240078_Application_20240315

State of North Carolina
Department of Environmental QualityCE ®
Division of Water Resources
Animal Waste Management Systems MAR 15 2024
Request for Certification of Coverage NC DEQ/DWR
Facility Currently covered by an Expiring Sate Non-Discharge General PermitCentral Office,
On September 30,2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240078
2. Facility Name: Sea Gro,LLC
3. Permittee's Name(same as on the Waste Management Plan): Gave D Crowther
4. Permittee's Mailing Address: 1200 Big Ave Rd
City: Tabor City State: NC Zip: 28463-1200
Telephone Number: 910-653-4544 Ext. E-mail: seawriehtfarms(a)atmc.net
5. Facility's Physical Address: 4835 Dolph Lewis Rd
City: Cerro Gordo State: NC Zip: 28430
6. County where Facility is located: Columbus
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Gave D.Crowther Phone No.: 910-653.+3s + OIC#: 16446
11. Lessee's Name(if there is not a Lessee,write"None"): "No*&,n
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Feeder 2,000
Operation 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 Poultn
Gilts Other Non Laying Pullet
Other Layers

t �
13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
NUR-1 Lagoon 10/27/1995 Full,clay 90,198.00 17,600.00 19.50
NUR-2 Lagoon 11/14/1995 Full,clay 90,198.00 17,600.00 19.50
NUR-3 Lagoon 1/l/1994 Full,clay 84,798.00 17,000.00 19.50
NUR-4 Lagoon 1/1/1994 Full,clay 84,798.00 17,000.00 19.50
SOW Lagoon 3/14/1995 Full,clay 1,296,963.00 170,000.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bN the owner and a certified technical sr)ecialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2.A site map/schematic
3.Emergency Action Plan
4.Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is acorporation,signature should be by a principal executive officer of the corporation):
Name(Print): (T o, d 6rvW U_ Title: 11/e1i dej 7'
Signature: A;4� �7� Date: 0 �� D X
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Muiphy-Brown, LLC 7/2/2013 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
GrowGaye Crowther
Farm Nam �
Farm Name: Sea Gro
County: Columbus C/
Farm Capacity.
Farrow to Wean ,
Farrow to Feeder 2000
Farrow to Finish
Wean to Feeder
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.
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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 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 Tips Waste Produced perAnimai Total
Farrow to Wean 3212 galtyr gam 2000 Farrow to Feeder 4015 galtyr 8,030,000 gaUyr
Farrow to Finish 10585 gallyr gaUyr
Wean to Feeder 223 gal/yr gallyr
Feeder to Finish 986 gally: #VALUEI galtyr
Total #VALUEI all r
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR ([be):
Capacity T pe Nitro en Produced per Animal Total
Farrow to Wean 5.4 Ibstyr Ibs/
2000 Farrow to Feeder *based on 4.18 Ibstyr` 8,359 Ib n
Farrow to Finish actual 28 Ibstyr Ibstyr
Wean to Feeder records 0.48 Ibs/yr Ibstyr
Feeder to Finish 2.3 Ibs/yr ibs/yr
Total 8,359 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: 40.74
Total N Required 1st Year: 9648.7E
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 9,648.75
Total Nitrogen Produced by Farm: 6,027.00
Nitrogen Balance for Crops: (3,621.75)
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.
2 of 8

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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e.small grain,etc,interseeded in bermuda),forage must be removed
through grazing,hay,and/or silage. Where grazing,plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc,is to be removed for hay or silage,care
should be exercised not to let small grain reach maturity,especially late in the season(i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season,depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc,is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 lbs 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
I Oats 1.3 ibs N/bushel
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,fitter 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
Farm S ecifications PAN/ydanimal Farm Total/yr
Farrow to Wean 0.84
2000 Farrow to Feeder 1 2000
Farrow to Finish 4.1
Wean to Feeder 0.072
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 2000 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 10000 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 33 across of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 80 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 That of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inlhr *Inches
1395 1 W Ly B 0.5 1
1395 1 E Ly Millet 0.5 1
1395 2W LY B 0.5 1
1395 2E Ly Millet 0.5 1
1395 3W Ly B 0.5 1
1395 3E Ly Millet 0.5 1
1395 4W Ly B 0.5 1
1395 4E Ly Millet 0.5 1
1395 5W Ly B 0.5 1
1395 5E Ly Millet 0.5 1
1395 Z1 LY B 0.5 1
1395 Z2 LY B 0.5 1
1395 Z3 LY B 0.5 1
1395 Z4 Ly B 0.5 1
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Additional Comments:
This plan utilizes the acreages and PAN production numbers shown in a
summary of irrigation activities taking place in 2004, 2005,and 2006 totalling
PAN production for this farm during this time period.
The total used for this plan was calculated as 1.5 times the 3 year average
for these years. If the PAN produced exceeds this estimate,this plan must
be revised accordingly.
Z1-Z4 are solid set zones that replaced traveller pulls 6,7.
This plan revision changes the crops from fescue to Millet for grazing
The millet windows include the 30 day preplant application period
6-26-2013-this revision changed all west pulls and zones to Bermuda
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Sea Gro
Owner: Gaye Crowther
Manager:
Owner/Manager Agreement:
1/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 Fled 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: Gaye Crowther
Signature:
Dat
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W.King
Affiliation: Murphy-Brown,LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw,NC 28398
Telephone: [phone]
Signature: LQv\r —�—Zat
Date
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
9 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, 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 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
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
11 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.
Animal waste shall not be applied closer than 100 feet to wells.
12
Animal waste shall not be applied closer than 200 feet of dwellings other than those
13 owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
14
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
15 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.
Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
16
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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.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
20 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.
Highly visible markers shall be installed to mark the top and bottom elevations of the
21 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.
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
22 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.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
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Operation Description:
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Itiuber of a`vcc /5torage Poads : Jr Total Ca achy: s4-1 Cubic Fee:(6,.7)
SL'bS'�!: �e d`Ir:S present on die fa.:.:: ES or Li0 (please circle one)
I YES: =<e sL'asu=ac_ ',-A; is present in the ate_a�toe ACO -or R- Y FIEL oIe`sa c_rcle one)
xiea�sssxx�aaaaits3cxaeiaaaxisga:itaaa.Tiros;a:xax�aaasa�satxi.,t�aicaaaaxxxxxwaagegia�7eic?+aeaai;s�l�t�aa.asae..aassxa:d.Yiaxisla?��
Owner/Nlanager Agreesleri:
S } + T d:[ ': L.�,._:_- we)L' derstszd tine OCt_CtG1 sad
I(we)Yeri[Y that all tr -*CV.- taCar�_t:Ca.s co.: 3.d wt' be b� L Gat e....:gc.:g. .
►heapproved r.e mat VrZSte aZ'��Zc"'[: C 4 r •d 3 Ye °.=d will
[_ai,�[e;��ce rracedares C,ta�[is:'ed ir: L �_ e::t piaz .ar t..e [_.:. aa.•.e_ ea
i'•'^le...-:t tr:esC ;rcc-r.•d::rrs. I (we) know that 3:;r Cn7w^.sion cc the e'.:SC..^.? G�CS[�1 C:afSZC:C'f VC the VIZ:'.'. CC�t.�t.^.0 and
StGCace s%S:C::I OC CCCSC-IC[LCC of new f'.Cil1[iC5 willLOCCTCO 3 rzw CCrti-ficadca Ca be suba-IneCd. CQ the Division of
E%Yi:o=e: 'C_, Sri':age=ert bG:CCe t e mew art,is Z�:stcc;ced. I(we)u_de:srand eh, r here crust be ao disc Z_-0 a-- al,
C-0 cC wale :ye ta[C_.&-a:di:e^ra f.*' r " -:y CGriYCya.RC:or
was"_ a: =t:a stora, or acclicardan Systems to sur:aca .s oC S _.
s• —eve.lass severe Ehm the 74-yCa..2rhC'ur szcc-- :G� th; BLS:Got be ru=—Ci: LOr:the a,-;CILCzdcc,afar.C.^-�T
ws:_. i %we) aade:staad tEat rut:-off of poll'ut=ts H4 M Iau_;inn and heavy use areas z=csr be using tec"inicsl
sz=:d Cs deveieced by the Rescurc_s Canserradca Service. The aperovc,,•; pl= will be filed at the fir-- and at the
cf c:of ti e Icc l Spit acd Water Canse:ration Disek:. I(we)':mcw that nay rnedifc=ticn cost be acc-ovcd by a tee ricsi
r mist and subrnucte' to the Scil and Ffatec Caascr raeea Disa:c:Qccc :o ir:cicr..e:.[a_on. A ch--L.ze in land ew:erszip
[e:t:ir:s w;utn aedP.c_°an to DEM or a meow�:.iLc:elan Cif the acacaYe-?ptz.is eh.:a;�)within b�7 Sys of a ride e:.as.`^-: .
N ^,.e oi'•Lan OSYTI r : 67 .ye- /_/ C rO e-/2-
Signature. Date:
Nan of 1 ianager(ir differCnC frorl owner):
• Signature: Date: -
AWC — January 1,1997 I

Esistind or NeNv or ' E. artded..; (please circle one) -
Ceneral Information: Sea Gr o CoM���1E5 = a2SE�78
• -88
Narne of Farm : Facility No: jib
--
Owner(s) Name: Gt a CtWTk hone IN d
Mailing Address: i i
Far�m�l oc n: e' Ta Sow C;fyt NC. �ounry�ar-m is located in: S10�br3
Latitude and Lora,-de: VC, _AL w / :' S ` 30
Please amach a copy of a county road map with location identified and describe below (Be specific: road
narzes, directions, rnile?ost, etc.):
Oueration Descriodon:
Type of swine No. of Animas Type of Poutirr No.of AnLrrrls Type of C_:r!e MO.of ArbrC!s
C Wean to Fecde: t]Layer CI Dairy
Fccd_!to Finish CI Pullets -M Be-_:
0 ow to We_-r
Xrariow to Fccde: 2000 ,
:2 F=ow to Fcish Orf:erTipe of L:tie::oc.c tVu.Twer o�.:rdr-=!s:
.. ycrdirrg Opera�arr Or.t f: '�:s�•:':. _ _ ��'�:;;:� - .. ' . .: _ � -
:Prrr oeis Desisr'Cat��ct.►y:` Addf Tonal Desip: Ccpaci
-. .:
Acreage Available for Application: r Required Acreage: -//'a 3
NUr,b,er of acvcn /Storage Ponds :_,r- Total Capacity:- 1,M3?Sr Cubic Feet(r3)
A seas::►pace drains present on [.he fa.�: ES or NO (please circle one)
It YES: axe subsu: ace drains present in the area of the AGO " or R. Y FIEL plese circle one)
a[afiat acnsa�e�aa�.s;a six it 7 ?e ii�tx i�iKx ie.*F�Fs#�xxa[a7,17�i'}�issas is as it ix�sit ae:it�a ar at�efii�it?•i.i+slit?.xi.a.x*x�a as aafi�r�s Ya.a.i.�xi
Owner/ Maaagpr A;reennent
I(,.we) ve.^.{y Lhat,a=I above tBiOCr CaCC is:orzc. and Wt'i be ucdzctd uvoc.changing. E(we)l.nd-c-stand:he oc-trztica and
CB3iilCc.^.�_^.c: ;ioc:d-.Sres Cstabl:suC,_4 im the accroved 2131BL1 waste M"icct cnc piZZ for the f?xm as-mid abova acd wiII
cccd w know � expansion {0 the existing design capacity of the waste Leatmeat artd
:C these ^vC.. trCCS. I ( e) lL.O t.ta[ any J > >
stora;c system or cccstruc[ioa of new facilities will rec::i:c a aew cer ifieauca to be subrBi{ted to the DivrsicB of
GefOrC LC CGW atl'S.'i5 3'e StCCICCd- I(we)tiBGt'.:Std:.dth?S LhCIC GCS[SC a0 C'lst.^.Z.7_Of 3:L^�.al
1:'2$;C �CC L4C StOC;?_ OC apCllc3L'an SysteL'1 t0 SUraCt W3te:'a of the S't°{=c:Led C�!;C�yr-L�� _^ �..�canvevancz or
Arco,a s:Ct=even[Tess seve= than dJ:e 2S-yc--.?-, hcCr SLOG:1_.d the C Must act be rL tl-OCI COM the atycliclti0a of.'-.ni=111
w s,:. E (we) ucde:smcd t�=rut:-off of poll'sta—zts from lounging and heart' use areas t=sst be rr_,nir-sized usirnz technical
saiidzzds developed by the Nacsrl Reseurccs Conservation Se;rice. The apprave.-1 pl:a wail be filed at the farm and at the
c! c_of t`e local Soil and Watcr Corse:ration Disc:c:. I(we)!cow that any modification cause be approved by a tee^rich
rccialis[ and subrn acd to the Sail and Wate:Cocserradca Dist.: prior to implece az�dcn. A ch=,zz it:[ard owre:ship
rccuir-s w;:teen aetir.c=lion to DE_A or a new c_nificadaa(if the acproved plan is chanted)within 60 d:ys of a tidy 4.ns:e-=
AIW
N arre of Lan Ow er : o
Sicnatut e• Date• �n —
Narne of-Manace it differen ram awre.):
Si-nature: /�� Date:
AWC — January I,1997 1
B00101301409

- ��a......,r .1 r-—`j.u.,..►aa ....v........v....w......... ......—.f..r...—-.�......—.—�
Eristina or ItieNv - or' Expanded~` (please circle one
General Information: A4-70
Name of Far„: Rcilicyvl
Owner(s) Nave: / 'r " ,t/ Phone N0. �`�' e
Mailing Address: /*/ J�ka .ST. A/V1 d1_4_ Ale- d 1272,
Farm Location: County Fa m is located in: Coe.rl�l,�a S
Ladcude and Longi^,de: ��° Gn•� / _Mf S5"� .3b"
Please a=ch a copy of a county road map with location identified and describe below (Be specific: road
naves,directions, milepost,etc.): tfe */'i0S
Oueration Descriodon:
T.pe of swine No. of Animals Type of Poulrr;• No.of Animal's Type of Cer.!e No.ofAr rrals
Q Wean to Feeds: O Layer .0 Dairy
0 Fecd to Finish Puller -M Br;
.=ow to Wet:.z
)(Farrow to Feeder 2000 .
2 F l ow to Finish Orfier Type of LivesrocC
.. -priding Or erc�ors Ors!f: '.. ��': _ •�_�_� _ •'�:;::� _ .. .
• :Prrrioies D_es:srCaaeci.;v:�� - -- Addiscra�Des:,;^ Ccpaci�;�•: •- _ '_
. -�Totc1•Desi, �CcDacitnr . -. :�„ .. -. � ':. - .. ' • ': . . -. .: . .. •
Acreage Available for Application: r Required Acreage: ,4X .3
N"car of agocns I Storzge Pvnds :_,C Total Cap.city: o��9s� Cubic Feel.(fe3)
-.:e subsuezce drains present on the farrz: ES or NO (please circle one)
If YES: ��e subsurface drains present in the area of size AGO ' or R Y FIEL please circle one)
x:#x#axx#fax$tatias�xiafis�Fq.x�iaxiai�##i#alx�jt#xa,��[#a.i.s�tie##xa[xa.a.ja1,.#ae�eat$neat}cs.alxx:#ax�j[xxaaa.;ef.i•�.a.a.i.y+x}
Owner/ Nlanager Agreement
I(we)verify that all t`e above infor_-:atica is carrec. and will be ucdattd upoc Changin-. I(we)Und_.sc_^.d the oeemdoa and
maincen anc: Ycac:dares established in the approved zmim--1 waste --sragece::t p'san for the farm, aa.T:d above sc will
ia:.plcr...nc these prczdur:s. I (we) know tat any expansion to the a xisti, design capac:ry of the waste vcaumeat and
s:arage syscs::z cc caas::uetiaa of new facilities will rq•�i:e a new c::szcauca to be sabtuitted to' the Div,
of
E;viro=c nal&Eanap=%-nt bt-:are t e new ar--,= is are st.-ck-ed. I(we)ti:dx stand chat there =L'sc be no discharp oC i11iMat
waste E':' ' the storage or a7CllcaL'on system to su acc wave:3 of the su-cc eit:hc dL'C..:ly-L_*"gZ 1'c= conyeyanc.or
3<:Cam e'Ie:t ieSS sG•Ie ta�Iari t3�e 75-ye_^. -'rl:Cl'r SiCC��d If.'�C n'CSC GOC•Ot CL'3-tZt'► aTalZ Ct�.: �.^^•liCrtiOa of.'..ri=^-I1
was::. E (we) understaad d t run-off of pollutants from lou3;in; and heavy use areas must be trunimiz_d using t'_Yhaical
st nda:s developed by the Na.-.ir1 Resaurcas Conse:fation Strike. 'E'ae aggrove.•a plan will be filed at the farm and at the
c�::cs of the local Soil and Water Conservation Diszict. i(we)?cow that any madiFic_tien t:,ust be sopraved by a(ecaricat
specialist and subr-mad to the Sail and W:ce;Coeserradaa District prier to implec-se ntc�dom A ch:r._o in lard owre:s:tip
rccuirzs writcsn ectuicadon to DEX or a new czz ific_doa Cif the a;crone-+plan^,is ch=-e)withim 6d drys of a ucia transfer :
Name of Lanz OW el' : A
Signature: Date:-
Name of Manage f dilfer��xlr;_Inloi,
ner):
Signature- Date:
AWC — January I,1997 1
B00101301409

�. As a tcchnical specialist desiani" 'by the North Carolina Sall and Water Coast' •.tion Commission pursuant to 15q.
NCAC 6F .0005, 1 certify that the awmal waste management system for the farm usmcd above has as admaI waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Mana;emcat(DE'Ir()
as specified in 15A NCAC 2H.0217 and the [ISDA-Natural Resources Conservation Service (NL RCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 1SA NCAC 2H.0217 and 15A NCAC 6F.0001-.0005.The
following elements are included in the plan as applicable. While each category desi;nates a technical specialist who MAY
sign each r_rdficzdon(SD,SI,WTLP,RC,1).the technical specialist should only certiry parts for which they are technically
' Gomner�:t.
Ir. CErtLfZCat`L071 of Design
A) Collection.Storage. Treatment System
Check the appropriare box
X4SLini ik ilim without retrofit (SD or ZYUP)
to ;e volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
0 New, expanded or retroFt<ed facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems.lagoaas and ponds,
have been desired to meat or exceed the minimum standards and specificcations.
Name of Technical Specialist (Please Print): "Z"m V 41 ,50AJ
Affiliation:&o/t.1 15 4F Ak-
Address( � . v}: Ra_ -aok qS7, Ao4kSAuj, C a43% Phone No.: a?9b Aft
Signature: Date:
B)Land Aoolication Site (INZrP)
The plan provides for rninimum separations (buffers);adequate amount of land for waste utilization;chosen crop is
suitable for waste raaaagean_ut;hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):_ IIAIJIDV
AM:U,ation:
Addres cy- a }: Phone No.:
S i,a,nsttre: Date:
Q Runof C ntrol rom Exterior Lots
--heck rind propriate box
Facility w ichout exterior lots (SD or NWP or RC}
'r-ais facility does not contain any exte;,or lots.
CI Facility with exterior lots (RC}
Methods to minimize the run off of pollumaars from Ioungiag and heavy use areas have been designed in
accardance with tecbnicrl standards developedby.NRCS.
Name of Technical Specialist (PIease Print): w
Affiliation:
Address(A nc, AVY7 6- Phone No.:
Signature: Date_ -
AWC — Janti 1,19 3
B001013010 0

g.arc� rrrr appropriate troz
• yI! Y' 'na re a di }Sacility with existing waste a li at n c ui m' -
I` R��L4 A�n� (WUP or 1)
AniPmal waste agolecaaon equipment specified in the plaa has been either field calibrated or evaluated in
accordance with existiacr design charts and tables and is able to apply waste as accessary to accommodate the
waste maragentca[plan: (existing application equipment caa cover the area required by the plan at races not to
exceed either the specified hydraulic or nutrient loading
the plan). rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as Bats of
Q fqew. exaanded or existin; facility without existing waste application equipment for av
it;tgatior. (I)
Anim=l waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management piar.; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or autrient loading races; a schedule for tinting of
applicadoas has been established; required buffers can be maintained; ca<ibcatioa and adjus=. cat guidance are
coatained as part of the plan).
QNew. expanded. or e ' ling• acility without exi ti a. waste application e-guipmenC For—land
nd
spreading not usin; S-Drav inaation (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as ae�essarf to
accommodate the waste management plan; (proposed applicatioa equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule For tinting of
applicatioas has been established; required buffers can be maintained;calibration ard-adjustrient guidance are
conrr.ined as part of the plan). .
Name of Technical Specialist (Please Print): //WJ-OV
Affiliation:
Address( gent Phone No.:
Sigmature: Date:_ �-
E) Odor ntrol. Insect Control. Mortality lianaeernent and Emergency Action Plan (SD.
ST. WUP. RC or D
The waste manage:meat plan for this facairf includes a Waste MFaaageatent Odor Contral Checklist,as Inscct Concal
Checklist, a Mortaliry 1N(anagemea,c Checklist and an Emer;cacy Action Plan. Sources of both odors had insets
have bran evaluated with respect to this site and Best tiiaaage_ent Practices to Micimixe Odors and Best
Ma.,agc.Lenc Practices to Control lasec:s have been selected and included in the Wave r..�:apemen[plan. Both the
yic.-C._lity"Izma§er,.cat Plan and the Emergczcy Acrioa Plan.art_complete zfdC N Can be implerrev--d by s ricUity.
Wane of Technical Specialist (Please Print). VIMP (P iQ. / f0�
Afnliatio n:
Address(r�enc, : Phone No..
Sienacurc: Date: $—G
F) Written �r 'we al ' % o Exnandina %vine Farm
The following si-,nature block is only to be used for new or expanding swine farms that begirt constmction after June
21,1996. If the facility was built before June 21,1996,when was It constructed or last expanded 2-t/-f b _.
I(we)ccnifl that I(we)have attempted to coc=by certified aiail all adjoining property owners and all property owners
who own property located across a public road.street.or highway Mira this new or expanding swine farm The notice was is
compliance with the requirements of NCGS 106-305. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Mana;er(if diFferent from owner):
Signature Date:
AWC - January 1,1997 3
B00101301411

A) Collection, Storage, Trestfi :t installation
New, exoanded or retrotind facility (SI)
Animal waste storage and.treatment structures,such as but not limited to lagoons and ponds,have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retroft o certzfication is neces
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Ste (WUP)
Check the appropriwe box
The cropping system is in place on all land as specified in the animal waste management plan.
a Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (moath/day/year);the proposed cover crop is appropriate
farcompliaace with the wasteutil►zadoo plaa.
❑ Also check this box if appropriate
if the cropping system as specified in the plan can rot be established on newly cleared lard within 30 days
of this certification, the owner has corxnitted to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): JTM V/aS-V l
Affiliation:
Address( pen ): Phone No.:
Signature: Date: 7
This follow ignatu block is only to be used when the box for conditional approval in III. B
above has been checked.
I(we)certify that I(we)have cocuritted to establish tl c cropping system as specified is rzy(our)waste urilizatior plan,and
if appropriate to establish L._-interim crop for erosion coin ol.and will submit to DENT a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certincatior. I(we)re_lize that
failure to submit this verification is a violation of the waste maaagemert plan and will subject me(us) to an enforcement
action from DEId.
Name of Land Owner :
Signature:_ _ Date:
Name of_Manager(if different from owner):
Signature: Date:
ANVC — January 1,1997 4
B00101301412

Facility with exterior in -
Methods to minimize.the rL ff of pollutants from lounging and heavy use_ .as have been installed as specified
in the plan.
For facilities without exterior lots, certi catio�t is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Annlication and Handling Equipment Installation (WUP or I)
Check theyppropr:=z block
Abrinafwaste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
C2 Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are contained as pan of the plan.
0 Conditional approval: Ani=W waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by (month/day/yew*); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with the
cropping system contained in the plan; and calibration and adjustment guidance have beea provided to the
owners and are contained as part of the plan. l/
Name of Technical Specialist (Please Print): �r•1a 1� ViAISn�
Afffliation:
Address gene Phone No.:
Signature. Date:
The follozvin Gnat a block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) cenify that I (we) have committed to purchase the a-urnal waste application and handling equipment as
specified in my (our) waste management plan zed will submit to DEM a verification of delivery and insulation
from a Technical Specialist within IS calendar days following the date specified in the conditional certifination.. I
(we) realize that failure to submit this veaffcation•is a violation of the waste manage:nenc plan and will subjecr the
(us) to an enforcement action from DEM.
Name of Land Owner :
Signature: Date:
Name of Manager(if different from owner):Sic-nature-Date:
E) Odor Control,Insect Control and Nfortality it7ana;ement (SD SI AVUP RC or n
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been ins - and is operational.
Name of Technical Specialist (Please Print):
Affiliation: .
Address gen ): f Phone No.:•
Signature. Date:
A%VC — J2r= , ,1997
800101301413

Please return the completed m to the•Division of Water Quality he following address:
Department of Environment,Health,and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
j P.O.Box 29535
. • Raleigh,NC 27626-0535
Please also remember-to submit a copy of this farm along with the complete Animal Waste
Management Plan to the Iocal Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management PIan.
800101301414
Ativc -- January 1,1997 6.

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ZI
r dp

Opera County: Columbus Date: 01/18/95
Distance to nearest residence (other than owner) : >1500 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
head (finishing only) x 135 lbs. = 0 lbs
2000 sows (farrow to wean) x 433 lbs. = 866000 lbs
head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 866000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 866000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 866000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 425. 0
Inside top width (feet) ---------------------- 400.0
Top of dike elevation (feet) ----------------- 50.7
Bottom of lagoon elevation (feet) ------------ 40.7
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 .0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3 .0 3 . 0 3 . 0 419.0 394. 0 9.0
AREA OF TOP
LENGTH * WIDTH =
419.0 394.0 165086 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
365. 0 340. 0 124100 (AREA OF BOTTOM)
AREA OF MIDSECTION
_.� LENGTH * WIDTH * 4
392 .0 367. 0 575456 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
165086.0 575456.0 124100.0 1.

Total Designed Volume Available = 1296963 CU. FT.
,re,

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
425. 0 400.0 170000. 0 square feet
--� Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 170000. 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 = 866000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 1581893 gals. or 211483 . 1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons da
/ Y 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches

• Volume = 7.0 in * DA / 12 inches per foot
Volume = 99166.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 106250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 211483 cubic feet
5B. 0 cubic feet
5C. 99167 cubic feet
5D. 106250 cubic feet
TOTAL 416900 cubic feet
6. SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______> 7. 0 days
25 year - 24 hour rainfall__________________> 7.0 inches
*Freeboard=------------ 7.5 inches ✓
Side slop ----- __________________________> 1. 0 feet
es_________ > 3 . 0 1 t/
Inside to ___
p length___________________________> 425. 0 feet
Inside top width____________________________> 400.0 feet
Top of dike elevation_______________________
Bottom of lagoon elevation__________________> 50.7 feet
Total required volume_______________________> 2900 feet
Actual design ----_> 1282900 cu. ft.
volume___________________________=> 1296963 cu. ft. *Seasonal high watertable elevation (SHWT)===> 47.0 feet
Stop pumping elev.________________ __ 47. 0 feet
Must be > or = to the SHWT elev.===------_> 47.0 feet
Must be > or = to min. req. treatment el.=> 46. 7 feet
Required minimum treatment volume=====______> 866000 cu. ft.
Volume at stop pumping elevation=====_______> 868775 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==> 1190713 cu. ft.
Volume at start pumping elevation=====______> 1182594 cu. ft.
Required volume to be pumped=====___________> 310650 cu. ft.
Actual volume planned to be pumped=====_____> 313819 cu. ft.
Min. thickn of s _il liner when required==> 1. 5 feet
7. DESIGNED BY: �: S"OV'R"'0�
L� -a.*,f lPPROVED BY: ve°'�°°° H CAJ1'��o,
DATE: � e•�O ,,....... /,t,•.
/ _/�� �� ✓ DATE: �'e*� ��EESS/QN9 9•'�.
A
b �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN :� $ 16415 s,1
COMMENTS: G�NEE
e,Q�c�h ..,,P"�'®4d,
0
•�e0o880 ago$0*0°
311 �s

SHEET 1 OF 2
SPECIFICATIONS- -
FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------- --- ---------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
--, Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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
v
shall be scarified and moistened as needed before Placement ofuthelnext
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
Pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the.
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-�-----------------------------
When tile drains are encountered, the 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.

'0000�
+erator Hmq4j4r&a Site 1 County: Columbus Date: 10/27/95
Distance to nearest residence (other than owner) : >1500 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
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1600 head (wean to feeder) x 30 lbs. = 48000 lbs
Describe other 0
Total Average Live Weight = 48000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 160. 0
Inside top width (feet) ---------------------- 110. 0
Top of dike elevation (feet) ----------------- 54. 0
Bottom of lagoon elevation (feet) ------------ 44 . 0
Freeboard (feet) -----------------------------
1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3 . 0 3 . 0 154 . 0 104. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
154. 0 104. 0 16016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
100.0 50.0 5000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
127. 0 77.0 39116 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
16016.0 39116 . 0 5000. 0 1.!
Total Designed Volume Available = 90198 CU. FT.

5. TEMPORARY STORAGE REQUIRED -
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160. 0 110.0 17600. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 17600. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721. 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat(
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
,� Volume = 10266.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 11000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic feet
5B. 0 cubic feet
5C. 10267 cubic feet
5D. 11000 cubic feet
TOTAL 32989 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 .5 inches
Freeboard===================================> 1.0 feet
Side slopes_________________________________> 3 . 0 : 1
Inside top length===================--------> 160. 0 feet
Inside top width====================--------> 110. 0 feet '
Top of dike elevation=======================> 54. 0 feet
Bottom of lagoon elevation==================> 44. 0 feet
Total required volume=======================> 80989 cu. ft.
Actual design volume========================> 90198 cu. ft.
Seasonal high watertable elevation (SHWT)===> 50.7 feet
Stop pumping elev.__________________________> 50.7 feet
Must be > or = to the SHWT elev.==========> 50.7 feet
Must be > or = to min. req. treatment el.=> 50. 0 feet
Required minimum treatment volume===========> 48000 cu. ft.
Volume at stop pumping elevation============> 57310 cu. ft.
Start pumping elev._________________________> 52 .3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 79198 cu. ft.
Volume at start pumping elevation===========> 79362 cu. ft.
Required volume to be pumped________________> 21989 cu. ft.
Actual volume planned to be pumped==========> 22052 cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet

7. DESIGNED BY: '+G •z,o•'�t�tt�1 fl4Ral/
APPROVED BY:
--. DATE: /f yS� DATE:0-f-Arn5� '
. 16415
NOTE: SEE ATTACHED WASTE UTILIZATION PLANOF
�®,�G'9�+.��:•• Q\tea
COMMENTS:
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
---------------------------..{------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
^� 6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
----------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled

as, specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
Pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed

ofi 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 cdmpacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 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
30. 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 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 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:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 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 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

.dV l l V1dil�Gl YQ6 tun Jervice September I380
. FiI a Code: 210
HAZARD O-ASSIFICAT.ION DATA SHEET FOR BAMS-
J-,andowner 6aL?�IJ A' . 5 i7 :_ County L&,**3&T .
,-ommunity or Croug:'Hn_. . . Cflriservatiorr'Plan No. ' • . .
Estimated Depth of Water to Top. of Dan Ft.' Len gth of Flood Pool
Date of Field Hazard Investigatiori
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• Est.. .El ev. ast. Ell evati on
Kind of :Improvements: of Breach
Reach: Length:Width: Slope: Land. Use : Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft.- Ft. Z Ft. Ft.
2 .
3 '
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a- sudden breach
Hazard Classification of Dam (a) b, c) (see NEM-Part 520.21)
Dam Classi=' Lion (I, II, III, ), Y)
BY 'Li,c r �r/ Date /� S
e (ti ti e
'.
Concurred By, if, -, Date
na, i (ti tl e) .
NOTE: I. Instructions on reverse side.
-�, 2. Attach additional sheets as needed.

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ierator:Haagey&m Site 2 County: Columbus Date: 10/27/95
Distance to nearest residence (other than owner) : >1500 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
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
1600 head (wean to feeder) x 30 lbs. = 48000 lbs
Describe other 0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 160.0
Inside top width (feet) ---------------------- 110.0
Top of dike elevation (feet) ----------------- 53 .5
Bottom of lagoon elevation (feet) ------------ 43 .5
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3 .0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 .0 3 . 0 154 . 0 104 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
154. 0 104. 0 16016 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
100.0 50. 0 5000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
127. 0 77.0 39116 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
16016. 0 39116. 0 5000. 0 1.
Total Designed Volume Available = 90198 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 110.0 17600. 0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 17600. 0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721. 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat,
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 10266.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 11000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic feet
5B. 0 cubic feet
5C. 10267 cubic feet
5D. 11000 cubic feet
TOTAL 32989 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 .5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3 .0 : 1
Inside top length___________________________> 160.0 feet
Inside top width____________________--------> 110. 0 feet '
Top of dike elevation_______________________> 53 .5 feet
Bottom of lagoon elevation__________________> 43 .5 feet
Total required volume_______________________> 80989 cu. ft.
Actual design volume________________-----------> 90198 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 50. 2 feet
Stop pumping elev.__________________________> 50.2 feet
Must be > or = to the SHWT elev.====______> 50.2 feet
Must be > or = to min. req. treatment el.=> 49 .5 feet
Required minimum treatment volume=====______> 48000 cu. ft.
Volume at stop pumping elevation=====_______> 57310 cu. ft.
Start pumping elev._________________________> 51.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 79198 cu. ft.
Volume at start pumping elevation=====______> 79362 cu. ft.
Required volume to be pumped________________> 21989 cu. ft.
Actual volume planned to be pumped=====_____> 22052 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet

7. DESIGNED BY: APPROVED BY:
•
DATE: DATE: ' �s '
1 415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN y �� IPIE °°��e'�.�"o
COMMENTS: 9°k/GOR
NIl
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
--. for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

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, foots, 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
in
ches nches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
-------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

-------------------------------
When tile drains are encountered, the 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: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 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
30. 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 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 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:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2 . 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 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 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

-- �.�..-�• •��.vu act 1 1bG
September 1980
s File Cade: 2I0
HAZARD CLASSIFICATION DATA 5ciEET FOR i") M
ndowner .
-�-�rr=✓G��/f/S' �iTZ" county 6•L L,r.��t/.s
community or Croup:'rin_' Cc as . .Plan No. ll
Estimated Depth of Watei- to Top. of Dan .3, Ft.- Length of Flood Pool y Ft.
Date of Field Hazard Inve—tz gatiori
Evaluation by reach of flood plain downstream to the paint of estimated minor effect
from sudden dam failure.
- tst_ .Elev. :Est. evatzon
• ; . _. Kind of :Improvements: of Breach
Reach: Length:'Width: SIope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. - Ft. Ft. % Ft.
2
--� 3 - -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
O ���;L7.Gr-!.[.�L_,IJ--•. .�-,..- /C' .I!_� /=- .,f :�r l�t.tr_..�
Hazard Classification of Dam O_ab, c) (see NEM-Part 520.21)
Dam Classi=' tion (I, II, III, , V)
By _+� .--� Date
e) tit e
Concurred By Vr.
nam
NDit: I. Instructions on reverse side.
�-. 2. Attach additional sheets as needed.

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� 3
�nerator:Hmgg±M Site 3 County: Columbus Date: 10/27/95
Distance to nearest residence (other than owner) : >1500 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
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1600 head (wean to feeder) x 30 lbs. = 48000 lbs
Describe other : 0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 48000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 170. 0
Inside top width (feet) ---------------------- 100 . 0
Top of dike elevation (feet) ----------------- 51. 0
Bottom of lagoon elevation (feet) ------------ 41. 0
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 .0 3.0 3 . 0 3 . 0 164. 0 94 . 0 9.0
AREA OF TOP
LENGTH * WIDTH =
164. 0 94. 0 15416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110.0 40. 0 4400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
137. 0 67.0 36716 (AREA OF MIDSECTION * 4)
^+ CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/E
15416. 0 36716. 0 4400. 0 1.
Total Designed Volume Available = 84798 CU. FT.

r
5. TEMPORARY STORAGE REQUIRED -
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170.0 100.0 17000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 17000. 0 square feet
Design temporary storage period to be 180 days.
,. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 .0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 9916.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 10625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic feet
5B. 0 cubic feet
5C. 9917 cubic feet
5D. 10625 cubic feet
TOTAL 32264 cubic feet
6. SUMMARY
Temporary storage period____________--------> 180 days
Rainfall in excess of evaporation=====______> 7 . 0 inches
25 year - 24 hour rainfall__________________> 7 . 5 inches
Freeboard___________________________________> 1. 0 feet
Side slopes==_______________________________> 3 . 0 . 1
Inside top length___________________________> 170. 0 feet
Inside top width____________________________>
100. 0 feet -
Top of dike elevation_______________________> 51. 0 feet
Bottom of lagoon elevation__________________> 41. 0 feet
Total required volume_______________________> 80264 cu. ft.
Actual design volume________________________> 84798 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47. 6 feet
Stop pumping elev.__________________________> 47. 6 feet
Must be > or = to the SHWT elev.====______> 47. 6 feet
Must be > or = to min. req. treatment el.=> 47.0 feet
Required minimum treatment volume=====______> 48000 cu. ft.
Volume at stop pumping elevation=====_______> 52092 cu. ft.
Start pumping elev._________________________> 49 .3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 74173 cu. ft.
Volume at start pumping elevation=====______> 74382 cu. ft.
Required volume to be pumped________________> 21639 cu. ft.
Actual volume planned to be pumped=====_____> 22290 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet

cm
7. DESIGNED BY: APPROVED BY: sly••�',9••,
DATE: DATE:
1415 a
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: o,,e M
°Beluq�q°
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
-a Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT of LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1 . 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDTCATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY, THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION_
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

_.:-----------------------------
When tile drains are encountered, the 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. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 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
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLAF 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 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
--� LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 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 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
r-

Soil Conservation Service September 1.980
File Code: 210
[t�lgooc�
HAZARD CLASSIFICATION DATA SHEET FOR $Aim-
1 ndowner l� ''fir; /r'A " ' °� `_ " Cairnty
community or Group:'No. Conservaticrr*Plan No. .
Estimated Depth of Water' to Top. of Dam J,S" Ft.- Length of Flood Pool /70 Ft.
Date of Field Hazard Inves-tigatiori J7 JS�
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden data failure. -
. Est- .Elev. t. Elevation
• _ Kind of :Improvements: of Breach
Reach: Length:Width: SI ope: Land.Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. - Ft. % Ft. Ft.
S••
2 .
3 -
Describe potential for Ioss of life and damage to existing or probable future downstream
improvements from a sudden breach
/�/A �'f. •lt.: i;ram =r / r{ -s' } 4ty rl-. ;,�4 .1I,P 'f
i
hazard Classification of Dam;'(a, b, c) (see NEM-Part 520.21) —�
Dam Classification (I, II, III,(IV, V)
Date
Tame y� (title)
Concurred By . �• Date ���� /1s` .
nam A(title)
NOTE: I. Instructions on reverse side.
�-� 2. Attach additional sheets as needed.

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'�erator:Hraqgi!" Site 4 County: Columbus Date: 10/27/95
Distance to nearest residence (other than owner) : >1500 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
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1600 head (wean to feeder) x 30 lbs. = 48000 lbs
Describe other : 0
Total Average Live Weight = 48000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 48000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. AL-W
Volume = 48000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 170. 0
Inside top width (feet) ---------------------- 100. 0
Top of dike elevation (feet) ----------------- 51.0
Bottom of lagoon elevation (feet) ------------ 41.0
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3 .0 3 .0 3 . 0 164 . 0 94 . 0 9 .0
AREA OF TOP
LENGTH * WIDTH =
164.0 94. 0 15416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110.0 40.0 4400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
137. 0 67.0 36716 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/f
15416. 0 36716 . 0 4400. 0 1,
Total Designed Volume Available = 84798 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170. 0 100.0 17000. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 17000. 0 square feet
Design temporary storage period to be 180 days.
�A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 48000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 87680 gals. or 11721. 9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 9916.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 10625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 11722 cubic `feet
5B. 0 cubic feet
5C. 9917 cubic feet
5D. 10625 cubic feet
TOTAL 32264 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7. 5 inches
Freeboard===================================> 1. 0 feet
Side slopes=================================> 3 . 0 . 1
Inside top length===========================> 170. 0 feet
Inside top width============================> 100. 0 feet
Top of dike elevation=======================> 51. 0 feet
Bottom of lagoon elevation==================> 41. 0 feet
Total required volume=======================> 80264 cu. ft.
Actual design volume========================> 84798 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47 . 6 feet
Stop pumping elev.__________________________> 47 . 6 feet
Must be > or = to the SHWT elev.==========> 47 . 6 feet
Must be > or = to min. req. treatment el.=> 47. 0 feet
Required minimum treatment volume===========> 48000 cu. ft.
Volume at stop pumping elevation============> 52092 cu. ft.
Start pumping elev._________________________> 49. 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 74173 cu. ft.
Volume at start pumping elevation===========> 74382 cu. ft.
Required volume to be pumped================> 21639 cu. ft.
Actual volume planned to be pumped==========> 22290 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet

,,00019 11100# i
r'`,v�� ca�0�
7. DESIGNED BY: APPROVED BY: �.���0€$$I�N+.,�9•'•,0
9t
DATE: p DATE:�r/r 4-1-
1 415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �(,►�QE"y�PIEP��
COMMENTS: CORV owes�°����
*Note: Engineering approval is for minimum design standards
and is based on pre-construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as-built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
^• -----------------------------------------------*
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.
n Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL, SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the.
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When, tile drains are encountered, the 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. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 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
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. fPENSACOLAI 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 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LBS. RYE GRASS AT 40 LBS.-/ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100. 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 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

3Q7 1 L.utsxs YQ61Ulf Jc: r I --r- -- ----
File Code: 210
. La�oc�nS
HAZARD CLASSIFICATION DATA SKEET FOR B -
Ap
Landawner �47,z'�t!�' I/f�S" :> _ Coisnty L y,441311S .
..ammunity or 0roup:•No_- Consarva'Horr'Plan No.
Estimated Depth of Watei- to Top. of Dam - Ft.* Length of Flood Pool / a Ft.
Data of Field Hand Inves-tigatiori
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden darn failure. -
t. .El ev. t. ETevation
• Mnd of :Improvements: of Breach
Reach: Length:'Width: Slope: Land.Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. - Ft. % Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from�a sudden breach
Hazard Classification of Dam Oab, c) (see NEM-Part 520.21) •-�
Dam Classi=' ation (I, II, III ,O�V, V)
ByDate
(title)
Concurred 8y 'if.
—name ti tl e
NOTE: 1. Instructions on reverse side.
�. 2. Attach additional sheets as needed.

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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
I

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

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment-- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper-agitator impeller pump through large-
bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate_
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge can
be removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus and
metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion.
Note that if the sludge is applied to fields with very high soil-test phosphors, it should be
applied only at rates equal to the crop removal of phosphorus. As with other wastes,
always have your lagoon sludge analyzed for its nutrient value.
6

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure--an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels —high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) P 0-
SOIL AND WATER CONSERVATION DISTRICT (SWCD) I?" -6 �-A If 119
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 0 - I -213 Vy
COOPERATIVE EXTENSION SERVICE (CES) 910-6y a -G 60S
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house,flush systems,or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage,put in a submersible
pump,and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation_
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you_
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856. Warsaw NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓)Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed (} Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11,1996
10

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

Swine Farm Waste Management—Odor Control Checklist Permit No., f""'2I I
Date: o- l9 l_a4` —
INSTRUCTIONS FOR USE Owner Signature:
Le-
*Odor Control Checklist is required by General Statute 143-21SAOC(e)(1E
♦Check any/ali the BMPs you will implement on this facility..Items checked+selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD /
•Swine Production ][✓ Maintain vegetative or wooded buffers at or •Traps dust and gases,provides dilution
near property boundary and visual screening
•May require third party input/approval
♦ Improper drainage rade and landscape so water drains away •Reduce odors and vectors that occur
�from facilities and prevent ponding with stagnant conditions
Maintain farm access roads and prevent traffic •Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved •Required by statute and permit
Decomposition by NCDA&CS State Veterinarian.Manage •May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated(or freezer)dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for •Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1of6 APPROVED-7/2S/2019

Swine Farm Waste Management-Odor Control Checklist Permit No� kaffog
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
• Flush tanks q Install flush tank covers .Pit-flush systems
♦Odorous Gases lush pits at least 4 times per day •Pit-flush systems
♦Partial microbial Empty pits at least once every 7 days •Pit-recharge or"pull-plug"systems
decomposition ❑ Underfloor flush with pit ventilation
•Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦Ammonia ❑ Flush/recharge with treated effluent
❑Treat waste in pits with proven biological or +Monitor for any solids accumulation in pit
chemical additive
❑Other 8MPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
• Manure covered floors geScrape manure from alleys into pens daily •Will move with other manure via pits
Install fully slotted floor system
Install waterers over slotted floor area
[4 Install feeders at high end of solid floors .Where applicable
•Odorous Gases l ,� crape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to •Solid floor/bedding systems
keep bedding dry
❑Other BM Ps—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

%_
Swine Farm Waste Management—Odor Control Checklist Permit No./Pft I
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑ Clean fans regularly—specify frequency
♦Volatile/odorous gases E cient air movement
nstall temperature and humidity sensors to
control ventilation
❑Treat barn exhaust •Examples:biofilters,wet scrubbing,windbreaks
•May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦Dust ❑ Install feed covers
♦Adsorbed Gases ® Keep outdoor feed storage covered except •Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal •May require third party input/approval
❑ Use feed additives •May require third party input/approval
♦Ammonia ❑ Use feed-reduced crude protein diet •May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
• Dust Install temperature and humidity sensors •Maintain relative humidity at 40 to 65%
♦Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space •Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management—Odor Control Checklist Permit NoAymm
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
•Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon •Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives •Monitor-for any increase in rate of solids accumulation
❑ Use permeable lagoon covers(not a digester)
❑ Use impermeable lagoon cover or .Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—pleasedescribe
LAND APPLICATION
♦Odorous gases ® Perform land application in accordance with
CAWMP
♦Wind drift ® Pump intake near lagoon surface •Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy .Avoid application on known weekends,
special days,or holidays/eves if possible
❑ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute,rule,or permit
Swine AMOC Page 4 of 6 APPROVED—7/2S/2019

Swine Farm Waste Management—Odor Control Checklist Permit No.: ks-20/9
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION(CONTINUED)
l"Apply during favorable wind conditions, •Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑When practical,apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
❑When possible,apply waste mid-morning to .Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns,use taper-ring or taper-bore •Less odor and drift than ring nozzles
nozzles
❑ For traveling guns,use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑Other BMPs—please describe
SLUDGE DISPOSAL
•Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑Apply in thin,uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as -Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application,such as
compost,gasification,energy generation,etc.
❑Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool(AMPAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83--Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380=Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO1071995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor:A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Version—November 26,2018
' ortality [L`L'anagement 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 Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC 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.
a ❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off farm,
additional requirements must be met and a permit is required from NC DEQ.
D In the case of dead poultry only, placing in a disposal pit of a size and design approver!by the
NC Department of Agriculture&Consumer Services(G.S. 106-549,70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
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 form-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 ps 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.
1, f,12d
Signature of Farm Owner/Manager Date
Signature of Technical Spec%,ist Date