260008_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
f
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: 26-0008 Certificate Of Coverage Number: AWS260008
2. Facility Name: James Ra% Hall
3. Landowner's Name(same as on the Waste Mdnagement Plan): James Ra, Hall
4. Landowner's Mailing Address: 4275 Critter Ln
City: Roseboro State: NC Zip: 28382
Telephone Number: 910-531-4170 Ext. E-mail:
5. Facility's Physical Address: 3366 Barbwire Rd
City: Roseboro State: NC Zip: 28382
6. County where Facility is located: Cumberland
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Prestage Farms Inc
10. Operator Name(OIC): James Rav Hall Phone No.: 910-308-5448 OIC#: 26053
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,080
Oueration Types.
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 Poulin
Gilts Other Non Laying Pullet
Other Layers

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 Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
z an -4 4VZ 5, gq,� c dq 0
601114�JS
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),signed bN the owner and a certified technical specialist. containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
%13. Emergency Action Plan
V4. Insect Control Checklist with chosen best management practices noted
v/5. Odor Control Checklist with chosen best management practices noted
V6. 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. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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):
Name: Title:
Signature: 4� Date: �0Iq
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 02/2019

?9.Y pf f
ROY COOPER MAR 2 7 2019
a �
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CAROLINA
0ircrror Environmental Quality
February 27,2019
James Ray Hall
James Ray Hall
4275 Critter Ln
Roseboro,NC 28382
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 httns://deg.ne.gov/about/divisions/water-resources/water-qualit-,-regional-operations/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 i our continued coverage under the State Non-Discharge General Permits, You must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently; Covered by an
Expiring•,State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one Ill con►• of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on p 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): Fa%etteville Regional Office,Water Quality Regional Operations Section
Cumberland County Soil and Water Conservation District
AFOG Section Central Files-AWS260008
Prestaee Farms Inc
Nortt Ciro ma Depalmert of Efivroorrsrts Qus t� I D vsor of V.atar Ras3araes
512 N.Sa sbsiy St.1 1636 Na Seervne Crtter I Ra z a},North.Caro ra 27S99�1S2 S
- -�� 919.707 MO

1/11/2019
NUTRIENT UTILIZATION PLAN
Grower(s): James Ray Hall
Farm Name: James Ray Hall Farm: AWS260008
County: Cumberland
Farm Capacity.-
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 6080
Feeder to Finish
Storage Structure: Anaerobic Lagoon
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 of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,W, 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 10585 gal/yr gal/yr
6080 Wean to Feeder 223 gal/yr 1,355,840 gal/yr
Feeder to Finish 986 gal/yr gal/yr
Total 1,355,840 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 Ibs/yr Ibs/yr
Farrow to Feeder 6.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
6080 Wean to Feeder 0.48 Ibs/yr 2,918 lbs/yr
Feeder to Finish 2.3 Ibs/yr Ibs/yr
Total 2,918 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 21.32
Total N Required 1st Year: 4078.69
Total N Required 2nd Year: 2111.52
Average Annual Nitrogen Requirement of Crops: 3,095.11
Total Nitrogen Produced by Farm: 2,918.40
Nitrogen Balance for Crops: (176.70)
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
2of11

Reception Area Specifications Year 1 of 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Hyd Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield lbs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
2 9: 08.00 320.76 85.G 86.25 256.16 N Sept-Mar 45 1 194.25 576.92
86.25 474.38 Sept-Mar 45 108.00 594.00 194.25 1068.38
86.25 210.45 Sept-Mar 45 108.00 263.52 194.25 473.97
.g
1.94 7S.D 20 73.75 113.58 Sept-Mai 96.00 147.84 169.75 261.42
7 D 1.25 73.75 75.23 40 96.00 97.92 169.75 173. 55
86.25 677.06 Sept-Mar 45 108.00 847.80 194.25 1524.86
Totals; 21.32 1806.85 2271.84 4078.89
3(a)of 11

Reception Area Specifications Year 2 of a 2 year crop rotation
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acres ie Type Code Apply Yield Ibs N/Unit Residual IAc Utilized Code A 1 Yield Ibs N/Unit Residual IAc Utilized Lbs N/Ac Utilized
4234 A r-Se 05 f 4 100.00 297.00 0.00 0.00 106.00 297.00
2 _ 100.00 550.00 0.00 0.00 100.00 550.00
100.00 244.00 0.00 0.00 100.00 244.00
42321 92.00 141.58 0.00 0.00 92.00 141.68
4233 Wagram _ 92.00 93.84 0.00 0.00 92.00 93.84
100.00 785.00 0.00 0.00 100.00 785.00
Totals: 21.32 - 2111.52 - 0.00 2111.52
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass- Hay 50 Ibs N/ton
D Corn - Grain 1.25 Ibs N/bushel
E Corn- Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N /Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue- Hay 50 Ibs N/ton
Oct-, I 1J 1 b 3 ui.S e
J Rye 2.4 Ibs N/bushel
K Small Grain -Grazed 50 Ibs N/acre
L Small Grain-Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat 2.4 Ibs N/bushel
O Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs 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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr1
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
6080 Wean to Feeder 0.072 437.76
Feeder to Finish 0.36
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 437.76 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 2188.8 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 7 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 17.5104 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
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.
5of11

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
4234 1 Autryville D 0.6 1
42321 2 Autryville D 0.6 1
42321 3 Autryville D 0.6 1
42321 6 Wagram D 0.6 1
4233 7 Wagram D 0.6 1
42321 P1 Autryville D 0.6 1
6of11

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
4234 1 Autryville D 0.6 1
42321 2 Autryville D 0.6 1
42321 3 Autryville D 0.6 1
42321 6 Wagram D 0.6 1
4233 7 Wagram D 0.6 1
42321 P1 Autryville D 0.6 1
6of11

Additional Comments:
This plan revised to reflect the pivot acres instead of the pulls. The crop
yields, application rates and windows remained the same as in the previous
plan written by David Faircloth dated 5/1/2001.
The pivot replaces pulls 4 & 5 and part of ull 3, which was recalculated.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: James Ray Hall Farm; AWS260008
Owner: James Ray Hall
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
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: James Ray Hall
Signature:
Date
Name of Manager(if different from owner):
Signature: _
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Private
Address: 237 A.I. Taylor Road
Richlands, NC 28574
Telephone: (91 ) 290-3300 _
Signature: /
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 field
(See USDA, MRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist'. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10of11

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.
11 of 11

James Ray Hall Farm
Pivot Add't.
James Ray Hall Form
AWS260008
Q
Pull 6 � O
Pull 7 Hydrant Connection
for Freshwater
Pull 1 well
,- 100'
Setback
Pull 2
Pull 3
Pivot P1
Well
rw/100'
Setback
J
Specifications: Pivot
Valley Standard Pivot 7000 0
Machine Length — 582.3' (228.2 GPM) O
End Gun Radius — 85.5' (71.8 GPM)
® 55 PSI; 300 GPM Total O
Ricky Hall Farm
�. AWS260062
Wells
James Ray Hall Farm /100'
Pivot P1 Pulls Acres Setba`'Iks
1/4 Circle (90 Degrees) 1 2.97
6.11 Ac. w/o End Gun 2 5.50
7.85 Ac. w/End Gun 3 2.44
End Gun Runs 81 Degrees 6 1.54
7 1.02 "'—
r 'wi kk�
'n
GRAPHIC SCALE �;:
400 _
o zoo 400 e00
X: J. u
( IN FEET ) -
1 inch = 400 ft.

^�
CUMBERLAND COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-15+1
^- EMERGENCY MANAGEMENT SERVICES (EMS) 910-678-7688
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-484-8939
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-484-8939
COOPERATIVE EXTENSION SERVICE (CES) 910-484-7156
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the 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 problems are
listed below:
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon-hold waste in the
house if possible.
d. Call a pumping contractor.
~-' e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-action include :
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason (s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators-actions
include :
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
-�� c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

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 to catch all seepage, put in a
submersible pump, and pump back into 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.
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?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach 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 of
the property) ?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND 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 SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-678-7688.
o. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
(SWCD) , Natural Resources Conservation Service
(NRCS) office at 910-484-8939 and Cooperative Extension
Service (CES) at 910-484-7156 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

�. Contact the contractor, of your choice to begin repair, of the
problem to minimize off-site damage.
a. Contractors Name : i .,:`
b. Contractors Address :
c. Contractors Phone: -- -
8. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc. ?
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control ClIecklist. for Animal Operations
-- ------------ - - 5ilc Spccilic l'ruclaccs ,
-"--'�-
Suurce -- — C;I isc — �— -- -
—Liquid Systems
_ I
l�cculaUon UI SUII(Is _-- — Flush System is designed nild opelated
I lush tinlluts nnl sn111cien ly to Ielltuve accumulated Solids floral
t louts ;IS dcsigrlcd.
CI IWiluve III idging of accunllll;lled solids ;it
Ciuslc(I 5ulids ----_- — ��'I;ainluin lagoons, soiling basllls and Mils wbele
Lagoons Mid Pils~ pest bloating is;app;Ilent lu nlinirttizc Ills
cl tlstilag of sulids to a depth of no more than G -
3 inches over more luau 3U%of su(I;Ice. _
l xccssive Vegetative Umlying vegailiun 1�N1ainUlin vegetative cunitol along hanks of
Ingoous and other inipoundnlellls to prevent
GIUNN-th Ilccurlaulatioll of decaying vegeWlive niallcr
❑lung w;alcl's edge oil inlpuundtnclll'S perilllclel _—
— Dry Syslcllls
I uc(I Spillage C— Ucsign, operate and nulillWill toed Syslclns (c.g.,
Feeders bunkers and Iluughs) lu II)ininli7,e talc
accumulation of decaying wastage.
O Clcan up spilhagc on a rookie basis(e.g., 7 - 10
(lay interval during.9munter; 15-3U (lay inlet Val
(luring wiutcr). —
I cc(I Storage nccula lih111u1aS ul Iecd lesiducs CI Reduce nluistu u
le accullalalioll vvilltin and
at uund inillic(liale perimeter or feed storage
areas by insuring dtairlagc away fioill situ
;Ind/ur providing adetitiate colll;linnlcnl (e.lt.,
cove,cd bin for bimer's grain ❑Ild sinlilalr Iligll
nloislule "mill pluducls).
O Inspect for and icnlovc ur break up accunrtllalcd
solids in lil(er strips mutnid feed slulage as
I)ccdc(I.
AMIC- i`lavcillber I I, I')9G P;Ige I

Sile sp
Source
Animal I 101ding Aicas Accumulation-, of illillull wils(cs C) Jailllillnlc lo\V alcar, that (lop 1110istme along
alld Fect) jujj(:Cs and oillcl. loczldolls whele waste
;ICCIIIIIIIInles '111d distillholice by "Illillmis is
F) Mainlaill I'ClIce lows alld ('111cl suips alomid
mlillial holding mcas lo millimin
;ICL:vllmI;IliolI.% of-wasles (i.e., illspco for and
Icnluvc of bicak up ncomillatcd solids M
liceded).
L',c ()II a I()tljjljc J)jisis(e,g.. 7 - 10
Dly Mallule landling AccillImIalioll-, \v;lslcs FI Remove spilh
Systems (1;1), interval (Im hip, stumuci; 15-30 da)' illiel v;'I
(1111 ing willicl) \VIICI c Illamil 0 is loaded fur land
:111plicatioll or dispos;I1.
O I'l ovidc for mle(jimic drainage around manure
stockpiles.
0 Illspccl for rind iemovc or break ill) nccull"'Inted
%v;lsIC5 in filter sh ills 'Ilolllltl stockpiles and
111.111111C handfillf".1mls ns liceded.
For more ill Ikil Illation contact Illettlopenitive Extension Sel Vice, Dcp;ll 1111CIII of 1:111()Inology, Ilex 7613, Hol Ill CII-OHIM SMIC Ullivcl'si[Y,
Jk;ijciL,h, NU,27695-76 13
AMIC - Nk)vclllI)cl- 1 1, 199()-

Swine Farm Waste Mallegeinenl Odor C011tl•Ol Checklist
- ------- - __ ---------_._ _-.-------------- 11�11's lu Minimize U(lur --- SiIC Specific I'racllCcs
SullrcL OIISI'_- _ _ - —'
I arnlslca(1 �• Swine plo(luclioll JVcgclalivc or wuo(le(I bufCcls;
pf" 1tccunlulencicd best ill-nim9clucnt PI;Ictices;
LtY {Juu(I juclL',nlenl :IIIII
Aninl;Il bully sullaces - • Dilly nlanule-covcicd animals- — I)ly Iluuls - -- — — --- --- - - -
I font suI laces -- -•—^11�e1 IIIi111lIIC-CU\'L'llll IIIIIII.ti — _—Iolle(I Ilo(Ils;
mil' valercrs lucale(I over slulle(I pools;
O Fcc(Icls at high end of-solid Ilouls.,
O SClape nianulc buil(I(lll 1'lulll HOW
O I-III(ICllluul' Vcnlilaliorl fur (Ilyillg
Marline collccliun Mils Urine— --- - -- f 1-FIC(lucllt nlanolc lcmov:ll by hush, pit lccharge, -
I'allial Illictubial decunlllusilil,ll or"cline;
• O Ulldcrllunr vclllilaliun - -- -- - --_-..-. _.-
• Volatile h;lsls; ki/F.n 11minten;alce; --- -
Vcnlilaliun exhaust (ails �.
Dost I F 'icient ;1il IIIuvulllelll --�- --_
--- — -� -- - --- Waslulmyll between gloulls (11 anilmik;
Iu(louI sill Daces Dust
CJ I"ce(I a(I(IitivCs;
O Fcc(Icr covers;
C] Fec(l Llelivcly (lo(Vnspuul cxlcn(ICIs to fec(lcr
Covers _ --- --------
I,lusll I:ulks Agil;6on ol•lcCyClc(I lagoon Cl I lush tank CuvCls;
ligni(I while links ale lilling O lixten(1 fill lines to near bollum ul-tanks With
anti-siphon vents -- --
I lush alleys ngilatiun (lolling wastewatcl. lI
— O Un(Icr (mr Ilnsh %vi(h unclel hour vcnlilaliun -
convey;ulce
Pit lecbalgc points Agitation of recycle(I lal,uun ❑ Extend Icchalgc lines Iv near bollum of pits
liquid while Ails are filling Willi anti-siplloll Vents -- --_---_-__-_
--bill slnliuns -- Agilation (Iln•illg sllnlp lank --- n- Sump lank covcls
filling mill (II'awdown -- --
Outside (Main Collectiun Agilation (luring waslcwatCl CI nox covcls
ur junction buxes collvey,ulce
ANIOC - Novcnlbcr I I, 1996, I'agc 3

------_ _-_-_-__
° Agitation N|oimmx sxl".`cvmcn'liv',vkmmmiiv;
kJiximmo ogiWiux when |xm`piv&;
O Nnchooico| xcm(|ox;
O |`rovcx biological vJdi|ivco
- ' ------' ------
-III igoit'll spliliid��---'-- --1 ligh Illessille ngit;l,ioll�----���� h/i&olc oil d/yJxy.swith |kUr o/ ov nim|;
m,zz|cx ° \Yi»J JrU\ ' m|ximmo ucvmmmJcJo|nm'ixK}/rcomo;
|'mx|, ixuko /n;, 6&vox liquid Sill Face;
O hm`|` homsccm/J-s(o&o |o&vox
Stoiage tank of-basin IjIiCIUt)iII LICCOIIIJ�O.Oioll; El Bottom of.midlevel lwldillg�
sill lace ° kJ|xix8n|`i|r Idling; [] Txokcvvcn;
° A86xkxn when nx/8yio8 O Basin sill Face mxuo[so|iJc
O |`mvxx bin\ngicx| additives vroxidants
--S-m-U'or-/&'bui s /6co [ Exiouddmm|oy000twmmmcmv*m m|xm` (i | //�iuv�ix dccom `coiUox� ~
�
^ N\xixg while
U |ovo|.
ix��
° A&i\o|iox nhulcm|xyioV O Remove settled m/|iJs /c&v6Jy
sp/c,drrooUc(s " Volatile gas emissions [] Wash lesidual Illanklic Dom spreader n8c,mv;
[] Ymvcx h\u|o&icx| oJJi(ivco of.oxidants
-Mille --------
' ] Soil i/jco(imno[Jvrlyfo|oJgua
sill[ y of-s)oJ&ooil Uc|J J/Yixg [] Soil iocoq,mx|iml %ViU/ix48 |/o.;
sill acm [] Syn»J in thin mJk,m/ |xyom For m|`k|dryi»9;
O |'/ovrx biological xJJNvcx oroxidoois
--- ---- '-'-__'--_- --. _------ -----__- ' - ____
,voi{ivo � com|/|uto oovc/ioA or :xumsco h/ |m,ix| |,im;
|/i\s holler }ooa{|o/d:oogmchmlv[diqms:/ /,iu
- ----
Incillernlols
--------- ---�'- lilcollIpIcte ,ox`\xc|i"o [l 3ooxJxryd:ck |xxxox
AN0C November | |. 1996. Page
�

Source Cansc 111 11'5 it- ()fillhilk C Odor_ Site Specilic I'l-radices
Lil'i sulliolls Agilalion (fill ing, stillw Wilk CI Nuillp ullik coveig
fillilig. alld(Ilawdown
l."Ild ol-diaillpipus al Agila(ioii dining wastewatu 0 lI:.NIClld dischalge point ol'pipcq 1111(lellienth
hl"0011 conveyance lagoon liquid level
Lngoull slit 11ucs vilhilile gns emissions; T 1,1 opel. lagoon liqllid capacity;
• Hiologic;1I lllixillt.; eb—curled 1.1gooll Mal 1111) pi o(:C(Iill CF.;
• Agilalion tL-- Minillitlill still',ice alca-lo-volume ralio;
m---`tvlillilllllln agitation while pilillpiq':
n- MCCImilical nialioll;
1711 Plovell biological additives
0-- hrig"lle oil dry (hys wilt little ol no %Yill(l;
11.1-ign(ioll Spi ilildcl I ligh plessille agit;l1ioll;
1107.ZICS 0 Millimilill lecollilliellticd opmllillg f)l.t)cctllllc;
P--- 11(111111 intake ITCal. lagoon liquid surface;
CI 1'111111) I'loill sucolld-stage lagooll
73c7.1 JIT-il(is Carcass decolliposil ioll U-�-111,011cl'disposi(ioll of calcasses
Carcass decomposition Cie Covet ing ol,cal-casses ill bulial Ails;Deal hii(I dispos,'d pits �--r—collipl I
P- -- Ploper locatioll/collsilliclioll of-disposal pits;
posal pil covers lighl liffling
Stalldill.. miler;it utlild 1111111upel.(Ilaimige; T —Err adc and I;iil(jsc;lf)e such thal mkicl.dlaill.s
facilities Microbial decoillpositioll of' away 1*10111 ("Icili(ics ff
manic mal(rr
Mud nacked Fal I
(ill 1111 )lf'c 'vorly 1111,lilltailicd access loads 11 it access load Illaillicluince
lo,-Itl- [roill kilill access
-Addi.liomal hil'olill-alioll Available Floill
Poldily Mallille Malingellicill 0200 Rille/lIMI, Packet NCSIJ, Comm, I"xicimiTn Ccnlrr
Poill(l), Layer Plodliclitill Facility Mallille Mamil"Clilclit: High Rise, Im-p Pit ; FlIA117 I'll-81H NCSU - BAH,
Pollilly Layer I'lodliclioll Facility I'vinflille N"Innal"Clociiii: HildclCal"C Htlsll - Lagooll Twalillcilt 1 1;11/%1: 130-88 NCS I J - IIA F
Lagoon DCsil,ll alld MallagcIllell( For Livestock NhIlille Tle;I1111clit and Slomgc ; 1*-.13AI: 103-113 NCSU - 1]A E,
caliblalioll of Manure and Wastewater Applicnii(m F(plipme'll ; FAIAI: kict Shed HICS11 - I)AE'
Proper Disposal of'Dead Voll Ili 01 ide Flo. 19 NCSU - Votilh), Science
Nuisance Concerns in Animal tviallille Nhilm ill:
""Cliw (Mi)ls andand1 firs ; IT(JI07, 1991 (-'011fL'I(IlCC PMCCCdilIj,.S I lolicla Coollelalive Fxfcllsioll
AMOC - Fic-mIcillbel 1 1, 1996, Paj,- 7

Version-November 16,2w
Mortality III na: erne:nt:.Me:thods
Indicate which method(s) will be implemented.
When se/ectingaMU14p/e methods indicate-a prirnary.versus secondary option.
Methods other too:"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 knowiedge of animal
death. The burial must.be at least Soo feet from any flowing stream or public body.of water
(G.S.106-403). The bottom of the burial pit.,should beat least one_foot above the'seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid.waste facility permitted by NC DEQ-underGS 15A NCAC
13B .0200. .
_.;__Renderir�''.at a'rpr�dec�ng pla l Iiq"eeLur-tder
a. Complete incineration according toa.02 NCAC 52C.0102.
aA composting system approved and permitted tiy:the NC Department of Agriculture&Con-
sumer Serviceg 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.
a ® In Lthe-case of dead poultry only,-placing in.a disposal pit of a site and design approved by the
NC.Department'of Agriculture.&.,Consumer Services(G.S: 106=549:70).
Any method.which, in the professional.opinionof.the State Veterinarian,would-make possible
the salvage of.part of a dead animals,value.without endangering human or animal health.-
(Written approval by the State Veterinarian.must be attached).
aMass 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-
a.gement.methods to.:be.used for mass.mortality. The NCDA&CS Veterinary Division sup-
ports avariety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAVVMP and is activated
when numbers of dead animals exceed normal mortality-rates as
Vete specified.by the State
rinarian.
• 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. 1065-399.4.
f - r-v 9�
nature of Farm Owner/Manager Date
Signature Technical Specialist Date

Animal Waste Management
System Design
for
Ricky Hall
Table of Contents
Page Item
DESIGN
1 Cover Letter
2 Design Approval Sheet
3 Location Map
4 Soils Map
5 Topographical Map
6-8 Design
9 Grid
10 Typical Cross Section
11-13 Volume Calculations -- Excavation
14 Volume Calculations -- Dike Fill
15, 16 Volume Calculations -- Pad Fill
17 Seeding Specifications
18 Specifications for Construction
19 , 20 Operations and Maintenance Plan
21-23 Waste Utilization Plan
24 , 25 Waste Sampling Information
DESIGN SUPPORTING DOCUMENTATION
A-1 Hazard Classification NC-ENG-34
A-2 Soil Investigation Sheet SCS-ENG-538
A-3 Environmental Evaluation NC-CPA-16

U1ITED STATES SOIL CHARLIE-ROSE AGRI-EXPO CENTER
DEPARTMENT OF CONSERVATION 121 E. MOUNTAIN DRIVE, RM 229
AGRICULTURE SERVICE FAYETTEVILLE, N. C. 28306
Telephone: [phone]
---------------------------------------------------------------------
May 14, 1993
Ricky Hall
Route 3 , Box 168
Roseboro, NC 28382
Dear Mr. Hall:
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is required that you, your
contractor, your integrator, and Soil Conservation Service personnel are
in complete agreement as to how the waste lagoon will be constructed.
The Soil Conservation Service can not be responsible without a pre-
construction conference. SCS personnel will stake out, and along with
your integrator, discuss any questions you and your contractor have
regarding design, layout, and construction of your lagoon. Given
adequate notice, SCS personnel will be available during construction,
should questions arise, but the contractor will be responsible for
checking all cuts and fills. Upon completion of the lagoon, SCS will do
a construction check to determine if lagoon meets SCS plans and
specifications.
The actual amount of material required for the dike, cut-off trench (if
applicable) and any pads to be built may vary from the estimates. The
design has attempted to balance cuts and fills as closely as possible.
Also, an adequate amount of topsoil should be stockpiled, then replaced
on the finished dike and other areas where seeding will be done. If
additional fill material is needed after excavation is complete, the
owner and contractor will negotiate price and location of borrow.
'If 7 59
Note: Estimate of lagoon excavation: 4;3-2-& cu.yds.
Estimate of cutoff trench: �jsp cu.yds.
Total excavation: 4- & cu.yds.
Fill for dike: 56 cu.yds.
Settlement allowance: 89 1-5� cu.yds.
Material for clay liner: cu. yds.
z
Fill for pad: gcu.yds.
Total fill: 1-,8-48 cu.yds.
39 ¢9
Cut-Fill ratio: 1. 13 : 1
If you have any questions, please call us at 484-8479 .
Yours tru ,
i
Lam. Simpson
District Technician

Ricky Hall
Animal Waste Lagoon
Fayetteville Field Office
Cumberland County, N.C.
Design Approval Sheet
Type of Operation- Swine Wean to Feeder
Size of Operation- 3040 Pigs
Volume Required- 141 , 234 Cubic Feet
Volume Designed- 146 , 839 Cubic Feet
Job Classification- II
Designed By: ENQ Cc-r 'ant Date: T11019�
Approved By: Date: o6

U. S. DEPARTMUT Of AGRICULTURE MC-Ewc-40
Soil Conservation Service Rev. 7/91
PLAT! OF EXCAVATED WASTE STORAGE PIT
NJM: !MALL
county: CU^-AaE2LAnD
Address:
L ENO TM /90'
` SIDE SLOPE--3-Tfl 1
e
� o \ 49'� AVE. TOP ELEY. 'oY,
0
A ti
SECTION
f---- -- x
i I
0 37.o AVE. BOTTOM ELEV.
� a �
L EN@TM //8,
(Sae back for voivas calculations)
Use of facility: WASTE 'TACdTMEnT LAGeon
Capacity: 10 g 8 3 5 C. Gallon 8 3 !�r Ft3
Soil Type: WsB
Bench Mark Description Z o D /1 d r y 1,1 13 A S E C F Pa iM CR Po t E '1 7,G.n0- 6
TR,m,�SPonrNEfa AT LCCATIen en To Pe.
SItY
Bottom Elev. 37.o
Normal Liquid Level Blew. 7-
Storage for normal Precip. (+) •
Maximum Liquid Level Elev. 4/7-3
25 yr. Storm Storage (+) .7 Ft.
Crest ESW Elev. —
Max.F'lOW Depth (+) Ft.
Freeboard (+) r.o Ft.
Top of Dam , Elev.— -

Cuu► bEkAnb Co,
TYPICAL VIE14 OP A ONE-STAGE LAGOON SYSTEM
!Z'
Confinment Building Top Width Settled Top Elevation 4�.0
49.5 Pipe invert Elevation
47.3
Ss a
I
�Pit Ss 3 : 1 Ss 3 1
,
TREATMENT
i I LAGOON
�4
i Depth = 10.3
Pipe (Needs to be adequately
supported)
Bottom Elevation 37.0

... --•7
` TYPICAL CROSS—SECTION OF CUmhs��A�D Ca
LAGOON CONSTRUCTION WITH
PARTIAL-.CLAY LINER
1 FOOT THICK CLAY LINER
(MINIMUM)
FILL ; FILL
AVERAGE GROUND
AVERAGE GROUND
VARIABLE + w EXCAVATE THIS AREA AND 1 VARIABLE SANDY MATERIAL
BACKFILL WITH 'CLAY l NO CLAY
SANDY MATERIAL
NO CLAY
1 FOOT THICK 1 FOOT THICK
CLAY LINE11 CLAY LINER
EXCAVATE
SANDY CLAY—CLAY SANDY CLAY—CLAY
ADDITIONAL' EXCAVATION DUE TO LINER:
6 30
AVERAGE DEPTH TO CLAY 3 _ X 1 FOOT THICK X DISTANCE _ �89� CUBIC FEEL' 7O CUBIC YARDS
27 CUBIC FEET/CUBIC YARDS

w
z,zso�
+ i
77
Mask 11
:
C_4;z —
=— re\i�—
-- -
—
i TA�n,n�G,_T.2
TOP 9F A"A a- - �!' C. ; ti` .?AM=2 �y� t_
_9.
9T7' 3o to Wt`An r ce.! C R
5 �� 5c-pF�S TePo SurvFy 0or;
- -
PAD Ftmot^ 2.973_..!v_._Yrs.. _._. .
LN1$An tins A'("
_.._.._.
r,,
i�itr=ST AGE
n`qumi- s ro:ho filch

4 hour storm
year .-
Volume = 7.0 inches . 12 if1r-heS per foot DA
Volume = 13854. 2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
22326
5B. 0 cubic feet
5C. 13854 cubic feet
.`_D. 13854 cubic "_,;fit
. SUMMARY
Total required volume 141234 cubic feet
Total -= volume
Min . req. treatment volume pli!,__ s1!i.dJe accumulation 491200 ci_(:`_f7c
At elev. 45. 1 feet ; Volume is 01693 cubic feet (and pumping )
Total design volume less 25yr-24hr storm is 132985 cubic feet
At elev. 47. 3 f20t ; Volume is 131953 cubic feet (start XmPii
Seasonal high Water table elevation
DATE / V

^ ^
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
190.0 125.0 23750.0 square feet
Buildings ( roof and lot water)
Length * Width =
0 .0 0.0 0.0 square feet
TOTAL DA 23750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 91200 Lbs. SSLW * CF of Waste/Lb. /Day A 180 days
Volume = 22326 cubic feet
50 . 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 recircula
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 amoun
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in A DA / 12 inches per foot
Volume = 13851.2 cubic feet

Oper.a.tor:RIiCKY HALL County: CU!'iBCRLA:!`D Date: ()5/1 i/'9:7
Distance to nearest residence (other than owner) :: ADOO =r+- Ta1-t
1 . STEADY STATE LIVE WE T ijHT
0 =u=•.s ( farrow to finish) .. 1417 ? `7= . 0 lbs
ti: head ( finishing only ) .. 135 1 bs. - 0 l r
TOTAL STEADY STATE LIVE WrTf_'; 1-r '.SSL W -, 91200 1bfi•._
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGt,ll,N
Vo1f_tfine = 91200 lb. SS LW m Treatment . ol_.ii;t_;C 1 . ib.. =i iLW
dVolume = 91200 cubic feet
3. STORAGE tiL -_M _ FOR SLUDGE ACCUMULATIONVolume
AT OWNERS REQUEST . REMOVE SLUDGE..
4 TOTAL DESIGN VOLUME 1M+_ .'•'-.S NEEDED ::
inside top length 190.0 feet g inside top width 125.0 f2eL
Top of dike
at elevation 41 .0 feet
..:.'t::'t,j�is t i - 1 .0 feet I Side slopes 3,o .. _ ( inside la...
elevationTotal design lagoon liquid level at elevation 48.0 foot
Bottom of lagoon 37.0
__ ,:
eet
Seasonal high water table elevation 42 . 1 feet
Total design volume using 1 '_!11 o.a_l :..... .J I '.l i!.:.... _.
+EntSS/SIDE! \i=
AREA OF i I,i 1"
LENGTHLENGTH as WIDTH -
AREA OF BOTT01i'l
.r. [F ROI
I
AREA OF MIDSECTION
51944
::,
�
r Y .li
- 'f

04-Ver-i.44
i fs Department of Agriculture
PLANNED
QUANTITY CALCULATIONS
it ATTONS
prepared for
.i n.
%;UM%�r_j'i:E AND County , North Caro i i r,.=,�
a Designer G I-'E j y N C j_T s'T O N C h e i i4 e r ----
Job Number 044
l a���I J •!• •Jr vts w •� 4 aL•J:ry W•!r. •J:dr.• J: al:�� '• 1 si:W vvjj��tiL a. ,!�,l•L•J: ' �I'S••!:•1. '• d:a!:a+LL• vl:•Ir )•Jr alr•L al: •! ..C. ..�..
1 AGOON ;=Xi=ram]VATiON
Bat Left Right Off-CL CL Dist Area Volume Volume
Width `q ��•'4 ( it)
i•f- ) 1 S t a ( T i" ) (_q 1-!" &C .1::•�=j• -_ _ C i_i.-�l d= )
t
Ear.' 3- 1 3; 1 136.0 1+22 752.4 it

NAME: RICKY HALL
COUNTY: CUMBERLAND
TYPE OPERATION: 3040 WEAN-FEDER
TOTAL REQUIRED VOLUME 141234 CU FT
TOTAL DESIGN VOLUME AVAILABLE 146839 CU FT
VOLUME OF EXCAVATION 4759 CU YDS
VOLUME OF PAD FILL 2973 CU YDS
VOLUME OF DAM 975 CU YDS
CUT - FILL RATIO 1 .21 : 1
'
ESTIMATE OF MATERIAL FOR
SANDY CLAY LINER 70 CU YDS

AV-&a AL
-
.
i5o o - - --- - - --- - - _Y
- j nay J - --- •�. Z - - -_ - ---1--- ------- �..
I t I I
I '
1 a.Ct
O
111 Squares tin the inch

- c -5^ oWARTMENT OF HOH%CULTUAL-:
NC-ENG-lZ
Soil Conservation Service
Rev. 6/82
^ EARTHWORK COMPUTATION SHEET
^
NAME: RICKY HALL
SETTLED TOP DIKE ELEVATION 49.0
TYPE EARTHWORK: X Dike _3: 1_ SS _ 12' _Top: Excav: Pad
STATION ELEV. FILL END AREA SUM OF DISTANCE DOUBLE
GROUND HEIGHT (Sq . Ft. ) END AREAS ( feet) VOLUME
_________________________ _____________________________________________
0 46.7 2.3 43.47
106 47.3 1 . 7 29.07 72. 54 106. 00 7689
202 48.9 0. 1 1 .23 30.30 96. 00 2909
' 271 48.9 0. 1 1 .23 2.46 6T. 00 170
340 48.6 0 .4 5.28 6. 51 69.00 449
441 46.7 2.3 43.47 48. 75 101 .00 4924
542 45.0 4 .0 96.00 139.47 101 .00 14086
610 46. 1 2.9 60.03 156.03 68. 00 10610
678 46. 7 2 .3 43.47 103. 50 68.00 7038
-----------------------
678.00 47875
=======================
1 . Double Volume of Fill = 23937. 6 Cu. Ft.
2. Volume of fill ( line 1/27) = 886.6 Cu. Yd .
3. Allowance for settlement( 10%>= 88.7 Cu. Yd .
4 . Total Cubic Yds (2 + 3) ) = 975.2 Cu. Yd .
Computed by : GLENN CLIFTON
Date: 07/01/93
Checked by �

C;h-Ver-I.44
US Department of AgriculturE
PLANNED
C.UANTITY CALCULATIONS
prepared for
_1�
1_iUi IBEFZ I_FyND County , North C_.-':.
Designer !,tf EhIN Cf TF`3"01`-.j i- l...rFT,r•-i !..
job Number 045
.•";C��.•1,,!!'' •'v4�•J_. -!:vl: J:J: l: ..!'J:1�4:-J:.Je . .:. >r W v •-j •.i:.L vj:J: •Y J;.:. � W •l:-U•.7:J+:� �.L v
:r. r{.:i.r ,`ri;;�`t,;.-..�,n�.f..`f:`; .'�.ny.:! - ,.:x:Jr 3 F.:iC:�:.�.:.-, �.'�`..�.':r_-.::..g,:k:?.:y:.,.:;�:)\.p.:i<�:'�•.4..r,i fi .:��+. �� - '-t'`t•:y J:•;�w,L•�::y J::y, -,a.
PAD y r E
$5 EXCAVATION X* FILL
Top Left Right Off-CL CL
Width i -_ _ ! Dist AreaVolume Area_j Volume
! t t
170 ; 1 4: 1 110.0 2+40 0.0 353.8
5 0.0 - L!
25 0.0 -

.,, I +. Ljs-es
OPERATION AND MAINTENANCE PLAN 4
------------------------------
hi= lagoon is designed for Wa_i-e treatment storage)
�-r lTl�n'C ( Permanent 7 with L
min . odor control . The time required red ,for the planned fluid level : o I_,;
reached ( permanent + temporary storage)) may v: rr' ,due to soil conditions
.E!_t_sh i ng operations, and ~Me amount of fresh water added to the system.
The.r I__
i designed i months temporary =i_[!r-age is � estimated
1 _- c n volume
based d on :,r ._ ) waste from animals; h) excess rainfall ter evaporation !;
and the largest 24 hour (one day ) rainfall tha''r_' occurs On the
average Of once every 25 years . The volume - 4-
_-'- : '. ti!.:_ LI?' �:�tgj�P n,�!-lr�P-:�:pd Ti"onm
a given number of animals will be fairlyconstant
throughout h-St 1'L the y
ear
and from year to year. This estimate is based on % inches ,_7
f excess
rainfall which is equal to or exceeds the highest 6 months excess in
year. The average annual excess Y is average .=PP rO 1f : ly 1 =' Cl=_ _jhere Therefore, a ? _f _ inches of excess
rainfall
will
pumped each /!mar, The 25 year rainfall will not be a factor to
consider
f
,,ns
de
.in a annual pumping cycle, butthis
1 Storage volume
l t rlW y1 be
available. A am !n elevation 1 = determined .n each design to begin
pumping and t -7 l usually the outlet
invert of pipe(,)
1 -1
. _ i - . the outlet pipe is not installed on the elevation tobeg, 1 € mptPg , _ permanent marker must beinstalled
r • ?lj _ this elevation
to indicate when pumping _. t _ _ _ _n. An elevation- - - - established
to _ Pumping to maintain minimum treatment depth feet) .
Pumping can be started Or stopped :at .tali' time between these two
elevatio
.s f tJ r operating convenience as iconditions permit, such _._.
w 1,+.a't��ler, soils, crop, and m+f;f_!.•�pm n _ _ n order `i o apply waste w - nou
runoff or leaching ,
. _ ._.. _.
Land application Of Waste Water is j%' :,rf_tiiS:__a:_ru as an acceptable
method of! disposal , Methods Of application include solid set,
applyingcenter Pivot, guns, and traveling gun irrigation ,
waste
taken when r , : prevent damage 1_ •
if
The Tollowing items are to be carried outn
U it is
stronglyrecommended
.-e,-:ri;i!:r!fs;...!I... that the treatment :
on be pre--
_... ; capacity to _ t_ excessive
t.a r r �t p. Pre-charging reduces
..e d ! _ the ��` :. - -- -- _1._during
start-up.-'
„
initial
waste i= entering .;_,_ reducing
e lagoon thereby
:......, , , ,, 1:�:f [ !,uel i ill-1� all - 1 - !:.1!- - - - -- -
odors,
wit
flush h.-•' !.. recycled lagoon liquid .i'i i.! r' �v i'i' water -should -� ri!1',
; -
be used !or flushing aftor initial filling ,
2. The attached waste utilization plan shall be followed , T h i
plan recommends sampling :"1 testing of waste
attachment)
before land application .
... _ Begin PUMP""
_i.!•1?i_ »'t_.._.. _ Of he _ar-_.(f_.__n W i}2nfluid level reaches l _ -
�_ ..on �l '- - as marked by Permanent marker, _�i pu - '
elevationthe fluid level reaches 45. 1 orfluid before the
r_
- t- ( this.- = t..a. ;._ ,._. ! ,..to :._rt i.T' loss t_ is'- - - -
bacteria) . The dMign temporary storage, less 25 year storm!
} y .,
.A ' ?._ cubic feet i}._..f+ 270626 gallons. = - before, -
considerably Vary

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.
-
'
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 .
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.

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
a �fj Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
U 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.
Rendering 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).
aAny method which, in the professional opinior.uof the State Veterinarian, would-make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm 0 ner/Manager Date
Signature of Tec )ical Specialist Date

fi
�- +4-
�3
Hall Brothers Farms
Animal Waste Management System
Table of Contents
Page Item
DESIGN
1 Design Approval Sheet
2 Location Map
3 Residential Location/Site map
4 Topographical Map
5 Flood Map
6 Soils Map
7 Soils Investigation
8 Lagoon Design
11 Grid Survey, including layout
12 Typical Cross Sections
15 Operation and Maintenance Plan
17 Seeding Specificatins
18 Construction Specifications
20 Waste Utilization Plan, including spray
area map
23 Waste sample information
25 Volume calculations
DESIGN SUPPORTING DOCUMENTATION
A-1 Wetland Determination CPA-026
A-4 Hazard Classification NC-ENG-34
A-5 Environmental Evaluation NC-CPA-16
MAR 2 7 2019

G
Hall Brothers Farms
Animal Waste Lagoon
Fayetteville Field Office
Cumberland County, N.C.
Design Approval Sheet
Type of Operation: Swine wean to Feeder
Size of Operation: 3040 pigs
Volume Required 144, 505 cu. ft.
Volume Designed 153, 378 cu. ft.
Excavation
Not calculated by Natural Resources Conservation Service
personnel, see design sheets beginning on page 25 for volume
estimates.
Job Approval
Job Classification II
Designed By: Glenn Clifton, Presta a Farms Date 1 20 1995
Checked By : �Q,.,,� -!� Date 1 /25/1995
Approved By: �Ctu�,y c��,„�, _ Date 1_,'2 5 9-S

776\ `�•_ --�. �"� mil-• ---�.'�" - rx. -ai lab;•— `` ;+rF — _ -�'.'� _�1II
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rc
Cem
t,
y106
Itot
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r Dam ri_ 41-
roA�
V.cem
105
22 Wes, _ :'r"�• •��r
fAMMONJcaE�z zs:�.ft —— `_.r,.., �'_ •z'``. �'•, t'i -
52531 SE 724
SCALE � � c , arttTc.
1:24 000 � ��
s
- o
ST
1000 y� 3000 MILES _- = I
_ 0 - a�=- - 6000= JOoo 8000
.5 FEET -50 00 1�000
_ Kll METERS I --
0 METERS -- - -
1000
CONTOUR INTERVAL 5 FEET zoos —
NATIONAL GEODETIC VERTICAL DATUM OF 1929 — -
N.C. I
THIS MAP COMPLIES WITH NATIONAL , ` •", ;
U.S. GEOLOGICAL SUIZ MAP ACCURACY STANDARDS QUADRANGLE LOCATION
LDER DESCRIBING TOPOGRAP DENVER,COLORADO 80225, OR RESTON. VIRGINIA 22092
HIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST -

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33
NAME
swco
F10 OFFICE
7
1—T N;iu 1 1 i f i i r
4 5.
s 147- q2,0
Location SkqtCP
q 2. a A
Depth 1A, V
2
Depth
(ft)
4
0 - 1
<
------ sm
1 - 2 e,
SYVA
2 - 3
V
1' 5m "V
3 - 4
5 C-
4 1 C SG
-7 S L
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9
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11 - 12
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12 - 13
13 14
Test Method
Name and Title

�
Jperator:RICKY HALL County : CUMGERLHND Date; 01/05/15
Distance to nearest residence (other than owner) : 1500. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder ) x 522 lbs. = 0 lbs
0 head ( finishing only ) x 135 lbs. = 0 lbs
0 sows ( farrow to wean ) x 433 lbs' = 0 lbs
3040 head (wean to feeder) x 30 lbs. = 91200 lbs
Describe other :
: 0
Total Average Live Weight = 91200 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. ALW x Treatment Volume(CM /lb. ALW
Treatment Volume(CF) /Ib. ALW = 1 CF/lb. ALW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT CCMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGNED VOLUME AS NEEDED.
Inside top length ( feet)--------------------- 140 .0
Inside top width ( feet) ---------------------- 190.O
Top of dike elevation ( feet)----------------- 49 . 5
Bottom of lagoon elevation ( feet) ------------ 39. 5
Freeboard . ( feet)----------------------------- 1 .0
Side slopes ( inside lagoon ) ------------------ 3.0 : 1
Total design volume using prismoidaI formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3. 0 134. 0 l84 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
134. 0 184.0 24656 AREA OF TOW,
AREA OF BOTTOM
LENGTH * WIDTH =
80.0 130.0 10400 &3EA OF BOTTOM'':
AREA OF MIDSECTION
LENGTH * WIDTH * 4
107.0 157.0 67196 4REA OF MIDSECT10~ A 4
CU . FT. = [AREA TOP + ( 4mAREA MIDSEC7I0N + AREA BOTTCM7 DEP7H/6
24656. 0 67196.0 10400 , 0 1 . -
Total Designed Wolume Ava lab e = 1533"S CU FT'

^
19
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
140.0 190 .0 26600.0 square feet
Buildings ( roof and lot water)
0 .0 square feet Describe this area,.
TOTAL DA 26600.0 square feet
Design temporary storage period to be 180 da`'s,
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 1% days
Volume = 166592 gals' or 22271 .7 cubic feet
52. 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 zhat recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 cays storage/7. 48 gallons
oer CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfal exceeds e'apo,ation b^ arges7 amoun
180 days excess railfa ' l = 0 nc�es
Volume = 7 .0 in * DA / 12 inches per foo .:
Volume = 15516. 7 cubic feet

w
b 10:_-
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
Volume = 15516.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22272 cubic feet
5B. 0 cubic feet
5C. 15517 cubic feet
5D. 15517 cubic feet
TOTAL 53305 cubic feet
6. SUMMA0
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 .0 inches
25 year - 24 hour rainfall==================> 7.0 inches
1 .0 feet
Side 3.0 : 1
Inside top 140'0 feet
Inside top width============================> 190.0 feet
Top of dike elevation=======================> 49. 5 feet
Bottom of lagoon elevation===============-> 39 . 5 feet
Total required volume=======================> 144505 cu. ft. *
Actual design volume========================> 153378 cu. ft *
Seasonal high watertable elevation (SHWT)===> 45.4 feet
Stop pumping elev.==========================> 45.7 feet *
Must be > or = to the SHWT elev. ==========> 45.4 feet
Must be > or = to min , req . treatment el .=> 45. 5 feet
Required minimum treatment volume===========> 91200 cu. ft.
Volume at stop pumping elevation============> 91557 cu. ft.
Start pumping elev.=========================> 47.8 feet *
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 137861 cu. ft .
Volume at start pumping elevation===========> 136582 cu. ft.
Required volume to be pumped=============-> 37788 cu. ft. *
Actual volume planned to be pumped==========> 45025 cu. ft. *
Min . thickness of soil liner when required--> 1 . 5 feet
I U .
7 . DESIGNED BY, A � �1L~�- �/�i /�^ APPROVED BY:
'~�`__ . siC '��
DATE: 1 / ;2,0/9 5 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

z•zao4rfMMAL
;
r
rtoc L� `Sg 4I3 - 43i5 .— - - -r---- -
I r ;
!r 7 O fA 1F19:5 1 t 7a _
lk i�
-
-- r-
r— `-- -�--- - - ---- :/EtSo
Ct
-
LOGA]E_� F %S"
57_.A7��/�._4_._�faQ----- -- - �- -- '•-- P�AF-ruI-RnTi.-S[?�'Q -
c Xy HA L. L
{ 3o4-n Wr=An-FeebER
TOPO 1W/LAGOOn e- 8VrtAtn65
CuM6EkLAn0 C*.
�e�r6n : (5_ CI-IF�ore

CUMW I-an D Cv.
TYPICAL VIEW OF A ONE-STAGE LAGOON SYSTEM
I
�GSo or.
Confin,nent Building Top Width 1 z r
Settled Top Elevation +c).5
• 5�.3 5o'O P e invert Hlevation
ti 47.9
pit �` �� ss 3 r� SS 3 = � � ss _3 �
TREATMENT
�I LAGOONI .
�..
• �1
Pipe (Needs to he adequately ,\ Depth C 8• ,
supported)
� Caf goo4 S •C e r �-eQv�a..r
bottom tlevation 39.5� q,t a� r'+r, c�\� Qr QaS
bpY.• �gS �lor Ir�To. MOST
NOTE ; RIP-RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER &. -
1

K*C.Ky HAIL.
CUM►sERLAn D Co.
F
TYPICAL CROSS_SHCTION OF
LAGOON CONSTRUCTION WITH
PARTIAL--CLAY LINER
1.5FE T TIIICK CLAY LINER
FILL (MINIMUM) ^�-
AVERAGE CROUPID FILL
.---_ AVERAGE GROUND
VARIABLE EXCAVATE THIS AREA AND
SANDY MATERIAL ItACKFILL WITH CLAY
L
NO CAY
VARIABLE SANDY MATER IAL
r NO CLAY
1 .5 FEET THIC
CLAY LINER .5 FEET THICK
SANDY CLAY-CLAY EXCAVATE CLAY LINER
SANDY CLAY-CLAY
%5 �- 38.0
ADDITIONAL- EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY � x 1 .5 FEET THICK X DISTANCE
CIII3IC FEET = CURIC YARDS
NOTE: WIIFN AREAS OF UNSOITABLE MATERIAL ARE ENCOUNTERED, TIIEY WILL NEED TOIBE EXCAVATED A MIN
I MUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED WITII A SCS APPROVED MATERIAL (SC, CL, C11).

U. S. DEAARTMT Of A=icu tm {
Soft Camorvatian Ss"iss NC-EAG-40
Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
Nam: 2.cjk� +4pL-L
County:
Address: Pose Boeo
t sEs To Po SuRvey
Emig— /7o '
i
p \ BI Of SLOPE TO I
o 4g.S /
as ` AVE. TO/ ELEV.
0
SECTION
Ir
r
AVE. BOTTOM ELEV. %
lICT11 "
(Sw beet for vOlu�a esieuLatians)
Use of facility: WAS7 a L-AGoon
Capacity: 1 141-7 ;Z(a7 Gallons -7d Ft3
Soil Type:
Bench Mark Description n ► 5 ��•� a e E ,o rya AP Ra.x .
Si A7lon A . too
per`_
Bottom
Elev. 39.5
Normal Liquid Level Elev. 4-7.S
Storage for normal Precip. (+) `Y Ft.
Maxi== Liquid Level Elev. 47.8
25 yr. Storm Storage (+) 7 Ft.
Crest ESW Elev.
Max.Flow Depth {+) Ft.
Freeboard (+) e.6 Ft.
Top of Dam Elev. g.

NAME: RICKY HALL �----
` COUNTY: CUMBERLAND
TYPE OPERATION: 3040 WEAN-FEEDER
'
TOTAL REQUIRED VOLUME 144505 CU FT
TOTAL oEozow voLumE AVAILABLE 155370 CU FT
ESTIMATED:
VOLUME OF LAGOON EXCAVATION 4119 CU YDS
-----------
VOLUME OF EXCAVATION FOR CLAY LINER 1443 CU YDS
----------
VOLUME OF PAD EXCAVATION 24 CU YDS
TOTAL EXCAVATION 5586 CU YDS
VOLUME OF PAD FILL 2125 CU YDS
VOLUME OF DAM 2845 CU YDS
----------
TOTAL FILL 4970 CU YDS
CUT - FILL RATIO 1 .12 :
T77nL VOLi!ME OF CLAv NEFDFT, i633 [U YD3
TO LINE LA80101--41 -----
� WHE77 ON OWN= ^^ !A!
w�rERIAL '
�
- '

3H-Vpr-1,44 2 .5
U8 Departmenn of Agric--~ u,
Soil Conservation 8ervic
PLANNED
QUANTITY CALCULATIONS
prepared for
FT 3E C1 hZ Ne 11���_�_
in
CUMBERLAND County , North Carolina
Designer : 8LENN CLIFTON
Date : 01/20/q5 Checker
Job Number 697 Date
******************************************************************************^
LAGOON EXCAVATION
Bat Left Right Off-CL ' CL Dist | ** EXCAVATION ** � A* FILL **
Width SS S8 ( ft) � Sta ( ft) � ( *rea) ( Volume) | ( Area) ( Volume
. . )
115 3: 1 3.2: 1 270.0 1+87 � 1104 0 '
' ' ^ | 0.0
2: 1 270 0 � 2+50 63 | 2538^4 | 0^0
130 3: 1 3. . / | 1071 .8
2: 1 270 0 � 2+9l 41 � 4118^6 | 0^0
140 3: 1 3` ^ / | 1009.4 | 0.0
`

�-�
` US Department of Agriculture
Sail Conserva+ion Service
PLANNED
QUANTITY CALCULATIONS
prepared for
~Y' Yi���_�_
in
CUMBERLAND County , North Carolina
Designer : GLENN CLIFTON Checker
Date : 01/20/95 Date
Job Number 697
LAGOON EXCAVATION FOR LINER
Bot Left Right Off-CL | CL Dist | Area Volume o" Volume
Width SS SS ( ft) | Sta ( ft) | (SqFt) (Cu.Yds) (SqFt) (Cu.Yds)
. .
' .
115 3: 1 3.2: 1 270. 0 | 182+.5 | 1352.9 0.0
' 68 3359 .3 0.0
130 3: 1 3.2: 1 270.0 | 2+50 | 1334. 5 0.0
' 46 | 5562 .3
140 3: 1 3.2: 1 270.0 1 295+.5 | 1280.0
`

r�
��er1.# �� �
_ Us Deparlment of Agriculture
Soil Conservation Servicc
PLANNED
QUANTITY CALCULATIONS
prepared for
FR' I [-- P-- rn,p_�_
�n
CUMBERLAND County , North Carolina
Designer : 8LENN CLIFTON Checker
Date : 01/20/95 Date
Job Job Number 702 --
PAD EXCAVATION
| ** EXCAVATION ** | *0 FILL
Bat Left Right Off-CL | CL Dist 1 Area Volume Area Volume
Width SS SS ( it) | Sta ( ft) 1 (SqFt) (Cu,Yds) | (SqFt) (Cu.Yds )
170 4: 1 4: 1 145.0 � 0+30 ' 1 6 '
. . �, � 0.0
| 50 | 18.4 | 0 0
170 4:1 4: 1 145.0 | 0+80 ( 7.3 | 0. 0 ^
| �
170 4: 1 4: 1 145.0 1| 1+00 20 { 8.2 24.2 | 0.0 0.0
`

, US Department of Agricultur
Soil Conservation Servic
PLANNED
QUANTITY CALCULATIONS
prepared for
�n
CUMBERLAND County, North Carolina
Designer : GLENM CLIFTON Check/zr
Date : 01/20/95
Date
Job Number 702
PAD PILL
� ** EXCAVATION FILL *�
Top Left Right Off-CL `rea Volume | Area Volume
Width SS SS ( ft) ( ft) | �SqFt) (Cu 'Y4= 1 ( (SqFt) (Cu.Yds)
� ! .
170 4: 1 4: 1 145^ '0 ' 0+30 ' 0^0 '
' | 143.
'� 3
| � ' 0.0 | 356. 1
170 4: 1 4: 1 145.0 1 0+80 0.0
| 20 ' 0.0 548 .3
170 4: 1 4: 1 145.0 | 1+00 � 0.0 1 277 .2
| 90 0.0 1512.2
170 4: 1 4: 1 145.0 | 1+90 | 0.0 | 300. 5
. | 50 | 0 .0 | 2124. 5
170 4: 1 4: 1 145.0 | 2+40 | 0.0 1 360.9

I.S.� DEPARTMENT OF A8RICULTURE -�
` Soil Conservation Service NC-ENO-12
Rev. 6/82
EARTHWORK COMPUTATION SHEET
NAME: RICKY HALL
SETTLED TOP DIKE ELEVATION 49. 5
TYPE EARTHWORK: X Dike _3: 1_ SS _ 12'_Top: Excav: Pad
STATION ELEV. FILL END AREA SUM OF DISTANCE DOUBLE
---------GROUND
________ ____ ___
8ROUNDHEIGHT (Sq ._ _ _ ____
Ft. ) ENDAREAS ( feet) VOLUME
-----------------
0 49.2 0.3 3.87
60 48.7 0.8 11 . 52 15.39 60 00 923
176 42.6 6.9 225.63 237. 15 116^00 27509
212 43.0 6. 5 204.75 430.38 3b ^0C 15494
328 43.4 6. 1 184.83 389. 58 1l6^00 45191
384 43.3 6.2 189.72 374. 55 56 ^00 20975
484 45.0 4. 5 114.75 304.47 100^00 30447
544 45.3 4.2 103.32 218.07 60 ^00 13084
^
_______________________
544.00 153624
1 . Double Volume of Fill = 76811 .9 Cu. Ft.
2. Volume of fill ( line 1/27) = 2844.9 Cu. Yd .
3. Allowance for settlement ( 5%) = 142.2 Cu. Yd .
4. Total Cubic Yds (2 + 3) ) = 2987. 1 Cu. Yd .
Computed by : ~d (���a_
0
Date: 01/20/95
Checked by :

C L P y L-IneK �(W'^rw 114 1 tv-.>
�? . TOTAL DESIGNED VOLUME 20
s
Inside top length ( feet)----------------------- 140.0
Inside top width ( feet)---------------------- 190.0
Top of dike elevation ( feet )----------------- 49. 5
Bottom of lagoon elevation ( fleet)------------ 39=5
Freeboard (feet)---------_..------
Side slopes ( inside lagoon )-------------------
Total design volume using prismoidal formula
SS/END! SSrEND^ SS/SIDE1 SS SIDE2 LENGTH WIDTH i DEPTH
#i� L.= TH
AREA OF TOP
LENGTH * WIDTH =
140.0 140o0
26600 (AREA Of- TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
BO.0 130.0 10400 (AREA OF BOTTOM)
AREA i iiF MIDSECTION
LENGTH WIDTH * 4
,i o.0 160. 70400 0 (AREA OF MIDSECTION 4)
CU. FT. - CAFEA TOP + (4*AREA MIDSECTION) + AF:'.f_=A BOTTOM' m DEt='?'I'-1&
Total Designed S.1r72.1_Ii7ir=' F':'.'a=1afrle - .1.79000 f_U; !'T.

0-LAY-L&net COO"P&ITAreoAs
4. TOTAL. DESIGNED VOLUME 3 f
Inside top length (feet)----------------.------- 149.6
Inside top width ( feet)----------------------
Top of dike elevation (feet)------------------ i99.6.496
Bottom of lagoon elevation ( feet)------------ . 5
FrRxboAr-d (feet)------- -
Side slopes ( .inside lagoon )------------------ 0.0o
n 1
Total design volume using prismoidal formula
SSIEtIDI SS/END? SS/SIDE1 ASS/SIDE2 LENGTH WIDTH DEPTH
3.0 - .(-a 3.0 - _(_, 149.6 199 c
AREA OF TOE'
LENGTH * WIDTH =
149.6 199.6 29960 VAREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
B a.6 130.6 10526 (AREA OF BOTTOM
AREA OF MIDSECTION
LENGTH WIDTH * 4
115. 1 1.65. 1. 76012 (AREA OF MIDSECTION S r' )
T'
CU. FT. = [AREA TOE' -a- (4*AREA MIDSECTION) + AREA SOTTOt i j DEPTH,'.,
Total Designed Volume Available _ 223097 tom.. .
.l` 'F__
T-
2 23097 Ca cT
! 75ro o d Cv F7
�y 9 -7 ev f - 2-7 - i (0 3 3 nv yas

rSHEET
f 'ERf�?-Tni�! r=�hda.� !`1NI!•,.!-!-r!.,�'!!�d��E. rLr���
This lagoon is desi
11 gned 30 day5 ot for waste treatment ent ( Permanent
temporary ator.... Storage)
The time required:.ired i Dr the r i ann W
fluid level (permanent and temporary_l_ O site conditions, -hi
ra J '-r_'f be F•'(^5.-t!_hed s�:�
tw��.�:_F?Fi- t� _ ='.ter-.:
.,
ng a_
._ fresh Watter dd',-I to ths_' system.
opera y .y;`!r_ the a!€•!�-'I-!.s--F ...
The designed temporary of 190
s storage for.
( 1) waste from animals and
included
� n c 7 '_l d e L� _ � �y - �:.,�G F_.;a:_."!y,_.� 3 _a"r _ x r� - _-
i �orag for the 2r= Year
_ �!�t.._
The volume t waste
� - ..-. ...__. .`.'C:-!' _. �-l- 7[!-i,rstorm
... _: _. ter- .....
fairly
.e,:i..i.P'l t•' constant throughout
..L l_f-'s-rt_.:generated
_+Jt. from _' given ��i�..ilj!`;f�`r" L-r i animals `e' ._.. _
rainfall al !. will vary fro_ � year _.; ; y . _-.r i«_�-F-y bi_, _. .._ _
-- ...the J _
rL• _. factor to Ctr'{l'_=.i.d_?{•- ._- i-"a'' year rainfall f_i'_ .:. will . .
volume must always be available.
A maximum elevation is
pumping
3 i;r;r-:� ��r. .� this
_ annual pump... cycly, but this storagrD
determined each!..,!t design`�.i f�j!"1 + � begin
! r_._ .a n�_ t _ _
� .J 1ri= �= usually i.� a.-!~r outlet ..�fl�,:l;�„-.L �
i-'u �.'�7 i,g (s) _ If the ss outlet r _ o•i Pipe")
_s,i p(�-:t from
!."o m
pipe
not installed
beginr.1...1?!�.I.fl!_.� :, ::i Permanent F marker� at •-• elevation ',
to indicate when pumping
�'.!� =:'�':{�;-f Pumping f i.ryr '_. should begin . .'sr --- ': _._�7;-; ts�F_;s'" beestablished
be installed at this elevation
ain lagoon
Pumping can be s
treatmOnt depth.
tarted
: _..: I_r -i rt t..d at any time between these two
operatingelevations for
W,�r'�;'i'j fv�• soils,
r..t i - � convenience <_.._. site conditions permit, _ as
7
order equipment in
runoff or leaching .
I 1
r
and application of waste-method _.,..�!_'_.._,_._'. „ Methods water application• • , --: f -'•-,-r as an `e. :-r .L 2...
of
center pivot, guns
and traveling gun irrigation . Care should
taken when applying waste to Prevent damage to ......
The following' items are to be carried out:
strongly recommended
_r.'';,:yam treatment
c;:.�.y F-t.-..!...�1J !D•, ._s._ _..__ ...._..._. _, ___ ... . .:... �-.. ��....._..__. .... _:r iy!..i I` ..- _ _.. - >-i i.:
,
r
charged to 1/2 its -
ing
reduces the concentration of the
waste entering the
by
covered with effluent lagoon j-yl -all
times.
' l _ Jducing odors,
rsl _ Solids _.. _. .L+r�i be
.lush buildings with recycled
lagoon lit V �y'-I.
be used for flushing aft,, initial fil1ing . FrOs! water shou ' d not,
2. The
attached
.. 1..
Plan recommends sampling and tasting of w,,t,
before land applicatio, ,
storage3 . Begin temporary
...;._!t=::_; .I..r-,,_.: :-: i j.a":: .F.._ "te �L ._.. ....... ... .... the ,. _ when _ !_.l_
rea
on
as
_.....: _. fluid level
„ :t}
storage, less 25 Vr- 24 h, storm, contains 57788 cubic feet or
282157
gallons.

^
/
/
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation oneh( 1 )rinch and the recommended maximum a��licationatiis0 3
^..^ p= hour. Refer to the waste utilization plan for
further
^
r u ner details .
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually . Vegetation should b f
to maintain a vigorous stand , e ertilized as needed
6. Repair any eroded areas or areas damaged by rodents �
establish in vegetation . an
7.tIAll .surface runoff is to be diverted from the lagoon to stable
G. Keep a minimum of 25 feet of grass vegetated b
waste utilization fields adjacent to perennilt uffer around
not be applied in open ditches Do not a s reams. Waste will
^
residence or within 100 feet o Pump within 200 feet of a
manner not to reach other T a well . Waste shall be applied in a
property and public right-of-ways.
9. Tho Clean Water Act of 1977 prohibits the discharge f
Pollutants into waters of the United States The D o
Environment, Health, and Natural Re ^ e ePartment of
Resources,
mental Management, has the responsibility for enforcing this law.
`