designed 6 months temporary storage is an estimated volume
based on o 1) waste from animals; 2) excess rainfall after
d 3) the largest 24 hour (one day) rainfall that
evRp»rati»»; a« f once
every �5 years, The volume of
occurs on the average o i�| be fairly
waste generated from a given number of animals w
constant throughout the year and from yaar to year. This
estimate is based on 7 inches of excess rainfall which is
equa\ to or exceeds the highest 6 months excess in a year,,
rainfall is approxim
The average annual e:cess ate|y 8 inches. will Thereforean average of 8 (nches of excess rainfall
, h The 25 year rainfall will not be a
n�ed to be pumped each an pump\nS cyc\e; but this storage
factor to consider /n n �//'' t| n �s
voiume must always be available- A maximum e\ eva o
determined �n each design to begin pump�ng and this is usually
the outlet invert Of pipe(s) from bui|dinS(s). If the outlet
`` \s not installed on the elevation to begin pumping,
a
'pipe t b \nsta|\ed on this elevation to
permanent marker mus should begin.An elevation must be
indicate when PumP/»8 ni to maintain minimum treatment dePth
established to stop pumping '' d time between
(6 feet).Pumping can be started or topped any
these two
elevations for operating convenience as site
conditions perm' \
" \t (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptab!e
thod of disposalMethods of app|ication include so|id setv
center pivot, guns,
me ^ and traveling gun irr\gation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The fo��owin8 items are to be carried out:
1 It is strongly recmomended tha/the treatment !a8««ndbeipre-
c�"ar8ed to 1/2 its capacity to prevent excessive odors ur'g
start-up Pre -charging reduces the concentration of theinitial
waste entering the lagoon thereby reducing odors. Solids. s
� ^ d with effluent at all times. When pre-
sh»u(d be covered
ted flush buildings with recycled lagoon
liquid. Fresh water
char8i»S is compe ' should not be used for flushing after
initial filling.
2^ The attached waste utilization plan shall be followed.
This plan recommends sampling and test\nS of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
&Mi 49.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 47.20 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 2S Year
storm is 143478 cubic feet or 1073217 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 0.4
inches per hour'
5. Keep vegetation on 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 100 feet of buffer (25 feet grass or vegetation
in cropland) around waste utilization fields, particularly adJacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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, Div_ision of Environ-
menta\ Management, has the responsibility for enforcing this law.
NOTES:
�__� --------------------------------------------------------------------
______________________________________________________________________
_______________-______________________________________________________
______________________________________________________________________

Name: �- A jvd AFZ/14)VS
Facility Location: Cet,5-1-
z z -T-7.
Bench Mark Description: JQd L/Aj'j_ /I
Abe a -f- -7 Lld ZV 3 0 e
10C,Aied 4-0 A)ORA_ 6F 52'(,g. A- 0:�-00
vI,evation: Ft.
Distance to nearest residence other than
owner or tenant., /_57,00 —Ft.
Building
e
Top Width
SS-2-:
I Grade -Pad
Bottom Elevation 4�- 7
Top Elevation
Fluid Elevation 49�0
Depth
Ss
Depth
SS
24o
ss 3.1
e
4-S'
Width
1-

Operator:GANDY EYANS County: ROBEsON
[)istAnc& to nearest residence (other than owner):
1. STEADY STATE 4IVE WEIGHT
Date: 10/11/93
1500.0 feet
0
sows
(farrow to finish)
x
1?17
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2940
head
(finishing only)
x
135
lbs'
= 396900
lbs
C
sows
(farrow to wean)
x
433
lbs.
0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
Its
TOTAL STEADY STATE LIVE
WEIGHT
(SSLW) =
396900
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 396900 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb' SSLW= 1 CF/Ib. SSLW
Volume = 396900 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 300.0 feet ; Inside top width 240.0 feet
Top of dike at elevation 55.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 54.0 feet
Bottom of lagoon elevation 43.0 feet
Seasonal high water table elevation 49.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3'0 3.0 3.0 3.0 294.0 234.0 11.00
AREA OF TOP
LENGTH * WIDTH =
294.0 234.0
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 168.0
68796 (AREA OF TOP)
38304 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0. 201.0 209844 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68796.0 209844.0 38304.0 1.8

C:�- IFEMPORARY STORAGE REQUIRED
DRAINAGE AREA,.
U-agoon (top of dike)
Length * Width
sauare feet
U 2
IBL.ti ." U-Jil-IgS roof and lot water
-h
ength A W4 ---1 41
r) square feet
TOT AL DA -.72CC)C.).0 smuere feet
-Design temporary storage period to be 1-80 days.
5A Vol-urne of waste produced
Appro-ximate daily production of manure in CF/LB SSLW 0 � (-)(D 1:3
Volume = 3 9 6 9 0 Lbs. S'--'L-W * CF of Waste/Lb—/Da-Y- 13") d ay s
Volume = 97161 Cubic feet
Volume of wash water
This is the amount of fresh water used for wasit'ling floors or volume
Of fresh Water- used for -a f lush system Flus�n systems that reci.-culatt-=-
the lagoon water are c-ACCOUnted for in 5A.
Volume = 0.0 gallons/day, 180 days storage/7.41-:1 gal'ons
CF
Volume = 0.0 cubic feet
Volume of rainfall in excess OT evaporation
Use period of time when rainfall emceerjs evaporation b--,-1 1-argest- arinict.-IniC.-
.1
160 days excess rainfall 7�O inc.-as
Volume = 7.0. in * DA / 12 inches per foot
Voluume = 422,000.0 cub-ic -feet

5D' VolumS of 25 year - 24 hour storm
Volums = 7.0 inches / 12 inches per toot � DA
Volume = 42000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 97161 cubic feet
5B. 0 cubic feet
5C. 42000 cubic feet
5D. 42000 cubic feet
TOTAL 181161 cubic feet
6. SUMMARY
Total required volume 578061 cubic feet
Total design volume avail. 581064 cubic feet
Min. req. treatment volume plus sludge accumulation 396900 cubic f-�:
At elev. 51.2 feet ; Volume is 397584 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 539064 cubic feet
At elev. 53.3 feet ; Volume is 533679 cubic feet (start pumping`
Seasonal high water table elevation 49.0 feet
7. DESIGNED BY: ^4(A— ' APPROVED BY:
DATE: M111/93 DATE.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

U. S. OP AGNICULL-wk
Soft e4r4er"Rfaff gwvim
zc_iz�_40
low. 7/91
PLAN OF E)CCAVATED WASTE STORAGE PIT
NAME:_8AnDX LVAAS
_--Date: I'lli, /93
county:
Address:
Soo,
gwpt;;L- re x
AVC. IUP JLjV_
/lot
w"m a.".
L
55
(Sm book for voiaw catcutaximm)
U** Of faCiIitY:_NAS-,9 _14CATMEnr LA6490_n
Capaeity-. 4t 3
Sail T"m: _2ff _jk-fiz,59 ;Sol 1 M
Banch Nor Dascription 7,'Pjo or -Zx n , let S 10 c
L4!P'0,E I
0 '-'- 6 _n 4 9S e- ^ G&IO A n eu r 7o us e%
Batt=
NCZMAI Lignid Twvel
Stzr&" for ncrz'zal Precip.
UO3dom Liquid LavKl
23 yr. stc= Storaqr,
cxvst zSw
N=. Flow Dayt-ft
FIvaboard
Top of om
zlew.
Zlov.
(+) rt.
N 4D. -7 -1pt.
Ft.

­ J� 7 �_ v d% 04.a
12CUS6.1 Co.
I
13
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building Top Width I
Basin P-h 0 �55,5
LZ 7-::
/ L, - - - - Z Z.L.
Settled Top Blevation S5.0
OUTLET PIPE ELLIV.
41 1 as 3
Pit 0: as 3 of SS
TREATMENT
]LAGOON z
..I Depth = J 6.3
Pipe (Needs to be adequately
supported)
Bottom Xlevation 4310
i
0

� - . , - I - - --- -
Roboun c. -
AVERAGE GROUND
SANDY MATERIAL
NO CLAY
SANDY CLAY -CLAY
t
FILL
VARIABLE
1 FOOT THICK
CLAY LINER
TYPICAL CROSS-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL -CLAY LINER
I FOOT THICK CLAY LINER
(MINIMUM)
��CAVATE THIS AREA AND -
BACKFILL WITH'CLAY
EXCAVATE
VARIABLE
1 FOOT THICK
CLAY LINER
AVERAGE GROUND
SANDY MATERIAL
NO CLAY
SAN DY CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X I FOOT THICK X DISTANCE 5 12- CUBIG FELT 1(67 YARDS
21 CUBIC FKETICUBIC YARDS
q

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is desigmed to, waste treatment Wrmansmt 9tQra9Q) with
min- odor cnontroi� The time required for the planned fluid level to be
reached (permanent 0 temporary storage) may vary due to soil conditions
flushing Weration5, and the amount of fresh watar added to the system.
The designed & months temPOrarY storage is Am estimated volume
based ong 1) wasts ?rom animals; 2) excess raimfell afte" avaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The VOIUMW Of Waste generated from
a given nQmber of animals will be fairly constant throughout the year
and from year to year. This MStimate is based on 7 inches of excess
rainfall which is equal to on exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of a inches of excess rainj,ll 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;
lu 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 complete5
Uash 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 53.3 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 51.2 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 13?161 cubic feet or 1040925 gallons. As stated before, this
volume will vary nonsiderably 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 MOWgd annually. Yegetation should be lertiiired as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents
establish in vegetation.
7. All surfac2 runoff is to be divsrtsd from the lagoon to stable
outletsm
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streama. 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 Rm=n"rvn=. nini"imm mf Pmwivmm--
mental Management, has the responsibility for enforcing this law.

AOW
— F o�-A 4
12-280
WE
NONE
win
amw
-PIMP
0 Squares to the Inch

-------- T-- -
mans. -
Nor+h
;-fob.-
k
4h.0 7
-7-
4q,cl
46
V7:3
IRIS, rols"de 74
cvfrotc
5
+00 41r,9
.00 LVPS�
13+io
0+50
44-9
C
tip
T"
T(5,*n S\e. So,oV
SF— co,�sr V-f SO-44%
6i. PO
Al V.3
4414 44 -C)
b /i 619�
DAe. 6e-Vweem new lalpoh &J
ecisfl.5 10,100A fo Le CCAQV"
Clow-' to Pelev. 17-1.
1);vcel' toaLler s6cav, �-j afro -As
A�-
se C c

)Perator;sandy Evans County: Robeson
Kstance to nearest residence (other than owner):
Date; 05/09/94
1000.0 feet
AVERAGE LIVE WEIGHT
(ALW)
0 Sows (farrow to
finish)
x 1417
lbs.
0
lbs
0 sows (farrow to
feeder)
x 522
lbs.
0
lbs
4410 head (finishing
only)
x 135
lbs.
595350
lbs
0 sows (farrow to
wean)
x 433
lbs.
0
lbs
0 head (wean to feeder)
x 30
lb5.
0
lbq
Describe other :
0
otal Average Live Weight = 595350 lbs
1. MINIMUM REQUIRED TREATMENT VOLUME OF'LAGOON
volume = 595350 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 595350 cubic feet
1 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Way AccumAXP% not C-o-40tJ e6l
Volume = 0.0 cubic feet 6 Le A It PA relvc.%'t. Re.,00q& SkuAle. 45, W4044.
TOTAL DESIGNED VOLUKE
Inside top length (feet) --------------------- 260.0
inside top width (feet) ---------------------- 400.0
Top of dike elevation (feet) ----------------- 49,1
Bottom of lagoon elevation (feet) ------------ 37.1
Freeboard Veet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : 1
Tocal design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE! SS/SIDE2 LENGTH WIDTH DEPTF
3,0 2.0 3.0 3.0 254.0 394.0 ii.0
AREA OF TOP
LENGTH * WIDTH
254.0 394.0
AREA OF BOTTOM
LENGTH * WIDTH
i88.0 328.0
AREA OF MIDSECTION
LENGTR * WIDTH * 4
221.0 3610
100076 (AREA OF TOP)
61664 (AREA OF BOTTOM)
319124 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA Top 4 (YAREA MIDSECTION) 4 AREA BOTTOM] DEPTH/6
100076. 319124.0 61664.0 1.2
nnnimna, vml"Mw h"=i1nY1= = 7�

TEMPQRARY. STORAGE REQUIRED
J-&.3am XbO X z P0 :,-r 7.iy,9osq -fl-
nt�ATmAr-,v ADvk 4JJGA �-G'8001A .2-40 X PfD = 36400 tq-f+
Lagoon (top of dike)
Length -* Width =
27�.O 400.0 109200.0 square feet
/ & 9.7. 0 0 a, -f-f-
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 109200.0 square feet
Design temporary storage period to be 180 days
A. Volume of waste produced
Feces urine production in gal./day per 135 1b. ALW 1.37
Volume 595350 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume 1087506 gals. or 145388.5 cubic feet
B. Volume of wash water
This is the A -mount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon watbr are accounted for in 5A.
Volume = 0.0 gallons/day 1.80 days st-oragel/7.48 gallons
V
P e
Volume = 0.0 cubic feet
7. Volume of rainfall in excess of evaporation
Use period of t ii -ne when rainf al 1 e---:ceeds eva.-orat ion by largest amouiat
180 days e.�
:cess rainfall 0 4 n che s
Volume = 7 - L' in 12 inches per foot
Volume = 63'70-0-c� cuh-i-c feet

PD. Volume of 215 year - _24 hour storm
volume 7.0 inches / 12 inches per foot * DA
Volume 63700.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
145389
cub'c
feet
5B.
0
cubic
feet
5C,
63700
cubic
feet
5D.
63700
cubic
feet
TOTAL 272789 cubic feet
SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evapcPration===========\
7.0
inches
'15 year - 24 hour rainfall==================>
7.0
inches
1.0
feet
Side
3.0
: 1
inside top length===========================>
260.0
feet
Inside top
400.0
feet
Top of dike elevation=======================N
1
49.1
feet
Bottom of lagoon elevation==================\/
37.1
feet
I required volume===_=====_=============>
868139
cu. ft.
Actual. design volume========================N
881584
cu. ft.
Seasonal high watertable elevation
42.5
feet
Stop pumping
4- 5 . 1
f eet-
Must be or to the SHWT elev.===
41.5
-Feet
-
Mu 0 -1 b _e o r t o m 1`1 n . �- e q r e a t m e n t- e 1
f eet
Requ-Lired minimura treatment vo.1urne==========='�
5015350
c f t .
olurne at stop pumping e1.evation============`.
508528
13. ft.
Scarz puraping
47.4
f e e L
Must be at bottom of freebcard & 25 yr. rainf.'all
Ictual volume less 25 yr.- '�4 h.,-. rainfall=="
217884
c- u f t .
I Y 7 01UME! at star - Pumping e1eVat4_10r.=========__
Pj'1d7Q
r-U ft,
Required volulrle to be pumped===
1)
_001089
cu. IL t .
Actual -,7olume planned to be pumped=--_------'%
2 1- 32 9 5 1
c f t
Miri. thic'r-.ness of soil lirier when required==-.',
1 .8.
f e e t-
D E S T G N E D B Y APPROVED BY:
DATE: D 1'-i T E :
NOTE : S E E ATTACHEr WASTE UT I L T7­r-Cj,1 rT
,,� � _L PLAN

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 tliroughout 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 w-aste to prevent damage to crops,
I -
The following items =-re to be carried oiit:
- - - - I Laent 1 =;goon �re-
It is strcngl- e -conimended that t ae t rea t.-
charged to 1/,2 il�-s capacity to prevent e::.-cessive odors during
,�tart-ljp. Pre -charging reduces the concentration of the initial
-.,-,aste entering the la;goon thereby reduci-ag odors. Solids should be
covered -with efflu,e-rit- at all, time:=-;. When prec1liarging is complete,
lagoon iquid. Fresh water s11--loulf, not
.-Iush buildinigs vJtl rr�C-, C'e-1
j r
b-� used for flusif--ina after initial 1-1
'he attached wa=te utili-a+-4on plan -ha'l be followed. Th
p an r ecommendS Saaip i -1-.-g and test ing c-, .17 wast- e ( see atta chnLent
b e f o r e 1 a n d a p p I --- a t o n
Begin tempo-rary stor-age pi -imp -out of t �,L e 11 a g o o n w h e n f 1 -u i d 11 e v e 1
reaches tine e leva� t -:1 on. 47.4 as mar'Ked by, permanent mal-ker. Stop pump -
out when the level reaches elevati�n 45.1 . Tl---:is teraporary
storage, less 25 y.-,-- -14 hr storm, Contains 209089 cubic feet o.-
156'�';9821 gallons.

SHEET 2 OF 2
4, The recommended maximum amount to apply per irrigation is
one (1) inch and the recommeaded 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
lagoo-a mowed annually. Vegetation should be fertilized as needed
to maiatain 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 no-, pump within 200 feet of a
residence- or within 100 feet of a well. Waste shall be applied in a
manner not to reach cther property and public right-cf-ways.
9. The 'Clear, Water Act of 1977 prohibits the discharge of
pollutants into waters oil the United St--tes. The Department of
Envi.ronment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

Operator:Sandy Evans L-Wounty: Robeson
.Ate:
10/03/94
Distance to nearest residence (othe;
than owner):
2500
feet
1. AVERAGE I-IVE WEIGHT (ALW)
0 sows (farrow to finish)
1417
lbs.
0
lbs
0 sows (ParrOw to feeder)
522
lbs.
0
lbs
5550 head (finishing only)
Y, 1SI15
lbs.
798800
lbs
0 sows (farrow to wean)
X
1
lbs.
0
lbs
0 head (wean to feeder)
X 30
It's.
0
Ibs
Describe other :
....................................
0
lbs
------------------------------------
Total
Average Live
Weight
792000
lbs
Z. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 79?800 lbs. ALW
x Treatment VQIume(CF)/K.
ALW
Treatment Volume(CF)/lb. ALW
CF/lb. ALW
Volume = 790800 cuoic feet
2. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- T00.0
Inside top width (feet) ---------------------- 220.0
Top of dike elevation (feet) ----------------- 47.Z
Bottom of lagoon elevation (feet) ------------ 37.0
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : I
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 694.0 224.0 9.2
AREA OF TOP
LENGTH * WIDTH
694.0 224.C) 155456 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
638.8 168.8
AREA OF MIDSIECTION
LENGTH * WIDTH * 4
666.4 196.4
107829.44 (AREA OF BOTTOM)
523523.S4 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMA * DEPTH/(.':.
155456.0 5Z3523.8 107829.4 1.5
RAF
Total Designed Volume Available =1206440.9 CU. FT.

5- TEMPORARY STORAGE REQA�ED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
700. 0 -*A+Wtw0 s q u a r e f e e t
Buildings (roof and lot water)
0.0 square feet Describe this area.
16 Q n 5,
TOTA1- DA =555TITOU square feet
Design temporary storage period to be 180 days.
5A. Volume of wa5te produced
Feces a urine production 1, gal./day per 105 lb. ALW 1.17
Volume = 79?800 lbs. ALW/105 lbs ALW * 1.07 gal/day 100 days
volume = 1450002 3als. or 192851.3 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.40 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 inches * DA / 12 inches per foot
Volume = 93916.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 93916.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
193851 cubic
feet
5B.
0 cubic
feet
5C.
93917 cubic
feet
5D.
93917 cubic
feet
TnTAI APIAPM r"Kir Pmm4-

6.. SUMMARY
Temporary storage
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - Z4 hour
7.0
inche5
1.0
feet
Side
2.0
; I
Inside top
700.0
feet
Inside top
aSO.0
feet
Top of dike
47.2
feet
Bottom of laGoon
07.0
feet
Total required
1170M-017-54
cu. ft.
Actual desiSn
cu. ft.
Seasonal high watertable elevation (SHWT)===>
41.0
feet
Stop pumping
41.5
feet
Must be > or to the SHWT elev.==========>
41.0
feet
Must be > or to min. req. treatment el.=>
4S.0
feet
Required minimum treatment volume===========>
791900
cu. ft.
Volume at stop pumping elevation============>
806550
cu. ft.
Start pumping
45.5
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume les5 ?5 yr - 24 hr rainfall===>
K12524
cu. ft.
Volume at start pumping el&vation===========>
1098967
cu. ft.
Required volume to be pumped================>
28776S
cu. ft.
Actual volume to be pumped==================>
292417
cu. ft.
Min. thickness of soil liner when required==>
1.5
feet
7. DESIGNED BY:'J"..'K A PPR C-' V E D T--: Y
41/
D A T E 3 9 47 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: U2"AA--/e-
4,4P,
2), enr ae,
f-C) L/ LL 7Zc) <�O "L 4K 'e A-
Cj 1�1
A�-
4-

SHEET I OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagooq in designed for waste treatment (permanent storage) and
100 days of temporary aUrage. The time required for the planned
fluid level (permanent and temporary stQraje) 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 (Z) excess rainfall after evaporation. Also
included is storaoe 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 Z5 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
pumpinS 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 elevatiQn
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 teaching.
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 5hould be
covered with effluent at all times. When precharging is complete,
flush buildings with recytied 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
45.5 as marked by
permanent marker. Stop pump -
out when
the fluid level
reaches elevation
43.5 . This temporary
storage,
less 25 yr- 24
hr storm, contains
287768 cubic feet or
2152505
gallons.

SHEET 2 OF 2
4. The recommended mamimum amount to apply per irrigation i5
one (1) inch and the recommended maximum application rate is O.:�:
inch per hour. Refer to the waste utilization plan for further details.
6. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be ;ertilized 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. Wa5te 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 rQht-of-ways.
9. The Clean Water Act of 1?77 prohibits the discharge of
P011utants 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.
I

All
JV—
I -- ?
-24 3 x /,5 79
q5
20
2.
le"
-j 5
614-14-
6511, 'F5, ell
ZJ Ti;�

Confinement Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top -Width
4 7,
Pipe (Needs to be adequately
supported)
Settled Top Elevation
Fluid
SS
Ss ss;3-
L4ae-E L
,.(TR E�ATH ENT
IACOOH
Depth =L7
7_.
Bottom Elevation -7L-
4)A��e
"-4 lee /,,v e /C-.,
PLe-

Confinement Building
TYPICAL VTw nr i fwE-STACE LAGOON SYSTEM
Top Width
,61 - 4 7.4
� Z.
Settled TOP Elevation
Fluid Elevation4.6-,7
Pit
SS
ss.-as
(,4Z'-y C /TREATHEN
A��s T
.1 LAGOON
Pipe (Needs to be ade"tely IF
supported) Depth=
Q 4&
Bottom Elwation 37,0
A,,
S S L.5? : -.z.

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
bui|dinS(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 1a3oon 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 prechargin8 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 45.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 287768 cubic feet or
2152505 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 deta{!s'
5' Keep ve8etat|on on the embankment and areas adjacent to the
!agoon 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. A|/ surface runoff /s to be diverted from the lagoon to stable
out ieta '
S. Kemp a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied /n 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.

I
SMERGENCY 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. 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 thefields 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

ACTION PLANi
E. Leakage from base or sidewall of lagoon. Often this
is seepage 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?
E. DoeS the spill have the potential to reach surtace 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 of 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 CONSTRUCTION CO.
B. Contractor Address: 1253 JONESVILLE RD,
C. Contractor Phone: [phone]
Page 2

jMERGENCY ACTION PLAN
6. Contact the technical specialist who certified the lagoon
(USDA-NRCS, Consulting Engineer, etc.)
A. NaMe DAVID HEDCPETH
B. Company:NRCS
C. Address:440 CATION RD, LUMBERTON, NC-283
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

-'item
IVC, Water pollution Con&O1,V
()Perajor.s (,-ertification CommiSSiOn
Spruell R. Britt
I., P, crude T,W Grsd�
%W 1693"
Chapter 90-A
41 O"OY CenT
led open,,,r ,ndc, p,,V&Iom of Artkk 3,
of the Genere SWges f p*,� Cafogm
C,,rl- flaymmer 2019
(-1wir?"an

Glenn Clifton
From: Lawson, Christine <[e-mail]>
Sent: Tuesday, March 19, 2019 5:22 PM
To: Glenn Clifton
Cc: Joshi, Jaya
Subject: RE: [External] Sandy Evans
Attachments: AWS780045-app-sent.pdf, AWS780033-app-sent.pdf, Mortal ityMg mtCklist 1126
2018.pdf
I am so sorry to hear of the loss.
Attached are the permit renewal applications. Just have her sign these and send back with a note that her husband just
passed last week. She can get the rest of the information and any
change the ownership (if needed) to us in the next few weeks. We certainly understand her loss and will work with her
any way that we can.
FYI - Looks like 78-33 is Sandy Evans 1-18 and 78-45 is Sandy Evans 19-20.
Christine B. Lawson
Program Manager
Animal Feeding Operations Program
Department of Environmental Quality
919 707 3664 office <—NEW NUMBER
984 232 1223 mobile
[e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Glenn Clifton <[e-mail]>
Sent: Tuesday, March 19, 2019 4:46 PM
To: Lawson, Christine <Christine. [e-mail]>
Subject: [External] Sandy Evans
Wbo not
MMUM110 - .;�3vhr -i� - - -4--
MICEIVE 0 INCT!E01DWIR
APR 2 3 2019
wetarclualiv
R%1Q=10WW0nsSW"
Hey Christine,
Hope you are doing great. We had a grower that passed last week and I called his wife today and she has not received
the permit application as of today. Will you email me the application for:
Sandy Evans 1-18 (78-45)
Sandy Evans 19-20 (78-33)
1305 Marietta Rd
Fairmont NC
Thanks,
Glenn

Notificatimi of (. hange of Ovi-nel-shill,
Animal Waste Mantigunlellit FilicilitY
(FlIvaste type or print all intin-mation that dov,, not rettidre a %ignawre)
Ili itcctir(lance with the reLltmernems Lit' 15A NCAC 21 .1.;04(c) wid 15A NCAC 2T .1305(d) this kirm i,,, official nolificaillon
to the Divisimi tit' %Vitter Rciourt:,:s (DWR) (it' (lit: transl�r ol'ovvitership ofail kilirlijil Wasit. Nlimagunicrit Facility. This
1`01-111 I-11LIS1 he SlibilliltUd it) D%VR no liticr flum 60 days 1611mving, lite trzillsfur (it Mvilu(shill.
Getteral Information.-
- Farm: 7 89 -,3 3
Previons Nanic ill SA IJ f, v I-- v t 14 S I,acilitv No;C
C�A,��Oy 8%)A,4& I'llolle Nt):,91D- a-!�2
Nc%v Owmvr(s) Nmnc:��4B No:911 -0 7- 4 —%9 0
F,�!g S (SCA1 E\jAr4s IttosicAllholit.
A r4 Wj& C1, L t-
New I arm Name (it applicable):
r-j c- 2.71-cR
L 0:1�
Lalittitlealld I.t1ll6llfde-3+v &l' 7-Y' -+-' SV'
3tL
I'leil,,v jjjtiiCb '.1 e0j)%, Ol'il COL1111\ I'LlOd Mit)) With IOCM1011 Idemilic(l. and provide the localiol, it(ldl-essund drivingthre%:lictio;
bulow (fie ,pecific: road numt-5. directions. milepost.
fv,w [,!f Swim.. No Of.-Inimals
dSiNfic A.o. (PI.-I'limals
I ifl
Q wean to Feeder
0 \Vtnill to Finkh
0 Boar,
Hed,
N Fuctler It) Finish 3,rZ3 0
0 to
0 Fairow to Feedur
0 I. -aver
0 Falom, to I-illish
Oth'.1
Acleaue Availithic Pir Al'I'li-tiOD:
Required Aciviil-!c:
.1.,00lls
Number ot 1'.
llb'C 1'e" "I
()�vner- / Manager %tacentent
I (\Yc) verify thal illi the i'lloVe jj)ti.,rlil;,fimi is correct MILI Will be tipdated iipon cliaiiygilll--� I (we.) tifidt:r%ttind theopurnfion and
iliaintemincu procc(ljjre,� c.,tithlished ill the Certificil Animal \Vas(c Plall (CrM.A.111) kir the I'arill 111111led alimc
�..jjd will ililpluirilcia thest! proucdurc-�. I (%vt,) kiif)%\- 111:11 811� Illodifil"llitill m expallsion to file existing clusign cupiricits, tit tile
1%aste Ircallitent and Storage systuill ol collmlilctioll of llvw I'acifitic.; will requin: it pemlit modificalimi before (lie n-V
animak are stocked. I (WO 1111derstind (hill. there lilt'St be 00 ()1- j,lji(jj,,jI 111,111 tile storage or applicalioll
S."Slein to %lit lbee %vaten., of tile Mille eillicr diredly throtivii a man-Tuatle corivesImCc. or stoill, evcm lt;ss severe than
ll'ic 25-war, 214-ji(jur stomi and (here 111LI&I It()[ bV 11111-011 . I"rom Hit: applicalion t*,,jl)ijjjtjj wilmv. I (Nvc) midermand Owl this
rhcilit� . 11mv I)v Uovert:(I by -LI �,Jzjjc Non-Dis,--ImrL.,t Permil ill it NVDI.;,S Permit and :onl pletiol 1 11 thi-s Mill'(Wizc-s Ill'
OtAVater. Rvsmlrcu.� to issuc Ilic rnluilctl licrillit (o (lie new halld isixiler.
�S,doDy e- VANS A 56
Nimic tit Previl,11-1, 1-1tild -D�
N;ime of Ne%% Lilrill ()JW.I.r:—SA
Sij!naturv:,1,' Z L
—7 io�
Naniv of Mallage" Ol-
EE� v A 14 S F-A P- 1 5 T'r4-0-S :Le, �e
(e, I- j
Date f 3 Z.1,9 -
uromomier): Nick EVoOAS---
plca%e %i-111 mid r-clurn this form to:
Date:_
Allinittl Feeding Opel-ati(111%
N. C', [)ivkhm of Water ltesoutvie%
Water Quidity 1jelgitillal OI)el-01i0TJS SeCti011
1636 Mitil Sul -vice (:enter-
Rilleigh, NC 27699-IIP30
.little 12. 20 15