820314_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: 82-0314
2. Facility Name: R.M. Jackson Farm
3. Landowner's Name (same as on the
,�te
Waste Management Plan):
4. Landowner's Mailing Address: 4660•17ayetteville Hwy
City: Dunn State:
va2.
Telephone Number: 910-567-52-i+Ext. E-mail:
5. Facility's Physical Address: 2550 Fayetteville Hwy
City: Dunn State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Thomas Melvin Jackson
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
NC
NC
Certificate Of Coverage Number:
Robert Daniel Jackson
T" Mylos,. -
TO -
C. Howard Farms LLC
Phone No.: 919-820-3226
Allowable Count
2,700
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
AWS820314
Zip: 28334-1668
Zip: 28334
OIC #: 25252
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
' fT1VEDA4CL-02=WR
P! ! 2019
Watert�u�0i�

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#1
/4 9V
36A, 333
q� &
/ 9
#2
19
7?1
d a/("
�y
#3
�� ��t%
32,365.00
1
-
2
48tT
3
32,365.011
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 be the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-2L5.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: _ if G N� e I S U ✓) Title: _—L umit r
Signature: Date: _�Ja f p lq
Name: 0AAS 'tlV; U V�"'1"�0� Title:ylll`We'r G,
Signature:. PIZ Date:
It
Name: Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

WASTE UTILIZATION PLAN
Monday, March 14, 2011
Producer : Tom & Dan Jackson
Farm Name: R M Jackson Farm 82-314
2550 Fayetteville Highway
Dunn,NC 28334
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 2700 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. 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 of 10

n
.AMOUNT OF
2700 hogs X 9At TE PRpDUCED PE
tons waste/h R YEAR (gallons
�000h g OF:. PLANT A W Waste/hogs/Year = 5130 tons ft3, tons, etc.)
hogs
X 2.31bs pAN/ Al /E N17-ROGEN (PAN P
Applyin Year = g210 pqN/yearRODUCED PER YEAR
equi g the appjy th
pment to mount of Waste is
The folio a e Waste in a Timely m nne'�. You should plan ti
type n/d acreage
ae will be needed a
me and have ppropriate
�11 AC application. f°r waste a
pplication based on the crop to
RES OWNED gY TRAcr FIELD __ - PRODUCER
be grown
SOIL rYpe _ ,
i_
_
r--10508 1 -___ DETERM/NIN CLASS. C ,.
_ G PHASE C' pO YIELD LB3 Al C
10508 2 -N OLKO-2% �- �- BC_ ---N/ACRE NACM ACRES LBSAW
i__ - - - 2 �O`LK 0-2% `` -� SG -�5'2_ 260� R USED w APPLIC.
1.. 10 05 8 ~� � NORF _ _
_ 2 _OLK o-2�_ c 1 --- _ c 2.5 - -� TIME
r�08 2-NV_013FOLIC 0 2/ �` - 11 5 _~ 50 0 2.5 - 6 MAR S
10508 - J; -� !Np `- 2 - W - --� 131., --- 9 EP
IF
o8 - ,w 3 NORFp K 0- o� �.._�- 5 12`-� Ot'� .68-613 8 " M _-MAY
10508 3 NORF -�2 - _ wA _ � 7, 2; -� 4.68 88 AR'JUN
0501 8` ..�� 'NO ELK O-2%� � 2 1 75 i 4.68 642. 2 8EP-APR
f 3 eFOLK o0 2/ W -_ 915 31.1 4.68 096_jgP' p 18
O508 - i-4 NO�OLK z �- SB " ' _60 125. -0 4.9a _351 r SEp qRP
�-'0508 4 - Now OLKo 2/ -� �� q 35 " 137.2 �' 4.98 fi22,878 MA N
i 50 �.� _ -
105 rt 5 'IV R� K 0-2 % �- BC 75 _ 0 - 98 683. 4-` . SEP.A R -
_ 4.
5 0 * 5 _ RFOLK 0-Zo/ _ SG 2 - 0 98 256 AP EP
_08 ;: ��-ORFpLK 0� 1 -- _ _0, __ _ 373.5 SEP:
_ 10508 - -'* - - 5 ?NO !` 2 /o - C 50 93 77 g - _ARP
5 - RFOLK 0-2% - _ I ' S - 1 �0; 2.93 6�_ MAR-SEp
r 10 - 9 - 6 _ 'NOR--
0-2 % - SB - - 60 1 5 '� 0 1.29 16 146.5 SEp_MAY'
1-�_5� .. * 6 G�_SBORO 2 0 - _ _WA 3 37.2 -0_ 1.29 161769'�RUN
R - 1050 9 - _ _ LDS80R0 0 /2 /2 C 1 _ -- 0' 11 29 - 6. a SEp AP
,10509 6 _.GOLp$BORO 0� �/`/ i 130` 14875 0-1.29 -17 9�ApR-SEp 5
i-- I K - . N. GO` LRO 0-2 % '`� i 6�'� 5 - 0 3.75 555..75 SE AP Rp �_� SB 136. �-
1� • _ 7 ORFOLiC a o Wq i3�14 3 - 0_`5 - 75. MAR-JUN
7 2% '��
�� _ �10� L-NORFpLK 0- o - - 1 - _� 3.75 -875f SEP AP
9�50j `,rt ��NORFOLI/o -� ! C �115 - �5 ^ 0' `- 5 56�251APR.
K 0_ o �__ - 3.75 SEp 95
I 105 7 ;N 2/0 W i31.1 -� `1.25 SEP.
-_._09_ r �pRFOLK_o� _ 65 _ 0 _
10509 8- GO - 2/o WA �- 136.5 _ 3.64 477.204t~'ARP
105`- 8 '�BORO0.2, -� SB_. - 75 " -- 3.64 496.M_AR �UN
_ -0 9 8 __ GOLDSB6ROb-j-v �- C - 35_ 137.2 - - 0 3.6_4 ` _86j SE -APR
-`09 8 GOLDSgORO 0-2 0 W~ �._ �30 148. 0 3.64 �� SEP'ARP
10509 yGOLD$g`- _ - 65�- "- �-.__ _ p 499.408igp
10509 w�9 - GpL ORO 0-2a� - - WA - 136.5' --- 3.87 573.534 R 3EP 15
9 -�BORO 0-20%`___ _ SB - _ 1 - ; _0 3.8�� - _MAR-JUN -
�,0509 - 'GOLp `-�° - 5 - 528.255,' `
g S_BOROO-2o��--- _ C -38 149.34 - �. _ 3.87 290. `SEPA_PF2
�_ _
1050� +�9- GOLpSBpRO p.2o'� -- W 130 -..148.2 O 3.87 5- 25, -SEP-ARP
GOLD$BORp - o . __- _ 65 � �. - 0. 3.12 - �6'APR-Si;
0-2/e - WA _ 36,5 -- .462.384E 15
_MAR-
Ir1CilCateS - " - 38_ 75 - 0:' 3.12 42 85 88; SEp_ Z that this fief 149.34 3.12 . - 234' -APR-_
summerannu d IS been - 0 3-12 - �_SEP-ARP
* Indicates a aIS. g oV@rS - - 465.941 ApR-SEP ,S
eeded i, TOTALS:
( e, in 7856.21 --
Crop Rotation planted
NOTE: The °" winter annuals follow
re nts. g� lrcator is Cautioned
quirrne
some eastern cou Inning in 1996 t that P and
nl1trients 7-hiS nties of he coastal Zone
may be over
nian on►v NC to have a nutr%e ManagementaF�plied while
addresses Nitrn nt man qct will re meetinuire fa g the N
aen agement plan that addresses mers in

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
CROP
C
CORN
BC
HYBRID BERMUDAGR_ASS-CONTROLLED GRAZED
ISG
SMALL GRAIN OVERSEEDED
SB
SOYBEANS
IW--
- ' WHEAT - - -
LA
. WINTER ANNUALS_
UNITS
LBS NIUNIT
BUSHELS
1.25
TONS
50 -
AC
50
BUSHELS
4
BUSHELS
2.4
AC
-. 100
Page 4 of 11

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 — T 30.76 7,855
TOTALS: 30.76 7,866
AMOUNT OF N PRODUCED: 6,210
"*BALANCE -1,646
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 999 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
_TRACT_
1 ,10508
10508
10508
h 0566 ---
10508
T10508 _
10509
10509
10609
I�10509
i10509 - --
10509
10� 509 —
FIELD
-----
- - - *2 -*3, *5
- *2 «3 *5_
-- - *2,*3 *5-- -
*6, *8 *9
*6,*8 «9
SOIL TYPE
NORFOLK 0-2% _
NORFOLK 0-2%
NORFOLK 0-2%
0RF0LK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
NORFOLK 0-2%
GOLDSBORO 0-2%
C�nl I]SBORO 0-2%
o-z ro
APPLICATION APPLICATION
CROP
RATE (in/hr) AMT (inches)
WA
0.50 i "1
W
0.50 `1
SG
0.50 *1
I
SB
0.50—_-
F
--C
0.50-
BC
0.50
WA
0.50 `1
-SB .
_ 0.60
C
0.50 '1
WA
0.50 .1
W -
_
- 0.50 1
SB
0.50__
Page 6 of 11

6O( 0-- -- o _5i10509 T2%-
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6 of 11

NARRATIVE OF OPERATION
Producer has option to plant millet and fertilize at the rate of 243 Ibs/N/ac on fields 2, 3, 5-9.
Cotton may be planted and fertilzed at the rate of 78 Ibs/N/acre in fields 2, 3, 5 & 7 and at the
rate of 82 Ibs/N/acre on fields 6, 8 & 9 If corn follows soybeans reduce nitrogen rate by 20
lbs.
Page 7 of 11

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste, If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to 'Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
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.
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 more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from anv perennial stream or river (other that an irriaation ditch or canal. Animal waste
Page 7 of 10

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19, Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for,,all other waste shall be maintained for five (5) years.
23. Dead animals. will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: R M Jackson Farm 82-314
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Tom & Dan Jackson
SIGNATU
NAME OF MANAGER rf different from
SIGNATURE:
DATE:_ yL_11Z 2-0/.7-
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
] (910) 385-1 0
SIGNATURE: DATE:
10
Page 10 of 10

2'a-=31�f
Swine Farm Waste Management Odor Control Checklist
cause
IMII's In Rlfnin,izc Odor Site Spct•ifie Prarticcs
I'el lmlc.l,l
Swim ploduclinn
Velielalive or wooded bullets;
fell'iccomlrtended best managen,ellt practices;
CVGond jrtdgnleut and common sense
Anil,,, IluJy —!.III races
Ditty nculurc-covered animals
Dry floors —------- - ------ ----
1 Ill,u .u11.,1
wet nlauuue-covered Iloms
(9' ::Inucll Ilonls;
f�waterers located over slotted floors;
PKI'Fectlers at high cod of solid Moores;
fY Scrtlpc nl.►nure huitdup from llools;
'l `Indrl floor ventilation for drying
h1.1nu1c u111clt11111 pity
• Ihine;
Frequenl nrinlulc rculoval fly flllsh, pit lecharge,
• P;ulial nliclobial decomposition
or scrape;
fl 1lildellloor ventilillinn
Vcnlil.,,u,n r,b:,n,l Lu1s
Vl►laulc g�,;rti;
Iran maintenance;
I)nst
01 liliicicnt air movement
—DIrst --
f Vllashdown between I;ronps of allillials;
fl".'�,'ccll additives;
fi�' 'ccller c,►vers;
g3 I'cell delivery (lowinpollt extel►dels Ill leedel
covers
I In.h Lu,l..
Agilatiun of recycled lagontt
f7 Y-111sh lank covers;
liquid while larks ale filling,
Extend fill lines to ucar bollum ol'Ianl.s wilh
anti-sipholr vents
Agitation during wastewater
fl Iloderfloor flush with mulct floorventilalinn
conveyance
1'11 1i111.u1 c points -- -- Agitation ofrecycicd lagoon f1 Uxlend recharge lines U► near bollnnl ill'pils
liquid while pits are filling with anti -siphon vents
Lill M.111.u1, Agiwiion during sump rmk Cl Sully tack covers
filling alld drawdowa
I lut�.i,ll:,hain collection Agilation during wamewmticr Box covers
U1 111111111111 bllaeS conveyance
At,P W -i :fuller 11. 1996, Page 3

(.'uuse •----- -� —� IIMI'S UI 1`'illllllll'LL• Of1I01'�- - - -SIIc SIIL•Ctlll' I'rurliccs
Fod uf•dlainpipes at Agitation during; waslewaler Exlend discharge point ofpipes mldemcalh -- — -- `---
1:+goon conveyance Lagoon liquid level
hipaao surfaces 0 Volatile gas cn►is,sions; Proper lagoon liquid ea mci1Y• -- -- —
• Biological mixing;
• Agitation
- Illigation splillklcr -- --• —1ligh pressure agitation;
Illudes Wind dlili
SIIn.y.e I:ud, lu b:lsin
]III LILL:
I ,
La'Cnn'cct lagoon slaitnp procedures;
W�/linimutn surface area-tn-vulnmc ratio
I� hlill imtill) agitation when pumping;
chanical acralian;
('raven biological addilives
f?' liligale an dry days with lilde or no wiled;
�htinimuul recommended operlline plessnle;
C Pump intake near lagoon liquid sin face;
ry 1'uml► from second-mage lal;ooll
F1 Bouolu or midlevel load;ng; -
C7 Tank covers;
n Basin surface orals of, solids;
n I'loven biological addilives or oxidants
Scltliul; b,r ill sm f11ce • Paltial nli,aobial Ilecr►nlpnsilillll; n Extend drainpipe oullels untlelneath liquid -
• Mixing while filling; level;
• I'a+lial nlicrubial dt:cutnpusiliun;
• Mixing while filling;
Agitation when emplying
•
Agitation when cniptyiug
Cl Itcnurvc sctllcd solids regularly
Al.uant , dishy m %1a111-c 0
Agitation when spicading;
ICI Sf►11 injection of slulryhladgcs;
apt c,Ide1 uullLls
Vulallle gas cillisslalls
F ash residual inallot-C I10111 spreader after list:;
I.! 1lrovell biological additives fir oxidatlls
I lllcovel ell III:II ile, •
Vlllatlle gigs clllissiolls while
1' -- i -
I11)C1:1111111►I SIII11)/tilllllgeS
Slntll't►1" SIIIIII;I 1111 Iltlil
111")'lllg
1Y ;�illl incol-porallall widlin'18 Ills.;
s111 Lll�l':.
f-Y iprcad.ill Thin till iI'm in layers for rapid Iliying;
Proven biological additives or oxidants
Ocala ;��liui.ii� ---- -- :--Carcass
decompositilm -
(74" Proper disposition ofcancasses -- ----_ ---
t%C.IIt :Il+llll,d �11,11II).:11 - .
Carcass decamposilioll
fl Complete coverilig of carcasses ill bmi:d hits- .
f-1 Proper location/cousinie ion of disposal ,its
IIIL IIleI:111I1a • Incolnplett: l:anlbastion rl Secondar • slack bliulers
,�hti u' - nlher 11. 1996. Page •1

Cause I1R11's to Miuinrize (Idnr ---- ---Silt: tiltccilir 1'tarliccs �J
Slanding water around • Impoper drainage; Fr Grade and landscape such Ilia[ waler drains
facilities 0 Microbial decomposilion of away from facilities
urganic mailer
Manuic uacl•ed onto Notly malwaincd actress toads !X I ams access mad mainicnmtce
public: loads limn farm
aa:ess
Addition,llntinntalion: _ _ _
S«•ioc P1.urtue ftilamtgentcnl ; 0200 RIBIC I)MI, Packet — -- —
Swine 1'14011e.liort Faint 1'olcnUal ( Wor Sources and Itelltedtes ; EIIAF fact Sheet
Swine I'toducliun Facility Mant re Management: Pit Recharge - Lagoon Trealment ; FIIAE 129-89
Swine ('induction Facility Malime Management: Underfloor Flush - Lagoon Treatment ; FBAE 129-88
Lagoon 1)cs1l;11 and Nfauagentcnt for Liveslock Mantire Ticalment and Storage ; F.IiAE 103-113
( %dibt.ttion of ktanttre and Wasicwater Application I:gnipntenl ; FIIAE Fad Slice[
('onlntllutg (►dors lion Swine Iluildings ; PI11-33
1Lnvuunntcmal Assurance Program ; N1111C Manual
( )11611, Inc Klaneging (►dor ; a rclmit liom the Swine Odor l•ask Force
I1m).mice I'micems in Animal Manure Management: Odors and Flies ;
�X
w
C
11ItO107, 1995 Cnnfercnre Proceedings
Available: From
IACSI1. ('ounly i:xlerttslnn ('enlci
1ACStl - IIAE
NCStl - I I A F
111CS11 - IIA1:
IACSI1 - IIAF
NCSI l - IIA1:
Flt'S11 - Swine Extension
P!(' fort. I'milttcets Assue
NCMI Agti Conunimications
I:Iotida Cooperative Extension
ANI(►t • -( cn im 11, 1996, Page 5

Y)_J/Lf
Insect Control Checklist for Animal Operations
- tiuurce Ctmsc 1IMPs to Control itlseds Site Specific rracrces
Liquid Systems
FluAl (imllers Accumulation of solids r-e plush system is designed and operated
sufficiently to remove accumulated solids from
�mtters as designed.
r ttemove bridging of accumulated solids ill
discharge
Lagoons and NIS Gusted Solids I�MAmain lagoons, settling basins and Ails where
pest breeding is apparent to minimize the
crusting of solids to a depth Ohio more than 6 -
8 inches over more than 30% of s► rlace.
I:aces!Ave Vegetative • Decaying vegelatio►t Fe Maittlain vegelalive control along hanks of --
c inuwtlt lagoons and olher impoundments to prevent
accumulation of decaying vegetative matter
along Water's edge on impomndnteul's perimeter.
_ Dry Systems
Feed Spillage Design, operale and nwinlaiu feed systems
bookers and boughs) to minimize the
umulatimn of decaying wastage.
[- clean up spillage on a routine hasis (e.g., 7 - 10
day inlerval during summer; 15-30 day interval
during winter).
feed Slural;c Accumulations of feed residues Pf- Iteduce moisture accunu l-alion within and
a role d immediate perin►eler of Iced storage
areas by insuring drainage away from site
:mdlor providing adequa le conlainment (e.g.,
covered bin for brewer's grain and similar high
isttire grain prodmcls).
Pf Inspect for and remove or break up accumulated
solids in filler ships around Iced storage as
needed.
AMIC Nuvcmber 11, 1996, page

Cause IIMI's to Control Insects. � - - ----`--- `—
Animal Iloldinb Areas Accumulations of animal wastes
Eliminate low areas that trap rnoisUSite Specific Practices
tre along —
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
CV**�Maintaiu fence rows and filter*strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manttte I handling • Accunutlalions of animal wastes Remove spillage on a routine basis e. 7 - 10
Systems - ( b-�
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
implication or disposal.
Provide for adequate drainage around manure
eockpiles.
htspect for and remove or break tip accunrttlated
wastes in filter strips around stockpiles and
handling areas as needed.
For more ittlitnnation contact the Cooperative Iixtension Service, Department of Entomology, Box 7613, North Carolina State llniversily,—
Italcigh, NC. 27695-7613.
A M IC - 144 jer 11. 1996. Page 2

DIn
6.4--31 L f
EMERGENCY ACTION PLAN Fv
t 7,5)00
PHONE NFUMBERS
DWQ (919) —�OA�
E.%-IERGENCY lei--NAGE".ME:`+-I' SYSTEM (910) 592-89%
SWCD . [phone]
NRCS 910 592-7
This plan will be iriplemented 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_efferL 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.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. EvaIuate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakase from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. CIose valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systerns. houses. solid separator_ -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
Make sure no ,,iphon occurs.
d. Stop ail tlow in the house. t:u�h s,,:Cems. or _ciid separators.
L,;_�_,-:'.i^e" l .-cif.

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small surnp or ditch away from the embankment to catch all seepage.
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals. trap or remove animals and fiil
holes and compact with a clay type soil.
c. Have a professional evaIuate-the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
C. Anv damage noted. such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potentfal to reach surface waters?
E Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call Iocal EMS Phone number C. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , locaI SWCD office phone number
and local MRCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
S: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: VV G'--a Ic (
b. Contractors .address: V hi'N' 0^k C4. 141
c. Contractors Phone: `i 0 -.5N- 1;tiS-6
Lt_�1''c' i•�. I��'f?

6: Contact the technical specialist who certified the lagoon (tiRCS, Consulting
`-� En` i neer. etc. j
a. Name: U tso+t fo,tHc�.-
b. Phone: Tiv -
is 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.

Q2 - 31 Cf
Version —November 26, 2018
�Mortallty Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
U Rerdedng at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
aIn the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the saivage 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.
Signatu a o/. arar—m Owner/Manager
Signature of Technical Specialist
3 /2-1 2o)g
Date
Date

Operator R.M. JACKSON County:
SAMPSON
Date:
*4*99"#
Has the site evaluation been completed & approved:
0.0
1. AVERAGE LIVE WEIGHT (ALM
0 sows (farrow to finish)
x
1417ibs. =
0
lbs
0 sows (farrow to feeder)
x
522 lbs. =
0
lbs
900 head (finishing only)
x
135 lbs. =
121500
lbs
0 sows (farrow to wean)
x
433 lbs. =
0
lbs
0 head (wean to feeder)
x
30 lbs. =
0
lbs
Describe other:
0
lbs
Total Average Live Weight = 121500 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 121500 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------- - ----
180.0
Inside top width (feet)--------------------
180.0
Top of dike elevation (feet)----------
97.50
Bottom of lagoon elevation (feet)--------
85.50
Freeboard (feet)---------------------
1.00
Emergency spillway depth of flow(feet)----
0.00
Side slopes (inside lagoon)
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 174.0 174.0 11.00
AREA OF TOP
LENGTH * WIDTH =
174.0 174.0
AREA OF BOTTOM
LENGTH * WIDTH =
108.0 108.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
141.0 141.0
30276 (AREA OF TOP)
11664 (AREA OF BOTTOM)
79524 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30276 79524 11664 1.83
Total Designed Volume Available = 222684 CU. FT.

5. 'TEMPORARY STORAGE REQUIRED
Y
DRAINAGE AREA: r
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
180.0 180.0 0.0
32400.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 32400.0 square feet
Design temporary storage period to riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 121500 lbs. ALW1135 lbs. ALW * 1.37 gal/day 180 days
Volume = 221940 gals. or 29671.1 cubic feet
5B. Volume of excess water
Volume = 814.6 gallons/day
Volume = 19602.0 cubic feet
5C. Volume of rainfall in excess of evaporation
180 days storage/7.48 gallons
per CF
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.4 inches
Volume = 8.4 in * DA / 12 in. per ft. = 22572 cubic feet runoff
Volume = 0.0 in *lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 22572 cubic feet
5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 0.0 in.
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18900 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
29671
cubic feet
56.
19602
cubic feet
5C.
22572
cubic feet
50.
18900
cubic feet
5E.
0
cubic feet
TOTAL
90745
cubic feet

6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall during wettest period of storage===>
8.4
inches
Evaporation during storage period=====______>
0.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Heavy rain_______________________________�
0.0
inches
Freeboard________________________________- _>
1.00
feet
Side slopes=________________________________>
3.0
: 1
Inside top length___________________________>
180.0
feet
Inside top width____________________________>
180.0
feet
Emergency spillway elevation(if planned)====>
96.50
feet
Top of dike elevation_______________________>
97.50
feet
Bottom of lagoon elevation__________________>
85.50
feet
Top of sludge elevation_____________________>
85.50
feet
Total required volume_______________________>
212245
cu. ft.
Actual design volume________________________>
222684
cu. ft.
Seasonal high watertable elevation (SHWT)===>
92.60
feet
Stop pumping elev.__________________________>
—92-.60—feet
?Z.
Must be > or = to the SHWT elev.====______>
92.60
feet
Must be > or = to min. req. treatment el.=>
91.50
feet
Min. Required treatment volume______________>
121500
cu. ft.
Volume at stop pumping elevation=====_______>
119775
cu. ft.
Start pumping
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. Vol. less 25 yr. and heavy rainfall====>
203784
cu. ft.
g
Volume at start pumping elevation=====______>
199125
cu. ft.
Required volume to be pumped________________>
Actual
71845
cu. ft.
......
f, l
volume planned to be pumped=====_____>
79350
cu. ft.
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
*

ANIMAL WASTE MANAGEMENT WORKSHEET
FIELD OFFICE
DATE 9/02180
Name
Address
Route DunDuniia
N Ce
PH.
Location
--Approximately
2.5 miles west of S ive
ts'Corner on Highway 13.
PROJECT DESIGN DATA
Type
Operation
Sows x 350 lbs. _
lbs.
Boars x 350 lbs.
=
lbs.
20000 Pigs x 150 lbs. _
300.000
lbs.
_ Pigs x 40 lbs. =
lbs.
Total lbs. =
300,000
Type
House(s)
�-'
Flush
Pit
Pit Dimensions x x
Number of Houses
DimenSiol; of Houses
Excess Rainfall 5"
25 Year Storm 711
Estimated Size of Lagoon
Estimated Waste Generation 8.4 Lb./100 lb. hog/day
Method of Applying Effluent to Lard lioneywagon
Times to he Emptied Per Year 2
A
.

DESIGN FOR TREATMENT LAGOON
For anerobic treatment, figure 1 lb. hog = 1 cu. ft. of storage for waste
treatment.
1. 300P000_ lbs. Hogs/Year = 300,000 cu. ft. of storage
2. Planned Capacity:
450 x __-2Q x 10 W/ 2 1 _ SS = 302,333 ✓ cue ft.
Length Width Depth
DESIGN FOR FLUSH LAGOON
3. Waste Generation:
8.4 lbs./day/100 lbs. x _ 3000000, lbs. x 365 days = 147-,404 _V11 cu. ft.
62.4 lbs./cu. ft.
4. Excess rainfall for waste treatment lagoon:
511 (.42) _1F.�LQ x _90 = 17,010 ✓a, cu. ft.
Length Width
5. Excess rainfall for flush lagoon:
•
5" (.42) 140 - x _ 90 == 5,292 cu. ft.
Length^ Width
6. 'rotal capacity needed (add # 3,'4, and 5) = ____ 169,706 cu. ft.
7. Divide # 6 by 2 (Number of times to be emptied per year):
842851 cu. ft.
8. Planned Capacicy:
140 x _ 90 x 10 W/ 2 1 SS = , - a55 333_ _ cu. ft.
Length Width Depth
9. Storage required for 25 year storm in treatment lagoon:
7" (.58) 45U x _ 90 _ _ = 23,490 cu. ft.
Length Width
10. Storage required for 25 year storm in flush lagoon:
711 (.58) _ _ -_ 140 x _ 90- _ = 7,�08, cu. ,ft.
Length Width
APR 0 3 2019
► ate Qualiw
Regional Operations Section

(2)
11. Total storm storage required: ,
(To be stored in flush lagoon) = 30.798
••—�...�.:.:, c u. f t .
12. Storage capacity in flush lagoon:
r0 x x 2.5 = 31 500 Cu, ft.
Average Length Average Width Depth
13. Add one (1) foot of freeboard to storm storage for a total of 3.5
ft.
of dam (dike) above planned fluid level in flush lagoon.
D,c .44 4/n,-41iari.5 e vkxs4 oar uJi CL 6G
/40 x 90 X /n &J/ ;2. l ,55
y

Date 9/02/80
LULSICN FOR DISPOSAL AREA
Robert M. Jackson LAGOON
I. Nitrogen
Produced =
300
000
lbs. x 0.048/100 lb./day x 365 days
Nitrogen
Produced =
52
560
lbs.
2. Figure 75;. N. loss due to evaporation and volatization. It is anticipated
that the flush operation with recycled treated effluent will expose Nitr6-
gen to the atmosphere and result in N. loss.
52 560 lbs. x 25% = 13,9140 lbs.
3. figure applying 600 lbs. N./Acre of Coastal Bermuda/Year.
139140 lbs. = 21.9 Acres Needed
bOO lb./Acre
OR
13.140 lbs. = , 65s7 Acres Needed
200 lb./Acre

11
+rw••F+� � u. L rrawr�r+ at �a�
mob ML
PANIM Its Ta c r; o,. S>r!'ttttrrr
DA-M / / / (� f 0WAM
L C. S. t► KrM Sitar NO. wcm VIM
WATZRSMW AMA MAAMMMUM
CROPLAND ACRE-3 PAMRZ ACRES Ate_ I L.�, ,gip E N C E R
WOODLAND ACRES TOTAL I ACRES POND CLASS I WORK L74rT CONSUVATIG..IST
SKETCH OF PROPOSED POND SHOWING WMM SORaiG,S 1WSILi XADL 4mwo& amis V Jwti
L mmN /Nmrmwd /Mmf M mow Now of rM md alwa j of MOa.
1 I I I I I I �1
I
1 \ (
I _ _
y I
i I III II�ij I II�,
j
SHOW S'-Baa MUR AND PKIFMA
oL►T'ltinn.. Ab...od xu ior alwnq b wNm Mot . am shomw mom..r AMMINs Aw 6m~ • ,��r m.r,MW 'w W.L
I rcMnomwf OR bea whom aesh�w shm MW o" mj m",Q M r..rr Mwao m.
room
■m,
■r■■wm7
!:mum.m
rrr

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainand
wet periods. y
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 the thunderstorm season in the summertime, This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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 Ievel 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
irrigate does not Ieave 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 fertilizer 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:
I. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1 • undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
side slope stability ---slumps or bulges
wet or damp areas on the back slope
erosion due to lack of vegetation or as a result of wave action
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 I educe 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.
T ransfer 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 or 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

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 inflow 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 Iagoons 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 occour 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,

• 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 lever (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. sum mer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid Ievel should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that 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:

proper lagoon suing,
mechanical solids separation of Bushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge - is removed annually rather than stored long term will:
have more nutrients,
• . 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.
DevYater the upper part of lagoon by irrigation onto nearby cropland or
foragoland; max 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 phosphores, 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.
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.