820177_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Eavironmental 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 Stale 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
most be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verb all infarmatian and make any necessary darrections below.
Application must be signed and dared by the Permlaee.
1. Farm Number: 82-0177 Certificate OfCovemge Number:
AWS820177
2. Facility Name: Minnie Edwards Farm
1 Landowner's Name (same as do the Waste Management Plan): Minn a Edwards
4. Landowners Mailing Address: 5615 William R Kid, Rd
City: Newton Grove State:. CC Zip:
28366-81"
Telephone Number: 910-718-2151 Ext. E-mail: m'nrieb1945navnail.com
5. Facility's Physical Address: 5615 William R Kim, Rd
City: Newton Grove State: NC Zip:
293668199
6. County where Facility is located: Samenum
7. Farm Managers Name (if different from Landowner): Thomas Gene Edwards Jr
g I= Managers telephone number (include area code): 919-921-1115 Ext.
9. Integ ram's Name (ifthere is not an Integrator, write "None"): Momhv-Brown LLC
10. Operator Name(OIC): Thomas Gene Edwards Jr. Phone No.: 910-718-2151
OIC#: 16701
11. Lessee's Name (iftlere is not a Lessce, write "None" y
12. Indicate animal operation type and number:
Cousin Permit Operations Type Allowable Count
Swine - Wean to Feeder 3,040
Operation Trpee
Snout
Cattle
DrvNutu
Other Typo
Wean to Finish
Davy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heiler
Laying Chickens
Hanes - Other
Farrow to Finish
MilkCaw
Pullen,
Sheep Sheep
Nederto Fhdsh
Dry Cow
Turkeys
Sheep Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Bmad Cow
Wet Paul"
GO.
Other
Non Laying Pullet
Other
Layers

Version —November 26, 2018
Mortality Management Methods
Indicate which methods) 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.
d-Rerrderingat a Tendering plant licensed under G.S. 106-166.7.
Complete incineration according to 02 NCAC 52C .0102.
❑A composting system approved and permitted by the NC Department of Agriculture & Con -
El 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
El NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ a Any method which, in the professional opinion,.of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Q Mass Mortality Plan
Mass mortality plans are required for famrs covered by. an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance. - -
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
¢I .a. t,� 3- A?- 8oi 9
�ignatuye of Farm Owry¢r/Manager Date
Signature of Technical Specialist Date

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
correction, and provide missing data)
Stricture
Name
Estimated
Date
Bulk
Liner Type
(Clay, Sy shefic,
Ookewwn)
Capacity
(Cubic Peet)
Fsdiceted
Surface Area
'(Square Feet)
Desip Freeboard
'Rci lire.
(1-hes)
Mal
C
%
23Z
2898
Mad one (1) copy of the Cer0lied Amoral Waste Management Plan (CAWMP) with this completed and signed application
as required by PIC General Statutes 143-215.1OC(d) to the address below.
The CAWMP o vdt lnclo s, the following cumpovevm:
J
_. I. The arnat repasil Ikeda, Utilization Plan (VILT), signed by the pwmer and a certified technical stiecialist corrtamwg;:
a The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc- _
b. At map ofovery field wed 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) fu every crop shown in the WUP
f. the maximum PAN to be applied to every land application field
g. The waste Wilicafiov windows for every crop utilized thine WUP
h The required MRCS Standard specifications
2. A site map)schemafic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best mmnagement pracfices noted
S. Odor Control Checklist with chosen beat management practices rated
b. Mortality Conhpl Checklist with selected method noted- Use the enclosed updated Mortality Control Checklist
7. Legoadstomge Pond capacity decuumation (design, calculations, etc.) Please be sure the above mole is accurate and
complete. Also provide any site evaluations,wetland determinations, or hazard classifications that maybe applicable to
you facility.
8. Operation and Maintenance Plan
If your CAWlAP includes any components not shown on this list, please include the additional components with you submittal.
(e.g. composting, digestms, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can seen suit email one signed copy of the
application and all the CAWMP items above to 20191ermidlenaw.al©nedesrgov

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 143-215.61, any person who knowingly makes any false statement
representation, or certification in any application may be .subject to civil penalfies up to $25,000 per violation. (18 U.S.C.
Sermon 1001 provides a punishment by a tine of not more than $10,000 or imprisonment of not more than 5 years, or hem 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 ofthe corporation):
Name: lrli, M6 f5. 41.,g/n,�a r. rue: Owner
Signature: � IdBoL 0 Date: co-.9
Name:
Signature:
Title:
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 20699-1636
Telephone number: [phone]
E-mail: 2019ParmitRcngomI@ncdcm,gov
FORM: RENEWAL -STATE GENERAL 022019

NUTRIENT UTILIZATION PLAN
Grower(s): Minnie Edwards
Farm Name: Minnie Edwards Farm
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. -
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value dithe nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
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This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carved out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff, tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10586 gal/yr
gal/yr
3040
Wean to Feeder
223 gal/yr
677,920 gal/yr
Feeder to Finish
986 galyr
gal/yr
Total 677,920 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacitv Type Nitrogen Produced per Animal Total
Farrow to Wean
6.41bs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibstyr
Iba/yr
Farrow to Finish
26 Ibstyr
Ibs/yr
3040
Wean to Feeder
0.48 Ibstyr
1,459 Ibstyr
Feeder to Finish
2.3 Ibs/yr
Ibs/yr
Total 1,459 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 7.176
Total N Required tat Year: 2547.48
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 2,547.48
Total Nitrogen Produced by Farm: 1,459.20
Nitrogen Balance for Crops: (1,088.28)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
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3(b)N8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in Bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Ratherthan cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 Ibs N / bushel
B
Hybrid Bermudagrass- Grazed
50 les N/ton
C
Hybrid Bermudagrass - Hay
50 lbs N/ton
D
Corn - Grain
1.25 Ibs N / bushel
E
Corn - Silage
12 tax N/ton
F
Cotton
0A2lbs N / lbs lint
G
Fescue -Grazed
60Ibs N/ton
H
Fescue - Hay
60Ibs N/ton
I
Oats
1.3 Ibs N / bushel
J
Rye
2.41bs N / bushel
K
Small Grain - Grazed
501bs N/acre
L
Small Grain - Hay
50 has N/acre
M
Grain Sorghum
2.5 lbs N / owl
N
Wheat
2A lbs N / bushel
O
Soybean
4.0Ibs N / bushel
P
Pine Trees
40 lbs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
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SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
FarmSpecifications PAN/yr/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
3040 Wean to Feeder 0.072 218.88
0 Feeder to Finish 0.36 0
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 218.88 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 1094.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 3 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 8.7552 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or pending occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface in'igalion is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stared in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
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Application Rate Guide
The following is provided as a guide for establishing application rates and amounts
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
Edwards
1
NoA
C
0.5
1
Edwards
2
NoA
C
0.5
1
Edwards
3
NoA
C
0.5
1
Edwards
4
NoA
C
0.5
1
Edwards
5
NoA
C
0.5
1
#N/A
#N/A
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Additional Comments:
Acres shown are effective wetted acreage based on the use of a solid set
irrigation system
Overseeding of bermuda is 'optional' each year depending on rainfall/lagoon
freeboard situation.
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Minnie Edwards Farm
Owner: Minnie Edwards
Manager:
Owner/Manager Agreement:
Ilwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Minnie Edwards
Signature: %- .1e3. d S
Date
Name of Manager (if different from owner):
Signature:
Name of Technical
Signature:
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the held (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No pending should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter far spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
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Fti ga-/7-2
EMERGENCY ACTION PLAN G«�
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) ao-vsc-rsvr
EMERGENCY MANAGEMNET SERVICES (EMS) S9a - Frei
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) .sva - 7913
COOPERATIVE EXTERSION SERVICE (CES) ssa u�at
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. 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 flows 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 lagoon
bottom as soon as possible. -

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
G. 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?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for adviceftechnical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
S. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address.
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: 4io svt- 29lJ
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
•Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

r^'
'
Appendix A
COOPERATIVE NATURAL RESOURCES CONSERVATION SERVICE
EXTENSION SERVICE AND SOIL ✓Y WATER CONSERVATION DISTRICT
POLK
PO Box 187 PO Box 236
Columbus, NC 28722 Columbus, NC 28722
704-894-8218 704-894-8823
RANDOLPH
2222-A S. Fayetteville Street Room 105, Federal Building
Asheboro, NC 27203 241 Sunset Avenue
910-318-6018 Asheboro, NC 27203
910-629-4539
EMERGENCY
MANAGEMENT SYSTEM
704-894-3067
910-318-6911
RICHMOND
PO Box 1358
Rockingham, NC 28379
County Administrative Building
910 997 8238
910-997-8255
125 South Hancock Street
Rockingham, NC 28379
910-997-8244
RORESON
PO Box 2280
440 Caton Road
Lumberton, NC 28359
Lumberton, NC 28358
930-671-3150
910-671-3276
910-739-5478
ROCRINGHAM
PO Box 200
PO Box 201
Wentworth, NC 27375
Wentworth, NC 27375-8881
910-634-3000
910-342-8230
910-342-8225
ROWAN
PO Box 1807
Salisbury, NC 28145
Rowan County Agriculture Center
704-638-0911
704-633-0571
Z727 NC Old Concord Road
Salisbury, NC 28146
704-637-1604
RUTHERFORD
PO Box 272
Rutherfordton, NC 28139
Room 202, Federal Building
121 South Main
704-287-6075
704-287-6010
Street
Rutherfordton, NC 28139
704-287-4817
SAMPSON
369 Rowan Road
Clinton, NC 28328
84 County Complex Road
910-592-8996
910-592-7161
Clinton, NC 28328-4727 -
910-592-7963
SCOTLAND
231E Cronly St. Suite 800
Laurinburg, NC 28352
Scotland County Governmental Annex
910-276-1317
910-277-242Z
231 East Cronly Street, Suite 800
Laurinburg, NC 28352-3820
910-277-2433
North Cumlina Scott Unly ,iq
147

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Sysrem.)
Mush Guttare
Accumulation a solids
(I Flush system is designed and operated
sufficiently to remove accumulated
soilda from ,unto as dasigned.
() Remove bridging of accumulated solids le
tlische,
Lagoon. and Phs
Cmeted Sdids
(�-rnal twtw lagoons, settling basins and
pits what. .at breeding is apparent to
minimize the cm.ti el of acids to a depth
of no mare then 6.8 inches over more then
ao�.artaa..
Fxcesaive Vegetative
Decaying vegetation
( F dintain vegetative c inarcl along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders Feed Spillage
Feed Storage Accumulations of feed residues
Animal Holding Areas Accumulations of crime wart..
and feet wd t.g.
AMIC—November 11, 1996
operate and maintain feed avatems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying west.,..
11 Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter)
( 1 Reduce moisture accumulation within an! ...urd
immediate Perimeter of feed storage areas by
insuring drainage away from site en,lor providing
adequate containment (e.B. covered bin for
brewer's grain and similar high moisture grain
products).
O Inspect for and remove or break up accumulated
solids in filter strips erouhd feed aterage as needed.
(1 Eliminate law area that trap moisture along fences
and other locations where waste accumulate. and
end disturbance by animals is minimal.
U Maintain fence rows and filter strips around shame
holding amas to minimize ac.Pmul.dons of wastes
(i.e. inspect for and remove or break up accumulated
..lids as needed).

cry Manure Handling Accumulate.. of camas watea ( ) Remove spillage on a routine beaie (..U. 7-10 day
System. interval during summer, 1S30 days interval during
_ winter) where manure is loaded ror lam ep,,atior
or aff'oeal.
O Provide for ndequate drainage around manure atockpil<..
1 ) Inspect for and remove ar break up accumulated weate.
in filter stripes around st.apil.. and manure handling
areas u needed.
The issues checked ( ) pertain to this operation. The landownerintegrator 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.
� � (Landowner Signature)
For more information contact the Caopemeye Estansion Service, Department of Entomology, 9oz 7813, North Caroline State University, Raleigh, NC
27635-7613.
AMIC—November 11. 1396

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Saurce Cause BMP*s to Inimize Odor
Site Specific Practices
ad Bwme production (� ve..... a or wadded buffers;
(1 Recommended beat management
Ore s;
( and judgment and common sense
Roar surfaces Wet ru arr..yamd flops
(-0" Wesrms located over Waned floors; -
1 ) Fascism at high and of solid fleas;
( I Scrape manure buildup from floors;
1 I ❑nderflPar, ventilation for drying -
Manura collection he Urine 1-Y�raquent manure removal by flush,pit
rocherge,or scrape
Pence] mia.rbial decampaaidon I) Undemoor ventilation
ventilation exhaust fen. Volatile gases, () anti�'a�manance;
Dust ( Lffficiant air maveman,
Indoor surfaces
I) Feed additives;
O Feeder covers;
(1 Feed delivery downspout extenders tp
feeder caves
Flush tanks
Agistion of recycled Ipoon
O FlusM1 tank coven
liquid while$ tanks are filling
! 1 Extend fill line. to near bottom of
tanks with ard,iphon vems
Flush alleys
Agistion tludng weatewater
11 Underfloor flush with undeMaor
conveyenance
ventilation
Pit recharge pains
Agitation of recycled lagoon
(1 Extend rechard lines la near bottom of
liquid while pis are filling
pits with and -siphon vents
lift tired...
Agitation during sump tank filling
11 Sump tank covers
and drawdown
outside drain collection
or junction boxes
End of drainpipes at lagoon
Agitation during wastewater
conveyance
Agitation during westewasr
11 Box covers
11 Extend discharge Point of Pipes
underneath lagoon liquid level
lagoon surfaces
Volatile gas emissions
1 roper lapoan liquid capacity'
Biological mixing
(1 Correct lagoon startup Procedures
Agitation
(1 Minimum surface areo-ta-volume retie
I I Minimum agitation when Pumping
(1 Mechanical aeration
11 Pm.en yelPgic41 additives
g P kl zzl
High p more egrtnon
IX untiegete on dry days with little or no wind
Wind draft
() Minimum recommended operation pressure
(1 Pump intake near lagoon liquid surface
O Pump from secand-stage lagoon

Storage tank or basin
Partial microbial decomposition
0 Bottom or midlevel loading
surface
Mixing has filling
() Tank covers
Agitation when emptying
() aaein aurfece men of solid.
1) Proven biological additiveur or outcome
Settling basin surface
Partiai micabiai tleeompoeition
(7 Ez[erd drain pipe outletr urderneath liquid
Mixing while filling
level
Agitation when emptying
11 Remove settled solid. repelady
Manure, slurry or sludge
Agitation when spreading
() Sail injection of curry/sludges
spreader outlets
Volatile gee emissons
O Wash residual manure from sproad.r afro. use
i) Proven biological additives, er oIdd.nl
Uncovered manure, slurry
Volatile gas emissions while drying
()Soil infection of alurry(aludgea
or sludge on field surfaces
(I Soil in..M... than within % hour
11 Spread in thin uniform layere for rapid drying
O Preven biological additives or oddantr
Oeatl animals
Cereeas tlecompoaition
roper tliapaeido. of oercaeaea
Dead animal disposal
Carcass decampoaltion
(1 Comple[e covednp of carcenas in burial pitr
pits
1) Proper Ipcatipn/c... truction of disposal pin
mcompiete
— ........ v -.,a, amuno improper dminaga Id Grade aM landscape such thei water drdre
facilities Microbial decomposidon of away from facilities
organic matter
Manure tracked onto public Poorly maintained access road. ( Farm eccasa road maintenance
road. from farm eccasa
Addition.[ Information:
Available Frame
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Feet Sheet
NCSU-County Extension Center
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88
NCSU-8AE
Swine Production Facility Manure Management: Urderflopr Fluae-Lagoon Treatment; EBAE 129-88
NCSU-8AE
Lagoon Coca and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCBLLBAE
Calibration of Manure and Weseawater Application E
PP Ruipmenp EBAE Fact Sheet
NCSU-8AE
Controlling Odors from Swine Buildings:
NCSU-8AE
ra
Manuel Assunc Program: NPPC Manual
Swine
Options for Managing Oda, a report from the Swine Odor Task Force
NC Park Produces Assoc
cosExtaA s
Nuisance Concern. in Animal Manure Management: Odor. enel Flies: PRo107, 19SS Conference Proceedings
NCSU Agd Communications
Florida Cooperative Extension
The issues checked 1 ) 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 Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC-November 11, less

Mortality Management ylethods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 23 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
s[ earn or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
1 Complete incineration
Q In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
G Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 13. 1996

USDA unaad state.
_.-- oepanmemor Sampson County, North Carolina
Agriculture
Farm 19104
Tract6512
2019 Program Year
CLU
Acres
HEL
Crop
2
20.46
UHEL
3
4
14.75
19.66
UHEL
1 UHEL
Noncropland
I Noncro land
Page Cropland Total: 20.46 acres
Map Created March 13, 2019
Base Image Layerflown in 2018
Common Land Unit
Cropland
Non -Cropland
OTracl Boundary
Wetland Determination Identifiers
• Restricted Use
p Limited Restrictions
Exempt from Conservation
Compliance Provisions
ducer andlorlde Ml? imagery. The pmducar
users reliance on this data outside FSP Pmiessi
rtons or contact NRCS.

!� WASTE MANAGEMENT SYSTEM
FOR
GENE EDWARDS
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
---------------------------------------------------------------
OPERATOR:GENE EDWARDS
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 the Soil Conservation
Service personnel are in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be certified for payment (if ACP
cost -share 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. SCS 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 the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT?
Yes
NO
X
DESIGN REQUIREMENT:
144,272
cu.ft
=5,343
cu.yds.
ESTIMATE OF EXCAVATION: 107,136
cu.ft
=3,968
cu.yds.
ESTIMATE OF PAD:
---------
0 cu.ft
=
-_-------
0 cu.yds.
ESTIMATE OF DIKE:
60,642
cu.ft
=2,246
cu.yds.
ESTIMATE OF MATERIAL
---------
FOR SANDY -CLAY
LINER:
----_-__
=
0 cu.yds
ESTIMATE OF TOPSOIL
REQUIRED:
=
200 cu.yds.
Ratio 1.8
: 1
---
Total Excavation
=3,968
cu.yds.
Job Class II
Designed By:
DOUG NIEMAN
9/23/94
--------
---------------
-------
Date
Design Approval

- Operator:GENE EDWARDS County:
SAMPSON
,—,stance to nearest residence (other
than
owner):
1.- AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs.
0 sows (farrow to feeder)
x
522
lbs.
0 head (finishing only)
x
135
lbs.
0 sows (farrow to wean)
x
433
lbs.
3040 head (wean to feeder)
x
30
lbs.
Describe other :
2.
3.
4.
n,
n
Date: 9/23/94
1800 feet
Total Average Live Weight -
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. ALW x Treatment Volume(CF)/lb, ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 91200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) 165.0
Inside top width (feet) 160.0
Top of dike elevation (feet) 51.0.
Bottom of lagoon elevation (feet)------------ 39.0
Freeboard (feet) 1.3
Side slopes (inside lagoon) 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDES SS/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 157.2 152.2
0 lbs
0 its
0 lbs
0 lbs
91200 lbs
0 lbs
91200 lbs
DEPTH
10.7
AREA OF
TOP
LENGTH
* WIDTH
=
157.2
152.2
23925.84
(AREA
OF TOP)
AREA OF
BOTTOM
LENGTH
* WIDTH
=
93.0
88.0
8184
(AREA
OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH
* 4
125.1
120.1
60098.04
(AREA
OF MIDSECTION
* 4)
CU. FT.
- [AREA
TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM]
* DEPTH/6
23925.8
60098.0
8184.0
1.8
Total Designed
Volume
Available=164437.39 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
165.0 160.0 26400.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26400.0 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 = 91200 lbs. ALW/135 lbs ALW * 1.37 gal/day 180
days
Volume = 166592 gals. or 22271.7 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 or excess water. Flush
systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48
gallon
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 inches * DA / 12 inches per foot
Volume = 15400.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15400.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA. 22272 cubic feet
5B. 0 cubic feet
5C. 15400 cubic feet
5D. 15400 cubic feet

6. SUMMARY
Temporary storage period-------------------->
180
days
Rainfall in excess of evaporation =====______>
7.0
inches
25 year - 24 hour rainfall------------=----->
7.0
inches
Freeboard___ ------ ___----------------- ______>
1.3
feet
Side slopes_____________>
3.0
: 1
Inside top length____ _______________________>
165.0
feet
Inside top width_____ _______________________>
160.0
feet
Top of dike elevation _______________________>
51.0
feet
Bottom of lagoon elevation ------------------ >
39.0
feet
Total required volume=====__________________>
144272
cu.
ft.
Actual design volume ----------------- ______=>164437.39
cu.
ft.
Seasonal high watertable elevation (SHWT)===>
40.0
feet
Stop pumping elev.__________________________>
46.5
feet
Must be > or = to the SHWT elev.====______>
40.0
feet
Must be > or = to min. req. treatment el,>
45.0
feet
Required minimum treatment volume=====______>
91200
cu.
ft.
Volume at stop pumping elevation=====_______>
96986
cu.
ft.
Start pumping elev------------------- _______>
49.0
feet
Must be at bottom of freeboard & 25 yr, rainfall
`
Actual volume less 25 yr - 24 hr rainfall ===>
149037
cu.
ft.
Volume at start pumping elevation=====______>
148140
cu.
ft.
Required volume to be pumped ________________>
37672
cu.
ft.
Actual volume to be pumped __________________>
51154
cu.
ft.
Min. thickf soil lin when required-->
1.8
feet
7. DESIGNED BY:,1r9'S APPROVED By
�/�Z((4l r� q (�
DATEE:: JJJ7��V/S.(>//
DATE: !
/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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 to acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 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 (is - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL

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-
blished 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.
LmMHaYrat"iUI
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 tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
45.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT S LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
15.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 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 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT S
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
-----------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to 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.
n 3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 49.0 a_ marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 46.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 37671.7 cubic feet or
281784 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.
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.
S. 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.

Coefinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
Settled Top Elevation 51.0
Pipe Invert Elevation
49.0
Pit SS 3 :1 S5 3 : 1
TREATMENT
y� LAGOON '
�i Depth = 10'
—� Pipe (Needs to he adequately f
supported) ,jll
Bottom Elevation 39.0 _
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
ss 3 : 1

JJ. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner GeNE E1)yvK7Y i5 - County 50%Tnpe6N
Community or Group No. - Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 9 liz 194-
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. ElevitiFn—
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements Above :Floodwater Above
.. WooDS
1
SOM : SJJAM'P .
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach o cunnFnl FATI IIRF nF RTRIIPTIIDF Id Il I NQT. Fmn4NIr FR
f
LIFE OR DAMAGE PUBLIC TRANSPORTAION. jlwao)L JooO -ro SR I"I to
n.
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) C
Dam Classification (I, I1, III, IV, V) 7I
B <2AnQn'-) V o . SCI Date
name t tIe
Concurred By Date
name title
-'� NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering North Carolina University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCUZ_ATION
OF LAND APPLICATION RATES
James C. Barker
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors. -
ii. From storage
a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
E. Liquid Manure Slurry
i. Under -slotted -floor pit
a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
into plastic .bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator pump or from manure spreader and place in a
plastic bucket.
*Professor and Extension Specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC

Attachment B
Page 2 of 3
—� C.
Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe
to flush tanks in a nonmetallic sample container.
ii. From
Lagoon
a.
Place a small bottle (1/2 pint or less) on end of
10-15' pole.
b.
Extend bottle 10-15' away from bank edge.
C.
Brush away floating scum or debris.
d.
Submerge bottle with 1' of liquid surface.
e.
Empty into a plastic bucket, repeat about 5 times
around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. BroilerorTurkey
Litter
i. House Litter
.--� a.
Visually inspect litter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b.
Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar visual quality is around feeders and
waters, take 1 subsample there and the other 4
subsamples from remainder of floor surface.
C. At each location, collect litter from a 6" by 6"
area down to earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii. From Stockpile
a. Take subsamples from about 5 locations at least 18"
into pile. _
b. Mix, add 2-3 lbs to nonmetallic sample container and
seal.
�I. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat in any other way.

Attachment B
Page 3 of 3
B. Pack sample in ice, refrigerate, freeze or transfer to lab
quickly.
C. Hand -delivery is the most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such
as newspaper, box or package with wrapping paper and tape.
E. Commercial sample containers and mailers are also available.
Contacts:
I. A&L Eastern Agricultural Lab, Inc. - iii. Polyfoam Packers
7621 Whicepine Road 2320 S. Foster Ave.
Richmond, VA 23237 Wheeling, IL 80090
Ph: [phone] Ph: [phone]
U. Fisher Scientific Cc N. NASCO
3315 Winton Read 901 Janesmlle Ave.
Raleigh, NC 27604 Ft Atkinson, WI 53S38
F. Private analytical labs are also available, but sample analysis
costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Ray Campbell
ii. Forward $4.00 along with the sample.
iii. Include the following identification.information with
sample:
a. Livestock species (dairy, swine, turkey, etc.)
b_ Livestock usage (swine -nursery, finishing; turkey
breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
C. Waste type (dairy -lot scraped manure, liquid slurry;
.swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe,
Mn, Zn, Cu, B
V. Additional analysis performed upon request: DM, Mo, Cd,
Ni, Pb

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: GX OU41M Date: 9/23/94
County:
Address: CLMCN, Ic -
Use of facility
Bench
41 0E SWE 3- TO L
51.0
AVE. mE ELEt.
7----EIO EE01100
Description
BUKHRSY
Bottom - Elev. 39.0
Normal Liquid Level - - Elev.
Storage for normal Precip. (+) apt.
Maximum Liquid Level Elev.
25 yr.- Storm Storage (+) T. Ft.
Crest ESW Elev.
Max.F1ow Depth (+) Ft,
Freeboard (+) 1.3 Ft.
Top of Dam Elev. 51.0
AVE. MTTEY 6Et.
(EEe Wet foe voila uleuLEtien)

,
:.. ON,
d
!y■
n■n�n■n
�■m
■i■�n■S�■■n■■■■ni■
Qo.�000mm©�.®m®©o�oo©Q
�.■■■■.■■■■mom,.■■■®�■....
��■�■�e■e■e■eme■■■■e■■■ee■

UNITED STATES SOIL
DEPART\ENT OF - - COMB LRVATION
AGRICULTURE SERVICE
-------------------------------
WASTE MANAGEMENT FACILITY SITE £'VALUATION
I GENERAL INFORMATION
-�-- y----------
------------------
ELEPdGNE0--�Y-= L15�_______
LOCATION-
------------------
-------------
SIZE CPEFAT.ON is Yo_M(z rkP �--
------------
LOCATION DATA
DISTANCE FROM NEAREST RESIDEN' E'NOT OWNED By
PRODUCER 18--FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO ----
if yes, SCS oaamet pa'evi" maisr""s.
IS SITE AT LEAST 100 FT. FROM A "SLUE LINE"
PERENNIAL STREAM? YES----- NO ----
If no, site must be relocated.
IS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO�-
If yes, landowmor sbeuld oeaeult with local zoning board
about required permits. Permits must be obtained prior�
to design approval.+
t Are utilities in construction area? YES----- NO----
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials' may be
attached to site evaluation.)
Page 1

WETLAND!
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO -'Z�--
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT iN SWAMPBUSTING? YES---- NO.'/ ---
IF 'WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORM OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES___-
IS A DESIGNATED NATURAL SCENIC .AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED,ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? - YES-=-- NO ----
IS AN ARCHAEOLOGICAL OR HISTORICAL SIT£ LOCATED IN THE
PLANNED AREA? YES_--- NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO
if yes to any of these questions, refer to form NC-CPA-16
for Policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSS£.^, WITH PRODUCER...
... ..... PREDOM.I WANT W.NC DIRECTION? YES-- - NO ----
........POSSIBLE EXPANSION OF TREATMENT
.%OL�`.c FROM. _ .,.FT. UPWARDS TO /
J CC. FT. ILA. OF ASIMA.L?
........PRECHARGING LAGOON WITH FRESH '
WATER TO AT LEAST 1/2 OF THE /
CAPACITY? FEo NO____
........USING GOOD SDGND JUDGMENT 1N //
LAND APPLICATION OF WASTE? YES C--= NO ----
Page 2

ohm �
DOES P00WCLM OWN E0000M LAMP TO PIM) MLY LAND
APPLY WASTE? NO ----
IF. NO, DOES PRODUCER HAVE .ACCESS TO
MORE LAND?
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilisation Plan to Site OVAIUAtiOn.)
SOIL INVZSTIGAT20N -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTRCNZD
IS SOIL SUITABLE FOR LAGOON? YES-� NO------
IS A CLAY LINER REQUIRED? YES-7-- NC------
__
I >, IS CLAY n':AILABLE DiiSITE? YES_ __ NO______
QUEST-ONAB..r
i5 A CORE TRENCH REQUIRED? YES-�----- NO------
!Attach soil investigation sheet to site *Valuation.)
SITE APPROVED YYEE,S----- NO------ CONDITIONAL-------- 1
_--------i_e_—__— ---=----------
`r`"'t--
S4turmg�FJ_____________________________________________
__-______.________________________________________________
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND 1
CONSTRUCTION OF :A000N CONTINUES IN REASONABLE TIME
j PERIOD.UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE �E'.ALUAT7--N BE :NVALIDATEC.
j SIGNATDAE-�Y`--==--------
DATE- `-��-
Page 1

OH-IRM 2/15/88
Top
width
12
12
12
12
12
12
12
12
GENE EDWARDS
PLANNED
QUANTITY CALCULATIONS -
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer DOUG NEIMAN Checker
Date 09/22/94 Date
Left Right Off-CL
SS
SS
(ft)
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
3:1
3:1
30.0
WEAN TO
FEEDER
** EXCAVATION
**
CL
Dist
Area
Volume
Sta
(ft)
(SgFt)
(Cu.Yds)
0+00
0.0
80
0.0
0+80
0.0
80
0.0
1+60
0.0
112
0.0
2+72
0.0
70
0.0
3+42
0.0
92
0.0
4+34
0.0
80
0.0
5+14
0.0
80
0.0
5+94
0.0
104
0.0
6+98
0.0
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
152.9
516.5
195.7
947.7
95.4
1282.7
66.1
1375.1
5.1
1438.8
32.3
1511.4
16.7
1655.0
80.3
2246.0
226.6

ON-IRM 2/15/88
GENE EDWARDS
PLANNED
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer DOUG NEIMAN Checker
Date 09/22/94 Date
WEAN TO FEEDER
** EXCAVATION **
Bot
Left
Right
Off-CL
CL
Dist
Area
volume
Width
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
h8
3:1
3:1
126.0
1+42
892.8
58
1888.5
88
3:1
3:1
126.0
2+00
B65.4
59
3968.5
88
3:1
3:1
126.0
2+59
1038.3
** FILL **
Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0

OE-IRM 2/15/88
GENE EDWARDS
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
in
US Department of Agriculture
Soil Conservation Service
Sampson County, North Carolina
Designer.: DOUG NEIMAN Checker
Date 09/22/94 Date
WEAN TO FEEDER
TEMPLATE DATA:
Beginning Elevation = 51
Beginning Station = 0+00
0+00 to 6+98 d/3c112\3 0.00000 ft/£t
S ^2ION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 44.3 100.0 / 48.0
SECTION NUMBER 2
Centerline Station +80
ORIGINAL DATA:
0.0 / 43.7 100.0 / 46.5
SECTION NUMBER 3
Centerline Station 1+60
ORIGINAL DATA:
0.0 / 46.1 100.0 / 48.7
SECTION NUMBER 4
Centerline Station 2+72
ORIGINAL DATA:
� 0.0 / 48.7 100.0 / 46.5
SECTION NUMBER 5
Centerline Station 3+42
ORIGINAL DATA:

OH-IRM 2/15/88
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
GENE EDWARDS
US Department of Agriculture
Soil Conservation Service
in
Sampson County, North Carolina
Designer DOUG NEIMAN Checker
Date 09/22/94 Date
������+�xx,tx��xxxxx:t:txxxxxx+x+�a>�r����x�x�xxxx�������xxx>�z�xxx������xxx:t••zz<
WEAN TO FEEDER
TEMPLATE DATA:
Beginning Elevation = 39
Beginning Station = 1+42
1+42 to 2+59 c\3cl88/3 0.00000 ft/ft
TION NUMBER 1
Centerline Station 1+42
ORIGINAL DATA:
0.0 / 40.8 100.0 / 44.3 200.0 / 48.0 300.0 / 51.0 400.0 / 50.6
500.0 / 49.7
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 41.7 100.0 / 43.7 200.0 / 48.0 300.0 / 50.7 400.0 / 53.0
500.0 / 53.6
SECTION NUMBER 3
Centerline Station 2+59
ORIGINAL DATA:
0.0 / 43.1 100.0 / 46.1 200.0 / 48.7 300.0 / 51.7 400.0 / 53.8
500.0 / 54.0

-WEAN TO FEEDER (continued) 09/22/94
r
0.0 / 51.7 100.0 / 48.7
SECTION NUMBER 6
Centerline Station 4+34
ORIGINAL DATA:
0.0 / 50.7 100.0 / 46.5
SECTION NUMBER 7
Centerline Station 5+14
ORIGINAL DATA:
0.0 / 51.0 100.0 / 48.0
SECTION NUMBER 8
Centerline Station 5+94
ORIGINAL DATA:
0.0 / 48.0 100.0 / 46.5
SECTION NUMBER 9
� Centerline Station 6+98
ORIGINAL DATA:
0.0 / 44.3 100.0 / 43.7
page 2