310128_Application_20240402

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, ail 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 ver I& all information and make any necessary corrections Below.
Application must be signed and dated by the Perminee
i . Certificate Of Coverage Number. AWS310128
2. Facility Name: C & C Livestock
3. Permittee's Name (same as on the Waste Management Plan): C & C Livestock LLC
4. Permittee's Mailing Address: 313 Cr Edwards Rd
City: Beulavilie State: NC
Telephone Number; 910-375-0199 Ext, E-mail:
5. Facility's Physical Address: 428 Bear Pond Rd
City: Richlands State: NC
5. County where Facility is located: D_ uplin
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 (QIC): Dennis John Simmons Phone No.: 910-271-3979
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation 7' es•
5i i
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
CAttie
Dairy Calf
Dairy Heifer
Milk Cow
DryCow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
6,120
Dry Pnultrr
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Ilion Laying Pullet
Layers
Zip: 28518
Zip: 28574
01C #: 1008783
giber -lypes
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)
Capacit)
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2717
Lagoon
&911992
Full. clay
839.289.00
87,120,00
19.50
2718
Lagoon
51911996
Full. clay
536.629.00
78,408.00
19.50
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 sl2ecialist, containing:
a. The method by which waste is applied to the dicntns =1 fields (e.g. irrigat;on, inject"son, 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 held
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 MRCS 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. (Is
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): AAA-lrr 11-104 AItfl*A11�dlf•4 Title:
Signature: Date:
Name (Print): itFie.�1� A40a tJrIM&4AId Title:
Signature: C Date:
Name (Print):
Signature:
Title:
Date:
/1itlr4�
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.operations@..deq.ne.gov
NCDEQ-DW R
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Murphy -Brown, LLC 5/2/2006 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 26398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
P&F= F � 1
T �am1� 4 0 L
County: Du lin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 6120
Storage Ijtructure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
L1W I �X
I L, , rj
Y�C� I ai
l
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:
Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. ❑o not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
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 specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission,
AMOUNT OF WASTE PRODUCED PER YEAR. ( gallons, ff, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gal/yr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
Wean to Feeder
223 gallyr
gallyr
6120
Feeder to Finish
986 gallyr
6,034,320 gallyr
Total 6,034,320 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibslyr
Ibslyr
Farrow to Feeder
6.5 Ibslyr
Ibslyr
Farrow to Finish
25 Ibslyr
Ibslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
6120
Feeder to Finish
2.3 Ibslyr
14,075 Ibslyr
Total 14,076 I bs/yr
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: 40.27
Total N Required 1st Year: 14094.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 14,094.50
Total Nitrogen Produced by Farm: 14,076.00
Nitrogen Balance for Crops: (18.50)
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.
2of8

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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 definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on 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
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue - Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.6 lbs N / cwt
2.4 lbs: N / bushel
4.0 lbs; N / bushel
40 lbs N / acre / yr
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:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT rlanimal Farm Totall r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
6120 Feeder to Finish 0.36 2203.2
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 2203.2 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 11016 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 36 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 88.128 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 application
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 26 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 fallowing is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
* inches
2224
PPI
FoA
C
0.5
1
2224
PP2
FoA
C
0.5
2224
5
FoA
C
0.5
1
2224
5
FoA
C
0,5
1
2224
8
FoA
C
0.5
6of8

Additional Comments:
This plan documents the conversion of two fields from reel pulls to center
pivots.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: P&E Farms 1&2
Owner: Phillip Gurganis
Manager:
Owner/Manager Agreement:
I/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.
Ywe 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 ❑n 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: Phillip Gurganis
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address
Telephone:
Signature:
Kraig Westerbeek
Murohv-Brown. LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NO28398
(910) 293-, 434
Date
Date
MXV

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, MRCS 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 ❑rder to control odor and flies.
8 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.
1 E 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 Forth Carolina regulations.
3 of 3

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Operator: Phillip Gurganus
County:__
Duplin
Date:____ ________ ________ ________ ________>
01/00/00
Site Evaluation approved (yes or no)========>
cf/lb
sows (farrow to finish):===
1.00
sows (farrow to feeder): eder):===
0.67 RETURN TO
head (finishing only):====_
3672 1.00 CELL P1
sows (farrow to wean):-----_==_-w-----------a
0.67 ALT-B
head (wean to feeder);===== --------========>
1.00
head (gilt development):====================>
1.00 TO PRINT
head (boar/stud):
0.50 ALT-P
Ave. Live Weight for other operations(lbs.)=>
Treat. Vol. for other operations(cu ft/Ib)==>
0.00 O&M PLAN
Approx. 5 yr accum. sludge storage(cu. ft.)=>
124848 NO SLUDGE ALT-O
Additional sludge stor. if desired(cu. ft.)=>
LT-D
25 Year • 24 Hour Rainfall
7.5 CONSTRUCT
Heavy Rain(in.)==___________________________�
SPECS.
Rainfall during storage period (in.)========>
7.0 ALT-A
Evaporation during storage period (in.)=====>
0.0
Drainage area of buildings & lots (sq. ft.)=>
SEEDING
Surface area of connected waste facility(SF)>
SPECS.
Volume of excess fresh water (galIons/ day)==>
0.0 ALT-S
Temporary storage period (days)=============>
180
Additional temp. stor. vol. needed(cu. ft.)=>
TO CLEAR
Additional treat. volume needed (cu. ft.)===>
ALT-C
Freeboard
(:0
If emer. spillway insert depth of flow(ft.)=>
0.00 TO QUIT
Side slopes (inside lagoon):==========-=====>
3.0 : 1 LOTUS
Inside top length
375.0 ALT-Q
Inside top width
265.0
Top of dike elevation
46.00
Bottom of lagoon elevation
34.00
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ==---===> 861704
cu. ft.
Actual design volume:====== ========> 839289
cu. ft.
Total required sludge storage vol.=> 124848
cu. ft.
Sludge storage based on trial elev=> -739806
cu. ft.
Top elev. of sludge by trial and error======>
0.00 -34.00 ft. thick
NOTE: Increase the min. req. stop pumping el.
when necessary to maintain a min. 4 ft. liquid treatment depth
Stop pumping el.(> or = to 0.00 ft.SHWT)>
41.00 ft.
(> or = to 40.00 ft.Min.)
41.00 ft. liq.
Min.Required treatment volume: 495720
cu. ft.
Vol. at stop pump el. above sludge: 1226187
cu. ft.
Start pumping
44.35 ft.
Volume at start pumping elevation: 777961
cu. ft.
Act. vol. less 25yr. and heavy rain: 777180
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 179027
cu. ft.
Actual volume to be pumped:==> 291580
cu. ft.
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3perator:Philli,p Gurganus County: Duplin
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 06/04/92
1300.0 feet
0
sows
(farrow to finish)
x
1417
lbs.
0
sows
(farrow to feeder)
x
522
lbs.
3672
head
(finishing only)
x
135
lbs.
0
sows
(farrow to wean)
x
433
lbs.
0
head
(wean to feeder)
x
30
lbs.
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) _
Z. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
- 0 lbs
0 lbs
495720 lbs
= 0 The
0 lbs
495720 lbs
Volume = 495720 lbs. SSLW x Treatment. Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet Not computed at landowner's request
TOTAL DESIGN VOLUME Sludge will be removed as needed.
Inside top length 375.0 feet, ; Inside tap width 265. 0 feet
Top of dike at elevation 46.0 feet
Freeboard 2.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 44.0 feet
Bottom of lagoon elevation 34.0 feet
Seasonal high water table elevation 33.5 feet.
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 363.0 253.0 10.0
AREA OF TOP
LENGTH * WIDTH =
3G3. 0 253.0 91839. 0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH WIDTH =
303. 0 193.0 58479.0 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
333.0 223.0 297036.0 ( AREA OF MIDSECTION 4 )
CU. FT. = [AREA TOP
+ (4*AREA MIDSECTION)
- AREA BOTTOM]
DEPTH/6
91829.0
297036. 0
58479.0
1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 745590 CU. FT.

SCS-fNG-538 U. S. DEPART1AFINT OF AGRICULTURE
key. 5_70
SOIL CONSERVATION SERVICE
s�
SOIL INVESTIGATinN Tn f1FYFRf■IINF Cl IITARIf 1TV 0r7 DOnonc-rn r,.,, — _._—
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L410
FAIMER'S NAME DISTRICT
DATE COUNTY
• • SHEET NO, WORK
WATERSRU) AREA MEASUREMENTS
•• ■ —ACRES PASTURE —ACRES
WOODLAND- TOTAL -ACRES '! ■ !•K777U:NIT CONSERVATIONIST
SKEI"r-H OF PROPOSED'POND SHOWING WHERE BORINGS WERE E (Approy- acale Iff
Locau reference point in rrnler fine of dam and
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! TYPES ❑1= MATERIAL ENCOUNTERED IN BORINGS
t (Use one of systems below)
UNIFIED CLASSIFICATION
GW - Well graded gravels; grave[, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW - Well graded sands; sand -grovel mix
SP -Poorly graded sands
Shi -Silty sand
SC -Clayey sands; sand -clay mixtures
ML-Silts; silty, v. fine sands; sandyorclayey silt
CL-Clays of low to medium plasticity
CH - Inorganic clays of high plasticity.
MH -Elastic silts
OL- Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity.
• USI]A CLASSIFICATION
g- gravel
s - sand
vfs - very fine sand
sl-sandy loam
fsl -fine sandy .loam
1-loam •
gl -gravelly loam
si-silt
s31-silt loam
cl -clay loam
sici-silty clay loam
scl- sandy clay loam
sic -silty clay
c -clay
1. Suitable material for embatilmeni i9 available ErYea • 0 No findkare where rows a on rh. s&efch oK
rrusru s1dcJ
REMARKS:
{New' ar�ryr arOvn! Soi� ovr 3r lipi1t ��
necd�—
b t crs� w'aftrjaj. Cv•{ tore +rend' 0.vt VV_d cf'kQ }
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2. Explain hazards requiring special attention in design (See3-ve. Apww_roc,E cal
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GENERAL REI+TARKS:
No S:,f ,f

ri !
TEtPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
275.0 265.0 99375.0 square feet
Buildings ( roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 99375.0 square feet
Design temporary storage period to be 180 days.
iA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs. SSLW * CF of Waste/Lh./Day 160 days
Y
Volume = 121058 cubic feet
iB. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
160 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 57968.8 cubic feet

5D. Volume of 25 year _ 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 62109.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
121058
cubic
feet
58.
0
cubic
feet
5C.
57969
cubic
feet
5D.
62109
cubic
feet
TOTAL 241136 cubic feet
S. SUMMARY
Total required volume 736856 cubic feet
Total design volume avail. 745590 cubic feet
et Min. req. treatment volume plus sludge accumulation 495720 cubic fe
At elev. 41.2 feet ; Volume ; is 50266G cubic feet ( end pumping)
Total design volume less 25yr-24hr storm is 683481 cubic feet
At elev. 43.3 feet ; Volume is 682204 cubic feet (start pumping)
Seasonal high water table elevation 33.5 feet
7. DESIGNED BY: Cy cr APPROVED BY:
DATE: DATE:2-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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wvp!O.j

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: AWS310128
2. Facility Name: C & C Livestock
3. Pennittee's Name (same as on the Waste Management Plan): C & C Llvestouk LLC
4. Permittee's Mailing Address: 313 Cr Edwards Rd
City: Beulaville State: NC
Telephone Number: 910-375-0I99 Ext. E-mail:
5• Facility's Physical Address: 428 Bear Pond Rd
City: Richlands State: NC
d. County where Facility is located: Dupiin
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"): ..Brown LL
to. Operator Name (OIC): Dennis John Simmons Phone No.. 910-271-3979
11, Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
ovemlion Tvnes.
Allowable Count
C 120
Zip: 28518
Zip: 28574
01C ##: 1008783
ice
Cattle
Dr Poulin
Other t►•oes
Wean to Finish
Dairy Calf
Non Laying Chickens
Ilorses - Ilorses
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 Cots
Wet Poultry
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
Estimated
Liner Type
Estimated
Design Freeboard
Structure
(1.agoonlDigesterl
Date
(Clay. Synthetic,
Capacity
Surface Area
"Redline"
Name
WSP)
Built
Unknown)
(Cubic Feet)
(Square Feet)
(Inches)
2717
lagoon
6/9/1992
Full, clay
839-289.00
87.120.00
19.50
2718
Lagoon
5/9/1996
FulL clay
5X629.00
78.408.00
19.50
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.]UC(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), sinned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the-1knogal fields (e.g. irrigation, insection, 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 143-215.6B, 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 S10,000 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 co
orporation, signature should be by a principal executive officer of the corporation)-
A.� Name (Print): MI-e li IAl dl*f eo.A�
Signature:
Name (Print): 01#i 111d &
Signature: I -A-
Name (Print):
Signature:
Title:
AWAY
Date:d
Title:
Date:
A6,
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
Growers):
Farm Name:
5/2/2008 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
County: Duplin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 612D
Storage Structure:
Storage Period:
Application Method:
Ca ct��.e
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 potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DVVQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
5. 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 cn 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 specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff, tons, etc.). -
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gallyr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gallyr
gallyr
Wean to Feeder
223 gallyr
gallyr
6120
Feeder to Finish
986 gallyr
6,034.320 gallyr
Total 6,034,320 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitra en Produced per Animal Total
Farrow to Wean
5.4 lbslyr
Ibslyr
Farrow to Feeder
6.5 1bslyr
Ibslyr
Farrow to Finish
26 Ibslyr
lbslyr
Wean to Feeder
0.48 Ibslyr
Ibslyr
5120
Feeder to Finish
2.3 Ibslyr
14,076 Ibslyr
Total 14,076 Ibslyr
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: 40.27
Total N Required 1st Year: 14094.5
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 14,094.50
Total Nitrogen Produced by Farm: 14,076.00
Nitrogen Balance for Crops: (18.50)
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,
sail characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

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m
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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 definately 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 1 unit yield
A
Barley
1.6 lbs; N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 Ibs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N 1 bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N I lbs lint
G
Fescue - Grazed
50 lbs N 1 ton
H
Fescue - Hay
50 lbs N 1 ton
I
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N 1 acre
L
Small Grain - Hay
50 lbs N 1 acre
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N ! bushel
0
Soybean
4.0 lbs N 1 bushel
P
Pine Trees
40 lbs N / acre 1 yr
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-
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANT rlanimal Farm Totall r
Farrow to Wean 0,84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
6120 Feeder to Finish 0.36 2203.2
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 2203.2 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 11016 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 36 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 86.128 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 application
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 -
Cal I 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
Hydrant
T e
Cro
inlhr
* inches
2224
PP1
FoA
C
0.5
1
1
2224
PP2
FoA
C
0.5
2224
5
FoA
C
4.5
2224
6
FoA
C
D.5
1
2224
8
FoA
C
0.5
6 of 8

Additional Comments:
This plan documents the conversion of two fields from reel pulls to center
pivots.
MIT &

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farms: P&E Farms 1&2
Owner: Phillip Gurganis
Manager:
OwnerlManager Agreement:
I/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
;
Signature.
�
Phillip Gurganis
c
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist
Affiliation
Address
Telephone:
Signature:
Kraig Westerbeek
Murphy -Brown, L_L-C.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NO 28398
r 918 293- 34
5
Date
Date
Date
DIM

NUTRIENT UTILIZATION PLAN
REQUIRE❑ 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.
Z 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 togs 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 ❑ffce 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 ❑n 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.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRE❑ 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 ❑omestic 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 he 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.
3 of 3

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY MWO) silo- 3,15-
EMERGENCY MANAGEMENT SERVICES (EMS) Act 6 - aii p-,
SOIL AND WATER CONSERVATION DISTRICT (SWCD) c7Lq - ';u3c:•
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 40 - a C'
COOPERATIVE EXTENSION SERVICE (CES) Dq (0 _ a-1 ki --
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters x
leave your property to consider that you have a problem. You should make every effort :o
ensure that this does not happen. This plan should be posted in an accessible lowkin
for all employees at the facility. The following are some action items you should take.
9. 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 - possibis solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rats.
c) Stop all flow to the lagoon Immediately.
d) Call a pumping contractor,
e) Make sure no surface water is entering lagoon.
S. Runoff from waste application field -actions 2nt:luds:
a) Immediately stop waste applkation.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
c) Close valves to eliminate further d1schwoo.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop Irrigation pump.
e) Make sure siphon occurs.
d) Stop all flow In the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this Is seepage as opposed to flawing leaks -
possible action:
a) Dig a small sump or ditch from ft embankment to catch all seepage, put In a submersi 3Ic
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact ►rf€h a clay type soil.
c) Have a professional evaluate the candlt)on of he side walls and the lagoon bottom as say 7
as possible.

Assess the extent of the spill and note any obvious damages
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
9. Are potable water wells to danger (either on or of fe propertyj?
h. How much reached surface waters?
3. Contact appropriate agencies,
a. During normal business hours call your DWQ regional office; Phone #f, Alter hot. -s,
emergency number: [phone]. Your phone call should include: your name, foci! ty
number, telephone number, the details of the incident from item 2 above, the exact local! )n
of the facility, the location or direction of the movement of the spill, weather and 'Ni id
conditions. The corrective measures that have been under taken, and the seriousne:,s of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCO office phone number and the local MRCS
office for advice 1 technical assistance phone number,
4. If none of the above works sail 911 or the Sherif€'s Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize of(site damage.
a. Contractors Name: Mu!phy Family Farms
b. Contractors Address: P.O. Box 759. RoOL-lill. NQ_28458
c . Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc,)
a. Name: Kraio Westerbeek
b. Phone: (910) 289 - 21111
Implement procedures as advised by DWQ and technical assistance agencies to rectify th a
damage, repair the system, and reassess the waste management plan to keep problems
With release of wastes from happening again.

Wrslon —Nova m ber 26, 2018
Mortality Management Methods
Indicate which ►nethod(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 Vetennarian.
Primary Secondary Routine Mortality
❑aft 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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC ❑EQ under GS 15A NCAC
13B .0200.
0 ❑ 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. 106-549,70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
71 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
[)!vision 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.
Lam► 2126119
5ignature of Farm Own erjManager Date
�w -.reF---- - _..---
Signature of Technical Specialist
2/26/19
Date

Operator: __---_— _=_________ _ _ _ �HILLIP GURGANUS
County: = _
08/24/96
Dist.to nearest residence (other than owner):
sows (farrow to finish): _ = = —_- __-
sows {farrow to feeder}: eder}: = _ = === =__=== = _ _ _ _ = =>
head {finishing only}:--==_
Sows (farrow to wean): = _ = = _
head {wean to feeder}:== --_
Ave. Live Weight for other operations(lbs.) = >
Storage volume for sludge accum. (cu, ft.): _>
Treatment Volume (m in. 1 cu. ft./lb.) = = = = _ = = >
25 Year — 24 Hour Rainfall (in.) = = = = _ = = _ = = _ = >
Rainfall in excess of evaporation (in.)= = = = = >
Will lagoon be designed as as irregular shape? (Y/N) Y
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gal Ions/day) = = = = = == = = = >
Temporary storage period (days)=====—_======>
Freeboard tft.}:===--====__====_=_======.
Side slopes {inside lagoon}:== = =====--====-->
Inside top length
Inside topwidth
Top of dike elevation
Bottom of lagoon elevation [ft.}:========T==>
Seasonal high water table(SHWT) elev.ft):=>
Total required volume: = = = _ = = = = = _ = = 505919 cu. ft.
Actual design volume: = = = = =_ = _ _ _ _= z 536629 cu. ft.
Stop pumping el.(> or = to 99.2 ft. SHWT)>
(> or = to 97.3 ft. Min.)
Required minimum treatment volume: 330480 cu. ft.
Volume at stop pumping elevation: 345672 cu. ft,
Start pumping
Volume at start pumping elevation: 477614rcu. ft,
Actual volume less 25yr--24hr rain: 487629 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: = = = = > 126439 cu. ft.
Actual volume to be pumped: _ _ > 131942 cu. ft.
25 Yr. Storm Storage: Required = 49000 cu. ft.
Actual = 59015 cu. ft.
Storm Storage:
ft.
,F,
11,0
7.0 jq,�
1
.o
280.0
280.0
101.❑
91.3
99.2
11
**TOTAL VOL O. K. **
106.07%
97.3 ** END PUMP TOO LOV
**TRMT. VOL O.K."
104.60%
**T.7EMP. VOL O. K.**
1 04.35%
**STORM STOR. ❑.K.**
120.44%
Top = 100.00' (Top of dike — Freeboard)
Bottom = 99.20 {Start Pump}
Storm Storage Volume by Prismoidal Method
Dims: > > Length Width
Top: 274.00 274.00 Area at top = 75076 cu. ft.
Midsection: 271.60 271.60 Area at midsection = 73767 cu. ft.
Bottom: 269.20 269.20 Area at bottom = 72469 cu. ft.
Volume = 59015 cu. ft.

Operator: PHILLIP GURGANUS County: Duplin
Date: 08/24/96
Distance to nearest residence (other than owner):
0.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
❑ sows (farrow to feeder) x 522 lbs. =
0 lbs
2448 head (finishing only) x 135 Ibs. =
330,480 lbs
0 sows (farrow to wean) x 433 lbs. —
0 lbs
❑ head (wean to feeder) x 30 lbs. —
0.Ibs
Describe other:
p lbs
Total Average Live eig t =
330.480 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330,480 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 330,480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----------------------.
280.0
Inside top width (feet)-------------------------
280.0
Top of dike elevation (feet)------------------
101.0
Bottom of lagoon elevation (feet) — — — --- — — — — — — —
91.3
Freeboard (feet)-------------------------
1.0
Side slopes {inside lag oon}=-------- --------------
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 3.0 274.0 274.❑ 8.7
AREA OF TOP
LENGTH * WIDTH =
274.0 274.0
AREA OF BOTTOM
LENGTH * WIDTH =
221.8 221.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
247.9 247.9
75,076 (AREA OF TOP)
49,195 (AREA OF BOTTOM)
245,818 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
75,076 245,818 49,195 1.4
Total Designed Volume Available 536629 Cubic Feet

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
280.0 280.0
Buildings (roof and lot water)
TOTALDA
78,400 square feet
square feet
78,400 square feet
Design temporary storage period to be 180 days
5A. Volume of waste produced
Describe this area.
Feces & urine production in gal./day per 135 lb. ALW
Volume = 330480 lbs. ALW J 135 lbs. ALW * 1.37 gal/day * 180 days
Volume = 603677 gals. or 80705 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 gallons 1 day' * 180 days storage / 7.48 gallons per CF
Volume = 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount..
180 days excess rainfall =
Volume = 7.0 in * DA / 12 inches per foot
Volume = 45,733 cubic feet
5D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 49,000 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80,705 cubic feet
5B. 0 cubic feet
5C. 45,733 cubic feet
5D. 49,000 cubic feet
TOTAL 175,439 cubic feet
7.0 inches

6. SUMMARY
Temporary storage period==== ====—=========-
Rainfall in excess of evaporation = = = = = == = = = = >
25 year — 24 hour rainfall__________________>
Freeboard==—====---===--r==—==__—__=
Side slopes_________________________=
Inside top length=== --======= ====___=--
Inside top width===--===================
Top of dike elevation==--====--==--======
Bottom of lagoon elevation===== ----=======--
Total required volume=================---=
Actual design volume=====================
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.=—=================--=
Must be > or = to the SHWT elev.======---=>
Must be > or = to min. req. treatment el. =>
Required minimum treatmentvolume=====_____=>
Volume at stop pumping elevation==--=__----_�
Start pumping elev.______________________
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.— 24 hr. rainfall==>
Volume at start pumping elevation = _ _ _ _ _ _ _ _ _ _ >
Required volume to be pumped= ______________-
Actual volume planned to be pumped=====____=>
Min. thickness of soil liner when required==>
180 days
7.0 inches
7.5 inches
1.❑ feet
3.0 : 1
280.0 .feet
280.0 feet
101.0 feet
91.3 feet
505,919 cu. ft.
536,629 cu. ft.
99.2 feet
97.3 feet
99.2 feet
97.3 feet
330,480 cu. ft.
345,672 cu. ft.
99.2 feet
487,629 cu. ft.
477,614 cu. ft.
126,439 cu. ft.
131,942 cu. ft.
1.4 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE: 90e,1 f&
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS, lagoon has been desi ned as an irregular shape.
Length and width used in the spreadsheet represent equivalent
surface area to actual design to fully account for rainfall capture.
>mA j" Tim IS, 5rn,46m PLAc ei> cus -) )+9 t p � 5m� 0,- T+e,
LAA-nn" —'ro Sepnose 7-44 a19-4 04mooe- , f3

PROJECT:
PHILLIP GUPGANUS
(FILE: ST--VL-CK.WK3)
AEP NO.:
SHEET:
1
DESIGNED BY:
JH❑
DATE:
08/24/96
CHECKED BY:
AT
DATE:
LOCATION 1 DESCRIPTION: DUPLIN COUNTY
STAGE - AREA --
VOLUME MODEL
ELEVATION
AREA
INCR. VOL.
CUMUL. VOL.
91.3
49,804
92.0
51,743
35,541
35,541
93.0
54,578
53,161
88,702
94.0
57,487
56,033
144,734
95.0
60,469
58,978
203,712
96.0
63,525
61,997
265, 709
97.0
66,653
65,089
330,798
98.0
69,855
68,254
399,052
99.0
73,131
71,493
470,545
100.0
76,479
74,805
545,350
101.0
79,901
78,190
623,540
END PUMP
= = _ _ > 97.30
FT 3510275
CU FT
START PUMP = _ _ > 99.20
FT 1 485,506
CU FT
FREEBOARD _ _ _ > 100.00
FT 1 545,350
CU FT

SHEET 1 ❑F 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----_--------------------------------
The completed excavation and earthfill shall conform t❑ the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment ❑r standard tamping roller or ❑ther equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT ❑F LINERS IN THE LINER
SECTION OF THIS -SPECIFICATION., The embankment ❑f the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 1❑ acre-feet or more fall under the jurisdiction ❑f 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 ❑F THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added t❑ 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 t❑ at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth ❑r 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 ❑f 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 ❑f compaction equipment.
The soil liner shall be protected from the discharge ❑f waste outlet
pipes. This can be done by using some type ❑f energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown ❑n a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
All exposed embankment and other bare constructed areas shall be seeded
to the planned type ❑f vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

•'� � ;:.,l:,�.•=r :pia t'�'. a'.,,,.,�rlr�. '
LAGOON SITE SOILS INVESTIGATION
PROJECT: 17yr�
FIELD INVESTIGATION BY: Ko
SITE SKETCH.
COUNTY: a A,d
DATE: // • •
-- - -I
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1
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—
BORING
DEPTH
W
BORING NUMBER AND PROFILE
SCALE
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BORING 1 SAMPLING METHOD:
SIGNATURE:

r.
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops.
The following items are to be carried out:
I. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall he followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon wh6n fluid level reaches eleva-
tion 43.3, as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 41...2 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation an the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7- All surf ace runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Divieion of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTIOR OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench [when specified]
the plans. ce l.o FJ= Tyrr•r s :/�rlJrt� �_
Construction:
-------------
shall be installed as shown in
SPe [1D it 6.s red%r �� J<<1^r q?row r�0
t
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior. approval of the SCS. lEarthfill shall not be placed
in standing water and reasonable compaction of the tills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fall heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation. Sri A."ajf
u
Vegetation:
All exposed embankment and other- bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

i
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ GO LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1S TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ GO LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 T❑ 3UNE 30
32 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10--10-10 FERTILIZER (1.000 LBS./ACRE)
8 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL ❑R NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMM❑N BERMUDA BE INCLUDED-T❑ PROVIDE COVER
UNTIL SAHIAGRASS IS ESTABLISHED.

)V *4[/--6.
a1R P14Y
F AM I L Y F AN M S
August 29, 1996
Mr. Mike Sugg, District Conservationist
USDA - National Resources Conservation service
P. ❑. Box 277
Kenansville, NC 28349
RE: P & E Farm #2 - 2448 Feeder to Finish
Dear Mr. Sugg:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- ASCS Form AD1026 Wetlands Determination
- Soil. Investigation Report
- Lagoon Design Spreadsheet
-- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding -Requirements
-- Site Plan with Construction Details
It is my_ understanding that the Nutrient Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at [phone], Ext. 4529 if you have any
questions concerning this package.
Sincerely,
41- 1,- &f'n
Dave Elkin
Assistant Engineer
Enclosures
cc: File
Phillip Gurganus, (complete package)
Freddie Halso, MFF Construction Dept. (site plan only)
Bill Kenan, MFF Transportation Dept. (site plan only)
Past Off -ice Sox 759, Rose Hill, Nortli Carolii;a 28458, (910) 289-21.11, FAX [phone]

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Operator: ________ ______
County:== -__-__-- _
Phillip Gurganus
-_______
--
❑ate:===_ ________ ________>
- --- -
-------_� ❑uplin
Site Evaluation approved (yes or no)========>
01/00/00
sows (farrow to finish):===
cfllb
________
sows (farrow to feeder): eder):==-________
1.00
________�
head (finishing only):===== ________
0.67 RETURN TO
sows (farrow to wean):====- ________
3672 1.00 CELL P1
head (wean to feeder):=====
0.67 ALT-B
T
1.00
head (gilt development):==========__ =-,_===> 1.00 TO PRINT
heat! (boa r/stud):===-----=--=-----_--_�---_-0.50 ALT-P
Ave. Live Weight for other operations(lbs.)=>
Treat. Vol. for other operations(cu ftllb)==>
0.00
Approx. 5 yr accum. sludge storage(cu. ft.)=>
O&M PLAN
124848 NO SLUDGE ALT-0
Additional sludge star. if desired(cu. ft.)=>
LT-D
25 Year • 24 Hour Rainfall (in.)============>
7,5 CONSTRUCT
Heavy Rain{in.}___________________
SPECS.
Rainfall during storage period (in.)======_=>
7.0 ALT•A
Evaporation during storage period (in.)=====>
0.0
Drainage area of buildings & lots (sq. ft.)=>
Surface area of connected waste facility(SF)>
SEEDING
Volume of excess fresh water (gaIlonslday)==>
SPECS.
0.0
ALT-S
Temporary storage period (days)=============> 180
Additional temp. stor. vol. needed(cu. ft.)=>
TO CLEAR
Additional treat. volume needed (cu. ft.)===>
ALT-C
Freeboard{ft.):__________________________ 0
If emer. spillway insert depth of flow(ft.)=>
0.00 TO QUIT
Side slopes (inside lagoon):==============_=>
3.0 : 1 LOTUS
Inside top length
375.0 ALT-Q
Inside top width {ft.):_____________________> 255.0
Top of dike elevation
46.00
Bottom of lagoon elevation
34.00
Seasonal high water table(SHWT) elev.(ft.):=>
Total required volume:===== ====--==>
861704 cu. ft.
Actual design volume:====== =--=====>
839289 cu ft
Total required sludge storage vol.=>
124848 cu. ft.
Sludge storage based on trial elev=>
-739806 cu. ft.
Top elev. of sludge by trial and error======>
0.00 -34.00 ft. thick
NOTE: Increase the min. req. stop pumping el.
when necessary to maintain a min. 4 ft. liquid treatment depth
Stop pumping el.(> or = to 0.00
ft.SHWT)> 41.00 ft.
(> or = to 40.00
ft.Min.) 41.00 ft. liq.
Min.Requfired treatment volume:
495720 cu. ft.
Vol. at stop pump el. above sludge:
1226187 cu. ft.
Start pumping 44.35 ft.
Volume at start pumping elevation:
777961 cu. ft.
Act. vol. less 25yr. and heavy rain:
777180 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====>
179027 cu. ft.
Actual volume to be pumped:==>
291580 cu. ft.
,rsv ocw�

Operator:Phillip Gurganus County: Duplin
Date: 0G /04/52
Distance to nearest residence (other than owner):
1300.0 feet
1• STEADY STATE LIVE WEIGHT
0 sows (farrow to finish)
22 5
0 sows ( farrow to feeder) x 1lbs. -
x22 lbs. 0 lbs
3672 head (finishing only) x = 130 lbs
0 sows (farrow to wean) x 433 lbs. lbs. = 495720 lbs
0 head (wean to feeder) = 0 lbs
x 30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) -
495720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. SSLW x Treatment Volume(CF)/lh. SSLW
Treatment Volume(CF)/lb. SSLW=
Volume = 495720 cubic feet 1 CF/lh. SSLW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
Not computed at landowner's request
TOTAL DESIGN VOLUME Sludge will be removed as needed.
Inside top length 375.0 feet
Top of dike at elevation Inside top width 265.0 feet
Freeboard46.0 feet
2.0 feet Side slopes
Total 3.0 ! l (Inside lagoon)
Bottom design lagoon liquid level at elevation 44.0 feet
of lagoon elevation 34.0 feet
Seasonal high water table elevation 33.5 feet
Total design volume using prismoidal formula
SSZEND1 SSIEND2 SS/SIDE1 SSISIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 363.0 253. Of 4 rA rA
AREA OF TOP
LENGTH * WIDTH =
363.0 253.0 91839_ 0 ( AREA OF TOP)
AREA OF BOTTOM
LENGTH WIDTH =
303.0 193. 0 58479.0 ( AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
333.0 223.0 297036.0 ( AREA OF MIDSECTION 4 )
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) AREA BOTTOM]
91839.0 29703G. 0 58479.0 DEPTH 1. 1. 7
VOLUME OF LAGOON AT TOTAL. DESIGN LIQUID LEVEL =
745590 CU. FT.

' SCS-Er[G.538
- VM.- 5-70 U- S. OEf'ARTMENT OF AGRICULTURE
t SOIL CONSERVATIOry SERVICE
SOIL INVESTIGATION TO DETEMAINE SUITABILffY OF PROPOSED POND SITE
FARMER'S NAME Ph. ) , r vz57RI
CT
DATE — _ Q� .
S. C. S. PHOTO SfIF,ET NO. COUNTY
WORK UNrr
WATERSIiEll AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale Irr
L.oca[e "te"nce Potat xt otn[er line of dam and [dendfu an sketch. fCP.Lj
NMI
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam -site and sP[llemy borings lr xl - 'Arm paraded errs and borrow pit bortrras • awarere web vert[=! ..d l[ne-
SCALE eCantin�td on flack where necessary) Show raster !able elevations an dam -stet bar[ngs.
--
SM-
BORINGS MADE By f3 SIGNATURE &TITLE

1-YPES OF MATERIAL ENCOUNTERED IAI 80RINGS
[Use one of systems below]
UNI!=IED CLASSIFICATION
GW - We II graded gravels; gravel, sand mix
GP - Poorly graded gravels
GM - Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP -Poorly graded sands
Shi -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH -Inorganic clays of high plasticity,
MH -Elastic silts
OL- Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plpsticity -
I_ Suitable material for embankment is available
rricrrrsc side)
REMARKS'.
•• USDA CLASSIFICATION
g- graveI
s - sand
vfs - very fine sand
sl - sandy loam
fsl - fine sandy .loam
I - loam•
gl - gravelly loam
si-silt
sil - silt loam
cl-clay loath
sici-silty clay loam
scl-sandy clay loam
sic -silty clay
c -clay
ee- [:] No (Indicate where 10c Ie4 an Mh sketch an
WeA �-- R Y,Zj AYavn l � S �vr r Y'r
L-A ilea wr `►�
a�ol �]ac�7�irl wiJ•i} [� ` ,aj, C'+ cpre-%rCnell a�o�..6 prika
r C..eSGj, 1 renc�t f-�% jtpr� g'VC{�*
4 '
$ [�2 J-farts. " d� ,w '�., ,f,i+'1'a6�� �a�r7r-, ,�.�'�in �.a'F•D
ice' C'rr-?e� G a;�/S•T.� rrG��p � � T� r 'S s �".a r��, r9� /a A1,0
2- Expleiu hazards requiring special attention in design
w.r►S ^•o .' F�� ,� e ��' �m ��° �-T� o s c m.4 r.�,�.•s J .9 .G..�',� �
�►� •5 � oft/ .
GENERAL REMARKS:
fcam. rvfe of

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
375.0 265.0 99375.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 99375.0 square feet
Design temporary storage period to be 180 days.
iA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 495720 Lbs. SSLW * CF of Waste/Lb./Day 160 days
Volume = 121058 cubic feet
iB. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
iC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 579GB.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 62109.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 121058 cubic feet
5B. 0 cubic feet
5C. 57969 cubic feet
5D• 62109 cubic feet
TOTAL 241136 cubic feet
5. SUMMARY
Total, required volume 736856 cubic feet
Total design volume avail. 745590 cubic feet
et Min. req. treatment volume plus sludge accumulation 495720 cubic fe
At elegy. 41.2 feet ; Volume lis 502666 cubic feet (end pumping)
g
Total design volume less 25yr-24hr storm is G83481 cubic Meet
At elegy. 43.3 feet ; Volume is 682204 cubic feet, (start pumping)
Seasonal high water table elevation 33.5 feet
7. DESIGNED BY : Q1G'r APPROVED BY:
DATE. 6 _ G} -QZ DATE: C-Z
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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OPERATION AND MAINTENANCE PLAN SHEET I OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and -traveling gun irrigation. Care should be
taken when applying waste t'o prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 99.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 97.3 . This temporary
storage, less 25 yr-- 24 hr storm, contains 126439 cubic feet or
945762 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
S. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
ia

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150.0 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
75.0 LBS. RYE GRAIN AT 30 LBS.JACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAH IA GRASS AT 60 LBS.JACRE
SEE FOOTNOTE NO. 1 }
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS.JACRE
SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS.JACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100.0 LBS. RYE GRASS AT 40 LBS.JACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 BALES OF SMALL GRAIN STRAW (100 BALESJACRE)
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 13AHIAGRASS 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.