240109_Application_20240401

State of North Carolina
Department of Environmental Quality FtECEP"
Division of Water Resources
Animal Waste Management Systems MAR 2 9 2024
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General PAIG DEQ/DWR
WtralOffice _
On September 30, 2024, 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, 2024.
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.
Certificate Of Coverage Number: AWS240109
2.
Facility Name: Mark and Tommy Johnson
3.
Permittee's Name (same as on the Waste Management Plan):
-i94Rrlf—fthnserr 7 p yU►�
4.
Permittee's Mailing Address: D94s*4- 10 Q �7 a d 14% .y
City: Evergreen State: NC
Zip: 28438-0331
Telephone Number: f @-9 T@ 9945-Ex. E-mail:
5.
9-9
Facility's
Physical Address:
City: Eve reen State: NC
Zip: 28438
6.
County where Facility is located: Columbus
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"):
Murphy -Brown LLC
10,
Operator Name (OIC): Thomas Ra,, Johnson Il
Phone No.: 910-770-2772
OIC 4: 28707
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
6,400
Operation Types:
Swine Cattle
Wean to Finish Dairy Calf
Dry Poultry
Non Laying Chickens
Other Types
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 Poultr%
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type
I Estimated
I Liner Type
Estimated
Design Freeboard
Structure
(Lagoon/Digester/
Date
(Clay, Synthetic,
Capacity
Surface Area
'Redline"
Name
WSP)
Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
I
Lagoon
4/9/1997
Full, clay
235,436.00
35,200.00
27.00
2
Lagoon
4/9/1997
Full, clay
230,303.00
3 5775-0-0-0--1
27.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): 1Sf Q(
15 , a !? _ Title: W( tN'
Signature: ,/'?c Date: ' 0.7
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Murphy -Brown, LLC 5/1/2007 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
�NMUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Structure:
Storage Period:
Application Method:
Mark and Tommy Johnson
Mark and Tommy Johnson Nursery
Columbus
6400
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potential;
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on -saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for speck crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
6400
Wean to Feeder
223 gal/yr
1,427,200 gal/yr
Feeder to Finish
986 aal/vr
nalhir
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Farrow to Wean
5.4 Ibslyr
Ibslyr
Farrow to Feeder
6.5 Ibslyr
lbs/yr
�---
Farrow to Finish
26 Ibs/yr
Ibs/yr
6400
Wean to Feeder
0.48 Ibslyr
3,072 Ibs/yr
Feeder to Finish
2.3 Ibs/vr
lhs/vr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 30.62
Total N Required 1st Year: 4519.5269
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 4,519.53
Total Nitrogen Produced by Farm: 3,072.00
Nitrogen Balance for Crops: (1,447.53)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
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co
0

Jill

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will defrnately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
•
Lbs N utilized / unit yield
A
-" B
Barley
1.6 lbs N / bushel
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
-G
Cotton
0.12 lbs N / lbs lint
Fescue - Grazed
50 lbs N / ton
H
Fescue- Hay
50 lbs N / ton
I
J
Oats
1.3 lbs N / bushel •
Rye
2.4 lbs N / bushel
-K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
-N
Wheat
2.4 lbs N / bushel
-0
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre / yr
-Q
Sorghum/sudan grazed
48.3 lbs N / ton
Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
~--t The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
6400 Wean to Feeder 0.072 460.8
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 460.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2304 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 18.432 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to applicatior*`
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
H drant
T e
Cro
in/hr
*inches
6434
1
Re
Q
0.4
1
6434
2
Re
Q
0.4
1
6434
3
Re
B
0.4
1
6434
4
Re
B
0.4
1
6434
5
Re
B
0.4
1
Johnson
6
Re
D
0.4
1
7
Re
D
0.4
1
8
Re
G
0.4
1
9
Re
G
0.4
1
6
Re
O
0.4
1
7
Re
O
0.4
1
6of8

Additional Comments:
Pulls 6-9 are option for use. Any of the crops listed may be used for
pulls 6 and 7.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Mark and Tommy Johnson Nursery
Mark and Tommy Johnson
/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Mark and Tommy Johnson
Signature:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation: Mur -Brown, LLC.
Address: 2822 24 West, PO Drawer 856
Wa w, NC 28398
Telephone: [phone]
Signature:
5-1-01
Date
8 of 8

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 Nutrients from waste 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 the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
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
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Top Soil Pre.(-.isi()rl Ag
Client Mak .& Tomil-ky Johnson
Tract M#k &Tommy Johnson
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),AN
PHONE NU&SOtS
IDWQ
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This pl h --n will be implemented in the event that wastes from your operation
leasdoverflowing, orrun"inEsIte. You shauld not wait until wares reach surQa waters or leave
your property to carmider that you have a problem You should make
this does not happen.Thig 121an s every rt to ensure that
fiLc:,T Tee fallowing ed hi in accessible To la= at the
kv. w1n,17, are some action items you should take. y
I. Stop the release cevrastes. Depending on the situation, this may or may a ' �Ibe possible.
Suggested responses to scree possible problems are listed below.
A. Lagoon over:ffow —possible solutions are: N
a. Add soil to beron to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c- Stop all flows to the lagoon immediately.
d. Call, a pupping contractor.
e. Make sure no suetace water is entering lagoon.
B. Runoff from, waste kuplication, ffe!d-actions include:
a. Immediately stop, waste application.
b. Create a temporary diversion to contain waste.
C. Incorporate waste to reduce runoff
d. Evaluate and eliminate the reason(s) that caused the runoff-
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprh*lers-action include:
a. Stop recycle pur
b. Stop irrigation ptunp_
C. Close valves to eliminate fiTther discharge.
d. Repair all, leaks prior to restarting pumps.

_ l
D. Leakage £Orin flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Make sure no siphon occ=. �
d. Stop all flows in the house, gush systems, or solid separators.
e. Repair all leaks prior to rest rdng pumps.
E. Leakage uon base or sideway of lagoon. Often this is seepage as opposed to Sawing
lea&possible action:
a. Dig a small well or ditch to catch all seepage, put in a subrne.-s'ble pump, and pump
back to lagoon.
b. If hates are caused by burrowing animals, trap or remove animals an4 III holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoo ' bottom as soon '
as possible.
�r
2. Assess the.extent of the spill and note any obvious damages.
a. Did the waste'reaca any surface waters?
b. ApproximateIy how much was released and for what duration?
c. Any damage noted, Such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach suface waters?
£ 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 _910 395 Z&O After hours, emergency number: ? 133 �f/7 Your phone caI1
should include: your name, facility, telephone number, the detads of the indent lean item
2 above, the exact loon of the facility, the location or direction of move6mt of the spill,
weather and wind conditions. The corrective measures that have aad the
seriousness of the situation. !i
b. If spill leaves property or enters surface waters, call local EMS Phone atzier 911.
C. In=ct, EMS to contact to cal Health Department •' .:
d. Contact CES, phone number /0 5702) local SWCD office phone n"er
l0 6 44 and Local MRCS office for adviceltechnical assistance phtute member
f' 0 6yz Z3ff
4. If acne of the above works, call 911 or the Sheriff's Department and explain yourpmblera to
them and ask that person to contact the proper agencies for you.

`�`' • �
5. Contact the caattactor afyour choice
to b
II J; eg�a report ofprobierrt to mr o$-ste &Magr.
a Zontrar.ors
N
b. Contractors Address:
G• Coat 2wtors PhLone: /p -
•
•
6. Contact the terhnic4 sPa ass who c-reed the
lagoon (NRCS, Cons
.
�
_ a. Name: il—mnill
-
�$ Er:gzuer, mac)
i�
b. Phone: / 29
•
•d
?• Iaplement Pmceres as advised by D WQ and technical assir=c..
`
•
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a$encies to'rect* the
•:
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release of wastes from bappeaing ag,
Q.Z1.lLL
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Mortality Management Methods
(check which methods) are being implemented)
0 Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S.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
0 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)
December I8, 1996

Version —November 26, 2018
Mortality :,i �L.anagernent v-!1Zathods
r
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
(l (� 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.
a❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
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. 106-649.70).
Q a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
of Technical Specialist
2-- Xk `/ �
Date
c;a6P/i
Date

ARK & TOMMY JOHNSON - GROWER #286
4 -1600 WEAN TO FEEDER
HIGHWAY #242 - COLUMBUS COUNTY
$ Jr
/ y
/
:�lo, . •
`—FAcn,
a �
1=19.
• ��1 f
1
1
1312
V
,
1
..r=17
1
I Swp
D IRE CTIONS : FROM EVERGREEN, TAKE HWY . #242 NORTH. FARM WILL
'BE 1.5 MILES ON THE RIGHT.
MAILLIN'G ADDRESS: SHIPPING ADDRE'S'S.
MARK & TOMMY JOHNSON MARK & TOMMY JOHNSON
7646 HAYNES LENNON HWY. HIGHWAY #242
EVERGREEN, N.C. 28438 EVERGREEN, N.C. 28438
[phone]
BROWN'S OF CAROLINA. INC
303 EAST COLLEGE STREET • PO. BOX 487 • WARSAW. N C 28398-0487 • OFFICE: [phone] • FAX: [phone]

United States Natural
Department of Resources NC-CPA-17
Agriculture Conservation RSV. 1, 2-9s
' Service
WASTt M&`rAGMrMNT FACIL= SrrE Eva.LUA710rr
6e..1 tRA.L i,YFU R,rnATIOaN
NAMEE T.�t t/ cl�il.�srni
SIB OPERATION
DISTANCE F:-OM - EAREST R SIDENCE NOT OWNED BY PRODUCER
DISTANCE FROM NEAREST PUBLIC FACIIITY (stunk eh' k e r-) 7 ZIeCU FT.
IS Sr7z WITIM 100-YFARFLOOD PLAIN?
YdS NoV
If yes, NRCS cannot provide assistance.
—"
IS S=r. AT LEAST 100 FT. FROM A "BLUE LINE" PE.R—= (NLAL STREAM?
YES Z NO
If no, site must be relocated.
IS SI:'E' WrzVM I MME ZONING IURISDICIION OF AUUNICIP.aI.LM
YES NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design app roval.
ARE L-ilZl= LY CONSTRVC =ON .AREA2
YES NO
i
If yes, see Part 503 of the National Engineering Manual and follow policy.
,V/
(Copies of maps or other reference materials may be attached to site
evaluation.)
WET1. (DS
WILL SITE INVOLVE CLEARING WOODLAND 01 ANY NON -CROPLAND? YE _ No
If yes, producer must complete Form MRCS-CPA38 (Request for Certified
Wetland Determination/Delinestion). /
WIL-1 ACTION RESULT IN SWAMPBusTNG? YES _ NO ✓
IF WETLANDS ARy IIf VOLV cD II' LS MM RESPONSIDIIiIY OFTtiE PRODUCER TO CQNTACT'hj$ US ,k234Y COR° OF
M- (0124F-S AND THE DIVISION OF ENVIRONNM* .AL MANAGElIENT TO Dzrmu mm IF PERMM ARE REQUIRED.
IF WEIZA.NDS ARE NVOLVED, THE PRODUCER SHOULD NOT CLEARANY LAND UMMA WnT.%,-TD DQMjEA=ON
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions For natural wedaad
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values Iost are fully
mitigated. For natural wetlands greater than one acre in size, i!IRCS will provide assistance only after a
rigorous sequencing process to include avoidaaM MIMI-1Mtion of Impacts, and compensatory mitigation is
carried out in that order of omference
HAS ODOR CONTZi a OL BEEEN D[SCUSSED wmxi PRODUCER:
• PREDOMINANT WND DatECTiON?
PRECHAROING LAGOON W1T.-E FRSTSH WAT=R TO AT =-_AST U2
OF THE CAPAC.Tf7
USING GOOD SOUND J MOLIVIE.NT N LAND APPLICATION
OF WAS..?
•

r-07
NC-CPA-17
REV. t, 2-96
-Page 2
y OTSEIi E`IVIROiYIi�YTAL FACTORS----��_ - - - - - -
1 M ENDAYG"RID ANYD/OR Th"RENa'. F- D SPECIES HABS'AT PRESMsM. YES __ NO
i
IS A DFSiGaYATEO NAILR4L. SCc_NnC ARE?, LYCLUDED L,q ret8 °L4NNVNG 1iREr1 OR
WILL PL L%TNED ACTIONS LLLP 4C OON AN ADIAC.'-_YiNATLIRAL, SC YLC AR'LL7 YES NO
i --
[5 ANY ARC.LT.AEOLOGLCAL OR.=Mi'OR:CAL SiI r LOCAT= CNY TciE pL -UNNL ED Attaa , YES , IO ✓/
ARE TriZ.E ?..RZM UNIQVr-- STATE OR LOCALLY M(PORTA.y T F.�LILANYDS tN Ts- YES NO ✓
aP�TLYG UL M. —'
i
WLL TI-sM ACTION RESULT IN SODBUS TLNG7 YES NO _
If the answer ra any of the above is yes, MRCS will not provide terhni =i
assistant unless az=cv 120UCr is followed.
WASTE NANVAGZ ENYT --
DOES PRODUCER OWN ENOUGH L11ND TO PROPRLY L AND APPLY ALL WAST Ygs ✓ NO
INCLUDING SLLTDG'r-- AL-MOUGH SLUDGE NAY ONLY BE APPLLED 2*-.MgUE:VTLY,
ENO, DOES PRODUCML HAVE ACCESS TO MORE LAND? YES � NO
IF LAND LS : far O W'NED BY PRODUCI CM?.RQDUC R Wr A eCrsZ.''. M%,rr ON "-M YES NO
ON W MCH TO APPLY WASiE1
(At ch'Waste UtfIilstfou Plan to site evaluation.)
50LL M VES-I GATIOV - VALID ONLY IF SOII. IIYV M=GAnON
MM= ATracMM
'S SJIL Su-r TIBL` FOR LAG=N?
fS ALZMEL.REQULR.D?
ME OF L "24M TO BE USED:
7 CLAY LMMIL IS TO BE USED, IS SUMABLE CLAY AVAILABLE ON
=122
7 CLAY LS NOT AVAMABLr ON SM7, DOES LANDOWNER*.SAVE
4CCES3 TO CLAY?
S A CORE T s'ifi fCH ?tEQUM=, ?
(Attach soil investigation sheet to site eralu3tiom)
LS St! SM .°ACE DRAW TILE PRES-.%rn
(If yes, the must be removed or plugged)
YES NO
YES ✓ No _
CLAY ✓ I/ EYTO. tM.- Sr,1TrL'z , C
YES ✓ NO
YES— NO
YES NO Z
YBS _ No V
UTZ A22ROVED YES 1 NO_ CONDITIONAL_
COj4QWM4 --L5
TIIS Slice LYVrSGATION IS VALID FORTWELVE VON nM n.. OM TFM DATa SHOWN BMOW.'iFCONSn. UCTLON
IIAS NOT BE=N STARTED WI HMNf TWELVE M0NTnS, A.YEW SrLr. INVESTIGATION WM-1 BE REQULRED. Y
i' I t
SIONATLIRZ DATE -y'
v Cb ,= in the Iocal or smte law or changes is the standard =uld require a nry site Emvestigadon.

SOn S & SHE EVALUMON
03%a�vwr: 11k;� 11 Farm:
Opewation: -Av State Road , a
Date: %G County: �pGU.,�l.'2rS
Distance to nearest residence: 2000
Number of homes within half -mile radius:
Number of homes within one mile radius: -'/0A4it,a
Distance to closest swine producer:
Distance to Feedmill: 0 0 4y1,057
Wetland Information: /I/E� A-)jo"
Comments: .;rd17?h C �r f �y /19fl rEn�rr c. x�SrS Gw S:r� . �vrTo� o�
L14'eD6N5
Depth
1
2
3
4
S
6
7
(ft)
1-2
d
Sa�Q
2-3
"
_ L,
5
3-46-7
r}yL
7-8
8 -9
60-
154
60, _ja.L
-.sat,
9-10
Ci�
`a•�-
5.t -.C�
SK -SA.�
10 -+
71r Ccw 1
rri T.T-L-
m_LI
_
Borings made by:
Signature & Title:
r
I

1509
10d
99 1510' C,
ov,
loo
Iq
im
CQ
85
&I c
?07

� 10
ZOPD

Operator: Tommy Johnson County:
Columbus
Date:
04/09/97
'°ems the site evaluation been completed & approved:
Yes
1. AVERAGE LIVE WEIGHT (ALM
0 sows (farrow to finish)
x
1417 lbs. =
0 Ibs
0 sows (farrow to feeder)
x
522 Ibs. =
0 Ibs
0 head (finishing only)
x
135 Ibs. =
0 Ibs
0 sows (farrow to wean)
x
433 lbs. =
0 Ibs
3200 head (wean to feeder)
x
30 Ibs. =
96000 Ibs
Describe other:
0 Ibs
Total Average Live Weight = 96000 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 24000.0 cubic feet
', TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 160.0
Inside top width (feet)--------------------- 220.0
Top of dike elevation (feet) — — — — — — — — — — — — — — — — — 54.60
Bottom of lagoon elevation (feet) — — — — — — — — — — — — 43.30
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 3.0 154.0 214.0 10.30
AREA OF TOP
LENGTH * WIDTH =
154.0 214.0
AREA OF BOTTOM
LENGTH * WIDTH =
92.2 152.2
AREA OF MIDSECTION
LENGTH * WIDTH * 4
123.1 183.1
32956 (AREA OF TOP)
14033 (AREA OF BOTTOM)
90158 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
32956 90158 14033 1.72
Total Designed Volume Available = 235436 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width) + Surface area of connecting waste facility
160.0 220.0 0.0
35200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 35200.0 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 = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of excess water
Volume = 643.6 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 15488.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.7 inches
Volume = 8.7 in * DA / 12 in. per ft. = 25373 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 25373 cubic feet
5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 44000 cubic feet

5E. Additional v �
me as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444 cubic feet
'•
5B.
15488 cubic feet
5C.
25373 cubic feet
5D.
44000 cubic feet
5E.
0 cubic feet
;.
TOTAL
108305 cubic feet
6. SUMMARY
k.
Terrmoorary storage period_
Rainfall during wettest period of storage===>
Evaporation during storage period = _ _ _ _ _ _ _ _ _ _ >
25 y4ar — 24 hour rainfall ______--- __________>
Newsy rain___________________
Freeboard___________________________
Sidetlopes_____________________
Insidetop length========================
Insidetop width========================
Emejgency spillway elevation(if planned) = = = = >
Top f dike elevation=====================-
Bottom of lagoon elevation==================
Top of sludge elevation==============------
Total required volume===============
Actual design volume===============------
Seasonal high watertable elevation (SHIM') _ _ _ >
Stop pumping elev.======================
Muftbe> or= to the SHWT elev.========= =>
Mu§t be > or = to min. req. treatment el.=>
Min. Required treatment volume= = = = = = = = = = = = = = >
Volume at stop pumping elevation============>
StarGpumping elev.======================
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall = _ _ _ >
Volutne at start pumping elevation = = _ _ _ = = = = = = >
Required volume to be pumped================
Actual OY1 planned to be pumped= _ _ _ _ _ _ _ _ _ >
Min.athic ne of oil linerwhen required==>
7. DESIGNED BY: ROVED BY:
DATE:
180 days
8.7 inches �V
0.0 inches
7.5 inches,*
7.5 inches I
1.00 feet
3.0 . 1
160.0 feet
220.0 feet
-53.-60-feet-
54.60 feet
43.30 feet
44.88 feet
228305 cu. ft.
235436 cu. ft.
49.20 feet
49.70 feet
49.20 feet
49.30 feet
96000 cu. ft.
98938 cu. ft.
52.20 feet
191436 cu. ft.
191429 cu. ft.
64305 cu. ft.
68441 cu. ft.
1.5 feet
S ke_e T —

1
��p$$QAilp0o00gpo
SEAL
16415
7. DESIGNED'BY: APPROVED BY:
PATE: DATE: 4//�Iy 7
COMMENTS:
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction, kical
o and soils investigations by Brown's of Carolina, Inc. unless otherwise noted. Brown's of
Carolina tec. specialist is responsible for excavation and fill calculations and for nutrient
management .plan. Engineer shall be notified of any changes and or site discrepancies found during
construction efore proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required bull or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel isjsponsible for contacting engineer for construction inspections as necessary to confirm
quality of linmaterials and construction. Engineer will conduct final inspection upon notification, and
shall determithe requirements for permeability testing (quantity and location).
OTHER SIT& -SPECIFIC NOTES: D { p ' k , -� — o �a� e �/4.,� / a,1� '/ 4-r 7[ 6/
C N 1irPt fin, baL�o
:
p I ram._ ��r ST�+ccY4/x� i�9i:�a
e-Gon.�..v� cw/^ 1�C 2..a �_ r.�� r iD�� A7 X /J 4 ks _- 4-4"d" on a..., ,.st

• HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
wner Xf}7iLg tf /piyl,�wti �/Offi1/Soitl .firs' / Counry GbGUh7rd US
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam LI
W. Ft. Length of Flood Pool 2Zd Ft.
Date of Field Hazard Investigation �/— 7
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
I
*1 Est Elev. Est Elev.
Reach Length Width Slope Land Kind of Improvements of Breach
Use Improvements Above Flood Floodwater Above
Plain Flood Plain
Ft Ft % Ft. Ft
1 � I
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
t
Ak ?aT"77A-I- FotZ Goss of LIF£ oe- Sri c, vets'
/T,a ra 1t 0 0 T �a r f Zr/x 4,
Hazard Class' ion of Dam d, c) (see NEM-Part 520.21)
Dam Clas c on `A III, IV, V) o? 3 may, jG
LOA
�) U (title)
Concurred By
(tee) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
3
Date T- %— 1
Date 4-/2 97
0
i

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service must have a hazard
classification assigned by the person responsible for approving the design. Most farm ponds, except
in borderline cases, can be classified after"a complete field investigation without assuming failure and
maldng breach studies. This data sheet is to be used for recording the information obtained through
field studies and for documenting the hazard classification. Where there is a possibility for the loss
of life or major property damage from a dam failure, an approved breach routing procedure is to be
used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of
damage that would result if the dam should suddenly breach that is a section of the dam be suddenly
and completely washed out. It is to be assumed that a wall of water will be released equal to the
height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated
for a sufficient distance downstream until the estimated flood level will not cause significant damage
to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level
will be reduced depending on the valley storage, slope, and openness of the flood plain; however,
in a narrow steep valley slopes steeper than 10% should be given special consideration. One method
of evaluation is to compare available valley storage (under flood conditions) to impoundment storage
(figured to the top of the dam) for each reach evaluated with a judgment estivate made of the flood
wave height at all critical points downstream.
Should there be any questions about the hazard classification for a dam, the area engineer should be
consulted before making design commitments.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be jompacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity*of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN 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 NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil;,liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
-------i -----
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 specified, the contractor shall construct an observation trench
... along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
--------1-------
During cidnstruction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a.maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the desi%n requirements. Any tests and certification should be
,.,� performed by a certified laboratory.

,717�
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 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
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.

Operator: Tommy Johnson
County: Columbus
vate:
04/09/97
S r rE-FL
Has the site evaluation been completed & approved:
Yes
i . AVERAGE LIVE WEIGHT (ALM
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
3200 head (wean to feeder)
x
30 lbs. =
96000 Ibs
Describe other:
0 lbs
Total Average Live Weight =
96000 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 24000.0 cubic feet
4. TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet) - - - - - - - - - - - - - - - - - - - --
Inside top width (feet) - - - - - - - - - - - - - - - - - - - - -
Top of dike elevation (feet) - - - - - - - - - - - - - - - - -
Bottom of lagoon elevation (feet) -- - - - - - - - - - -
Freeboard (feet) - - - - - - - - - - - - - - - - - - - - - - - -
Emergency spillway depth of flow(feet) - - - - - - -
Side slopes (inside lagoon) - - - - - - - - - - - - - - - - - -
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 124.0
AREA OF TOP
LENGTH * WIDTH =
24.0 269.0
AREA OF BOTTOM
LEN TH * WIDTH =
IF
s2.8 207.8
AREA:OF MIDSECTION
LENGTH * WIDTH * 4
93.4 238.4
130.0
275.0
52.60
41.40
1.00
0.00
3.0: 1
WIDTH DEPTH
269.0 10.20
33356 (AREA OF TOP)
13050 (AREA OF BOTTOM)
89066 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BUTTOM] * DEPTH/6
33356 89066 13050 1.70
Total Designed Volume Available = 230303 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
130.0 275.0 0.0
35750.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet
TOTAL DA 35750.0 square feet
Design temporary storage period to riod to b e
5A. Volume of waste produced
Describe this area.
Feces & urine production in gal./day per 135 lb. ALW
Volumb = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of exdbss water
Volume = 643.6 gallons/day
•s•
Volumg = 15488.0 cubic feet
5C. Volume of rainfall in excess of evaporation
180 days.
1.37
180 days
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
i 180 days rainfall = 8.7 inches
Volume = 8.7 in * DA / 12 in. per ft. = 25919 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 25919 cubic feet
. Volume of 25 year 24 hour storm 7.5 in.
Yolume of "Hea�;y Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 44688 cubic feet

BE. Additional volume as follows:
0
TOTAL REQUIRED TEMPORARY STORAGE
5A
23444 cubic feet
5B.
15488 cubic feet
-5C.
25919 cubic feet
5D.
44688 cubic feet
BE.
0 cubic feet
• TOTAL
109538 cubic feet
SUMMARY
Temporary storage period= = == = = = = =
Rainfall during wettest period of storage===>
Evaporation during storage period >
25 ye6r — 24 hour rainfall===== >
Heavy rain====================
Freeboard = = = = = = = = = = = = = = = = = = = =
Side stopes==== ======== ===== ===
Inside7top length==== ======== ==== ==
Inside top width===================
Emergency spillway elevation (if planned) = = = = >
Top of dike elevation=====================:
Bottom of lagoon elevation==================
Top qfsludge elevation====================
Total required volume====================,
Actual design volume=====================
Seasonal high watertable elevation (SHWT) >
Stop pumping elev.=== = ==
Must be > or = to the SHWT eIev.========= =>
Must ;be > or = to min. req. treatment el. >
Min. Ffequired treatment volume= >
Volume at stop pumping elevation >
Start pumping eIev.===== ======== === =
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====>
Volum; at start pumping elevation= = = = — = = = = = = >
Required volume to be pumped=====
Actual volume planned to be pumped= = = = = = = = = = >
Min. thicY*sA soil liner when required= = >
11
7. DESIGNED BY:
h
ir'APPROVED BY:
/loci
DATE:
7
180 days
8.7 inches
0.0 inches > Ne
7.5 inches
7.5 inches
1.00 feet
3.0:1
130.0 feet
275.0 feet
----547604e@t-
52.60 feet
41.40 feet
43.07 feet
229538 cu. ft.
230303 cu. ft.
47.60 feet
47.83 feet
47.60 feet
47.40 feet
96000 cu. ft.
96551 cu. ft.
50.19 feet
185615 cu. ft.
185581 cu. ft.
64851 cu. ft.
64916 cu. ft.
1.5 feet
f7 e--

Q
a
SEAL a
c
16,415
ORY S`me•
FrooAe+o�d°°�0
r
7. DESIGNV) APPROVED BY:
DATE: DATE: 4/1 2/% 7
CONM ENT,S;
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction' Site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted. Brown's of
Carolina technical specialist is responsible for excavation and fill calculations and for nutrient
management :plan. Engineer shall be notified of any changes and or site discrepancies found during
construction before proceeding. Brown's of Carolina is responsible for site layout, and shall verify all
required buffers or setbacks and the absence of subsurface tile drains. Owner and/or Brown's of Carolina
personnel is ' responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification, and
shall determine the requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES: .So e o k223,c�,,,+ Sp;�es �. a (�d!s,_
v(1�t 4_/BOSS.ti?r4� Ktr� /'�,��
i� � blZ �{� 0 4- e T�
�—�
E ti a a• ±- A n r a t a�- _ X, 44 -r a.r a c-. -4- a 4 a 4, ,u e -L
�; C- ,04 /V ' s1�70.r1�� � 7^�Oti

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATZfff-PREPARATION:
-------- -------------
The foundation area of the lagoon embankment and building pad shall be
cleared'bf trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike!.and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free 4f 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 bd'brought up in approximately horizontal layers not to exceed 9
inches ih thickness when loose and prior to compaction. Each layer
will be.compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of.+;he fill. Clayey soils shall be compacted with a "sheepsfoot"
or tampi*4,roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For thell'Ambankment, use the more impervious materials from the required
excavatAns. Construction of fill heights shall include 5 percent for
settlemedt. Dikes over 15 feet in height and with an impoundment
capacitylof 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'tconstructed height to the downstream toe of the dike.
s
Precautions shall be taken during construction to prevent excessive
erosion .and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ 9; -------------------------------------------------
:.•
NOTE: LI RS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTEIIED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When area[s,of unsuitable material are encountered, they will be over-
excavatecl below finish grade to the specified depth as measured
perpendi Oular to the finish grade. The foundation shall be backfilled
as specii.ed to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO'THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERAVIONS.

t
SHEET 2 OF 3
Soil linter material shall come from an approved borrow area. The
minimumovater content of the liner material shall be optimum moisture
content Qhich relates to that moisture content when the soil is kneaded
in the hnd it will form a ball which does not readily separate. Water
shall bea: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 maxi um water content relates to the soil material being too wet
for effi�ient use of hauling equipment and proper compaction. Proper
compactibn of the liner includes placement in 9 inch lifts and
compacted' to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight;.'ok the liner material unless otherwise specified. When smooth
or harcl,,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 sequ&nce of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil„liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
includedi,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.
VEGETATIdN:
-------- ; -
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion accdrding to the seeding specifications. Topsoil should be placed
on areaslof the dike and pad to be seeded. Temporary seeding or mulch
shall be'lused 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 QF EXISTING TILE DRAINS

When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
w
and the side slopes shall be 1:1 or flatter. When tile drains are
encountejred, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
reroutedtaround the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM A_VD EDGES
�-, The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITYI ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspectot as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a -maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test -results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

AREA TO BE SEEDED:
SEEDING SPECIFICATIONS
----------------------
2.0 ACRES
USE 'gHE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
00.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. "PENSACOLA" BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 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
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
lb SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
20P0.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 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.
APPL14 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.

•
HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
LandownerAbCg 0oi►r l�oi`fit%SQ� SjiiC�'_ CountyU�f1yS
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool 2-73" Ft.
.Date of Field Hazard Investigation — 9— 9
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
• Est. Elev. Est Elev.
Reach Length Width Slope Land Kind of Improvements of Breach
Use Improvements Above Flood Floodwater Above
Plain FIood Plain
Ft. I Ft % Ft. Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
3 s'�v - ¢v-vd � ^Y✓ice... /�`"'i! � tK 2.
Hazard CIassification of DamDamna, b c ,) (see NEM-Part 520...1)
Dam Classific io (I, fi:) a L IV, V) Z 30303
By
(title)
Concurred By -
(name) (title)
0.
�. NOTE: 1. instructions on reverse side.
2. Attach additional sheets as needed.
C44. b:
Date �'— f - 9 7
Date7

All dams built with technical assistance from the Soil Conservation Service must have a hazard
classification assigned by the person responsible for approving the design. Most farm ponds, except
in borderline cases, can be classified after a complete field investigation without assuming failure and
making breach studies. This data sheet is to be used for recording the information obtained through
field studies and for documenting the hazard classification. Where there is a possibility for the loss
of life or major property damage from a dam failure, an approved breach routing procedure is to be
used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of
damage that would result if the dam should suddenly breach that is a section of the dam be suddenly
and completely washed out. It is to be assumed that a wall of water will be released equal to the
height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated
for a sufficient distance downstream until the estimated flood level will not cause significant damage
to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level
will be reduced depending on the valley storage, slope, and openness of the flood plain; however,
in a narrow steep valley slopes steeper than 10% should be given special consideration. One method
of evaluation is to compare available valley storage (under flood conditions) to impoundment storage
(figured to the top of the dam) for each reach evaluated with a judgment estivate made of the flood
wave height at all critical points downstream.
Should 4here be any questions about the hazard classification for a dam, the area engineer should be
consulted before making design commitments.

NOTICE OF INTENT
THIS LITTER IS TO SERVE AS WRITTEN NOTICE TO ADJOINING PROPERTY
OWNERS OF THE INTENT TO CONSTRUCT. THIS NOTICE IS PART OF NC SENATE
BILL 1217, WHICH CARRIES OUT MANY OF THE TECHNICAL GUIDELINES AND
SITTINt3 REQUIREMENTS AS RECOMMENDED BY THE BLUE RIBBON STUDY
COMMISSION ON AGRICULTURAL OPERATIONS. THIS NOTIFICATION IS TO
PROVIDE ADJOINING PROPERTY OWNERS WITH FOLLOWING INFORMATION:
1. NAME %d /':'!I'yt 4/OffJ✓cf0�
ADDRESS
2.
3.
4.
5.
TYPE OF FARM EJ - reZ0ER ,Sc )/AlC
DESIGN CAPACITY A �{od
TECHNICAL SPECIALIST PREPARING THE WASTE MANAGEMENT
PLAT.
NAME
ADDRESS py L �j¢ f /�_ /t/G ao
SOIL AND WATER CONSERVATION DISTRICT OFFICE
COUNTY L
ADDRESS
�rfr7�Yi c-c-� f �r/G 2 7L.
WRITTEN COMMENTS MAY BE SENT TO THE DIVISION OF
ENVIRONMENTAL MANAGEMENT DEPARTMENT OF ENVERONMENT,
HEALTH, AND NATURAL RESOURCES
DEM
PAST OFFICE BOX 29535
4.ALEIGIi NC 27626-053 5

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to s to conditions, weather, flushing operations, and the amount
of freshwater added to the system.
The deb Ved temporary,storage consists of 180 days storage for:
(1) was&'',from animals and (2) excess rainfall after evaporation. Also
include'ai is storage for the 25 yr - 24 hr storm for the location and a
heavy in factor. The volume of waste generated from a given number
of anim s will be fairly constant throughout the year and from year to
year, b t.excess rainfall will vary from year to year. The heavy rain
factor 'd 25 yr rainfall will not be a factor to consider in an annual
pumping"�Cycle, but this storage volume must always be available.
The wasi#e produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintainthe liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevati&is 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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.19 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 47.83 . This temporary
- storage less 25 yr and heavy rain contains 64916 cubic feet or
485575 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All' surface runoff is to be diverted from the lagoon to stable
"^ outlets.when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

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, 2024, 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, 2024.
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. Certificate Of Coverage Number: AWS240109
2. Facility Name: Mark and Tommy Johnson
3. Permittee's Name (same as on the Waste Management Plan): Mark Johnson
4. Permittee's Mailing Address: PO Box 149
City: Evergreen State: NC
Telephone Number: 910-770-9945 Ext. E-mail:
5.
Facility's Physical Address:
City: Evergreen State: NC
6.
County where Facility is located: Columbus
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"):
Murphy -Brown LLC
10.
Operator Name (OIC): Thomas Ray Johnson H
Phone No.: 910-770-2772
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
6,400
Operation Types:
Swine Cattle
Dry Poultry
Wean to Finish Dairy Calf
Non Laying Chickens
Wean to Feeder Dairy Heifer
Laying Chickens
Farrow to Finish Milk Cow
Pullets
Feeder to Finish Dry Cow
Turkeys
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
Zip: 28438-0331
Zip: 28438
OIC #: 28707
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
Lagoon
4/9/1997
Full, clay
235,436.00
35,200.00
27.00
2
Lagoon
4/9/1997
Full, clay
230,303.00
35,750.00
27.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
£ 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, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): '� Y!N `\p�hSlu rl
Signature:
Name (Print):
Signature:
Name (Print):
Signature: _
Title: DU-0rNQ--C
Date: 3
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636