310432_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0432 Certificate Of Coverage Number: AWS310432
2. Facility Name: Elder Creek F
3. Landowner's Name(same as on the Waste Management Plan): James B Stroud
4. Landowner's Mailing Address: 3 15 U.B Stroud Rd
City: Magnolia State: NC Zip: 28453-8753
Telephone Number: 910-296- 5564 Ext. E-mail:
5. Facility's Physical Address: 615 JB Stroud Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): James B.Stroud Jr. Phone No.: 910-296 4921 OIC#: 18162
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,120
Oueration Tvoes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

1
13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type *Feet)
stimated Design Freeboard
Structure Date (Clay,Synthetic, face Area "Redline"
Name Built Unknown) uare Feet) (Inches)
NEW
OLD 19.50
� 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),s' ned p the owner and certified technical sneeialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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. (I8 U.S.C._
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
J Name: Title:
v
Signatu '. Date:
Name: Title:
Signature: Date:
Name: — — Title: --
Signature: — Date: —
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02l2019

1A AvCq
ROY COOPER
covrmor �
MICHAEL S.REGAN t 0iFl0i;
LINDACULPEPPER NORTH CAROLINA MAR �� 2�19
Director EnvirvrimentalQuality
February 27,2019
James B Stroud �"�r r;p; y�3
Elder Creek Farm
315 J B Stroud Rd
Magnolia,NC 28453-8753
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at hEl s://de nc. ov/about/divisions water-resource/water- unlit -re ional- eration/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure %our continued coverage under the State on-Discharpe Gene Permits. I-ou must submit an application for
nummuitcoveraZe to the Division. Enclosed you will find a "Reaue t for Certificate of Coverage Facility Currently-Covered by an
ENViring State NQn-Dischame General Permit." The apPlication form must be conMleted, signed and returned b% AadLj, 2019
Please note that you must include one 1 copy of the Certified Animal Waste MaMizement Plan ICAWMPI with the
completed and siened application for A list of items included in the CAWMP can be found on a e 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmim-tQnn Regional Office,Water Quality Regional Operations Section
Du lin County Soil and Water Conservation District
AFOG Section Central Files-AWS310432
Murphy-Brown LLC
Noah Caroms Departmeat of Envirenmentol Q'�b'-� 1 Division of Water Re awraaes
fTM D 3121I.Seksbo+y 3t.1 1636 Mail Setvioe Center I RefeW North Carolina 27699-1636
919,707 9DDO

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
QRendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
aA 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 opinioniof the State Veterinarian, would make possible
the salvage of part of a.dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact.the Divisiori for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far wner/Manager Date
Signature of Technical Specialist Date

PRODUCER: JB Stroud- Elder Creek#1
LOCATION: 315 JB Stroud Rd.
Magnolia, NC 28453
TELEPHONE: [phone]
TYPE OPERATION: wean - feeder
NUMBER OF ANIMALS: 3120
(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. Was
should be analyzed before each application cycle. Annual soil tests are strongly encoura t
so that all plant nutrients can be balanced for realistic yields of the crop to be grown. g d
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.
important as they have different infiltration rates, leachin Soil types are
l
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
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated
may be
ls, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoffto
surface waters which is not allowed under DEM-regulations. Wind conditions should also b
considered to avoid drift and downwind odor problems. To maximize the value of nutrients e
crop production and to reduce the potential for pollution, the waste should be applied toa
growing crop or applied to bare ground not more than 30 days prior to planting. Injectingthe
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
this type of facility. Acreage requirements should be based on the waste analysis re ort from
Your waste management facility. Attached you will find information on proper p
techniques, preparation, and transfer of waste samples to the lab for analysis, sampling
This waste utilization plan, if carried out, meets the requirements for compliance with 15
NCAC 2H.0217 adopted by the Environmental Management Commission. A
Page 1

- -Cam=�;i � x!F• a-ss'C•_i:iAm
'�, �.:,+t ___ i-.=�
Amount of Waste Produced Per Year(a lions.ft.tons. etc.)
3,120 animals X = (tons)waste/animal/year= 1,310 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,120 animals X 9Ag lbs. PAN/animal/year= 1,498 lbs.PAN/year. (PAN from N.C.
Guide Std.633) _ Tech
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
T2618 1 GoA Bahai(G) 275 6.95 1911.25 March-Sept.
T2618 1 GoA Small Grain(G) 50 6.95 347.5 Sept-April
T OPTIONAL LAND IF NEEDE EASED L AND
Taw& 1 AuB Bermuda 235 7.50 1762.5 March-Sept.
1 AuB Small Grain(G) 50 7.50 37
r 5 Sept-April
0
0
0
0
Total 6.78 2,258.75
*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.
Page 2

4,---
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 �w
Required Specification 2]) rol- �r
ar
,
Tract Field Soil Crop Lbs. N es Lbs. N Month of
# No. Type Per Acre* Utilized Application
Additional Land-Optional
T772595 2 AuB Bermuda(H) 275 3.47 954.25 March-Sept.
T772597 2 AuB Small Grain 50 3.47 173.5 Sept. -April
Total 3.47 1,127.75
See footnote for Table 1-
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 6.95 2,259
Table 2 OPTIONA -
Total 6.95 2,259
Amount of N Produced 1,498
Surplus or Deficit (761)
NOTE. 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop p Application Application
Rate (In/HA Amount In.}
1,1 AuB Pasture 0.6
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 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
waste being stored in your structure exceed Elevation *see la oon desi n.
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 are'wetted'acres. Leased land will be a lied to if needed with a honey wagon,
therefore the acreage shown is 100%effective area.
Page 4

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.
Page 5

MiL
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.
Page 6

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 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
element. Zinc and copper 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 application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five(5)years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

-yam -- T � = .# : rfiyi
- = -
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Elder Creek#1
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
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management(DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe 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
available for review by DEM upon request.
Name of Facility Owner: JB Stroud,Jr-
(Please print)
Signature Date: �—
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address(Agency): P.O. Box 759
Rose Hill, NC 28458
Signature: // ®.
Page 8

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: JB Stroud County: Duplin
Address: 315 JB Stroud Rd.
Magnolia, NC 28453 Date: 07/31/2000
Telephone: [phone] Revised 3/17/2003
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Crop(s) (In/hr) (inches) Comments
1 6.95 TAuB
<5 Pasture 0.6 .5-1 Pulls 1-3
2 3.47 <5 Bermuda 0.6 .5-'f Pulls 4,5-Land under agreement

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 2.5"Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
F1,H3 1.64 0.49 200 215 240 0.857 50 90 220 1.74
F1,H2 1.37 0.36 180 365 240 0.857 50 90 330 2.31
F1,H1 1.37 0.36 210 420 240 0.857 50 90 330 2.90
Total Field 1 = 6.95
NEW SYSTEM
F2,H4 1.64 0.49 137 345 240 0.857 50 90 220 1.43
F2,1-15 1.64 0.49 158 438 240 0.857 50 90 220 2.04
Total Field 2= 3.47

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 115
Operating Pressure at Pump (psi) 101.2
Design Precipitation Rate(in/hr) 0.30
Hose Length(feet) 850 XXX)UUUIX
Type of Speed Compensation Mechanical xxxxx xx
Pump Type(PTO, Engine, Electric) Engine
Pump Power Requirement(hp) 13.6
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 3.29
Dead End 2.33
Tee 1.63
Gate Valve 2.33
45 degree bend 1.77
Page 10

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy Farms T
Address. PO Box 759 Rose Hill, NC 28458
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
Field 2 has been added to the wetted acreage determination, and will be irrigated with a hardhose traveller. SB 515
setback requirements apply to this field, however,the third party agreement takes property line setbacks out of consideration.
There are no wells or residences in the vicinity of the new fields. The only setback applicable is a 75'setback from
Interstate 40.
The equipment used in this design is the same equipment as used in the wetted acreage determination.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.857 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 115 gpm
Wetted Diameter: 240 feet
Lane S acg inas
Desired Spacing 70 %
Design Spacing(feet): 168 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 180 feet
Actual Spacing (%): 75 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.30 in/hr
300 degree arc= 0.36 in/hr
220 degree arc= 0.49 in/hr
180 degree arc= 0.60 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.75 inches
300 degree arc= 1.37 ft/min
220 degree arc= 1.64 ft/min
180 degree arc= 2.73 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec."
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 2.93 ft/sec.
Page 13

n Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 3
Total distance: 1300 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.75 feet/100 feet
Max. Mainline Loss= 9.7 feet or 4.2 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 40 psi
Elevation head: 0 psi
Mainline loss: 4.2 psi
Suction head and lift: 2.2 psi
5%fitting loss: 4.8 psi
TOTAL(TDH)= 101.2 psi or 233.8 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B2.5
Pump Efficiency: 50 %
0
orsepower Required: 13.6 Hp
Thrust Blocking
Thrust Block Area=Thrust/Soil Bearing Strength
Thrust: 2800 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.3 ft2
90 degree elbow: 3.3 ft2
Tee: 1.6 ft2
45 degree elbow: 1.8 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 101.2 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Page 14

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A2rrlrAL WASTE MANAG ._.=:� - `: ..
EMENT PLAN CERTTPICATION FOR NEW OR EXPANDED PEEDLOTs
Please return the completed form to the Division of Environmental Management at
the address on the reverse aide of this, form.
Name of farm (Please print) :
Address: a Ie
MaIn0lia NC 28 S3
Phone No. :
Farm location: Latitude and Longitude: County: lln
aeW0� /ZWQ(Q:4� (required) . Also,
Please attach a copy of a countyroad map with location identified..
1TYpe of operation (swine, layer, dairy etc.) :
Design capacity (number of animals) : Nut's
Average size of operation (12 month population avg•) :_-
Average acreage needed for land application of waste (acres) : -
===esc==se ass==a=aaaa-aaaaa�rc a=aaawcaaa�aa=ac=-Caaoasa.-=eeataa==saaaaeaeeaaaceaa
Technical Specialist certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .000S, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria have verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule 'for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print) :M. Kevin Weston
Affiliation: Murphy Farms Inc,
Address (Agency) : BOX 759 Rose Hill NC 28458 Phone No_ (910) 8 - -111
Signature: Date: y ZP• ��
-"�~:`�-==a==�=asaaa=avaesaaaas:=assaaaaaoasasaiasoaaas=soasava-ca=aa 'Owner%Manager Agreement
('AY'understand 'the operation and maintenance procedures established in the
approved animal waste management plan for.the• farm named above and will implement
these procedures. I (we) know that any additional
ing
design capacity of the waste treatment and storage system orlc n tru ti oon to th n offacilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water"Conservation District.
Name of L owner (Please PT�nt)natur J B. Stroud, Jr.
Si
g • % � � �� Date:
!rams of agar, if different from o r (Please print) :
-Signature: - -- .- •-
Mote: A .change in land ownership
_ Date: __- -___
(if the re quires notification or a new certification
ap
proved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

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POST OFFICE BOX 759 • ROSE HILL,NORTH CAROUNA 2W8
[phone]
October. 12, 1994
Mr. Mike Sugg
District Conservationist
USDA - Soil Conservation Service
PO Box 277
Kenansville, NC 28349
Re: J. B. Stroud - Nursery Addition
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
- Soils Investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111., ext. 592 if you have any
questions concerning this package.

�N
Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File .
J. B. Stroud (complete package)
Kim Paatram, Murphy Farms Construction Dept. (site plan only)
Dave Roland, Murphy Farms Transportation Dept. (site plan
only)

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1

LAGOON SITE SOILS INVESTIGATION
FIELD INVESTIGATION Sy:_, COUNTY, a
�'l�ar fI DATE: eI$l�
SITE SKETCH
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BORING -
DEPTH WT
SCAI E BORING NUMBER AND PROFILE
Avle
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BORING!SAMPLING METHOD: �,�1
SIGNATURE: ��

Operator:JAMES STROUD County: DUPLIN
Date: 09/14/94
Distance to nearest residence (other than owner
1500.0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
sows (farrow to feeder) x 622 lbs. 0 lbs
head (finishing only) x _ 0 lbs
3
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2200 head (wean to feeder) x lbs. = 0 lbs
Describe other : 30 lbs. _ 66000 lbs
0
Total Average Live Weight = 66000 lbs
2. MINIMUM REQUIREb TREATMENT VOLUME OF LAGOON
Volume = 66000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 66000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)-----_�_ 120.0
Inside top width
Top of dike elevation (feet)---- _ 1 49.0
Bottom of lagoon elevation (feet)------_ ` 49.
Freeboard 6
39.
Side slopes (inside lagoon)--------------- 3.0 a 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIOE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 114.0 174.0 8.5
AREA OF TOP
LENGTH * WIDTH =
114.0 174.0 19836 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
63.0 123.0 7749 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
88.5 148.5 52669 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA -TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
19836.0 52569.0 7749.0 1.4
Total Designed Volume Available = 113552 CU. FT.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
120.0 180.0 21600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 21600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 66000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 120560 gals. or 16117.6 cubic feet
58. 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 gallon,
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA [ 12 inches per foot
Volume = 12600.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 12600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 16118 cubic feet
5B. 0 cubic feet
5C. 12600 cubic feet
50. 12600 cubic feet
TOTAL 41318 cubic feet
6. SUMMARY 1q_o
Temporary storage period=— =__=-=-_==r) 180 days
Rainfall in excess of evaporation===--==) 7.0 inches
25 year - 24 hour rainfall=-===-=----__=) 7. nches
Freeboard=======----_- ��-_____-_) 1. e e t
Side slopes-- -----_—_ - —_ �) 1
Inside top length----=_=-------------------) 120.0 feet
Inside top width 180.0 feet
Top of dike elevation—=_=--- __=__) 49.0 feet
Bottom of lagoon elevation===------- --) 39.5 feet
Total required volume-- r__ ______) 107318 cu. ft.
Actual design volume===-----------1�_) 113552 cu. ft.
Seasonal high watertable elevation (SHWT)=—) 0.0 feet
Stop pumping elev.=—= _--=—_=__--) 45.5 feet
Must be ) or = to the SHWT elev.=====-_) 0.0 feet_
Must be ) or = to min. req. treatment el.=) 45.5 feet
Required minimum treatment volume====—=—=) 66000 cu. ft.
Volume at stop pumping elevation=—=---_) 69174 cu. ft.
Start pumping elev.=-_—­ =_----__) 47.2 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==) 100952 cu. ft.
Volume at start pumping elevation==========) 98230 cu. ft.
Required volume to be pumped==== =-===_-_==_) 28718 cu. ft.
Actual volume planned to be pumped========) 29056 cu. ft.
Min. thickness of soil liner, when required=) 1.4 feet
7. DESIGNED BY: APPROVED BY: '4k"Jte&
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

' (G. -RATION AND MAINTENANCE PLAN tom./ SHEET 1 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 to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When 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 47.2 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.5 . This temporary
storage, -less 25 yr- 24 hr storm, contains 28718_ cubic feet or
214808 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.
B. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right—of—ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ—
mental Management, has the responsibility for enforcing this law.

l
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift- of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. 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 or standard tamping roller or other 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 OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream too of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.4 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED -BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

f
` 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 to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme—
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab—
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after- construc—
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to. be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent_ vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the the 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.

C-
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED : 1 . 5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS :
90 . 0 LBS . FESCUE GRASS AT 50 LBS . /ACRE
(BEST SUITED ON CLAYEY OR WET- SOIL CONDITIONS)
SEEDING DATES : SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
45 . 0 LBS . RYE GRAIN AT 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 . 0 LBS . ' PENSACOLA ' BAHIA GRASS AT 50 LBS . /ACRE
(SEE FOOTNOTE NO . 1)
SEEDING DATES : MARCH 15 TO JUNE 15
0. 0 LBS . HULLED COMMON BERMUDA GRASS AT 8 LBS . /AC.;E
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES : APRIL 1 TO JULY 31
0 . 0 LBS . UNHULLED- COMMON BERMUDA G^ASS AT 10 LOS . /ACRE
SEEDING DATES : JANUARY 1 TO MARCH 30
50 . 0 LBS . RYE GRASS AT 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING .
1500 . 0 LBS . OF 10-10-10 FERTILIZES: (1000. LSS . /ACRE )
3 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
15-0 . 0 BALES OF Sil'L L GRAIN STRAW (103 B,' L S/ACRE)
ALL SURFACE DRAINS SHOULD BE INsTALLED PRIOR TO CEEOING . S'NAPE
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 SEGO AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. 'IPPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING .
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS . WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE. OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED .

4
CARROLL'S C..FOODS, IN
P.0. Drawer 856
WARSAW,NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM NAME OR NUMBER �C. 1Q. 5-f$L p lea
FARM DESCRIPTION p r-P- SITE N
LOCATION
WCx 0L 13A co w\M o TI VT V
hl-) �LjN cDoWTv
COMPANY FARM ^ N D
CONTRACT GROWER y -t--S

TABLE OF CONTENTS
Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
ASCSField Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Soils Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . 3
Soil Investigation Worksheet 4
Waste Treatment Plan . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . 0 . . . 5
Waste Utilization Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Operation and Maintenance Plan 7
Construction Specifications For Lagoon 8
Seeding Plan (Farm Site) . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . 9
Computer Drawing of Existing Ground . . . . . . . . . . . . . . . . . . . . . . . 10
Existing Elevations . . . . . . . . . . . . . 0.0 . . . . . . . . . . . . . a . . . . . . . . . . 11
Lagoon Cross Section Diagram . . . . . . . . . . . . . . . . . . . . . e . e . . . . . e12
Computer Draving of Proposed Lagoon & Building Pad . . . . . . . . 13
Site Balance Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . # 14
Computer Draving - All Data - Proposed . . . . . . . . . . . . . . . . . . . . 15
Computer Draving - Contour Lines . . . . . . . . . . . . . . . 0 . . . . . . . . . . 16
Computer Draving - Sloping Lines . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Computer Draving - Blov-up of Lagoon Corner . . . . . . . . . . . . . . . 18
Building Pad Elevations . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . 19
Computer Cross Section - Existing - Proposed - Balanced . . .20
Facility Overlaid on Existing Topo Map . . . . . . . . . . . . . . . . . . . .21

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Os :ator:J.B. STROUD County: DUPLIN Date: 06/02/92
Distance to nearest residence (other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. 0 lbs
O sows (farrow to wean) x 433 lbs. = 0 lbs
1776 head (wean to feeder) x 30 lbs. 53280 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) 53280 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 53280 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 53280 cubic feet
3. . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 125.0 feet ; Inside top width 120.0 feet
Top of dike at elevation 52.4 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 51.4 feet
Bottom of lagoon elevation 41.4 feet
Seasonal high water table elevation 'f6•° feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 120.0 115.0 10.0
AREA OF TOP
LENGTH * WIDTH =
120.0 115.0 13800.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
70.0 65.0 4550.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
95.0 90.0 34200.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
13800.0 34200.0 4550.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 87583 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
125.0 120.0 15000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 15000.0 square feet
Design temporary storage period to be 180 days.
`_': Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 53280 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 13011 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 = 8750.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 9375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13011 cubic feet
5B. 0 cubic feet
5C. 8750 cubic feet
5D. 9375 cubic feet
TOTAL 31136 cubic feet
6. SUMMARY
Total required volume 84416 cubic feet
Total design volume avail. 87583 cubic feet
Min. req. treatment volume plus sludge accumulation 53280 cubic feet
At elev. 48.7 feet ; Volume is 54118 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 78208 cubic feet
_ At elev. 50.7 feet ; Volume is 77560 cubic feet (start pumping)
Season high water to le elevation s % f����eetQQ
7. DESIGNED 8Y: APPROVED BY: �kukat^ ) J
DATE: b��,-a�l- DATE: 6
SC.S 016 Q1
�o Cuter ,r•o aorre6 .
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

Owners name--:J B STROUD County:DUPLIN
Mail Address-:RT 1 BOX 76A MAGNOLIA,N.C. 28453
Type of production unit----:WEAN-FEED
Type of waste facility-----:Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level, 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 content 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 the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. 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:
----------------------------------
1776 animals x 0.4 tons waste/animal/yr= 750 tons
total waste

Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
1776 animals x 0.48 lbs. N/animal/year = 852 lbs./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 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ------ ----- ----- ----- ----- ----- -----
13 2440 M E'f--
T2618 1 AuB' 3 4 Tons 200 -39:0 -VKW F-MAY,S-N
----- ----- ----- ----- ----- ----- --13-- -2 400 ------
Total .l&r.0 .-Beet
Available Nitrogen 852
Surplus Or Deficit -24s9-
- l7F{9
Crop codes: 1=Cereal grain; 2=Corn; 3=Fescue; 4=Range Gr. Bermuda
S=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
apply and the irrigation application rate prior ton
waste.
^h+� c�
Prepared by:
N e le Date
Concurred in by: 10

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:
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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 50.7 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 48.7 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.

SPECIFICATIONS FOR CONSTRUCTION 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) shall be installed as shown in
the plans.
Construction:
-------------
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. 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 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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
8 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED.' APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Wientation: -45.0 Z Magnification: 146.1 Inclination: 80.0
60.i8'
So.es
49.90 � ,
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Lower Left 30 Hash Surface
30 Mesh Surface
Existing
Project: J 8 STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
E st i eator:
Prepared by: using Sitswork

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49.60 )K 49.40
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Plot of all data for the surface:
Existing
Project: J B STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork

1 •
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30 Mash Surface
Balanced
Project: J B' STROUD
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: uaing Sitework

Fill sheltikiswell perceat% 20. 60 Cut shrink/swell nercent: 0.00
Iterating to balancing 4ithin 10.0 cubic yards. . .
delta Cut Fill CUT - FILL
0.00 2830. 16 997. 82 1832.34
1.30 2265. 15 2483.21 -218.06
1. 16 2321.49 2320. 74 0.75
Raise "Proposed" by 1. 16 feet.
New surface called "Balanced" has been created.
• �===.aeeeeee==c�occssssssaas
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Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
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Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork

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Location:
Bid Data:
Engineers
Owner:
Estimator:
Prepared bU: using Sitswork

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Location!
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Drawing: OFF SITE NURSERY
Number:
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Bid Date:
Engineer%
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Estimator:
Prepared by: using Sitawork

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Insect Control Checklist for Animal Operations
Source Cause BIOS to Control Insects -
Site Specific Practices
Llquld Systems
Flush t?uttcrs Accumulation orsollds Flush system Is designed and operated
sufficiently to remove accumulated solids from
'utters as designed.
2' Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons,settling basins and pits where -
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 Inches over more than 30%of surface,
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other Impoundments to prevent
accumulation of decaying vegetative matter
along watets edge on impoundmenfs perimeter,
D77&sldms
Feeders Feed Spillage Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation ofdecaying wastage,
Clean up spillage on a routine basis(e.g.,I• I o
day Interval during summer; 15•30 day Interval
during winter),
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by Insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for breWees grain and similar high
molsture grain products).
O Inspect for and remove or break up accumulated
solids In filter strips around reed storage as v
needed,
AM1C•November 11, 1996, Page 1

Soar-de. Cause Bras to Control Inseets. w Site Specille Practices
Animal Holding Areas Accumulations of animal wastes 0 Bliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals Is
minlinal,
0 Maintain fence rows and filter strips around
' animal holding areas to minimize
accumulations of wastes(IA,Inspect for and
remove or break up accumulated solids.as
needed).
Dry Manure Handling Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7 10
Systems day interval during summer; I5•30 day Interval
during winter)where manure is loaded for'land
application or disposal.
,0 Provide for adequate drainage around manure
stockpiles,
0 Inspect for and remove or break up accumulated
wastes in tllter_strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State Unlversity,
Raleigh, NC,2769S.76 r3.
a �2 7
l
.o.
°' AMIC•November 11, 1996, Page 2

Swine Farm Waste Management 0
dor Control Checklist
Source Cause
Farmstead Swine production �IisPs to M!nlmlze or
Yegatativc or wooded buffers; site Sperlric Practices
` O Recommended best mans gemcnt practices;
Animal body surfaces IV GoodJt;dgment and common sense
Dirty manure-covered animals
Floor surfaces We manure-covercd floors Dry floc
• Slotted floors; •
67" Watcrcrs located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;'
Manure collection pits Urine; 0 Underfl°orventflatlon fordrying
Partial microbial decomposition orscrap;manure removal by flush,pit recharge,
Yentllatlon exhaust tans 0 Underfloor ventilation
Volatile gases; Fan main tenance;
Dust
Indoor surfaces Dust B�Efflolent air Movement
Washdown between groups of animals;
0 Feed addlilves;
0 Feeder covers;
B"Feed delivery downspout extenders to feeder
Flush tanks Agitation of recycled lagoon covers
liquid while tanks are fllling O Flush tank covers;
O Extend flit lines to near bottom of tanks with
Flush alloys Agitation during wastewater antl�s! hon vents
conveyance t7 Underfloor flush with underfloor ventilation
Pit recharge points Agltatlon ofrecyclill
lagoon '
liquid while pits are filling Extend recharge lines to near bottom ofphs
Lift stations with snit-siphon vents '
• Agltatlon during Sump tank O Sum
filling and dmwdown p task covers
�Ouls.ld,drain collection Agitationduring wastewater
tion boxes 0 Box covers
conveyance -�1
AMOC•November 11, 1gg6. Page 3

Source Cause BMPs to Nalmize Oddr
anoonf drainpipes at Agitation during wastewater Extend discharge point ofplpes underneath Site Specific Practices
g conveyance lagoon liquid!level
Lagoon surfaces Volatile gas emissions;
Proper lagoon liquid cap4elty;
Agitation
• Biological mixing; I�Cortect lagoon startup procedures;
•
O Minimum surface area-to-volume ratio;
VMlnimum agitation when,pumping;
O Mechanical aeration;
Irrigation sprier Nigh pressure agitation; O Proven biological additives
novJes Wind drift Irrigate on dry days with 1466le or no wind;
O Minimum recommended operating pressure;
t
G�Pump Intake near lagoon liquid surface;
O Pump from second-stage lagoon
surface
Storage tank or basin Partial micro biai decomposition; O Bottom or midlevel loading;
. Mixing while filling;
O Tank covers,
• Agitation when emptying O Basin surface mats ofsollds; '
O Proven biological additives or oxidants
Settling basin surface Partial microbial deeomposltlon,' O Extend drainpipe outlets underneath liquid
• Mixing while tilling; level;
• agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; p Soil Injection of slurry/sludges;
spreader outlets Volatile gas emissions
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while
slurry or sludge on field drying CI' Soil lnJectton ofslttrry/sludges _
surfaces O Soil Incorporation within 48 his.;
O B9111W In thin uniform layers for rapid drying;
Q x logical additives or oxidants
Dead animals Carcass decomposition 7
i�pro�atdispQalttc�t of carcasses
Dead animal disposal Carcass decomposition pits O Complete c�vo sf carcasses in burial pits;
' ,
O PropeAW01VOW,tructlon ofdisposal pits
incinerators Incomplete combustion O Secondary stscl;burners -
AMOC-November 11, 1996, Page 4

Spurce Cause BIAPs to MlnimIu Odor R
Standing.water around • Improper drainage; Site Speciri.c Practices
facilitle Grade and landscape such that water drains
• Microbial decomposition of away from facilities
organic mutter
Manure tracked onto Poorly maintained access roads g.,Farm access road maintenance
public roads from farm
access '
Additional Information
Swine Manure Management; 0200 RuleBMP Packet Available From :
'Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU, County Extension Center
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128.88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU•BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103.83 NCSU•BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIN-33 NCSU• SAE
Environmental AssurWe Program; NPPC Manuel NCSU•Swine Extension
Optlons for Managing Odor,- a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Concerns In Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings NCSU Agri Communications
g Florida Cooperative Extension
r_
1r� N
r, C.
Yp.'• ••,Q r t
�i
r y..
AMOC•November 11, 1996, Page 5

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

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
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Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.6. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
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• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
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• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forage land; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forage land;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forage land; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
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The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure--an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels--high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
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EMERGENCY ACTION PLAN
PHONE NUMBERS
(Duplin County)
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2120
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
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-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
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2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact location
of the facility, the location or direction of the movement of the spill, weather and wind
conditions. The corrective measures that have been under taken, and the seriousness of
the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown. LLC
b. Contractors Address: P.O. Box 856. Warsaw NC 28398
c. Contractors Phone: (910'1293-3434
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910i 293-5330
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.
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