310084_Application_20240318

0
ROY COOPER '
Governor
EUZABETH S.BISER ` ^�;.n v .
'� M, RECEIVED
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA Q ���4
Director Environmental Quality MAR 1
February 12,2024
Stewart Stroud NC LA_Q,�DWH
Stewart Stroud Farm 1 &2 g� Cent a QFtiU
162 Kirby Quinn Rd 3 1 d d U
Kenansville,NC 28349-8800 A
j-
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Dischame General
Permits.you must submit an application for permit coverage to the Division of Water Resources(DWR)by pril 3.2024.
Enclosed you will find a "Request for Certificate of Coverage for Faciliq Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed, signed by the Permittee.and returned to the DWR by
Anril 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations(a,dea.nc.gov
phone:[phone]
Please note that ou must include one 11) com of the Certified Animal Waste Manaeement Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.gov/animalyermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
NorthCarehuDeparfmgntafEnriranmentalQWity DirisionoMaterResounoas
4.12 North Salisbury Street 1636Uai1 Serrice Cent(r Ralei lh,North Carolina 19699.1636
- �` 919 7019129

S
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: AWS310084
2. Facility Name: Stewart Stroud Farm 1 &2
3. Permittee's Name(same as on the Waste Management Plan): Stewart Stroud
4. Permittee's Mailing Address: 162 Kirby Ouinn Rd
City: Kenansville State: NC Zip: 28349-8800
Telephone Number: 910-289-1899 Ext. E-mail: sstfarmsl [e-mail]
5. Facility's Physical Address: 1180 E Wards Bridge Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Stewart Stroud
8. Farm Manager's telephone number(include area code): 910-289-1899 Ext. ��----
9. Integrator's Name(if there is not an Integrator,write"None"): 5 M I+k r n J S
10. Operator Name(OIC): id—_ Phone No.: - 9 0 X9j s's" OIC#: _•
STf i 9 Sta To33 9've.av•/s4q !��©�
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number: goge
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,896
Operation Types:
Swine Cattle Dry Poultry Other TN pes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to W Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr%
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
2587 Lagoon 1/1/1992 Full,clay 523,554.00 62,700.00 19.50
4113 Lagoon 1/l/1992 Full,clay 529,932.00 70,875.00 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 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): 51_ A 0 Z Title: ©U3 n C rL / d:5 1P E2 A_T_G A
Signature: Date: 3/Ste/ ya
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: 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

k!/ice• �' .
PRODUCER: Stewart Stroud
LOCATION: 162 Kirby Quinn Road
Kenansville, NC 28349
TELEPHONE: [phone]
TYPE OPERATION: Feeder-Finish
NUMBER OF ANIMALS: 4896
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution of
surface and/or groundwater. The plant nutrients in the animal waste should be used to reduce the
amount of commercial fertilizer required for the crops in the fields where 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. Do not
apply more nitrogen than the crop .can utilize. Soil types are important as they have different
infiltration rates, leaching potentials, cation exchange capacities, and available water holding
capacities. Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons per year. Do
not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these
conditions may result in runoff to surface waters which is not allowed under DEM,regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To maximize the
value of nutrients for crop production and to reduce the potential for pollution, the waste should be
applied to a growing crop or applied to bare ground not more than 30 days prior to planting. Injecting
the waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for this
type of facility. Acreage requirements should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper sampling techniques, preparation,
and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.
0217 adopted by the Environmental Management Commission.
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Amount of Waste Produced Per Year i ciallons, ft:tons. etc.)
4,896 animals X 1.9 (tons)waste/animal per yea - 9,302 (tons)waste/year
Amount of Plant Available Nitrogen(PAN) Produced Per Year
4,896 gallons x 2.3 Ib.s PAN/1000 gallons 11,261 lbs.PAN/year. (PAN from N.C.Tech
Guide Std.633)
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
The following acreage will be needed for waste application based on the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs.N Acres Lbs.N Month of
# No. Type Per Acre Utilized Application
T72010 1.00 BnB Bermuda G 1901 7.00 1330 March-Sept.
T72010 2.00 BnB Bermuda G 190 1.30 247.00 March-Sept.
T72010 3.00 AuB Bermuda G 235 2.10 493.5 March-Sept.
T72010 4.00 AuB Bermuda G 235 9.80 2303 March-Sept.
T72010 5.00 AuB Bermuda H 275 14.10 3877.5 March-Sept.
T72010 6.00 AuB Bermuda H 275 4.40 1210 Mardi-Sept.
0
T72010 1 to 6 N/A Small Grain G 50 38.70 1935 Sept.-April
0
0
0
0
Total 38.701 11,396.00
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are applied, they
must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requirements. Beginning
in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North Caroline to have a
nutrient management plan that addresses all nutrients. This plan only addresses Nitrogen.
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WASTE UTILIZATION PLAN
Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land{see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total -
*See footnote for Table 1.
Totals from above Tables
Acres Lbs.N
Utilized
Table 1 38.70 11,396.00
Table 2
Total 38.70 11,396.00
Amount of N Produced 11,260.80
Surplus or Deficit 135.20
NOTE. The Waste Utilizadon Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precaudonary measures to prevent over
application of nutrient or other elements.
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WASTE UTILIZATION PLAN
See attached map showing the Holds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount in.
1,2 BnB Bermuda D -0. p
3-6 AuB Bermuda
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for JW days of temporary stonage and the temporary storage
must be removed on the average of once every li MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
Acres shown will be covered with a hardhose traveller and a honeywagon. For recordkeeping,
accounting should be done per pull on the IRR2 forms,with the balance of the field acreage not
covered by the reel to be covered on a separate IRR2 form. Grower has a third party agreement
for a honeywagon.
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WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization,or available land.
3 Animal waste shall be applied to meet,but not exceed,the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393-Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolina"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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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WASTE 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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of 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 from any perennial stream or river (other than an irrigation ditch or 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. (See Standard 393-Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the 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 wetlands
provided they 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 courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
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WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 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.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 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.
21 Waste shall be tested within 69 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
ple^^Qnt. Zinc and cw-nner levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste anplir-ov n- r -ra^ '."11 1— f=-
.spars. W?atp anntiratinn rprnrds for all other waste shall be maintained for five(5)years.
22 Dead animals will be disposed of in a manner that me-pt-.Nnrth Carolina rFn datinnc_
Page 7

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WASTE UTILIZA-T[ON PLAN AC-jRFFMFRIT
Name of Farm: = Stewart Stroud
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 utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
- --- -- - -• - -- -. � � `- ••" � -^ -�•� .-cilities will require a new
certification to be submitted to the Division of Environnter�:tv"araac,•:cnt(DEM)before the
new animals are stocked. 1 (we) also understand that there must be ne d� ....g.. of
animal waste from this sys._K .- �_s--- ,�-+--- .,f f!7-
sa ara than the 25-year,24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
n request.
Name of Facility Owner: —,J�E kX A&T S7ii<o v (�
Signature: Date: / O4.20o-3
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (P►ease print) Kraig A. Westerbeek
00
Affiliation: Murphy Family Farms / iY*I uA-p k -'RR.p,,3gI
Address(Agency): P.O. Box 7 9
Rose HIV,NC 45
Signature: / �' ti e:
I
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TABLE 4-Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of S rinIder m 982
Operating Pressure at Pump (psi) 116.4
Design Precipitation Rate(inlhr) 0.31
Hose Length(feet) 1000 X OCKX) X
Type of Speed Compensation Mechanical )OOOOO=
Pump Type(PTO, Engine, Electric) Engine
Pump Power Requirement h 24.7
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq.ft.
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
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CALCULATIONS
Sprinkler Speeifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing(%): 67 %
Application Rate
Application Date=(96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Sneed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.95 ft/min
220 degree arc= 2.34 ftlmin
180 degree arc= 3.89 It/min
Mainline Velocity
Velocity= .408 x Fiowrate/pipe diameter squared feet/sec.'"
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.64 ft/sec.
Page 1

Sheet?
Maxim nn Mainline Friction Loss
Most distant hydrant: 11
Total distance: 1800 feet
Friction Loss Is figured using Hazenlilliam's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss= 31.5 feet or 13.6 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 35 psi
Elevation head: 0 psi
Mainline loss: 13.6 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.5 psi
TOTAL(TDH)= 116.4 psi or 268.8 feet
Horsepower Required
• Horsepower=Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 24.7 Hp
Thrust Blockina
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pine Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 116.4 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating,OK
Net Positive Suction Head Check
Page 2

z-V-S.DEPARTMENT OF AGRICULTURE
*hVATION SERVICE Sqj�,CONSE: SCS-CPA-16
1r, I AN
CONSERVATION PLAN MAP 2-91
Owner 151_rvvgl perator-
County G, State ati 0j4&rjU
Approximate acres -Approximate scale j
Cooperating with 0,4o2lil .So;! J' Wl%_hc--
Con servation District
Plan identification Photo number
H Assisted by nv--fl, T_
USDA Soil Conservation Service
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Tract 72010
Farm 9011 CLU Boundary
Du lin County FSA Office �1
Alut
(WN= Winhiv Prnrlihia I nnrl AA
#�� e�___

versron—November 26,2=
Mortality Management Methods
inftGte**A*nredrod(sj W1 be implemented
When selecting nwltiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State veterinarian.
Primary Secondary Routine Mortality
❑ Q Burial three feet beneath the'surface of the ground within 244 hours of Iurowlsdge of�
m imal
death. The burial must be at least 300 feet fro an flowingstream or public
(G.S.106-403). The bottom of the burial pit should beat least one foot above Me seasonal
high water table.Attach burial location map and plan.
❑ ❑ Landfill at municipal sold waste facility permitted by NC DEQ under GS 15A NCAC
13B.0200.
-Rendering aitwr aindedng-plant-Hoensed-unckr G.S.fi06--lW.7."—
❑ ❑ Complete incineration according to 02 NCAC 52C.0102.
❑ a A composting system approved and permitted tijr 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-U9.70).
❑ ❑ Any method which,in the professional opkdo!W 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 Mtached).
❑ ortaiby Man
Mass mortality plans-are required for farms covered by an NPDES permit. These plane 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 speafleci by the State
Veterinarian.
• Burial must be dorm in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399A.
3�lS !9
Signature of Farrn Owner/Manager Date
OUrj,Aa� ±kL 2 9
Signature of Technical Specialist Date

Souk "SECT 0040
cam � CyEC1Q�T F0
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h G BM%to OPER47701yS
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sago ;1
ands �!1 s 1 CBS
() srnbY to, °
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�Groff ntiym pelf�S, bpi
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�n 6-B#)�s0hds to a to
eg��e verm��
Fq Q°'�8 accumu�� !�
Fes,SAr7la9e (Ury�'sts on "Vetale rn t
Pau,deed () pesi s per'rne�
�9e �nk�°rate
��u o f () Of CIAt was 1 to��¢feedSYS e
Mte�dtr age on e a (.9..
() nns Svm»��re �ar' on
"Jpnedy,aaft
o t$30dayint Q.710da
insQrig d�p,,v.G1�a ell d Y
Ani'"a!yam. la�deq� an a a °ffew °n �a kr).
9 'Ac—1 Prod s nr�ent "site a,teas 8� d
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sbi oric n
aw�ntl"ate fed eAv
Ot� 'area tf)at storage as°ate°'
() M k" iOOaf<°nsP r"o nee0,".
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44iC No"

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Axumulation of solids 66 Flush system is designed and operated
sufficiently to remove accumuaated
solids from gutters as designed
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids t}( Maintain lagoons,settling basins and --
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(V)Makftin vegetative control along banks of -
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along wates edge on impoundment's perimeter.
(Dry Systems} -
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer;15-30 day interval during winter).
Feed Storage- - Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewee's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
m frds in tr w strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates anid
disturbance by animals is minimal.
() Maintain fence rows and fitter strips around amanal
hold'arg areas to minimize accumulations of wastes
(.e.inspect for and remove or break up accumulated
solids as needed).
MIC-November 11,1996

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e g.7-10 day
s
wastes interval during summer,15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handrmg
areas as needed.
The issues checked ()pertain to this operation. The landowner/integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(L downer Signature)
For more information contact the Cooperative Extension Service,Department of Entomology, t3ox
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC—November 11, 1996

tr� }
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source -- - Cause - SMP's to Minimize Odor Site Specific Practices
Farmstead Swine production WVegeteWe or wooded buffers: ---
Recommended best management
practices;
04Good judgment and common sense
Animal body Dirty manure PQDry floors -
surfaces covered animals
Floor surfaces Wet manure-covered QSPlotted floors;
floors )Waterers located over slotted floors;
90Feeders at high end of solid floors;
(:)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure election Urine k Frequent manure w-novat by flush.pit - - --
pits recharge or scrape
Partial mk:robial ( )Underfloor ventitaflon
decomposition
Ventilation Volatile gases e/JFen maintenance; - - - -
exhaust fans Dust (AEfficient air movement
Indoor surfaces Dust (AWashdown between groups of animals --
)Feed additives;
( )Feeder covers;
NFeed delivery downspout extenders to
feeder covers
Flash Tanks Agitation of recycled( )Flush tank covers
lagoon Liquid while tanks ( )Exterxt fill lines to nearbottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Linderfloorftush with underfloor - - - --
water conveyance ventilation
Pit:recharge Agitation of recycled()Extend recharge Ines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Uft stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers -
collection or, water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge,point of pipes - -
pipes at lagoon wader underneath lagoon liquid level
Lagoon surfaces Volatile gas omissions lagoon Iquid capacity -
Biological mixing lagoon startup procedures
Agilation 0 wmum surfaoearea-to-vokime ratio
'bt)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation M- rrpgate on dry days with We or no wind -
nozzles Wind draft (y)Woft rn recommended operation pressure
Lump intake near Loon liquid surface
(.)Pump from seoond-stage lagoon
AMOC-November 11,1996

Storage tank Or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition MDWQ while ( )Tank covers
tiling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling surfacebasin Partial microbial decam- ( )Extend drainpipe outlets underneath liquid
position Mixirx,f while thing level
Ag'datioq when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of alurry/sludges - --
skrdge spry volatile gas emissions ( )wash residual manure from spreader after use
outlet' ( )Proven biological additives or oxidants
Dead antes Carcass decomposition (Proper disposition of carcasses
Dead al hTW
dispospis Carcass decomposition ( jComptete coverurg of carcasses in burial pits
( )Proper location!construction of disposal pits
Incinerators tncompiete combustion ( )Secondagr stack homers
Standing water anproper drainage - - kFann access road maintenance - - —
amund faces Microbial decomposition of away from fad ties
organic matter
Manure traciced Poorly maintained access C}c ari accero road main aimance, - - - - -
onto Putfic nos roads
from farm access
Additional Information: Available From: -
Swine Manure Management 0200 Rule/BMP Packet - NCSU-County Extension Center
Swine Production farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure ManagementPit Reklkarge.-lagoon TmahnentEBAE128-WNCSU-BAE
Swine Production Facility Manure ManagementUnderfloor Treatment 129-88NCSLI-EM
Lagoon Design and Management for Livestock Manure Treatment and Storage: EBAE103-83NCSU-BAE
Calibration of Manure and WastewaterAppGcation Equipment EBAE Fad Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIM-33 NCSUSlpine Extension
Environmental Assurance Program NPPC Manual NC Pork Producers Assoc
Options for Managing Odor,a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management Odors and Flies:PR0101, FWda Cooperative Extension
1995 Conference Proceedargs
The issues checked ( )pertain to this operation. The landowner/integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
�aowner Signature}

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EMERGENCY ACTQON PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWO)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT(SWCD) )n-
NATURAL RESOURCES CONSERVATION SERVICE(MRCS) 910-'4q(n-aia.Q
COOPERATIVE EXTENSION SERVICE(CES)
This plan will be implemented in the event that wastes from your operation are leaking:
overltowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) -Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possmre action:
a) Dig a small sump or ditch from the embankment to catch all seepage,put in a submersible
pump,and pump back to lagoon.
b) if holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a day type soil.

.1,
The application of sludge will increase the.amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge -of wastewater from the structure-
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
o Modification of the lagoon structure — an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
a Lagoon.liquid levels—high levels are a safety risk.
o Failure to inspect and maintain the dam.
® Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to foram in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
Assam the extent of the spill and note any obvious damages.
a_ Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters'?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name,facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation_
b. If the spill leaves property or enters surface waters,call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offstte damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone: !JlO-;4-9;-SJJSi
6. Contact the technical specialist who certified the lagoon(NRCS, Consulting Englneer,etc.)
a. Name: N-x• uc.n _
b. Phone:
7. implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

s a
aa^
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED 1-800-
632-4949
CP
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SW
United States Sofi
Department of Conservation
Agriculture Service
OPERATOR: s+f-Vv a,r= 64yorc/
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with al concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and' dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. if additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement : ,r2355 %q cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = 11106 cu.yds.
Estimate of Pad b Dike: cu.ft. = cu.yds.
).3a: j.o Ration
Job Class '-T-v'
Date
Designed By
Name
Design Approval oil 41��2
Name
l Z
Date
/t - The Sad Camervation service
is an anwne of Inw

° ^
` .
3perator :Stewart Stroud County: Duplin Date! 12/20/91
Distance to nearest residence (other than owner) : 0. 0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
2. MlNIMUM REQUIRED TREATMENT VOLUME OF LAGOON
_
Volume = 330480 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (CF) /lb. SSLW------: 1 CF/lb. SSLW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0; 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 285. 0 feet ; Inside top width 220.0 feet
Top of dike at elevation 50. 5 feet
Freeboard 1 . 0 feet ; Side slopes 2. 5 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 49, 5 feet
Bottom of lagoon elevation 38. 5 feet
Seasonal high water table elevation 41 . 0 feet
Total design volume using prismoidal formula
SS/END! SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 5 2. 5 2.5 2. 5 280. 0 215. 0 11 . 0
AREA OF TOP
LENGTH * WIDTH =
280. 0 215. 0 60200. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
225. 0 160. 0 36000. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
252. 5 187. 5 189375' 0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60200. 0 189375. 0 36000.0 1 .8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 523554 CU. FT.

° ^
5. TEMP[M<ARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Lenath * Width =
285. 0 220. 0 62700. 0 square feet
Buildings (roof and lot water/
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 62700.0 square feet
Design temporary storage period to be 180 days.
&A' Volume of waste producm
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 80705 cubic feet
/s. 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 la000n water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = /. 0 inches
Volume = 7. 0 in * DA / 12 inches per Mot
Volume = 36575. 0 cubic feet

^ '
5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 39187. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A' 80705 cubic feet
54, 0 cubic feet
50 36575 cubic feet
5D. 39188 cubic feet
TOTAL 156468 cubic feet
�. SUMMARY
Total required volumo 486948 cubic feet
Total design volume avail . 523554 cubic feet
Min. req. treatment volume plus sludge accumulation 330480 cubic feet
At elev. 46. 1 feet ; Volume is 332852 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 484367 cubic feet
At elev. 48.8 feet ; Volume is 482018 cubic feet (start pumping)
Seasonal high water table elevation 41 . 0 feet
DESIGNED BY: �� APPROVED BY:
_ --
DATE: ��Y�/��L DATE:
^ . . '
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

. _ .
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SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearingi.
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 exceea1ng 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 ..
not 'Ie~� l
A cut-Vf c:t-Vf trench (when specified) shall be installed as shown zn
the plans.
Construction.-.
------------
Construction of excavated and earthfill areas shall bb performed to
the neat lines and grades as plannod. Deviations from this will
require prior approval of the SCS. EarthfiIl shall not be placed
in standing water and reasonable compaction of the fills 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 fill 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 .
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after,
construction.

` ~
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OPERATION AND MAINTENANCE PLAN
rhis lagoon lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached mav vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Landapplication of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
-hunter pivot ~ guns , and traveling gun irrigation. Care should be
taken when applying wasLe to prevent runoff from the fie1d or damage
cc crops'
The followina 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 ne
covered with effluent at all times-
T. The attached waste nLilization plan shall be followeM inls
,Ian recommends sampling and Lestikg co waste (see Attachment 8)
tefurc ] and application.
3. Ssgi r pump-o:t of t�e ' aguon whom f! id o,e1 rwacnes aicvz
t i an 060 3 as marked by permanent mnr�erv' SLOP pump-out whe�
�p ; l ai d level ,'pacons a/ eyati nn 4A 1 ' bnjora f luld dop�h
e5- nN70 6 last Swap (!/�i ' prOvonts inc loss of +avoraw.-
ts apply per irrigation /s
{ 1 ; i:ch sod t!m rsc',mTended maxi mum application rate is 0. 4
atioo an ihe embankmect and areas adjacent to the
14goon mowed annually. Vegetation should be fertilized as needed
! o maintain a vigorous stand.
6, Repair any eroded areas or areas damaged by rodents an�
OstxbT i sK in veoetatiop.
r- All xur4aue ronuff ls to be diverted from the lagoon to stable
uutlets.
B. The Clean Water not of 1977 prohibits the discharge of
' polIutants into waters of the United States. The Department of
A;ironment , Health , and Natural Resources , Division of Environ-
mental Manaoement ^ has the responsibility for enforcing this 1aw.

, ^
. .
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SEEDING RECOMMENDATIONS
------------------------
AREA TO BE SEEDED: 3. 0 ACRES
USE THE SEED MIXTURE INDICATED:
' 0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBEFi 15 TO NOVEMBER 30
0 LBS. 'PEN8ACCLA ' BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
2 HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SU!TED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
9C LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS' RYE ORASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY 7HE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED,
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENGACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS 19 ESTABLISHED.

, . .
. .
WASTE UTILIZATION PLAN
-----------------------
Owners name--: Stewart Stroud county: Duplin
Mail Address-: Kenamsville, NC
' Type of production unit----: Topping
Type of waste facility-----:Anaerobic Lagoo�
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
leve] , it must be land applied at a specified rate to prevent
pollution of surface and/or ground water . The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on 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 and annual soil tests
are 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 coltent of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential . Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when tme surtace is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
__________________________________
4896 animals x 1 . 9 tons waste/animal /yr= 9302 tons
total waste

. .
~ ,
�aoe 2
Amount of Plant Available Nitrogen Produced Per Year;
...................... _________________________________..............
__________
4896 animals x 2. 30 lbs. N/animal/year = 11261 Ws. /yr
Available N
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. Your facility is designed for 180 days of
' storage. Therefore` it will need to be pumped every b
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
3326 11 BnB 6 7 Tons 400 9. 1 3640 MAR-AUG
3326 10 Au8 6 7 Tons 400 14. 4 5760 MAR-AUG
3326 9 AuB 6 7 Tons 400 10. 0 4000 MAR-AUG
3326 8 Ra 2 100 8u. 150 1 . 0 144 MAR-JULY
3326 7 AuB 2 100 Bu. 150 3. 5 519 MAR-JULY
3326 6 Ra 2 100 Bu. 150 0. 7 109. 5 MAR-JULY
3326 5 AuG 2 100 Bu. 150 4. 6 694. 5 MAR-JULY
-'-' - ----- ----- ----- ----- ----- ----- ----- -----`
Total 43. 3 14867
Available Nitrogen 11261
Surolus Or Deficit -3606
Crop codes: 1-Cereal grain; 2-Corn; 3=Fe5cue; 4-Range Sr. Bermuda
5-Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
_______________________
_______________________________________________________________
---------------------------------------------------------------
_______________________________________________________________
-----------------------------------------
---`----------` -'----------------------------------------------
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apoly and the irrigation application rat** prior to applying
waste.
Preparedby: ___________________________ ____________
Name Title Date
OKI-
Concurred in by: ______ _______
Producer Date
�
(Copy to producer and copy to case file)

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4 ' U: S. Department of Agricu !re NC-ENG-34
Soil Conservation Service September 1 210
File Code: 2I0
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ,!-F „Q�� +,•>�.r County
4`
Community or Group No. G -I Conservation Plan No. _.
Estimated Depth :of Water to Top of Dam LLg, Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 1.1 - a - °�
Evaluation by :reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. E- ev. 'Est. evation
• - Kind of -Improvement : _ o
s f Breach
Reach: Length: Width: Slope: Land Use Improvements Fl000doPlain: FloodePlainve
Ft. . Ft. % Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach No
r
l(?� r � Y — fsir- �r0�i - •sr� r. ? ��
Hazard Classification of Dam (aQy b, c) (see NEM-Part 520.21)
Dam Classification II, II, IV, V)
By Date - �a
nar,te (title)
Concurred By _ Date f 9
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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_..._. .. .-._ _..----.---- __.-..____�-.-_.
:
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Operator: _________ _________ _________ ______
__> Stewart Stroud3184 � 2
County:__ _________ _________ _________ ________> Duplin -_
Date:____ _________ _________ _________ ________> ######## 7/?1lb Qw�
Dist.to nearest residence (other than owner) : €t
sows (farrow to finish) :___ _________ ________>
sows (farrow to fee eder) :___ _________ ________>
head (finishing only) :_____ _________ ________> 2448
sows (farrow to wean) :==___
head (wean to feeder) :_____ _________ ________> 0
Ave. Live Weight. for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. 1 cu. ft./lb.)===_­> 1.0
25 Year - 24 Hour Rainfall (in. )===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====______>
Temporary storage period .(days)====_________> 180
Freeboard (ft.) :____________________________> 1.0
Side slopes (inside lagoon) :________________> 3.0 1
Inside top length (ft.) :==__________________> 350.0
Inside top width (ft.) :_____________________> 202.5
Top of dike elevation (ft.) :________________> 49.5
Bottom of lagoon elevation (ft.) :==_________> 37.5
Seasonal high water table(SHWT) elev. (ft.) :=>
Total required volume:====_ ________> 496826 cu. ft.
Actual design volume:______ ________> 563327 cu. ft.
Stop pumping el. (> or = to 0.0 -ft.SHWT)> 45.0 ft.
(> or = to 43.5 ft.Min. )
Required minimum treatment volume: 330480 cu. ft.
Volume at stop pumping elevation: 346089 cu. ft.
Start pumping elev. :________________________> 47.8 ft.
Volume at start pumping elevation: 518761 cu. ft.
Actual volume less 25yr-24hr rain: 519030 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 122049 cu. ft.
Actual volume to be pumped:==> 172672 cu. ft.
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BEF GIt�tNZNG°-EKGAVATION
'ANDOWNER IS, AI7V I SEi PTO ©QI ACC
QUi TO AS 'URE UNDERGROUIV:D
UTTT.IT DE:STRIfD" "
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O ^ rator: Curtis Stroud County: Duplin Date: 01/06/R-1
Distance to nearest residence (other than owner) : 1000.0 feet
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = .0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
=
2448 head <finishing only) x 135 lbs. 330480 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
0 head {wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
2' MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. SSLW x Treatment Volume(CF) /lb~ SSLW
Treatment Volume (CF) /lb. SSLW= i CF/lb. SSLW
Volume = 3304b0 cubic feet '
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 rubic feet
4. TOTAL DESIGN VOLQME
Inside top length 358. 0 feet ; Inside top width 202.5 feet
Top of dike at elevation 49.5 feet
Freeboard 1 '5 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon l,quid level at elevation 48.0 feet
Bottom of lagoon elevation 37~5 feet
Seasonal high water table elevation 41.5 feet
Total dosign volume using prismoidaI formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3.0 3.() 341. 0 i93. 5 10.If"
AREA OF TOP
LENGTH * WIDTH =
341 . 0 193.5 65983~5 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
278. 0 130.5 36279' 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENSTH * WIDTH * 4
309. 5 162.0 200556. 0 (AREA OF MIDSECTION * 4)
CU. FT, = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTEM
65983.5 200556. 0 36279.0 1 . 8
529932 CU FT
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = ^ ^

- ,
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5: TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
. Lagoon (top of dike)
Length * Width =
350. 0 202.5 70875. 0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0. 0 square feet
TOTAL DA 70875.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 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. 0 gallons/day * 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 41343. 8 cubic feet

0 s
QUnited StatesSod
Deoartment of Conservation
Agriculture Service
Yk a
WAWT
OPERATOR: -6,y P
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified' for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
a
The actual amount of material required for pads and'dam may vary from the
estimates. The design will attempt to balance cuts and,.filis as close as
possible. if additional material is required after construction ;s'Cop le.e
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: .X2R932 cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = cu.yds.
Estimate of Pad Dike: cu.ft. = /.D D- cu.yds.
1?�: 1.0 Ration
Job Class _q2
Da to
Designed By L,.i..�) _:��..
Name
Design Approval !
Name /
2-
Date
The Sad Conservation Ser acs
r 1 is an anon..nt tn.

~
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5D. Volume of 25 year - 24 hour storm
Volume = 7.5 Aches / 12 inches per foot * DA
Volume = 44296.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A' 80705 cubic feet
5B. 0 cubic feet
5C. 41344 cubic feet
5D. 44297 cubic feet
TOTAL 166346 cubic feet
6. SUMMARY
Total requiored volume 496826 cubic feet
Total design volume avail . 529932 cubic feet
min. req. treatment volume plus sludge accumulation 030480 cubic feet
At elev. 44.8 feet ; Volume is 334812 cubic fiat (emd- ng)
Total design volume less 25yr-24hr storm is 485636 cubic feet
At elev. ' 47. 3 feet ; Volume is 484526 cubic feet (start pumping)
Seasonal high water table elevation 41 .5 feet
7. DESIGNED BY: jawl4jux, APPROVED BY:
mr �
DATE: ��&�1�~ DATE: .
��^Tw,"���
. "
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

'
-
* ..°
~ SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
m ^
^
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
embank nf� material
we��^�� -
A cut-off trench (when specified) shall be^«i.nstalled as sh �Iim
the plans.
Construction:
-------------
Construction of excavated and eax'thfill areas shall be performedto
the neat lines and grades as planned~ Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more ijjiperviousz: materials. construction of fill heights shal-i
include -I"-en (10) percent for se-ttlement.
r-DW Refer to the soils
erosion and sedimentation. .
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

-
^ 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 conditionslflushing 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. '
.01
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` k. strongly � �-_'---__-`_�__ �..- _ --_�� ~���� ��� pre-
Olt,
odors during
start-up. Pre-charging reduces t en of the initial
waste entering the lagoon ..thereby redmoing>�»odors. Solids should be
covered with effluent at all,`..ti, nuss.
2. The attached waste utilization plan shall be fbllowed' This
plan recommends sampling and testing of waste (see `Attachment B)
before land application..
3' Begin pump-out of the lagoon when fluid level rqaches� eIe»*a0'^. _r
tion 47. 3 as marked by permanent markers. Stop pump-6ut whem�`
the fluid level reaches elevation 44.8 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 on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand. .
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States' The Department of
Environment , Health , and Natural Resources, Division of Environ-
mental Management , has the responsibility for enforcing this law.

i a ,
'= #
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3. 0 ACHES
USE THE SEED MIXTURE INDICATED
LDS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES; SEFTEMBER 15 TO NOVEMBER 30
0 LBS. 'FENSfAO ,A' #Br' WlE GE . . C 60 LBS. /ACRE
(SEEP FPaT"-`OTE'- io.. ;1
ScED I P•!G: i) TES MARCH 1lp APNE w f--a
24 LBS. HULLED BERMUDA GRASS @ LDS:. /AC,
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: AFRIL ,1 TO` .rULY TI.
?0 LBS. RYE GRAIN @ 30 LB^. /ACRE "(:N{;:RSERY FOR FESCUE)
t i LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
?APPLY THE F ULLOW I NG n �
1000 •LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/A(:',i=ir=)
300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
,...;LL S-._:•RFA(,f= uRr:_Ns SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME ARD' FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A =.`UL T I PACKER
l E: T1 MctiL � � _ 1hT tF ICh � IE = ai
ANICHORING TOOL OR NETT11NIG.
1 . PEr.NSACOLA is AH I AWASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. 'WHEN US I NO BAH I A j IT IS RECOMMENDED THAT `S
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

"
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' ~ WASTE UTILlZAT�ON PLAN
----------------------
�wners name--: Stewart Strou County:Duplin
Ma� l Address-:Kenansville, NC
Type of production uni-t----: Topping
Type of waste facilit�---------:Ana erobic Lagoon
Yo�r animal waste managemj� nt facility has be-O." a
ven storage �apacit�/. When the �aste '�reach the «]esi -ned
1and applied at a,sp�cified`jrate to prevent
u����uc�nn of s�rface and/or ground water trients
.1 be animal waste shou3d be used to reduce the amount of
co�mercial fertilizer required for the crops on the fields
where the waste is to be appl �ed- This- waste utilization plan
uses nitrogen as the l�miting nutrient. Waste should be
analy�ed be �fore each application cycle and nnual soil tests
are encouraged so that all plant nutrients can be balanced for
/oalist� c yields of the crop to be grown.
���veral factors are mportaot im implementing y;�urw��te
�tili�ation pIan in order to ma�imize the fertilizer valme of
�he waste and to ensure that i is applied in an
ronmentally safe manner. Always apply waste based on the
needs of the crop to be grdwn and the nutrient content of the
wa �e. Do not apply'xoore �itrogen !t-an the crop can utilize.
So�I types are important as- they have different infiltration
ra�es and leaching potential . Waste shall not be applied to
ero�ing at grea�er than 5 tons per acre per year. Do not
a;�Iy was�e om satura-ted soils or on land when the surface is
frzzen. Either of these conditions may result in runoff to
s:^~'+ace waters. Wind conditions should also be considered to
dr and downwind odox' problems~ To maximize a the vlue
ou�rieots for crop production and tp reduce the potential
for po� lution , the waote shou-ld be ap i'e-d to a growing crop or
.,o�� more than 30 days prior to planting. Injecting the waste
cr disk�ng will conserve nutrients and reduce otor problems.
needed to apply th*e animal waste is d on typical
ent content for of facility. Acreage
''�4ui, emcnts may be mora or less based on the waste analysis
�rom your waste management fexcility.
�he d�sign of your waste management facility is based on the
fu� !owing:
of Waste Produced Per Year:
4896 animals x 1 ' 9 tons waste/animal /yr= 9302 tons
total waste

Page
tiLil}Li:l of Plant Available Nitrogen Produced Per .`r`ear
-------------------------------------------------------
at-096 animals x 2.30 lbs. i`=!'t_tr i{iral/year" - 11261 1 bs.-s yr"
Av_.i l abl e N
Applying the above amount of waste is a s i g job. You should
plan time and have cpp -ct-zc4t equipment to apply the wri+o in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it ;will need to be pumped every
months.
Tract Field Soil Crop YSc'1` Lbs. N Acres L..u=. IV Month to
No. -type Code Per A _ '_!__ed Apply
1326 11 8WE' v 7
_!+:.ii:s 400 9. 1 3640 MAR-AUG
3326 V RG ._ 100 Bu. 150 1. 0 144 (-{AIv-LT U1...Y
Total 43. 3 WSW
- .
Surplus ��r Deficit _L_.i_I�:
Crop codes: i=Certeal ainj 2-Corn;r; _=Fescue; 4= la rge Or. Bermuda
`=Control Grazed Bermuda; 6=Hayland Bermuda
-----------------------
----------------------------------------------------------------
----------------------------------------------------------------
---------------------------------------------------------------
---- ---------------------
;_rG i.S the Soil end 5i a 4_erConservationDistrict LrT•: ._ ._.._ after YOU
receive= waste analysis report to obtain the amount '?i_r acre to
apply
and :he irrigation application anon rate prior to ._wl Y'inn
------
Name T"
a Date
Concurred in y; ------------------------------------- -------
Producer
(Copy to producer and copy to case file)

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M
-v.'S. Department of Agriculture NC-ENG-34
. Soil Conservation Service September 1980
File Lode: 210
r � .
SwA HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Sf County ;
��-
Community or Group No. G-1 .Conservation-Plan No.
Estimated Depthof Water to Top .of Dam JL.q. Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation_ l,z-9 -4 I.
Evaluation by .reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. Est. Elevation
Kind of :'Improvements: of'breach
Reach: Length: Width: Slope: Land Use Improvements : Above `-- :Floodwater Above
: flood Plain: Flood Plain
Ft. . Ft. % Ft. Ft.
1
2 .
3 - -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach'o - •?-
Srre�m -`�•fm as ",42101 e rGiTri�
Hazard Classification of Dam M b, c) (see HEM-Part 520.21)
Dam Classification ( ,' II,(III; IV, V)
By J3.,P M, tuz,T- Date i---6--9
t n,�ie (title)
Concurred Sy Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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