040008_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: 04-0008 Certificate Of Coverage Number: AWSO40008
2. Facility Name: Kevin Martin Farm
3. Landowner's Name(same as on the Waste Management Plan): Kevin Martin
4. Landowner's Mailing Address: PO Box 256
City: Ansonville State: NC Zip: 28007
Telephone Number: 704-826-8992 Ext. E-mail:
5. Facility's Physical Address: 1024 Old M,, 52 W
City: Wade o State: NC Zip: 28170
6. County where Facility is located: Anson
7. Farm Manager's Name(if different from Landowner): Kevin Martin
g. Farm Manager's telephone number(include area code): C-10 0 oey_S 11 s
9. Integrator's Name(if there is not an Integrator,write"None"): Mu!]ihv,-Brown LLC
10. Operator Name(OIC): Kevin M.Martin Phone No.: 704-826-8992 OIC#: 16669
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,552
Operation T1 '
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
04-0008 S C tpt 19.00
1 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 suecialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC -General Statutes 143-215.6A and-1.43-215.613, any person-who :knowingly-'makes any false statement,
representation, or certification in any application,may 6.bc!-,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):
r r
Name: Title: 0%.>
Signature: Y\wj/'L Date:
Name: Title:
Signature: _ Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO TIE.FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Perm [e-mail]
RECEIVEDNODlM(a WR
MAR 19 2019
Water Quality
Regional Operations Section
FORM: RENEWAL-STATE GENERAL 02/2019

RECEIVEDINCUEO/DWR
ROY COOPER
Governor
MICHAEL S.REGAN . ��. MAR 19 2019
Secretary r...�`
LINQA CULPEPPER NoRr"CAROLINA
,`rector Environmental Quality
Regionar t.a N ,ations 8et.'lloi8
February 27,2019
Kevin Martin
Kevin Martin Farm
PO Box 256
Ansonville,NC 28007
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deq.nc gov/about/divisions/watcr-resources/water-_[ualii�-r ional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
l a1Ci�,h,Nw h Car:.lina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Disch Me General Permits. %ou must submit an aWlication for
permit coverage to the Division. Enclosed You will find a "Request for Certificate of Coverage Facility Currentl• Covered b an
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that You must include one 1 co Y 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 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Fay etteville Regional Office,Water Quality Regional Operations Section
Anson County Soil and Water Conservation District
AFOG Section Central Files-AWSO40008
Murgh■-Brown LLC
No:tta 4~ara na Departmarst of Erv�•ortrents Q�a7t} � Diusi�aa of 1k'fitar Rzsa;:e�s
e— 51i tt.5a sbury St.1163E N.si Sa-Vme a-it=_r I Ra"_gh,Ucrth 2arc7%s 27ESS-1636
919.707. 030

���
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvada, III
Governor Secretary
October 1,2014
Kevin Martin
Kevin Martin Farm
PO Box 256
Ansonville,NC 28007 i
Subject: Certificate of Coverage No.AWSO40008
Kevin Martin Farm
Swine Waste Collection,Treatment,
Storage and Application System
Anson County
Dear Kevin Martin:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Kevin Martin,authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for Kevin Martin Farm, located in Anson County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder:3552 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation,there may be one boar for each 15 sows.Where
boars are unnecessary,they may be replaced.by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWSO40008 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit,the facility's CAWMP,and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC(as provided above)will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please read this COC and the enclosed State General Permit carefull . Please pgy careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center,Raleigh,North Carolina 27699-1636
Phone:[phone]Internet:hn :l/www.ncdenr. ov/
An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper

If your Waste Utilization Plan (WUP) has been developed based on site-specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any
lagoon,storage pond,or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC,the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties,criminal penalties,and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days,this COC shall be final and binding.
In accordance with Condition 1I.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning,Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Raleigh; NC National
Weather Service office at(919)515-8209,or by visiting their website at:http://www.weather.Pov/rah/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at 910-433-3326. If you need additional information concerning this COC or the General
Permit,please contact the Animal Feeding Operations Program staff at(919)807-6464.
Sincerely,
for Thomas A.Reeder
Director,Division of Water Resources
Enclosure(General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office,Water Quality Regional Operations Section
Anson County Health Department
Anson County Soil and Water Conservation District
WQROS Central Files(Permit No.AWSO40008)
AFO Notebooks
Murphy-Brown LLC

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No.FY19-WO05309
`r��c.o�ruRF,wnc Predictive Client: Kevin Martin Advisor:
s �u� PO Box 256
Waste Report Ansonvi 28007
Anson County
N �V4uL•'Ul � Links to Helpful Information Sampled: 02/26/2019
Received: 02/27/2019
Farm:04-8 Completed: 03/05/2019 PALS#: 11917 PALS#:
Sample Information Nutrient Measurements are given in units of parts per million(ppm), unless utherwise specifed. Other Results
ID:01 - Nitrogen(N] P K Ca Mg S Fe Mn Zn Cu B Mo C Al Na CI
Code:ALS Total N: 44.1 590 93.8 25.2 18.0 2.96 0.38 3.35 0.36 0.76 - - 0.29 137 -
Description:Swine Total Kjeldahl N: 710
Lagoon Liq. Inorganic:
Grower Comments Inorganic:
SS EC pH BD CCE ALE C:N DM
Not Provided NO3-N (10 S/cm) (MS/cm) (Unitless) (Ib/yd') (%) (1000 gal) (Unitless) (%)
7.51 - - - - -
Estimate of Nutrients Available for First Year(lb/lTd gal) Other Results(lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo AI Na Cl
Broadcast 2.96 0.84 5.91 0.78 0.21 0.15 0.02 T 0.03 T 0.01 - T 1.14 -
Sample Information Nutrient Measurements are given in units of parts per million(ppm), unless utherwise specifed. Other Results
ID:02 Nitrogen(N1 P K Ca Mg S Fe Mn Zn Cu B Mo C. Al Na CI
Code:ALS Total N: 36.6 521 84.7 20.8 14.0 2.63 0.34 2.66 0.36 0.65 - j - 0.28 103 -
Description:Swine Total Kjeldahl N:641
Lagoon Liq. Inorganic: ..
Grower Comments: NH4-N _SS EC pH BD CCE ALE C:N DM
Not Provided NOs-N (10 S/cm) (mS/crr) (Unitless) (Ib/yd') N (1000 gal) (Unitless) (%)
7.50 - - - - -
Estimate of Nutrients Available for First Year(lb/1000 gal) Other Results(lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo Al Na Cl
Irrigation 2.67 0.70 5.21 0.71 0.17 0.12 0.02 T 0.02 T 0.01 - T 0.86 -
North Carolina Reprogramming of the laboratory-information-management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
i4 Thank you.for using agronomic services to manage nutrients and sgfeguard environmental quality.
Tobacco Trust Fund Commission - Steve Troxler, Commissioner of Agriculture.

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No.FY19-WO 3509 09
Kevin Martin Sampled:02/26/2019 E Received:02/27/2019 1 Completed:03/05/2019 Page 2 of 2
I Understanding the Waste Report
Nutrient concentrations and other data on this report are provided so that waste materials can be applied at agronomic rates,thereby supplementing or reducing fertilizer
application and preventing environmental contamination. In reading the Laboratory Results section, remember that materials with< 15%dry matter(generally liquids)are
analyzed as received; all other wastes are dried first.Values in the Estimate of Nutrients Available for First Crop section are based on the type of waste and method of
application you specify and reflects the fact that only 40-60%of the nitrogen becomes available within one year of application.The remainder may oft ever become
available.
ALE is Agricultural Lime Equivalence.The ALE DM% is percent Dry Matter[for semi-solid and Al =Aluminum Cu =Copper NH4-N = Ammonium-N
indicates the amount of the waste material that solid waste,this value facilitates conversion of As =Arsenic Fe =Iron Ni =Nickel
provides a limiting effect equivalent to one ton of dry-basis concentrations(ppm)back to B =Boron K =Potassium NO3-N = Nitrate-N
agricultural grade limestone. wet-basis of original sample]. Ca =Calcium Mg =Magnesium P =Phosphorus
BD is Bulk Density in lb/yds. EC(Electrical Conductivity)measures Cd =Cadmium Mn =Manganese Pb =Lead
CCE is Calcium Carbonate Equivalence and is salinity, or soluble salts(SS). Cl =Chloride I Mo =Molybdenum S = Sulfur
used to determine ALE. pH measures basicity/acidity. Cr =Chromium N =Nitrogen Se =Selenium
C:N ratio is the Narbon:Nitrogen ratio. Na =Sodium
meq/L=milliequivalent per liter; mS=millisiemens; ppm=parts per million or mg/L; S=siemens; T=trace(<0.005 lb/unit)
Additional information:www.ncagr.gov/agrronomi/odffiles/uwaste.Ddf&www.nca r. ov/a ronomi/ dffiles/avast uide. df

_r
3 4� .
M i� � q
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NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/
Report No. FY16-SL021383
Client: Kevin Martin Advisor: Dale Newport
1627 State Rd 44558 Hwy 8
a''+
`' `!. Predictive New London,NC 28127
<n� Ansonville,NC 28007
T�� Soil Report Mehlich-3 Extraction
� Sampled County:Anson
r
"�-'sue- Links to Hel ful Information
Sampled: Received: 12/15/2015 completed: 01/18/2016 Form;
Nutrients(lb/acre) More
Sample ID: A-J Recommendations: Lime S Mn Zn Cu B Information
Crop (tonslacre) N P205 K20 Mg 0 Note:
Lime History: 1 -Fescue/OGrass/Tim, M 0.0 120-200 0 0 0 0
0 0 0
2-
s
Test Results[units-WIV In glcm3;CEC and Na in meq/100 cm,NO3-N in mg/dm3]: Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-1 Zn-AI Cu-I Na ESP SS-1 NO3-N
1.08 0.99 11.0 87 1.4 6.3 89 393 55 14 38 350 222 904 904 236 0.2 2 More
Nutrients(Ib/acre)
Sample ID: A-5 Recommendations: Lime _ S Mn Zn Cu B Information
Crop (tonslacre) N PzOs K20 Mg Note:12
Lime History: . 1 -Fescue/OGrass/Tim,M 0.5 120-200 10 0 0
0 0 0 0 0
2-
Test Results[units-WN in g/cm3;CEC and Na in meq/100 cm3;NO3-N in mg/dnr): Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-1 Zn-Al Cu-I Na ESP SS-1 NO3-N
0.71 0.96 9.8 80 1.9 5.8 61 99 61 15 43 446 285 )259 259 178 0.1 1 More
Sample ID: B-1 Recommendations: Lime
Nutrients(Ib/acre(tons/acre) N P205 K20 Mg S Mn Zn Cu B Information
Crop 0 0 0 0 0 0 Note: 12
Lime History: 1 -Fescue/OGrass/Tim,M 0.5 120-200 0 0
2-
Test Results7junits- n g/cm3;CEC and Na in meq/100 cm3;NO3-N in mg/dm3l: Soil Class: Mineral
HM% WBS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-1 Mn-AI1 Mn-AI2 Zn-I Zn-A1 Cu-I Na ESP SS-I NO3-N
0.76 0.983 20 5.8 73 183 57 _ 19 50 216 147 _ 651 _651 273 0.1 1
Ni�rl t� Carolina Reprogramming of the laboratory-information-management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
[A',
r Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
Steve Trox
+11al.i!d tni,6 1!rrtt�!�•nipi!w.�ar:

NCDA&CS Agronomic Division Phone: [phone] Website: www.ncagr.gov/agronomi/ Report No. FY16-SL021383
Kevin Martin v Page 2 of 3
Sample ID: B-2 Recommendations: Lime Nutrients(lb/acre) More
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn Cu B Information
Lime History: 1 -Fescue/OGrass/Tim, M 1.2 120-200 10 0 0 0 0 0 0 0 Note: 12
2-
Test Results[units-WN in g1cm3;CEC and Na in meg1100 cm3;NO3-N in mg/drrr3]: Soil Class: Mineral
HM% W/V CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-I Mn-All Mn-Al2 Zn-I Zn-AI Cu-I Na ESP SS-1 NO3-N
0.86 0.91 10.5 76 2.6 5.5 56 98 55 16 49 296 195 456 456 130 0.1 1
Sample ID: B-3 Recommendations: Lime _ Nutrients(lb/acre) More
Crop (tons/acre) N P2O5 K2O Mg S Mn Zn Cu B Information
Lime History: 1 -Fescue/OGrass/Tim,M 1.0 120-200 30 0 0 0 0 0 0 0
2-
Test Results[units-WN in g1cm3;CEC and Na in meq/100 cm3; NO3-N in mg/dm3]: Soil Class: Mineral
HM% WN CEC BS% Ac pH P-1 K-1 Ca% Mg% S-1 Mn-1 Mn-All Mn-AI2 Zn-I Zn-AI Cu-I Na ESP SS-1 NO3-N
0.71 0.93 10.8 78 2.4 5.6 46 91 55 19 40 240 161 1597 1597 319 0.1 1

NCI7A&CS Agronomic Division Phone: [phone] Website: www.ncagr.goviagronomi/ Report No. FY!6-SL021383
Kevin Martin Page 3 of 3
Understanding the Soil Report: explanation of measurements,abbreviations and units
Recommendations Report Abbreviations
-ime Ac exchangeable acidity
If testing finds that soil pH is too low for the crop(s)indicated, a lime recommendation will be given in units of either B boron
ton/acre or Ib/1000 sq ft. For best results, mix the lime into the top 6 to 8 inches of soil several months before.planting. BS% %CEC occupied by basic cations
For no-till or established plantings where this is not possible, apply no more than 1 to 1.5 ton/acre(50 Ib/1000 sq ft)at on Ca% %CEC occupied by calcium
time, even if the report recommends more. You can apply the rest in similar increments every six months until the full rate CEC cation exchange capacity
is applied. If MG is recommended and lime is needed, use dolomitric lime. Cu-1 copper index
ESP exchangeable sodium percent
Fertilizer HM% percent humic matter
Recommendations for field crops or other large areas are listed separately for each nutrient to be added (in units of K-1 potassium index
lb/acre unless otherwise specified). Recommendations for N (and sometimes for B)are based on research/field studies K20 potash
for the crop being grown, not on soil test results. K-I and P-I values are based on test results and should be>50. If they Mg% %CEC occupied by magnesium
are not,follow the fertilizer recommendations given. If Mg is needed and no lime is recommended,0-0-22 (11.5% Mg)is MIN mineral soil class
an excellent source; 175 to 250 lb per acre alone or in a fertilizer blend will usually satisfy crop needs, SS-1 levels appear Mn manganese
only on reports for greenhouse soil or problem samples. Mn-All Mn-availability index for crop 1
Mn-Al2 Mn-availability index for crop 2
Mn-I manganese index
Farmers and other commercial producers should pay special attention to micronutrient levels. If$,pH$, $pH, C or Z M-0 mineral-organic soil class
notations appear on the soil report, refer to 1:14ote:Secondary Nutrients and Micronutrients, In general, homeowners do not N nitrogen
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs;visit Na sodium
ncagr.gov/agronomi/pubs.htff, NO3-N nitrate nitrogen
ORG organic soil class
Recommendations for small areas,such as home lawns/gardens,are listed in units of Ib/1000 sq ft . If you cannot find pH current soil pH
the exact fertilizer grade recommended on the report, visit www.nca4r.clov/agronomi/obpart4.,.. 16 find information that P-1 phosphorus index
may help you choose a comparable alternate. For more information, read A HomeoH :s Guide to Fertilizer. P205 phosphate
S-1 sulfur index
Test Results SS4 soluble salt index
WN weight per volume
The first seven values[soil class, HM%,W/V, CEC, BS%,Ac and pH]describe the soil and its degree of acidity. The Zn-AI zinc availability index
remaining 16[P-I, K-1, Ca%, Mg%, Mn-I, Mn-All, Mn-AI2,Zn-I,Zn-Ai, Cu-I, S-I, SS-I, Na, ESP, SS-I, NO3-N(not routinel Zn-I zinc index
available)]indicate levels of plant nutrients or other fertility measurement. Visit www.nca1r.-ov/auronomi1uyrst.htm

WASTE UTILIZATION PLAN
. .
- ------ ----- ---- -----
owners name - okcvlN MARTIN County:ANCow
Mail Address - :PO BOX 256, ANSONVILLE NC 280o9
lype of production unit--- - :CARROLL ' S CONTRACT NURSLRY (WEAN- FEEDER)
Number oF animal units----- : 3552
Type of waste facility--' -- :Anaerob1c Lagoon
Temporpy storage period--- : 180 days
� �
Method of application - - : lRRlGATION � -'��~~� �°^��
c`»ZY~
Amount oF animal waste produced------------ ----- : 1500 tons/year
Amount of plant available N produced by animals- : 1705 } bs . /year
Commercial U to apply on planned acreage -------- : 0 } bs . /year
Your animal waste utilization plan has been specifically
developed For your swine operation . [he plan is based on the
soil 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 ground
water . The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required' fmr the crops
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 and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields oF the crop to be grown .
Several [actors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner . Always apply waste based on the
oeeds of the crop to be grown and the nutrient content or the
waste . Do not apply more nitrogen than the crop can utilize .
boil types are important as they have different infiltration
rates and leaching potential . Waste shall not be applied to
} and P/ odio3 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 nutrients for crop production and to reduce the potential
for pollution , the waste should be applied to a growing crop or
not more than 30 days prior to planting . Soil incorporation
of waste will conserve nutrients and reduce odor problems .

, Pa8e 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste ana |ysia
report for your waste management fac | | | ty.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Goi ! Crop Yield Lbs . N Acres Lbs . N Month to
No . No . Type Code /Acre /Unit Used Apply
10391 3 246C Y 2.7 50.00 0.3 40.5 F-MAY,S-N
10391 2 246B,C Y 2.7 50.00 2.0 210 F-MAY,S-N
10391 1 2468,C Y 2.7 50.00 10.4 1404 F-MAY,S-N
----- ----- ----- ----- ----- ----- ----- ----- ------
Tota | 12.7 1715
Available Nitrogen ( includes commercial ) 1T05
Surplus Or Deficit -10
Crop codes : Crop-unit
=====================
A=Barley-bu. I=Oats-bu.
8=Bermuda8rass ( 8raze ) -tons J=Rye-bu.
C=Bermudagrass ( hay) -tons K=Smai | grain ( graze ) -acre
D=Corn( grain ) -bu. L=Sma | | grain ( hay) -acre
E=Corn ( siiage ) -tons M=Sorghum( 8rain ) -cwt .
F=Cotton- | bs . lint W=Wheat-bu.
G=Fescue ( 8raze ) -tons Y=Fescue ( pasture ) -tons
H=Fescue ( hay ) tons Z=Bermuda8rass ( pasture ) -tons
NOTE: Crop yield estimates based on SCS-SOIL-5, actual 5-10 yr .
on-farm averages may be used to figure application rates .

'
If more commercia | fert ) Iizer is used than shown in this P / an ,
then add it, iooa } acres of | aod may be needed . A three to Fifteen
feet wide permanent grass fi | ter strip shou | d be seeded aIonS a | |
ditches in fie / ds that receive anima | waste .
Addi I iona | comments :
---
-- '—'---------
-_'-~47^_,
� .
--�� '�-_-------- --------------- '-- '------------- - -............--
............'��~�(- ���- ........... .................. --........__............ _�_ ___ ....__ .......
___ _
Prepared by: r ^° - Date :
Tit | e : ��/� ^
�r---�-�------��~ ------ -r^-*----- --
x "
�y
Concurred i n by: ...'�i-��`L�-��_��__�_!�� \_�_�� �L �.____.___ Date : _ � ..
Producer
I understaod that I must own or have access to equipment ,
primari | y irri8 at, ion equipment , to | aod app | y the anima | waste
described io this waste u t i | ization p | an . This equipment must be
avai | ab | e at the appropriate pumpin8 time such that oo dischar8e
occurs from the Ia800n in a 25-year 1 -day storm event . I a ( sc.
certi [y that the waste wi | | be app | | ed on the | a/.1d accordin8 to
this pIan at the appropr � ate times and at rates that no runoff
occurs .
U................_ \ _..... ...............................
Producer
Techni pecia1ist : _.................. ............................................................... Date :
(Copy to producer and copy to case fi | e )
MAR 19v019
mw�'^��«y
wwG'jo'

BROWN CREEK Soil Water Consv- .on District 1 Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
...... .......
.... ..............
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rCE of SRI627,N of ar RM i at : N. rign
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-------------
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops(in
the fields where the waste is applied). This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally safe manner:
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important...they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
precautions, waste may be applied to land eroding at up to 10 tons per acre per year.
4). Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same; therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial-and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
Page 1 "SON COUNTY NC

BROWN CR.EE1K Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
based on figures below
WASTE
APPLY DESIGN SIZE ANNUAL WASTE PLANT AVAILABLE
ANIMAL PROD.UNIT TYPE WASTE SYSTEM METHOD #CAPACITY PRODUCED NITROGEN(PAN)
•I -••• + + +.+ 3552 0,007 acre-inch/unit _ 68.Ib./acAn. '
Annual Waste Produced from NPCS FOTG-Practice Code 633.46
Amount of Waste Produced per Year 24.9 acre-inch approx.675157 gallons
Amount of PAN Produced per Year 1691 Ib. Plant Available Nitrogen
Amount of waste produced per year does not include excess wash water or run-oft,if any!!.
Applying all this waste in a timely manner is a bia !ob...re uirin fime,plannina and appropriate eguipmenf,
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, Realistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan. See recordkeeping FORMS
(attached) for required waste utilization records that need to be maintained.
Acres Owned by Producer
Table 1
LB.N Total
Tract Field Crop Soils Acres /Ac." N/Utilized acre-inch Apply Month
10391 1a FESCUE (grazed) 246E 7.5 145 1087.5 16.0 S-N,F-May
10391 lb FESCUE razed 2466, 4A 1.1 145 159.5 2.3 S-N,F-May
10391 2 FESCUE (grazed) 2466, 4A 1.0 145 145.0 2.1 s-N,F-May
10391 3 FESCUE (grazed) 2466, 4A 0.3 145 43.5 0.6 S-N,F-May
" This N is from animal waste only. ITOTAL 9.9 acs i 1436 Ib.
Indicates that this field is being overseeded(i.e. interplanted), or, that winter annuals follow summer annuals.
If nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting 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 IN,P&K). This plan only addresses Nitrogen.
Waste Prodution updated 5/1/01 Page 2 ANSON COUNTY NC

(BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Acres with Agreement or Long Term Lease
Table:2 (Agreement with.adjacent landowner must be attached)
(Required only if operator does not own adequate land[see Required Specification 2])
LB.N Total
Tract Field Crop Soils Acres /Ac.* N/Utilized acre-inch Apply Month
10392 1 FESCUE (grazed) 246E 7.3 145 1059 15.6 S-N,F-May
10392 2 FESCUE razed 246B 16.8 145 2436 35.8 S-N,F-May
- ' 10392 3 FESCUE (grazed) 246E 13.8 145 2001 29.4 S-N, F-May
10392 4 FESCUE (grazed) 246B 0.9 145 131 1.9 S-N,F-May
10392 5 FESCUE razed 246E-C,4 50 145 7250 106.6 S-N,F-May
*See footnotes for Table 1. TOTAL 88.8 acs 12876 lb.
Totals from Table 1 & Table 2
Acres Lb.. N Utilized
Table 1 9.9 acs 1436 lb.
Table 2 88.8 acs 12876 lb.
TOTAL 98.7 acs 14312 lb.
Amount of N Produced 1691 lb.
***<Deficit>of PAN -12621 lb.
—Must be 0(zero)or<Deficit>in order to utilize all the animal waste N produced!
Table 1 & 2 Notes: - Acres shown are considered to be useable acres...excluding required buffers,filter strips,odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may,and likely will be,more than acres shown in the tables.
- See the attached map(s)showing fields referenced in these tables.
- The producer and waste applicator are responsible for ensuring that spreader(or irrigation)equipment
is calibrated,operated properly,and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility Design/"As Built" Drawings or OEM Plan for amount of temporary
storage time, start pumping elevation & stop pumping elevation.
Irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation...or runoff and ponding can occur.
The irrigation/application rate is controlled by initial soil moisture content,soil structure,soil texture, irrigation 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(PAN)applied exceed the nitrogen needs of the crop.
Waste Prodution updated 5/1/01 Page 3 ANSON COUNTY NC

BROWN CREEK Soil Water Conser _ion District Ubun Natural Resources Conservation Service
WASTE UTILIZATION PLAN
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 &2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods(honey-wagon,etc.)is the responsibility of the producer.
Te ron WLnq i�r form_ isv^is Provided 1b. soil }lae ands�p� to flan and evaluate(iauidwste atiplic_a_tion
If
sc 1 T e f' u timu�i [l9attnn nr aonlication ra esre�uen�ips to meet cr�u water
__ e t
"Min.Irreg..
Frequency
Soil Type Crop Days Apply Rate *" Apply Amount
246E Fescue(grazed) 4 0.4 in./hour 0.5 inches
246C Fescue (grazed) 4 0.4 in./hour 0.4 inches
4A Fescue (grazed) 5 0.35 in./hour 0.4 inches
From NRCS Tech.Guide,Section 11-ENG -irrigation Interpretations
• This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
•• This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop are not over applied. In many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Soil Incorporated
Estimated Annual PAN from Sludge: 270 lbs. N 320 lbs. N
Syr Sludge Accumulation: 1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule, estimated land area required for sludge disposal is:
7.6 acre f s based on an a3splic ion rate of 180 Iba N Der—acre
20.0 acre Df corn/soy be ans as n an_ao�liGatiQWPAe of 80Abs.-N Per acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis, soil types, crop. realistic yield, and application method. Likewise. sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil&Water Conservation District-Natural
Resources Conservation Service (formerly the Soil conservation Service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
Page 4 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District
USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
MMMMMM -MMMM
Narrative of Operation
Figures provided are estimates of waste production...excess wash water or run-off(if any)may increase waste volume.
Operation Notes: Site Ap roval - 3/94; Carroll's Design Approved (NRCS) -9/94; Certified# N000348 - 1/95
Producer irrigates swine waste on Tract 10391 Field 1 a. Rest of fields in plan -application by honey wa on.
Odd corners not included in effective irri ated acrea a in field 1 a mi ht be utilized with hone wagon.
Producer is a certified irri ation o erator...irri ation gun needs some modification to reduce application rate.
Producer has an a reement with his father-Budd Martin, to a pl waste to fields on Tract 10392.
Carroll's Foods representatives have installed a visible pumping marker @ NW corner of lagoon
"Waste Generation chan ed to reflect NRCS FOTG 633-46 instead of "As-Built"volumes on 5/1/01 as per
DWO non-discharge permittin❑ section.
Waste Prodution updated 5/1/01 Page 5
ANSON COUNTY NC

BROWN CREEK Soil Water Conser wn District t Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
Required SpecificationsZEN.
<:
Rg
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade conveyances,direct applica-
tion 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 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 a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation....such as increased animal numbers,
method of waste application,or change in available land for waste utilization.
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,climate conditions,and level of management,unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
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 Strips].
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
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& Climate in North Carolina" in
NRCS Field Office Technical Reference File-ENVIRONMENT 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...to control odor and 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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied to crops more than 30 days prior to
planting,or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary;a perennial stream,river,canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995-waste application cannot occur within
25 feet of perennial waters[See FOTG Standard 393-Filter Strips]. NOTE: Local ordinances may preempt this.
Page 6 ANSON COUNTY NC

BROWN CREEK Soil Water Conse. on District
1. Natural Resources Conservatlon Service
WASTE UTILIZATION CLAN
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 wetlands provided they have been approved as a land
land application site by a"technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses,and only then at agronomic rates provided the application causes no run-
off 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.
I S. 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 break-
downs,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 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 animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three(3)years. Waste application records for all
other waste shall be kept for five(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7 ANSON COUNTY NC

BROWN CREEK Soil Water Coneei an District
1 Natural Resources CenserTatlen Service
WASTE UTILIZATION PLAN.
Wast
e Utiliza
tion P Pl
an
9reem ent
_ ::
Name of Operation:
Kevin M Martin Swine Farm
.. ...
.. . .... ... .
O�vn�ir,/`Ma��r A�eemeiirtt .
I itvice).iunderstarld'and will follow andIrnplemenf tha specifications and<thm opgration-and main.
teriarica procedures i�stabii..sited in ills approved anianal Ntaate utilizat�an plan for the farm nairrled
breve. I lwo kn6 that arty expansion t6 th.a axiatlny;design eapaotty t>,�the waste treatment;
l newo
enorcn ofnew fciteswillqi rteatioh to be su
and storagesyst rsu l b
miffed to ate ta11 NQ wW � tyDb � at
e Noth CAdlir divsidf of iilristlle 81`a stoCiced: :i:
(we)also understa:rltl Chet there must b+a ino discharge ref artlnai waste fr+Qm tills:gystern to su ace.
waters of North Car+ Etna from>it storm eYent Isss thlk the 25 year,24 hour storm Tile alsprt vied
plan will be filed on tits M the 1. ft ofi�ce and. at the i3.r4w11 creek Soil lAlater Certtscrvation
District office in Warlesboro,ND The plan will be avarlalble fo-t review by NCDWCI upon requegt.
Facility Owner —
rn Date:
Kevin M Martin
Facility Manager
(if different from owner) Date:
Person Preparing Plan Date:
4Robe4Horton
Affiliation: USDA-Natural Resources Conservation Service
1706 Morven Road
Wadesboro,NC 28170-3142
END
Page 8 ANSON COUNTY NC

BROWN CREEK Soil Water Conse: -on District
i Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Animal
Waste Utilization Agreement::
,.
.. :: .. .... .
��ed �r �idif�4ej�F(�#f�► �f�<C�3ed �. .xg . .. ..
I, James K (Buddy) Martin , hereby give
Permission to apply animal waste from his Swine operation/Facility on miy and, tevin iescrib dl as follows:
Tract(or other ID): 10392 Acres: 93.5
Term: 5/14/97 to 12/31/10
:min�dYeNrf 6n�etnd`fti;in
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract(or other ID): Acres:
Term: to
I ni :l0:yeers tin eost '"@$ina
hereby give
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract(or other ID): Acres: Term: to
` _m�nlniiriii0y's'ioo'eoi=elf3r:Ai!`em:I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should not harm my land or crops(including
pasture
that the use and application of animal waste will reduce my need orcommerc all fertilizerWe)also understand
Adjacent Landowner(s)
7'1:2 Date: S- /G -97
James�K(B uddy) Martin
NOTARY
Date:
NOTARY
Date:
NOTARY
END
Page 9 ANSON COUNTY NC

BROWN CREEK Soil Water Consei on District k Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Animal Waste Utilization Agreement;
...
ttl dad�5>►EY�€titt#irftt� l:l2t�xf t s t4 ii l isoti,�#G *See,F�g�ir�d S�t�E #��:N4
I, James K (Buddy) Martin , hereby give Kevin M Martin
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract(or other ID): 10392 Acres: 93.5 Term: 5/14/97 to 12/31/10
minimum--10.years on cost4hared items
I, tvn& /h id%�' , hereby give ,nj /1< /,-L&-r-ty r✓ �.
Permission to apply animal waste from his Swine Operation/Facility on my land, described as follows:
Tract(or other ID): 10 3.3 C) Acres: Term: to
minimum 10 years on cost-shared items
hereby give
Permis?fdn to apply animal waste from his Swine Operation/Facility on my land,described as follows:
Tract(or other ID): Acres: Term: to
minimum 10:years oncost-sharsd.hems
I (We), understand that this waste contains nitrogen, phosphorus, potassium, and other tract elements that
when properly applied should not harm my land or crops(including pasture/hayland). I (we)also understand
that the use and application of animal waste will reduce my need for commercial fertilizer.
Adjacent Landowner(s)
r/ ��/��/'2,ri'�.�- t Dae: s^ �C� '�i7 / -
—,� � •(.c
James K(Buddy) Martin NOTARY
i
�-d Date:
NOTARY
Date:
NOTARY
END
Page 9 ANSON COUNTY NC

na;crw cv g-m cnif.awm ano w arer i_orwervituon uusirrwit Apixtindix 7 USDA Hiturai Resources Coaservalioa Service
•Realistic Nitrogen
"Soil Map Yield '•Recommended Nitrogen Supplied by
Unit Estimate Yield Nitrogen application per application Commercial Animal
Symbols * CROP (RYE) Unit yield unit rate planned Nitrogen Used Waste
246E TALL FESCUE 3.9 TONS 146 195 145 0 145
246C TALL FESCUE 3.6 TONS 135 180 j46!.1 0 4"
4A PASTURE 5.4 TONS 203 270 445140 0 44SY40
145#N rate used for 246C because of small area
246C occurs with large areas of 4A in T10392 Field5
NOTES: Use low end of nitrogen application range for grazed conditions,high end for hayed conditions.
Commercial N will be used where waste is not applied(deficit condition)
"Sail-Crop Yield Data from NRCS Field Office Technical Guide-Section II(unless shown otherwise)
Recommended N rates from NRCS Field Office Technical Guide-Section IV, 390 Nutrient Management
WASTE UTILIZATION PLAN ANSON COUNTY NC

Comprehensive NMP Field Map Date: 3/13/2019
Field Office:WADESBORO SERVICE CENTER
]ENTER
KEVIN M MARTIN Agency: USDA/NRCS
: d Units:Tract: 10391 Field: 1a,1b,2,3 Assisted By:SHAUNTAE BRITT
Tract: 10392 Field: 1,2,3,4,5
T10391 2
3
'1 a
T10392 '
r �
5
2
AJ* fix
Prepared with assistance from USDA-Natural Resources Conservation Service
N
Legend
440 0 440 880 1,320 1,760
Conspian Feet

Odor Control Checklist - Swine
Source BMPs to Control Insects - •
Farmstead Swine Production Vegetative or wooded buffers, Recommended
best management practices, Good judgement
and common sense
Animal Body Surfaces Dirty manure-covered Dry floors
animals
Floor Surfaces Wet manure-coverd floors Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Under roof ventilation for drying
Manure Collection pits Urine, partial microbial Frequent manure removal by flush, pit
decomposition recharge, or scrape
Ventilation exhaust fans Volitile gases, Dust Fan maintenance, efficient air movement
Indoor Surfaces Dust Washdown between groups of animals
Feed additives, Feeder Covers, Feed delivery
downspout extenders
Flush tanks Flush tank covers; Extend fill lines to near
Agitation of recycled lagoon bottom of tanks with anti-siphon vents
liquid while tanks are filling
Flush alleys Agitation during wastewater Underfloor flush with underfloor ventiliation
conveyence
Pit recharge points Extend recharge lines to near bottom of pits
Agitation of recycled lagoon with anti-siphon vents
liquid while pits are filling
Lift Stations Agitation during sump tank Sump tank covers
filling and drawdown
Outside drain collection or Agitation during wastewater Box covers
junction boxes conveyence
End of drainpipes at lagoon Agitation during wastewater Extend discharge point of pipes underneath
conveyence lagoon liquid level
Lagoon Surfaces Volitile gas emissions, Proper lagoon liquid capacity
Biological Mixing, Correct lagoon startup procedures
Agitation Minimum surface area-to-volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
ANSON COUNTY, NC

BRIOWN CPEl:-;K Scpd Water Owiieerwawion.UjKriict MA Natural Resowtu Cwwrvathm SerAce
........ SvWn&A,6htInued):.'
Irrigation sprinkler nozzles High pressure agitation Irrigate on dry days with little or no wind
Wind drift Minimum operating pressure
Pump intake near lagoon liquid surface
Pump from second-stage lagoon
Storage tank or basin Microbial decomposition Bottom or midlevel loading
surface Mixing while filling Tank covers,Basin surface mats of solids
Agitation while emptying Proven biol2gical additives or oxidants
Settling basin surface Microbial decomposition Extend drainpipe outlets underneath
Mixing while filling liquid level
Agitation while emptying Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading Soil injection of slurry/sludges
spreader outlets Volitile gas emmissions Washdown spreader after use
Proven biological additives or oxidants
Uncovered manure, slurry Volitile gas emissions Soil injection of slurry/sludges
or sludge on field surfaces while drying Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead Animals Carcass decomposition Proper disposition of carcases(see mortality
management)
Dead animal disposal pits Carcass decomposition Complete covering of carcasses in pits, proper
location/construction of disposal pits
Incineration Incomplete combustion Secondary stack burners
Standing water around Improper drainage, Grade and landscape so that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access Farm access road maintenance
roads from farm access roads
'0��itional Informatiom AV ailable from:
iS�Mne Manure Management:020-0 RUlefENP Picket NCSLJ,Couty Extension Cpnters
I
Swine Praductiw Farm P�,tential 0,jor sourcies and R.emiadies:EBAE Fact Sheet NCSU-BAE
�swhie Production Faciay rviantire managlemem:Pit Pecharge-Lagoon Treatment:E-8AE 126-68 NCSU-SAE
Swirie Production Facility Manure Mianac EBAE 12�-88 NCSU-BAE jernent:Underflocr Flush-Lasoorl Treatment:
Lai000n Design and Management for LivestocK ManureTrcatm.-Int and Storage:EBAE 10,31-83 NCSIJ-BAE
caiibration of manuie and Waslewater Application Equipment:EGAE Fact Sheet NCSU-SAE
nirowns Odors from Swine Buildings;PIH-33 NCSU-Swine Exlenslon
Firivironmenial Asruraare Progrim:NPPC Manual NC Pork ProducersAssDdalton
Options for Managing cror;a report from the Swine 0,1or Task Force NCSU Agri Communi=ions
:Nulsance concems In Animal Manure,managernent:Odors and Ries,PRO107,1995 Gonlierence Proceedings FlorTda Coopera�ve Extension
ANSON COUNTY, NC

BRO'W74 CREEK Soill ►Facer,Consorwation District
Checklists for Animal Operations u `'
I
k
Insect Control Checklist - Liquid Waste Systems
Source BMPs:toControl:Insects - •
Flush Gutters Accumulation of Soilids Flush system is sufficiently designed, and
operated as designed.
Remove bridging of accumulated solids at
discharge.
Lagoons and Pits Crusted Solids Maintain lagoon, holding pond, settling basin,
pits to minimize crusting (no more than 6-8
inches over 30%of surface).
Excessive Vegetative Growth Decaying vegetation Control Vegetation along perimeter banks of
lagoons and other structures to prevent
accumulation of vegetative matter.
Feeders Feed Spillage Design, operate and maintain feed systems
i (e.g, bunkers and troughs)to minimize
accumulation of decaying wastage.
Clean up spillage routinely(e.g., 7-10 day
interval during the summer, 15-30 day interval
f during winter). J
Feed Storage Accumulation of feed Reduce moisture accumulation within and
residues around perimeter of feed storage areas by
insuring drainage away from site and/or
providing adequate containment(e.g., covered,
bin for brewer's grain and similar high moisture'
grain products).
Inspect for and remove or break up
accumulated solids in filter strips around feed
storage as needed. Mood
ANSON COUNTY, NC

,ram
Kevin M Martin Swine Farm
Phone Numbers
Nortfi Carolina De'pa rtment;of Environment;Health and Natural Resources
Division of WATER QLJA;LITY (DWQ)
Faye4y Ile;Regional Off ce
(910) 486-1541 .330
After.Fiours Emergency Number: All
[phone]
Brown Creek Soil & Water.Conservation District
USDA .Natural Res,ources Cotiervaton Service
Wadesboro NC
694 'a
Anson County Emergency Management
9`n
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINA TE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters...or neighboring property.►!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facility!!!
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

at
Kevin M Martin Swine Farm
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment Call a pumping contractor
Pump waste to fields at an accceptable rate Make sure no surface water is entering lagoon
Stop all flows into lagoon immediateey
Runoff of Field Applied Waste
Immediately stop waste application Evaluate and eliminate reason(s)for runoff
Contain waste in a temporary diversion Evaluate application rate for fields where runoff occured
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump Stop all flows in house,flush systems,solid separators
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon...often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage,install subersible pump,pump seepage back into structure
If seepage is cased by burrowing animals,trap and remove animals,compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage...employee injury,fish kills,property damage Are potable wells endangered(on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWO(Division of Water Quality)...Regional Office or After Hours Emergency number
Have the following information ready: Your name,facility,telephone number,details from Item 2 above,
exact location of facility,direction of movement of spill,weather/wind
conditions,corrective measures taken,seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters...instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance(also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherrifs Department,explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off-site damage.
Contractor Name: Phone:
6. Contact the Techical Specialist who certified the structure(NRCS, Consulting Engineer, etc.).
Technician: Robes?E_Horton Jr. Work Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

'.'reretcr'KEVIN MARTIN County: ANSON Date: 12/27/94
Distance to nearest residence (other than owner): 1500.0 feet "
1. AVFRAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
o sows (farrow to wean) x 433 lbs, 0 lbs
3552 head (wean to feeder) x 30 lbs. 106560 lbs
Describe other 0
i
Total Average Live Weight 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALN x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = I CF/lb. ALH
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
5 sides, 3 rt. angle corners
Inside top length (feet)--------------------- 216.0 max. 110.0 min.
Inside top width (feet)---------------------- 140.0 max. 86.0 min.
Top of dike elevation (feet)----------------- 93.0
Bottom of lagoon elevation (feet)------------ 84.2 to 81.0
Freeboard (feet)---------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.8 - 3.7:1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.8 3.0 2.8 3.7 209 133 7.8 12.0
max, max.
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
AREA OF TOP
LENGTH 4 WIDTH =
209 133 25307 (AREA OF TOP)
max. max.
AREA OF BOTTOM
LENGTH x WIDTH =
166 81 12321 (AREA OF BOTTOM)
max. max.
AREA OF MIDSECTION
LENGTH 4 WIDTH s 4
188 107 73229 (AREA OF MIDSECTION # 4)
max. max.
CU. FT. =,(AREA TOP i (44AREA MIDSECTION) + AREA BOTTOM) x DEPTH/6
25307.0 73229.0 1232t.0 1.3
Calculated Volume Available - 144114 CU. FT. - elev. 84.2 to 93.0
(Added Vol. by Avg. EA due to var. bottom) + 19025 CU. FT. - below elev. 84.2 (81.0 to 84.2)
-------------------------
Total Design Volume Available = 163137 CU. FT.

5. TEMPORARY STORAGE REQUIRED 11J
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
DRAINAGE AREA:
Lagoon (top of dike)
Length s Nidth =
215.0 140.0 27265.0 square feet
max. oat.
i
Buildings (roof and lot water)
1000.0 square feet Describe this area.
TOTAL DA 28265.0 square Feet
Design temporary storage Period to be 180 days.
SA. Volume of waste produced
Feces 5 urine production in gal./day per 135 lb. ALN 1.37
Volume = 106560 lbs. ALN/135 lbs. ALH t 1.37 gal/day 180 days
Volume = 1946SO gals, or 26022.7 cubic feet
59. Volume of wash water
This is the amount of fresh water used for washing floors or Volume
Of fresh water used for a flush system. Flush.systems that recirculate
the lagoon water are accounted for in SA.
Volume = 0.0 gallons/day + 180 days storage/7.48 gallons
Volume = 0.0 cubic feat per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 5.0 inches
Volume = 5.0 in s DA / 12 inches per foot
Volume = 11777.1 cubic feet
50. Volume of 25 year - 24 hour storm
Y01UWe = 6.3 inches / 12 inches Per foot : DA
Volume = 14839.t cubic feet
TOTAL REQUIRED TEMPORARY STORA6E
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 11777 cubic feet
Sn 1AR90 whir f.0

6. SUMMARY
SEE ATTACHED SPREADSHEET EVALUATION by R. Horton
Temporary storage period========_==========_) 180 days
Rainfall in excess of evaporation===========) 5.0 inches
25 year - 24 hour rainfall=====_____________) 6.3 inches
1.0 feet
Side slopes"°'=______________________'_'__°> 2.8 - 3.7:1
Inside top length=====______________________) 215.0 ft. max. 110.0 ft. min,
Inside top width=====____'__________________> 140.0 ft. max. 86.0 ft. min.
Top of dike elevation=====__________________) 93.0 feet
Bottom of lagoon elevation=s=====__________) 84.2 to 81.0 variable
Total required volume=====_______= =_) 159199 cu. ft. t
Actual design volume=====___________________> 163139 cu. ft. ;
Seasonal high xatertable elevation (SHWT)===) 84.0 feet
Stop pumping elev.====______________________) 89,6 feet s
Must be ) or = to the SHWT elev.=====_____) 84.0 feet
Must be ) or = to min. req. treatment el.-) 89.6 feet
Required Minimum treatment volume=====___=_=) 106560 cu. ft.
Volume at stop pumping elevation=====_______) 107792 cu. ft.
Start pumping elev.====_____________________) 91.3 feet x
Must be at bottom of freeboard 8 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==) 148300 cu. ft.
Volume at start pumping elevation=====______) t45891 cu. ft.
Required volume to be pumped==== _______) 37800 cu. ft. x
Actual volume planned to be pumped=======___) 38099 cu. ft. t
Min. thickness of soil liner when required==) 1.3 ft.A elev. 84.0, 1.8 ft.@ elev, 81.0
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN COMMENTS:-&, R11�c� �� AS&"M 1 l�tcm� 11
SQtccac s e
yb
t'i

I Plotted 12/23/?4
I
I , •✓ in I'4 art1ri 1 I c s
... ."�LI; 1 incl 50 feet 9 - n A MN"c f1o.\R1Cr"•e�f.nv.
.. t1.0 TPaq
o
'Ki I CF
?71 U
7 Vie
?3. �—
o 9'
?r,.1 F
a��3 �• s�
.,_art•' r4 >::4.' - ty 96�
U
84.
0
y S gv
r'.Y+�'-nsie+y
tc 1ST �A (LA,�1
'7 All
N�
•Lied, 93,E Ll�Ot7 `\2� L2,6gD n 5� N3 p'�o
92.0
IS ago ! 15,1(w n 3.3 5l Lo8
84.2 \Z,3Zo �t�\)
..'empirted .-_veral I lenLith = 334 ft .
1,7,SA L = 15i5

O5 61.,:
KEVIN MARTIN - 'AS BUILT' lagoon volume capacity calculations
by R. Morton 12/94
General Information: see attached site drawing ZOO'
5 - sides, 3 rt. angle corners
Uniform variable slope bottom
e
Elevation Top----) 93.0 Freeboard 1.0 ft. Side Slopes Ratio affect.
Elevation Bottom Min.-) 84.2 Max.-) 81.0 0 L/U lines. calculations 5 b
---------------------------------------------- \/\/\/\/V o
Length at top (ft) Min.-) 110i Max.-) 215 ))>)) 5.60 2.80
Width at Top (ft) Min.-) 86 Max.-) 140 ))>)> 6.70 3.70 aL
CALCULATIONS: �e
Length of Remaining Side (to nearest ft.) -----: lie ft.
Surface Area (at top of lagoon)----------------: 27265 sq.ft. `Zi,Zc]o m\,-`)
CAPACITY:
Volume calculations using prismiodal formula d 11 wl 12 w2 area
Area 0 92.0 max.---25307 - 1.0 209 133 102 51 253,
Area 0 84.2 bottom-12321 E\2,i2o 8.8 166 81 80 28 123
Ra. I Area of midsection-18307 (_\3,0�0�. ,.�1t9 BE.o� 4.9 188 107 91 39 183,
(Area Tap + (4tArea Midsection) + Area Bottom) z Depth/6
25307 73229 12321 1.30
Available Design Vol. to Min. Bottom: 144113
Additional Vol. to 81.0 Max. Bottom: 19025 by Average End Area to 81.0
(705sq.ft.lel.0, 6830sq.ft.03.0, 12320sq.ft.184.2).
TOTAL DESIGN VOLUME AVAILABLE: 163138
DESIGN ELEVATIONS (VOLUMES)
Min. Volume Elev. 1.89.E Volume 6.1 181 99 88 36 163 101792 3.4 196 117 95 44 209
6.1 181 99 88 36 163
Stop Pumping Elev.l $9.6 Volume-----: 107792 3.4 196 117 95 44 208
5.3 186 105 90 38 177
Start Pump Elev. 1 91.3 Volume--- 145891 1.7 205 129 100 49 239
Actual Volume Effluent Pumped -----------: 38100
tl$ RortaC\f `O W a
"AA O,\°b \e65
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coNc,N�w,ENT BLDQ• SEi'�LED
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53. o ELEV,
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VGTe-F^Ia.:—

KEVIN MARTIN - lagoon volume capacity calculations
by R. Horton 8/94
neral Information: see attached site drawing
5 - sides, 3 rt. angle corners
Uniform variable slope bottom
Elevation Top----) 93.0 Freeboard 1.0 ft. Side Slopes Ratio effect.
Elevation Bottom Min.-) 64.0-Hax.-) 81.0 8 L/W lines calculations
------------------------------------------------
Length at top (ft) Min.-) 110 Max.-) 215 >)>)> 6.00 3.00
Width at Top (ft) Min.-) 95 Max.-) 148 ))))> 8.00 4.50
CALCULATIONS:
Length of Remaining Side (to nearest ft.)
9urfeco Area (at top of lagoon)----------------: 29030-sq.ft,
CAPACITY:
Volume calculations using prismiodal formula d I1 wl 12 w2 area
Area 0 91.0 max.---26736 1.0 209 140 102 50 2673•
Area 8 84.0 bottom-11398 9.0 161 `76 j 76 U 2 1139
Area of midsection-18383 5.0 185 108 90 36 1838
i
[Area Top'+ (4rArea Midsection) + Area Bottom) t Depth/6 �16 tZ)—�5 x 3) :y O-A44
1 26736 73530 11398 1.33
$t,U
Available Design Vol. to Min. Bottom: 146684
Additional Vol, to 81.0 Max. Bottom: 1,7096 by Average End Area to 81.0 , 0.00 sq. ft. area.
TOTAL DESIGN VOLUME AVAILABLE: 165960
DESIGN ELEVATIONS (VOLUMES)
6.2 I78 98 66 31 1614
Min. Volume Elev. 0 89.6 Volume---- ` 108125 3.4 195 121 95 41 2156-
6.1 178 99 87 32 1631
Stop Pumping Elev.0 89.8 Volume---- 112478 3.2 196 122 95 41 2197,
5.3 183 106 89 34 1781
Start Pump Elev. A 91.4 Volume---- 150343 1.6 205 135 100 47 2539!
Actual Volume Effluent Pumped ---------- 37865
'i ,S

surfaces: csrr 7
Proposed
Existing
Tight Volumes Expansion Expanded Volumes
cut: 6030. 67 0.00 6030.67
Fill: 0.00 0.00 0.00
Difference: 6030.67 Net Export: 6030.67 X Z7 = I G Z., S I o
All volumes are in cubic yards. ACTUA(. )OWrAE Re�rjfpeD = ISM, Z7o
------------------------
Grid cell size: 5.98 by 6.06
Original scale: 50.00ft/in
-------------------------
Project: -Bei'B•-eehha;&
Drawing: AREA
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
-------------
Prepared by: using Sitework
nlor� iH/s /ioGaME iS a',0sa-D uOoV L7iG,Tiji�il6 77+'-E .Peo.*b3ED azi 4,ffwS/ays A7-
A Tp/� G . GF- 9Z. O A,-eD AV /AVpleAGE �77-z/.f F'G. SZ.S TfhS /5

Operator:KEVIN MARTIN County: ANSON Date: 08/15/94
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
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other : 0
Total Average L1ve We1gh = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length feet ___-__
----------
Inside top width (feet)---------------------- 130.0 �6:^^•
Top of dike elevation (feet)----------------- 93.0 3qa ^;^
Bottom of lagoon elevation (feet) ------------ 82.5 !>VG-RA6Q goo
Freeboard (feet) --------------------------- 1. 0
Side slopes (inside lagoon)------------------ 3 . 0 : 1 SSIe^ennS;4
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 . 0 --9-_._G- 3.0 209.0 124 . 0 9. 5
6.a
AREA OF TOP
LENGTH * WIDTH =
�9.0 -- • ..- (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH = 113gg
i52.6 '6-7 a +0184 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIC* 4 lasso
68981 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM() * DEPTH/6
259i6.0
m- -a
Total Designed VolumetOfa4e = 14i3� CU. FT.
Ma:{:e wl �el^tee �1ea �ev. 94.6 t 1?046 CA.Vl

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = LVibt
=215.8 27959.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
Mae
TOTAL DA -�v^. 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 a 106560 lbs. ALW/135 lbs. ALW * 1.37 gel/day 180 days
Volume = 194650 gals. or 26022.7 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. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume 0.0 cubic feet
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 5. 0 inches
Volume = 5. 0 in * DA. / .12 inches per foot
Volume = Hi�s;B cubic feet
ILo99.L

5D. Volume of 25 year - 24 hour storm
Volume = 6.3 inches / 12 inches per foot * DA
15L45.o
Volume = 9:4 273c8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 11011 iie4d cubic feet
5D. I5L45 3+46:?4 cubic feet
TOTAL 52342 cubic feet
6. SUMMARY
Temporary storage period=====____=_—_—__> 180 days
Rainfall in excess of evaporation=====_____> 5.0 inches
25 year - 24 hour rainfall====______________> 6.3 inches
________—________> 1. 0 feet
131aft pa,ppggeramm'vvcvme®w............ mvoav®al' ;3 ,o i I '1( Ow enG Qj�L.
Inside top length======_____=__—________> 215.0 feet mar,
Inside top 3!8 e:a feeti„w.
Top of dike elevation_______________________> 93 . 0 feet
Bottom of lagoon elevation=====___-=_—_---> t4,o S2 .S feet
Total required -5896 cu. ft.
Actual design volume==== ___--___— LIP '&Griai cu. ft,
Seasonal high watertable elevation (SHWT)===> 84.0 feet
Stop pumping elev.====—___—____—_—=====j 89. 5 feet
Must be > or = to the SHWT elev.====___>' 84 . 0 feet
Must be > or = to min. req. treatment el.=V%J* -8s feet
Required minimum treatment volume=====_____,> 106560 cu. ft.
Volume at stop pumping elevation=========�%.. }8!?597 cu. ft.
Start pumping elev._________________________- 91. 4 feet
Must be at bottom of freeboard & 25 yr. rain all
Actual volume less 25 yr.- 24 hr rainfallA451 cu. ft.
volume at start pumping elevation=====_== °4s ^ ='v cu. ft.
Required volume to be pumped=====________=J�Qt6 37669 cu. ft.
Actual volume planned to be pumped=====____- 4994i cu. ft.
Min. thickness of soil liner when required==> V 3.-5 feet
00 Eke. 49.0
7. DESIGNED BY: � (L �p APPROVED BY: %.4® GL�•Vw0'
DATE: g s � � DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:jkn4a 4 R_ fAj Q It I , «,. al N Nla,
see_ ��.� in rr....AS`1rt+� Co\C 6 Q�ea� �I l{ —

2
OPERATION AND MAINTENANCE PLAN SHEET 1 OF
------------------------------
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 tKroughout 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 storago
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-,charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When recharging 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 91.4 as marked by pel7manent marker. Stop pump-
out when the fluid level reaches elevation2l-143 * . This temporary
storage, less 25 yr- 24 hr storm, contains 37669 cubic feet or
98 69 gallons. 51465

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. Earthf ill 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.
aamPraation will be considered adequate when Sill mataxigi to abserved
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 its 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 THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to- the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (is - 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 sa arate. 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 clay 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 taming or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The- final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
--------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. /'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO DUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
3 .0 TONS OF DOLOMITIC'LIME (2 TONS/ACRE)
150.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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Bid Date:
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Drawing: 3662 NURSERY
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Bid Date:
Engineer:
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Estimator:
Prepared by: using Sitework

Surfaces:
Proposed
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Tight Volumes Expansion ('s) Expanded Volumes
LUE":1 1535.66 0.00 13.535.66 1 �E
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Bid Date:
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System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer/early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
2

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

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

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large -
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator, haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure --an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) GOt� y3�-3�d
EMERGENCY MANAGEMENT SERVICES (EMS) 5'"A'L_
SOIL AND WATER CONSERVATION DISTRICT (SWCD) l b`-t-LrA4-351IP
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) l o� 35
COOPERATIVE EXTENSION SERVICE (CES) y
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.
t. 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 flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office, Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice I technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. 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 problems
with release of wastes from happening again.
9

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

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filler strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -- November 11, 1996
1l

The issues checked ( pertain to this operation. The landowner/ integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
Ke
(Landowner Signature)

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (V)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(v)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (v)Slotted floors;
floors (V)Waterers located over slotted floors;
(v)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (V)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (,)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (v)Minimum recommended operation pressure
(,')Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge—Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
13

MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
( ✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be
attached)
14

Version—November 26,2018
!'Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
ElLandfillat municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
11 13B .0200.
® .CG Rendering at a rendering plant licensed under G.S. 106-163.'.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by-the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinioneof 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.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

Mor#ali Mane ement
�Y 9 v<::
,. .........
3. • ::.. - .. IGi "
1
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
Rendering at a rendering plant licensed under NC G.S. 106-168.7
Renderer of choice for this anima!operation
Enterprise Rendering-Oakboro NC
ErComplete Incineration
Dead Poultry Only---placing in a disposal pit. Size and design of pit
approved by the NC Department of Agriculture.
® Any method approved by the NC State Veterinarian which involves
possible salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

BROWN CREEK Soil Water Conser 'on District ' Natural Resources Conservation Service
Kevin M Martin Swine Farm-OPERATION AND MAINTENANCE PLAN UPDATE
This structure is designed to operate as an anerobic lagoon,with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions,weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.)waste generated by confined animals; and,
2.)excess rainfall after evaporation (5"for Anson County). Additionally the structure can store the 25 year-
24 hour storm(6.3"for Anson County)above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s)from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing...recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 91.3(or before). STOP pumping
when fluid level reaches elevation 89.6. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 38099 cubic feet(284981 gallons)every 180 days....76198 cubic feet(569961 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste---
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to perennial streams. Do
not apply waste in open ditches or water courses,within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm(or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources-Division of Water Quality
is the responsible for enforcing this law.
5/15/97 ANSON COET NTY, NC