240078_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality MAR . 2019
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 24-0078 Certificate Of Coverage Number: AWS240078
2. Facility Name: Sea Gro.LLC
3. Landowner's Name(same as on the Waste Management Plan): Gay e D Crowther
4. Landowner's Mailing Address: 1200 Bio Ave Rd
City: Tabor City State: NC Zip: 28463-1200
'1�tLL''�'f— QfMC,Alit
Telephone Number: 910-653 444 r'7e`r E-mail: seawrichtfarms a itrtrs4&mwt
5. Facility's Physical Address: 4835 Dol h 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): Gay e D.Crowther Phone No.: 910-653335 OIC#: 16446
11. Lessee's Name(if there is not a Lessee,write"None"): Is
A16,
11
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Feeder 2,000
Operation Tvoes:
Swine Cattle Dry Poultry Other Tvoes
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 Poulln
Gilts Other Non Laying Pullet
Other Layers

13. 11✓aste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
NUR-1 /Q g C a 1-76 0 19.50
NUR-2 q R C A b/9 9 1-7 (p 0 0 19.50
NUR-3 9 t(- C/0. 7 $ 0 00 19.50
NUR-4 9 a N' C a 7?g 1 7 0 0 0 19.50
SOW 1 7 0 000 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed b% the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,�signature should be by a principal executive officer of the corporation):
Name: A, � O Cl0 w�Ae2 /
— Title: / rc Ji dC N
Signature: _ Date: 7
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Perm [e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

ROY COOPER
Governor
..
MICHAEL S.REGAN t_1».,� • �'
Secretary
LINDA CULPEPPER NORTH CAROLINA
Direct" Environmental Quality
February 27,2019
Gaye D Crowther
Sea Gro,LLC
1200 Big Ave Rd
Tabor City,NC 28463-1200
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deg.ne..gov/about/divisions/water-resources/water-qualitN-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure 'Your continued coverage under the State Non-Discharge General Permits. You must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be com lete signed and returned b April 3._2019.
Please note that you must include one (1) cop► of the Certified Animal Waste Management Plan tCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
"lication fonn.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Cohunbus County Soil and Water Conservation District
AFOG Section Central Files-AWS240078
Murt:h%-Brown LLC
N.3;.th Caro .taDepanmert•ofErvrarrmerhisQLiaxy 1 0vs'erof water Res"roes
' 512 N.Sa sbcy St.1 163£Ks Se•vze Certt_r 1 Rs'_gt,N2rth_ rta 27�C3-i£"ac
— -- 919.707 47OC

t
Murphy-Srown, LLC 7/2/2013 2822 Hwy 24 West
P.O. BOX 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Gaye Crowther
Farm Name: Sea Gro C�
Farm Ca city: Columbus -D5 C�
Farrow to Wean Lt�
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.
1 of 8

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,111:3,tons,etc.):
capacilty Type Waste Produced or Animal Total
Farrow to Wean 3212 galtyr gam
2000 Farrow to Feeder 4015 galtyr 8,030,000 galtyr
Farrow to Finish 10585 galtyr gaYyr
Wean to Feeder 223 galtyr galtyr
Feeder to Finish 986 all r "WALUEI -aVyr
Total NVALUEI gal
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (fbe):
Ca acl T pe Nitro en Produced per Animal Total
Farrow to Wean 5.4 Ibstyr Ibstyr
2000 Farrow to Feeder *based on 4.18 Ibstyr" 8,359 Ibstyr*
Farrow to Finish actual 26 ibs/yr Ibstyr
Wean to Feeder records 0.48 Ibstyr Ibstyr
Feeder to Finish 2.3 ibs/ r 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 let Year: 9648.75
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: (3,621.76)
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.
2of8

Reeeptlon Area Specifications
Tract Field bt9sated Soil 1st Crop Time to 1st Crop 7st Crop Lbs NlAc Lbs R Total Ibs N 2.qd Crap T6no to 2nd Crop tad Crop Lbs NlAc Lbs N Total Ibs N Total Tots)lbs N
Arrea T Code Apply Yield Ibs NWnit Residual lAc Utilized Code Apply Yield lbs NJUnit Residual /Ac UUllaed Lbs NlAc Utilized
Totals: 0 0 0 0
3(b)of 8

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 definitely 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 beforee drilling for best results.
CROP CODE LEGEND
Crop Cade Crop
Lbs N utilized/unit yield
A Barley
B Hybrid Bermudagrass-Grazed 1.6 Ibs N/bushel
D Hybrid Bermudagrass-Hay 0 Ibs N/ton
E Com-Grain 1.25 Ibs N/bushel
F Com-Silage
Cotton 12 Ibs N/ton
G Fescue-Grazed 0.12 lbs N/Ibs lint
H Fescue-Hay 50 Ibs N/ton
I Oats 50 Ibs N/ton
1.3 Ibs N/bushel
K Rye 2.4 Ibs N/bushel
L Small Grain-Grazed
Small Grain-Hay 50 Ibs N/acre
M Grain Sorghum 50 Ibs N/acre
N Wheat 2.5 Ibs N/cwt
O Soybean 2A Ibs N/bushel
P Pine Trees 4.0 Ibs N/bushel
40 Ibs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may,and most likely will be, more than the acres shown in the tables
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm TotaU r
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 acreas 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 foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract Soil APPllcation Rate
H Brant T pe Cro in/hr APPilcation Amount
13951395 1 W Ly B 0 5 inches
1395 1 E Ly Millet 0.5 1
1
1395 2E LY B 0.5 1
1395 3W �y Millet 0.5 1
1395 3E Y B 0.5
Ly Millet 0.5 1
1395 4W Ly B 1
1395 1395 4E Ly Millet 0.5 1
5W Ly B 1
1395 1395
5E Ly Millet 0.5ZI
1
1395 Z2 Ly B 0.5 1
1395 Z3 LY B 0.5 1
1395 Z4 Y B 0.5 1
1
6of8

Additional Comments:
This elan utilizes the acre es and PAN Production numbers shown in a
summary of irrigation activities taking place in 2004, 2005,and 2006 totalling
PAN Droduction for this farm Burin this time eriod.
The total used for this plan was calculated as 1.6 times the 3 year for these ears. If the PAN roduced exceeds this estimate average
,this Ian must
be revised accordingly.
Z1-44 are solid set zones that replaced traveller pulls 6,7.
This lan revlsion than es the cESPSfrom fescue to Millet for nazi
The millet windows include the 30 day pr lant a lication eriod.
6-26-2013-this revision than ed all w,estioulls and zones to Bermuda
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Sea Gro
Owner: Gaye Crowther
Manager:
Owner/Manager Agreement:
l/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.
Itwe understand that I must own or have access to equipment,primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Galf a Crowther
Signature:
Da S
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W.Kin
Affiliation: Mu h -Brown,LLC.
Address: 2822 H 24 West,PO Drawer 856
Warsaw NC 28398
Telephone: F91110 293-3434
Signature: l!
t 3
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 application
for other nutrients. s
4 Animal waste shall be applied to land eroding less than 5 tons may be applied to land eroding at more than 5 tons Per acre per year. Waste
r but less than 10 tons
per acre per year provided grass filter strips are installed per
runoff leaves the yield
(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 whert4
ti J i�N1.M1'F0l�,1vT-,
1 of 3 MAR 2 8 2019

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property
boundary and canal. Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
13 owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
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
2of3

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 fora minimum of three years.
Waste application records for all other waste shall be maintained fora minimum of five
years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
3of3

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names, d:reccions, Milepost, etc.): l eS .f UTtf Dl�- e
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• 1 to :tnLSZ CI Pullets
•_+ Farrow to WC_Z e Q Byf
�(i;=aw;a F:e;e: 000
. Z:3.r:aw to Fi
O:F.er 7}•pe of Lirettcc:: 1Vu.�r-rer of..' =lr•
:Prz:io%:s Des'-r^
Ora., Desf
AC:eaEe A-Ya?acle for Application: � �� 3
Required Acreage:
Nu:::�er of z`acr. !StosaSe d
Total Capacity: �W/$41, S� Cubic Fee:(ft3)
=.:e SL'"_Sul:i a._e d___-s prose i[ on the fa. ES
: or NN0 (please circle one)
If YES: aze subsu�—f3C Oresent to the a_rz_of ahe k GO
__ _, _, _ xx�t=;trxx�t=xx�t;.* �•=�ex�;t�t;�= x�t. Y Or Y FIELvIe35.' c:rcle one)
�. =K at it?t�=alit T,[7exR at it it?t?ts?Ixx xatx ft
Owner/Managg=r Aare
;r e�-1ea I(•�•e)ve: fy t:�ec sa:`e_co�•e' rr:- ' i be .
R31t7Ce«rn -dryre •�^ O :-Ca S corms:and Wi_� tl-daltd r'-Ga:C::G_''ir3'i=Ig we) I:: -? az aN'nco-z=d
Ce y-.iaC- S e$t..rllSi:Cd L^ ��'e BCCCaVCd rr eT v r aee� 4- ^.de;st=•_d t
it alerect tt:ese -�+;; ar:� w-st- =-_, a:c plan far t::_ f_-i aum:d :'cave d w�+il
vC.".C_ res. I (we) .L'now th?_t aaf en�w_sian to Cho e;:St:^.� desissr CiCaC':'f at•thc wZ,, t:.-fit:., ac .d
stCC3-e S%ste,^:t aC CCCSt:::CtiCC Of new faCiil!ies will racui:_ 3 Gew CL:diFC3Ciaa Ca be SGbr.tilted Ca C`iG DIViSiGu aC
t^c Gew ari_
�• 1:`�a-:• ^-C^.0 GC.CCC ma1S Z:.SLCC CCU I(we) T.'LL�.:S'�?.:Ci'f'3'L�:e:S -
zs;a Ecm t`-s.-cm-Ec or ae a on s Gast no disc;a:ae of ==T
_ clic ysterl to suace wa:e;;Gf�*e s�:te -;�:e:dLre^_:ty
,7c�a S:C:^ ^t r � - �_ _:. .� _�c o�ve yan La o
eve_ 1=3 se• e.m- tL°r Chc 7S-y ear.11 hcu.-swr= ___ &--c —-
I , r • r _ ��-s;cc be cl:c-c car tLa �.:� :c_ti of:a:�=I
ws:_. "we) ucde; mcd � tu;:-o<< of polls; -a f-am Ioue ' sid
dove:ccc 5 tuG YZa,�,�^� ReSaI::C�S ?:T`i �e��f GSG Zt�3 CSC�e (i'�Al^1.Te's usice L='-n.Ic,
Y Conse:-rzcien S,:rica. The speravedd ptra will be filed at the far=and at the
c cz of the ICC31 Soi; a.cd Wacor Cousevation Dis-;ct- I(we)mow that any„meth;?;:den dust be aperaved by a(eccric=1
rccia,�is:an subt:�il:_-! Co the Soil and W;leg Caeser vac;cn Dist,:^c prier :o imcIc,^c,c_coa_ A ch== cis Ierd a.rl:e:saip
recuirzs w-:ccen aod.:c_rdon to DE1i or a ae•H Cardncadoa Cie the a;crve4 Qi.r is c aap ) wichia 50 d=yS of a add t;..asfer_
Name of Lary Owm j /C- A (Oro j t &_/�__
Signature: _—
Date: A6 --
Name of"Mana;er(if different from owner):
Signature: Date:
AWC - January I, 1997 I

�NiMQJ WAu h- /Yari� u/7�—P7aAl v(e�f��_ cci f oAI
EYistinaor Ne%v or' E. anded"' (please circle _
mineral information: &MAIAIE$ : Aq•-78
Na:-ne of Fa_rrn: ,�eG G/o L LL F,,cility No:
Owner(s) Name: '` Gu a Ciou1 f -phone No:
Mailing Address: ._
l��O T -
Farm Location:C3 j At, a6or- Ci fy,NcCo n;T a i is Ioc,ced in: Giocd�,gar �o�bS3'ys'y
Latitude and Longi:-Tde: Af
Please at-wch a copy Of a county road nap with location identified and describe below (Be specific: road
names, directions, milepost, etc.): . ,�' �pv o� !'E, o
,eDo.
-Operation Description:
Tape of swine No. of Animals T• e o Poulin ..,
We,n cc Feeder SP f No.of�inirr_..s YR of Cc:r?e lYo.of nnimc!s
• Fe_d_ to Finis;, 0 Layer CI Dairy
=...::ow cc We:.-t '� Pullets 3e_,
Far:ow to F*edcr 2700 _
Fz=aw to Feiss Orf er?}ae of Litre_:occ 1V:cT^,er=-crd:rrg Operc:oa •Ors! �'.�''' ..:.'''-i:- `�-• _�;r.':.:
toils Desir Caucct.►v:
- Add: o= n a 1 Desrg r Capaci=`~:
•aDest:iri CaCOC ry.�
Acreaze Available for Application: Required Acreage: 49A. .3
Nur.per of agvcr=s t 5tora-ge Ponds :_, local Cap aci / Ss
tY C oT Cubic Feet(r�)
Ie Oresenc on the fa_rn: ES or NO � circle
(blase .. one)
If YES: are suosu;:ace drains present in the area of the AGO 'or �Y FIE:
glese circle one)
Owner/Manager Agreement
I('.•e)VC-4fy thhat all uh. :.hove -infor_;_:cQ is:ore.. a:d wi7l be rd3t�upcta ci':3^.gin;. I(we) undersr_^.d t,:ace-_tics mad
Maiite:=111Ce �'.racc'ores e�t3bltslted Ira the approved n-� wa',a mtr, _=cnc pla:1 for Ii.0 [-'f I: QZ.�'�'� 350Ve +��- tiltil
.:.plc-c:c d:ese :rc_d;res. I (we) know that any ex3aasion cc the ex such desi;n capacity of the wzz�: creat,�ect and
storage syst_ ;t ar cecs�lcdoc of new fatalities will rcqui:e a caw ctnIficadce cc be subraittcd cc the Divisica of
F.^,Vitaw:==1 ttilat^.aaL_^e^.0 Gt:Ore L:C new 3I'.iS��IS 3.�.�St:CSCG:!. I(we)u'.dc.stannd'h.=:Mere=ust be no disc;^.arze of a.^..=^_3.1
waste from the stcmze or applica:.ion system to suraca wate:s of the stsco cic`:e:d ,•:.r(y�„
^ a s:, �.r�ecnvevancn or
ter=evicec lass severe tyaa c`:e 35-,ve_: 2, hcur star- -.d there mesa act be Ma-or.hors the arctic:cloe of=i.^.._?
ws:e. [ (we) ucde:stacd 4`•. t r,tt-o[i of pollsrsr,cs from louc;ing and heavy use areas r~,sst be rr_nirtzed usicz t._:taical
sc:rd:.;ds deve?oced by the ;la,.rr1 Reseu:cas Conser racicc Service. The approvedf pl:a will be filed ac the farm and at the
cf c_of the local Soil and Water Corsevacion Distic• I(we)!mew that iy medifcacea must be approved by a cechrucsl
rr_iriist and subrnttted to the Soli sad Waco;Coeserracee District pr'er eo impte,..ertzdoez A ehrr.'Ze it:lard ownership
re;uir_s w ntcen nodt;czdon to DI_y1 or a caw c_:,itscadoa(If the ac crovc-+pl.:is caaa;ra)�;ichia 60 days of a eicfe 4.as.er-
N:r,:e of Lan tiv er : a
Signature• i
Date: �—
Nane of 1•Ianager 'f differ�n ron owner):
Signature: Date: 1-5- 1 7
AWC — Jnnuary 1, 1997 i
B00101301409

�. As a technical specialise desi.F3' " - - —-- --- - - _-
by the No
VCAC 6F .OooS. I rectify that the srumal waste rth Carolina Sail and Water Cease, .tion Commission pursaaat to ISq
manna n=nageateac plan that meets or exceeds stand "ement system for the farm uarned above has an animal waste
as specified is ISA YC.�,C 2H.O? ? gads and spcciticaions of the Division of Environmental,Managerttent m Carolina Sail and Water Conservation CorrtmissionUpursuaunr oaj R AutiC�C Conservation SarvieerG RCS) and/or the V�
following eletncnts are included in the plan as applicable. W ' r I=I.4_I7 and lSrt I�CAC 6F.000 1-.0005.Ike
sign eac:t certification SD SI, p• line each ca�,gory desi;naces a technical specialist who tan
compete^t.
�1L'P,RC,n,the techhnicaI specialist should only cerdrY Para for which they are technically
IT Certification o f.Design _
A) C llectio�. Storage T eatment Svste
Check the apprapriarz box
x' ti c l i 'tv wir opt eta f'c (SD or WUP),
to Se volume is adequate for operation capacity; storage capability consistent with waste utilizatioa
requirements•
Q , . e!c anded or retro F rt' facil'ty (SD)
Animal waste storage and treaanent strictures, such as but not limited to collection sc have been desired to tweet or exceed the minimum standards and specifcadoas. Stems. Ia_aaas and ponds,
Name of Techhical Specialist (Please Print): //17nq
Affiliation: V/�1/
Address( ): !i[ 7 tS
Phone Vo.:
Signature:
Date: .Q7
B}Lad oiicati ite (IN"UP)
TIC Plata provides for minimum separations (buffers); adequate amount of lard for waste utilization;chosea.cr o is
suitable for waster nagement,hydraulic and au4-ient loading rates, p
Naive of Technical Specialist (PIease Print); �71Mem
Affiliation:
Addres-r cy}:
Signature: Phone ;io.:
Date:
Q �jr
ntr l r m �cter' r L t$Cra tnz pr operate box
Facility w st o t eater' lets (SD or WUP or RC)
This facility does not contain any exterior lots.
Facilicv with exterior iots (RC)
ylethods to nvnirnize the run off of pollutants from lounging and heavy use areas have been desigtte,4 in
accordance with technical Standards developed by:-\'RCS.
Name of Technical Specialist (Please Prnt): �.1//Y)►-y1 /Q
Affiliation:
Address(A nc,
Signature:
Phone No.:
Date:
AIVC — Janu 1,x9
B00101301410

. .' trsccx r�rc apFropriare tro.;
Xt cna' rex and'n
I` i facility with existing waste a Iication a ui m� t
Animal waste application equipment specified in the plan has been either Reid calibratedUar evaluated
accordance with ezistin design c,: , `tarts and cables and is able to apply waste as accessary to accomn;odate ��
waste t:taragettteat plan: (existing application equipment c=
exceed either the specified hydraulic or nutrient Ioadin_ rates, /�
..a cover the area required by the plan at rates not tc
established; required buffers can be maI a a schedule For tinting of applicadons has b�:
the plan). tatained and caabra;oa and adjustment ouidaace are container as
a Pan of
C 'eW exoz ded. or exi tine Earl itv wi '�ovt e.i tinP iriQat {n waste aD licati n eer2i m nt far s v
Acirarr waste application equipment
accommodate the waste sa specified in the plaa has been designed to aoplV waste as nc:rssary to
plan at rates not to exceed either ethnc�speciF Itydraal roposed c or ta�ea P e"c c cover the area required by the
applications has been established; required ' ' • g rates; a schedule for timiag of
eaatained Y ��� buffers can be miauiaed; calibratioa aad adjustment gui ante are
as gar,of the plan). d
Q ew,41LIMded. r exi t!Rc• aciticv without exist'n� was to , • e
resci c of usi�? tarav;n-e,atia D licit oR Atli meat for an
' ARiin:.I Waste aootication equipment speciFie�ia the plan has been selected to anal waste as necessary
accommodate the waste ma.7ageme:it plan; (proposed application equipment c= .. Y essay e
plan at rates not to exceed either the specified hydraulic ar autriencloading corer tech--dhe !- jocred by the
applications has been established; required buffers can be maintained; caI{bracE rates; a sc,-d far tuning of
con =:ned as ga. of the plan). on ard-adjuscrt_nt guidance are
Name of Technical Specialist (Please Print)-' , ✓Vill
Afitliati6n:
Address( lent
Si acure: Phone No.:-
• Date:_ !7 G -
�) d r ntr 1. Insect Control. 'Mortality iVl� anaQe. ent an erQeacv Action
•n r1a f D.
The waste a %' "e ite;tt plan for this facilirf includes a Wane Management Odor Conwal Cheri fist,as Insect Coacvt
Checklist, a titaraiicf Managemeac Checklist and as Emer,eacy Action Piaa. Snores of bath adar z*id insets
have br_a evalttaced with resrect co this site and Best Nfat:age,ent Practices to fieimize Odors a.^.d Best
�[—apmenc Practices to Control IaSCC;S have been Salecce..
MCM-2lity Mazale,;e-,c Plan and i and included its tfie �:rzste r=_a;went plan. Bocli Ilia
the E.�tecy Ac;iaa Plan ar.complete d,�be i;:ale,:.octal by this cac;Iicp.
Name of Technical Specialist (Please Print):
Affthatio n:
Address(.=�enc, : E
Signature: _ Phone No.:
Date: —G12
F) 'Written N 'ce f • %V o Exit nd ins Swine a
The fo![owin;signat',ire block is only to be used for new or expanding,swine farms that begin construction after June
21,1996. If the facility was built before June 31,1996,when was it constructed ar I=t expanded 2-a/—
I(we)cord:-/chat I(we)have attempted to coatact by certified alail all adjainin;prooe.;
who own propery lac:.ted cross a public toad,sire::.ac highway from this new or ezgan dan�s~.+ice fat—.�t an alp pert
adc:was is
compliance R ih the requirements of NCGS 106-305. A copy of the cI and a Iist of the progeny owcc.s notified is
1tL1CI1ed.
Name of Land Owner :
Signature:
Name of Yfanager(if different from owner): Date:
Signature
AWC -- January I,1997 3 Date•
B00101301411

A) 1lection to aQe Treatr a I_ nstallation
ew. exoande r retrofitted faci!• vv (SI)
Animal waste storage and.treatment structures, such as but not limited to lam
accordance with the approved plan to meet or excee d the minimum standards and specifications.O=and ds.have
beea installed in
For existing facilities without retroft no cerh;/4cation is neces
Name of Technical Specialist (Please Print)-
Affiliation:
Address(Agency).
Signature: Phone No.:
Date:
B) and A Iication tie (ZLrp)
Check[ the appropriate box
The cropping system is in place on all land as specified in the anima
l waste management plan.
a as Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
vegetation as specifi specified in the wstde uciiizatioa plan has not be_n established and the owner has committed to eptablislrthe
vegetation in the plan by
for compliance with the ws:eutilizadoa plan. (rrooch/day/year); the proposed cover crop is appropriate
❑ Also check this box if appropriate
if the cropping system as specified in the plan can trot be established on newly cleared land Mthin 30 days
Of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): r» V rtJSoN
Affiliation:
Address( . n ):
Signature: _ Phone No.:
used Date:� �
This folla%v ignatu block is only to be ed when the box for conditional approval in III. B `
above has been checked.
I(we)certify that I(we)have comrcMod to establish tl:o trot+ ins if appropriate to,stablish 44e iatcc rn cop for erosion co,^.tarot °system as specified in my(our)waste utilization plan,and
Technical Specialist within 15 calendar days following date specified
will submit co DEti4 a ver:fication of completion from a
fz-'I=to submit this verification is a violation of the waste dmana management plan and will subject me(us)to as afcrc realize ntthat
action from DEM.
Name of Land Owner :
Signature:
Name of l�ianage Date:
r(if different from owner):
Signature:
Date:
AI C — January 1,I997
3
800101301412

• Facility with exterior lc,
Methods to minimize•the r. ,ff of pollutants from lounging and heavy user .as have been installed as specified
in the plan.
For facilities without exterior lots, o certf cation is necessary
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: __—_ Date:
D) Application and Handling Equipment Installatioll (WTJP or I)
Check the pproprfc:e block
Aairial'w•iste 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.
❑ 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 part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan hasbeen
purchased acid will be on site and installed by (month/day/year); 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 guidanc- have been provided to the
owners and are contained as part of the plan.
?Name of Technical Specialist (Please Print):
Affiliation:
Address gent Phone No.:
Signature. Date: �lv-,'"2
The followin Gnat a block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the a:umal waste application and handUng equipment as
specified in my (our) waste management plan aid will submit to DEIM a verification of delivery and installation
from a Technical Specialist within IS calendar days following the date specified in the conditional certification, I
(we) realize that:allure to submit this ve:fication is a violation of the waste mana,ennenc plan and will subject the
(us) to an eriforc_ment action from DEyt.
Name of Land Owner :
Sienature• Date:
Name of Mana;er(if different from owner):
Signature: Date•
E) Odor COntroi. Insect Control aid Mortalityiti?anaQement ED. SI. A3'L-P. RC or Il
Methods to control odors and insects as specified in the PIan have been installed and are operational. The
mortality management system as specified in the Plan has also been insdlej and is operational.
Name of Technical Specialist(Please Print):
Affiliaticv
Address gen ): t• Phone No.:
Signattre. Date:
A WC — Janua , ,199?
800101301413

"Please return the completed:' nm 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
i P.O.Box 29535
• Raleigh,NC 37626-0535
Please also remember-to submit a copy of this farm along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
AWC .. January 1,1997 6. 800101301414

F
4VV- A
Jc^/
Gaye � �
Operator:
County: Columbus
Distance to nearest Date: O1/18/95
residence (other than owner) : �
1• AVERAGE LIVE WEIGHT 1500 feet
0 sows (ALW)
(farrow to finish)0 sows
(farrow to feeder) x 1417 lbs.
head
2000 Sows (finishing only) x 522 lbs. = 0 lbs
(farrow to wean) x 135 lbs. _ 0 lbs
head (wean to feeder) x 433 lbs. 0 lbs
Describe other : x 30 lbs. = 866000 lbs
0 lbs
Total Avera 0
2. MINIMUM REQUIRED TREA LA rage Live Weight =
866000 lbs
TMENT VOLUME OF
Volume GOON
CF
Treatment 866000 lbs. ALW x Treatment Volume
Volume = Volume(CF) /lb, ALW = ( ) /lb. ALW
866000 cubic feet 1 CF/lb• ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length th (feet) ___ _
Inside top ) - __ _
Top of dike h (feet) -------------- ------- 425. 0
Bottom di elevation (feet) _________ ____ 400. 0
of feetn elevation (feet) --- __ 50.7
Freeboard (
Side slopes (inside lagoon) -------------- 41. 0
Total design volume 3 . 0 1
using prismoidal formula
SS/END1 SS/END2 SS/SIDE) SS/SIDE2
3. 0 3. 0 3 . 0 3 .0 LENGTH WIDTH DEPTH
419. 0 394. 0
AREA OF TOP 9. 0
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 AR* )
165086.0 EA MIDSECTION) + AREA BOTTOM *
575456. 0 ) DEPTH/6
124100. 0
1.5

Total Designed Volume Available = 1296963 Cu.

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
5A. Volume of waste 180 days.
produced
Feces & urine production in gal./day per 135
, lb. ALW
Volume = 866000 lbs 1.37
Volume = 1581893 ALW lbs. ALW * 1. 37 gals. or 211483 . 1 cubic feet gal/day 180 days
5B• Volume of wash water
This is the amount of fresh water
of fresh water used for used for washing the lagoon water are a flush system. Flush s floors or volume
accounted for in 5A. Ystems that recirculat
Volume =
0. 0 gallons/day
Volume = 180 days storage/7.48 gallons
0. 0 cubic feet
5C. Volume of per CF
- Per
in excess of evaporation
Use period of time when rainfall exceeds eva
180 da s poration by largest amount
Y excess rainfall _
7. 0 inches

Volume = 7.0 in * DA / 12 inches
, per fort
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=====______ 180 days
25 year - 24 hour _ => 7. 0 inches
Freebo - rainfall__________________>
ard=====________________ _ 7.5 inches ✓
Side slopes===== > 1. 0 feet &/
Inside top length_____________________ ___> 3 . 0 1
Inside top width_____________ 425.0 feet
Top of dike elevation====________ 400. 0 feet
Bottom of lagoon elevation_________________ 50.7 feet
Total required volume=====______ _ _ _ _ => 40.7 feet
Actual design volume====__________ > 1282900 cu. ft.
__________
Seasonal high watertable elevation SHWT =__> 1296963 cu, ft.
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
4
Required minimum treatment volume=====_____= . feet
Volume at stop Pumping > 866000 cu. ft.
elevation=====_______> 868775 cu. ft.

Start pumping elev.====____-______
Must be at bottom of freeboard & 25 yr. rainfall9. 0 feet
Actual volume less 25 yr.- 24 hr. rainfall==> 1190713 cu. ft.
Volume at start pumping elevation=====______
Required > 1182594 cu. ft.
q volume to be pumped________________>
Actual volume Planned to be __ 313819 cu. ft.
p
Min. thickn sof s .il linerwhen d uired==> 1. 5 fe
q fere 31 ft.
et
7• DESIGNED BY: 1-/,-V--j-&a--0PR0VED BY•
DATE: e •1 saw,
DATE: � so •�FtSS/Qa.,
0
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN o
16415 a T
COMMENTS: I NILI�Q� •• \.... Q
311 •�.��
s
1`[A ^�
4 ln Ll20JA 0-1
2019

SPECIFICATIONS-FOR-CONSTRUCTION OF WASTE SHEET 1 OF 2
-----------------OF--- E TREATMENT LAGOONS
FOUNDATION-PREPARATION: ------- ---------------
The foundation area of the cleared foundation
trees, to s lagoon embankment and building
Satisfactory dispologsl stumps brush, boulders sod and
shall sbe
h
the lagoon and pad area should a made of all debris. and rubbish.
the dike and peed and stockpiled for useon°m
lagoon embankmentaandsbuildinr stripping the foundation area of the
to placing the first lift of filadmshall 'letothoroughly loosened prior
EXCAVATION AND EARTHFILL p get a good bond.
------------ LACEMENT_
------ILLP
The completed excavation and earthfil
grades, and elevations shown on the 1 shall conform to the lines,
be free of material such as Plans. Earthfill material shall
6 roots
inches u diameter, and Other objectionablem
they are suitable frozen soil, stones over
shall be brought u excavated materials can be material. To the extent
inches in thickness in looa used as fill. The fill
approximately horizontal layers not to exceed 9
Will be compacted by complete ardprior to compaction.
equipment or standard tamping coveragewith the hauling Each layer
--� Compaction will be considered adequate whener or is
g and spreading
C consolidate to the equivalent method.
NOTE THE SPECIAL Rthe PointREMEN that
settlement is not ll material is observed
SECTION OF THIS SPECIFICATION. PLACEMENT OF LINERS aINl THE
detectible.
installed usingThe embankment of the lagoon shall be
excavations. Conhe more imofrviousll hmaterials from the require
settlement. Dikes over 15 feet in height shall include 5 d
capacity of 10 acre- g and with Percent for
Dam Safety feet or more fall under the is impoundment
from the constructed height ht to defined as the difference tinn le the nNC
e downstream toe of the dikelevation
Precautions shall be taken during construction
erosion and sedimentation. to prevent excessive
LINER_ THE REQUIRED THICKNESS SHALL
-------------- __ ___B_E 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) -
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE
ARE REQUIRED WHEN THE ATTACHED SOILS
ENCOUNTERED DURING CONSTRUCTION.
IS INCLUDED IN THE DESIGN WHEN LINERS ARE RE MATERIAL IS
A TYPICAL CROSS SECTION OF THE LINER
When areas of unsuitable material are encountered,REQUIRED BY THE SOILS REPORT.
excavated below finish grade to the specified
red
Perpendicular to the finish they will be over-
as specified to grade. The foundation shall as ebeubackfilled
REFER TO THE to grade
with a SCS approved material
CONSIDERATIONS. INVESTIGATION INFORMATION IN THE PLANS
CL,SC,CH) .
LANS FOR SPECIAL

Soil liner material shall come from an a SHEET 2 OF 2
minimum water content of the liner material shall be optimum
content which relates to that moisture content
borrow area. The
in the hand it will form a ball which does tnot readily
soil moisture
content Water
shall be added to borrow as necessary to insure
duringY separate. Water
placement of the liner. The moisture contenteofm the tliner
ontent
material shall not be less than optimum water content during
The maximum water content relates to the soil material being
for efficient use of hauling equipment and placement.
compaction of the liner includes placement ino9einchmliftion.toproeer
compacted to at least 90 percent of the maximum ASTM D698 sDrndun • p
Weight of the liner material. When smooth or hard, the rev'
shall be scarified and moistened as needed before placement Y it
lift. a previous lift
of the next
The single most important factor affecting the overall com ac
ability of a clay liner, other than the t f ted
liner, is the efficient construction processi or the
liner, of clay used f
the
The sequence of equipment use and theroutingnofoequipment pinted liner.
estab-
lished pattern helps assure uniformity in the whole Placement
--, and
compaction rocess, an roller is the For most clay soils, a tamping or sheepsfoot
preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste
Pipes. This can be done b e outlet
or using flexible outlets onuwastesipome type of energy gY dissipator(rocks)
Alternatives to soil liners are synthetic liners and bentoni
When these are specified, additional construction specifications
included with this Construction Specification,--------------
to sealant.
are
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area
shown on a typical cross section in the
cutoff trench shall be determined by observationT fdepth oundation
Of the he afoofnthe.
materials. ndation
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.
on areas of the dike and Topsoil should be
tplaced
shall be used if the recommended permanent vegetatioseeded. Temorrn ieeding or mulch
dates for seeding. Permanent vegetation should be establ ut ishedf season
as possible during the next period of approved seeding dates. as soon
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
bf' IO 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.

U. a. uepartment of Agricultu•
Soil Conservation Service
NC-ENG-34
September I980
HAZARD CLASSIFICATION DATA SHEET FOR Lggae File Code: 2I0
-andowner
lie�=
Community or Group No. County
Estimated Depth of Water, to Top o f Damc Conservation plan No.
Date of Field Hazard Investi Length of Flood Pool ,
Evaluation by reach of
from sudden d flood plain downstream to the point of estimated m'
am failure. -
minor effect
Reach: Length: `Width: ' ' Kind of �st• .E ev• St.
evation
STope: Land Use Improvements :Improvements: of Breach
Ft. Ft. g Floodove :Floodwater Above
Plain: FTaod PT.ain
I Ft' • Ft.-
2
3 .
Describe potential for loss of life and • _
improvements from a sudden breach damage to existing or probable future downstream
Hazard Classification of Dam((:a;) b, c) (See N`Z_=___p
52
Dam Classification (I, II. III, O.2I}
BY
/ name Date
tit e
19—ems.i
Concurred By , a
NOTE: I- Instructions on reverse side.
2. Attach additional sheets as needed,

P.02
SUITAPL;.! i.. --ROPOSED POND SITE
f'A!
7
--st Cl PUMV
r
WORK
t
IES 'WORK UNIT CERSERVATEIAST
'HERE BORING5 NUDE (Approm, scale V'=-feefl
,R etnw u,d at
4 '
T—
a, 17.1,&Onng.1-i'vetvre LUOM
table
Ir 17 19
r

'TYP£fi OF MATFRJAL-ENCOUPITEI DIN ON BB RING$ --_ — —.�_(.•,a ;=_t, :f systems below)
UNIFIED CLASSIFICATION _ .-.- —.�..-
1W-Well graded gravels; USDA CLASSIi+ICATION
GP-poorlygravel, sand min
graded gravels 9'gravel
GM-Silty gravels; gravel-sand-silt ma x s-sand
-C-CiaYey gravels; gravel-sand-clay mix vfs-very fine sand
i SW-Well graded sands; sand-gravel mix sl-sandy loam
SP-Poorly graded sands fs1-fine sandy loam
S-4-Silty sand l-loam
SC-Clayey sands; sand-clay mixtures 8l-gravelly loam
ML-Silts,silty,V.fine sands;sandy orclayey salt si-silt
I--Clays of loser to medium plasticity oil-silt loam
CH-Inorganic clays of high plasticity cl-clay loam
t `fH-Eluaric silts sicl-silty clay loam
r-L-organic silts and silty clays. law plasticity scl-sandy clay loam
1-organic clayq, medium to hi y sic-silty clay
high Pa®stiriiy c-clay
1- 5 ritahle materirl for eznb
+orrw ud�� &aka1ep! is available N4 --`-`----•
(indicate where local on tr sketch o
..t:hL opt �
' I - �,' — --_ i� •�' -"f � :L. , r � �� �,f-���- �• E'! fir
1 J_d r "a t _.r -••'':. .,__ _ '' !',fi.'4. Y! •• �'�•.Jti,`
k:rilaiu hazards requirma special ae��atias sa design I d5ee
i GEN
25 26 27 28 29 g0 '
` 31 32 93 !34'
45 35 9 37 3FJ 38 40 4I 42 43 4{
j 46 47 48 48 60 bl
f'
y

GT.Kiti 6ii#i it#rlifalii#iyQp#mmm
i rfil# Mmmmim = per
iiil•imm#iilmr#i=A 1
RRrriffmimi
Romiommrar ��� ��#�ir ��#si#m01tl1
mlrrlilmlrrmilmimg ��� ��� ie��
■aarr ��im�rr��smbarr �m �;�rma �
p# �4 loom
mswaair��mo8r
aa�Hil1# m�E�� � R�}.=iimm# mAi*mmil miiimmrmaili#iR'mia
�o �rslmq=iimiiiimiii#ii#gm#im mmM1L+a6�-a+■.��:rslrraa,. m�immsmftmYrir#im#1iliisRi�iitmmiiq
�im4b#mi#immm#ii#m#iiD##mlmiMiH!#mMi
Mum" 4aWmi19 �##riiifm m#i1
�l�rrRi�siimZ� � � mmm�iimi�m
iAimtlmmix�
mr#m mrYE�ir# --�iY. i�
i►i� #lr�brpA��g ��i �r�C+
Mill W,
AN-dill ru
�Bii� _ ,�'�fon
ii •t� � ■
WAX
# � F
1Y.. .ice _ +S �L' 4 iT1 tMgMEMIMEOMMEFE
+
p ..
I�1. • iJllr
•

,�
ga,_� U
f :, TYPICAL X—SECTION TBM ELEV. , 50.00
�e«.rr2vs` NAIL I N._ �
SEE NOTE 3
Q� SEE NOTE. 2
�moo•
w
-lv7.0
-�
EXC = _./ CY
FILL = PA CORE TRENCH
DIKE 37 CY �D SEE SOIL SHEET
FOR DEPTH
NOTES: SITE CONDITION NOTE
3�, � 1 CY i) ALL WEAK MATERIAL TO BE OVERCUT
TOTAL: _ AND BACKFILLED AND COMPACTED. -
O'F- THICKNESS OF LINER DEPENDS ON OVERALL r
a DEPTH. LINER FOR THIS LAGOON TO BE '
COMPUTATIONS BY: K
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
F'r sue,_. •,
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
—' FILL TO BLDGS BEFORE EQUIP MOVES OUT (WORK TO BE
—i.r Akik— u./ 01 nr InA1TAA/'TAPcZl

sons & SITE EVALUPME ON
Omver: Gays- J, Ciowrjr - Farm: 9-ea Gry L L C -
opewation: ¢ -/bpp [state Road #
[Dae: lCounty: do L.),A#05_
r
Distance to nearest residence: =JSDD
Number of homes within half-mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth - '1 2 3 4 5 6 7
(ft)
0-1
1-2
2-3
3-4
6-7 CQ CQ Ce Lt
7-8 8-9
9-10
1=10-+
* Seasonal High Water Table
A f
Borings made by:
Signature & Title:

erator: qj,;. Site 1 S�o
County: Columbus 7
Distance to nearest residence (other than owner) ; Date: 10/27/95
1• AVERAGE LIVE WEIGHT >1500 feet
0 sows (ALW)
(farrow to finish
0 sows (farrow to feeder) x 1417 lbs. -
head (finishing only) 522 lbs, o lbs
0 sows (farrow to wean) x 135 lbs. _ 0 lbs
1600 head (wean to feeder) x 433 lbs. _ 0 lbs
Describe other x 30 lbs. _ 0 lbs
48000 lbs
0
Total Average Live Weight=
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 48000 lbs
Volume = 48000 lbs. ALW x Treatment Volume(CF) lb.
Treatment Volume(CF) /1b. ALW = / ALW
Volume = 48000 cubic feet 1 CF/lb. ALW
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------
To Inside top width (feet) ___ _ _-_-----
Ins 160. o
Bottom of dike elevation (feet) ----------- --- 110. 0
of lagoon elevation- (feet) --- 44. 0
Freeboard (feet) _
_ . 0
Side slopes (inside lagoon) ______________ __ 1. 0
Total design volume usin 3 . 0 1
g prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3. 0 3 . 0 3. 0 3 . 0 WIDTH DEPTH
154 . 0 104 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
154. 0 104. 0
AREA OF BOTTOM 16016 (AREA OF TOP)
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. _ 4
[AREA TOP + (4*
AREA( AREA MIDSECTION) + AREA BOTTOM] * DEPTH 6
39116. 0 5000. 0 /
1.5
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____________________>
Rainfall in excess of evaporation=====______> 180 days
25 year - 24 hour rainfall__________________> 7. 0 inches
Freebo 7. 5 inches
Side slope _ _________ > 1. 0 feet
Inside topslength===________________________> 3 . 0 1
Inside top width=====____-- --___> 160. 0 feet
Of elevatio --___-_________________> 110
Top dike _________ _ _ . 0 feet
Bottom of 1 n - _-_________-� 54. 0 feet
lagoon elevation=====______ _ _>
Total required volume_______________________ 44. 0 feet
Actual design volume=====__________= > 80989 cu. ft.
Seasonal high watertable elevation SHWT =__> 90198 cu. ft.
Stop pumping elev.====____--_ � � 50. 7 feet
Must be > or = to the S -> 50. 7 feet
Must be > or _ HWT elev.====______> 50. 7 feet
Required minimum treatment to min. evolume====nt_e=_=> 80. 0 feet
Volume at stop pumping elevation=====______-> 48000 cu. ft.
Start pumping elev.====___--- _ -> 57310 cu. ft.
Must be at bottom of freeboard & 25 yr. rainfall2 3 feet
Actual volume less 25 yr. - 24 hr. rainfall==>
Volume at start pumping elevation=====_____= 79362 cu. ft.
>
Required volume to be pumped_______________ 21989 cu. ft.
Actual volume planned to be pumped=====_____> 1989 cu. ft.
Min. thickness of soil liner when required==> 22155 feetft.

orsMew06
7. DESIGNED BY: `� 1 CARal
° i,
APPROVED BY: "
--� DATE: /f �s� DATE: f,5�
T 16415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �'ti�N �� �$
COMMENTS: ��•o,'d M�Sfit;�••`
*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.
f� 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
---------------------------i------------------------------
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

on areas of the dike and pad to be seeded.
Temporary shall be used if the recommended permanent vegetation seeding isout oor mulch
dates for seeding. permanent vegetation should be establish-iea as soon
f season
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 tilelnlmum
trench shall be backfilled and compacted with good material such a
SC, CL, or CH.
s

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 GRATIN AT 30 LBS.
/ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS.(SEE FOOTNOTE NO. 1) /ACRE
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 BER14UDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS.
SEEDING DATES: DECEMBR ER MARCH 30
1 TO 3 VEGETATION)
MARCH
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.
ALL DISTURBED AREA, IMMEDIATELY AFTER EARTH MOVING IS CO
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SHAPE
SMOOTH SEEDBED. COMPLETED.
OR SIMILAR BED. APPLY SEED AND FIRM! SEEDBED WITH A CULTIPA,KER
PLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN CO
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED
MTHON
AT
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER 8
UNTIL BAHIAGRASS IS ESTABLISHED.

Sail Cgnservation Service Septemer t�feu
t. .. Fi 1 e Code: 210
HAZARD CL.PSSIFICATION DATA SHEFT FOR DAM3-
andowner 7 G 111k S'7—�- - `' - County
— - . _ • •
t,amminity or Croup:*Nc.' . . Conserratiorr'Plan No.
Estimated Depth of Water to Top. of Dan - ,? Ft.- Length of FToQd Pool J Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. -
. Est• .Eiev. :`st. evation
- Kind of, :Improvements of Breach
Reach: Length:
Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft.- Ft. A Ft_ Ft.
L •
•
3 - - -
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Disc la b, c) (see HEM-Part 520.21) —
Dam Classi=• Lion (I, II, III, , V)
Date
e (title
Concurred By, 7f. , C. Dana /( -
na. i title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

TYPICAL X-SECTION TDM ELEV, 50.001'.
i�.cf "°i'- r`�r.//.• NAIL IN• & lea _
SEE NOTE 3
p(Z,� SEE NOTE. 2
w
v
5-43
CA
EXC = A617 CY77
FILL - PAD �067_ CY CORE TRENCH
Dll<E 24? _ CY SEE .SOIL SHEF"
r.' FOR DEPTH
2�
+ 10%
NOTES: -SITE-CONDITION NOTES
TOTAL: _j CY�- 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED. X {
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE
COMPUTATIONS BY: ''Ufa
s>.
)
2 DIKE BEHIND BLDCS TO BE MIN. 0.+5"
Ito)- ��'f'' �� `�`' HIGHER THAN OTHER PLANIJED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
_ END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR Of BLDCS;
FILL TO 11LDGS BEFORE EQUIP MOVES 'OUT (WORK TO BE
r r\rn wua rr-r. w/ nl nr` !`Ill.11,7A/`1'fIOC�

� Z
aerator:H*� Site 2
County: Columbus
Distance to nearest residence Date: 10/27/95
(other than owner) : >1500
1• AVERAGE LIVE WEIGHT (ALW) feet
0 sows (farrow to finish) x
0 sows (farrow to feeder) 1417 lbs. -
head (finishing522 lbs. __ 0 lbs
(farrow 0 sows x 1 0 lbs
1600 head w too onlywean)) x 35 lbs. -(wean to feeder) x 433 lbs. __ o lbs
Describe other : x 30 lbs. _ 0 lbs
48000 lbs
Total Average Live Welg th -2• MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON 48000 lbs
Volume = 48000 lbs.
LW XTreatment Volume(CF) /lbA ALW Treatment VolumeCF/lb , ALW
Volume = 48000 cubic feet /lb• ALW
3• STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4• TOTAL DESIGNED VOLUME
Inside top length (feet) _____________
Inside top width (feet) ----_ _ _ _ -------
Ins 160. 0
Bop of dike elevom ofation (feet) ------- -------- 110. 0
Freeboard lagoon(feet) _elevation (feet) ------------ 43 .5
Side slop (inside ----- ---------------- .5
es lagoon) --------------- 1. 0
Total design volume usin - 3 . 0 1
g g prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3 . 0 3 . 0 WI
3. 0 3 . 0 154 . 0 104D0H DEPTH
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. F'T. = [AREA 00P + (4*AREA MIDSECTION) + AREA BOTT
39116. 0 OMB *5000. 0 DEPTH/6
1.5
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
• Volume of waste 180 days.
produced
Feces 4 urine production in gal. /day per 135 lb. ALW
Volume = 48000 lbs. 1.37
Volume = ALW/135 lbs. ALW * 1. 37 gal/da
87680 gals, or 11721. 9 cubic feet y 180 days
5B. volume of wash water
This is the amount of fresh water used for washing
Of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A, floors or volume
Volume =
0. 0 gallons/day * 180 days storage/7
.48 gallons
Volume = 0. 0 cubic feet g s
5C• per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation
180 days excess rainfall = by largest amount.
Volume = 7. 0 inches
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
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: Cil*Q��iien
A_ PROVED BY: �•,�p e4 /, o
DATE: /1-17- D
ATE: � !C= .
�¢/5 1 415
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
gyp, E� �
�. , � ee
COMMENTS: FGOR
R
*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, ioats, 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
r-, 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 minimum water content of the liner material
shall obe 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 t ype of for
liner, is the efficient construction processing of clay
thesed compactedeliner.
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
fter _tion according to the seeding specifications. Topsoilashouldobetplaced
-� on areas of the dike and pad to shall be used if the recommended bpermanent vegetation ise seeded. TemporaryeOutgof mulch
dates for seeding. Permanent vegetation should be established aseason 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.

Lormervatzon z)ervice September I980
t File Code: 210
Lrgavr,
HAZARD CLASSIFICATION DATA sciET-
7 FOR ifiRM
,LandownerJl/1/�. IT�"�'' •' County
Lorcmunity or "Mc
Crou __ . . . .
P- ..:_ Conservatiorr-PZan No.
Estimated Depth of Water to Top. of Dam 2, Ft.' Length of Flood Pool A1y .Ft_
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• - E t. V ev. :Est. E evatlon
Kind 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 , a b, c) (see NEM-Part 520.21)
Dam Classi=' tion (I, II, III`,, , V)
BY Date
le (title)
Concurred By
title}
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

TYPICAL X—SECTION
TOM ELEV. 50.00'
• NAIL IN:_?, 3,i� ���_
_-.l�e1Ll_. .---_—�
SEE NOTE 3
z
OQ� -•� SEE NOTE. 2 • �r
W
V
EXC = 16J7 C U'
j
FILL = PAD 12LI C •.CORE TRENCH
S3. S SEE-.SOIL SHEET
80 FOR DEPTH
+ 10%
NOTES: SITE CO_ NDITLQN_NOTES
3
TOTAL: CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED. ,Irl<r}•c
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE ��
COMPUTATIONS BY:
2) DIKE BEHIND DLDGS TO BE MIN. 0.50- " r
HIGHER THAN OTHER PLANNED ELEV., D
u,.. . 4_�, A
i
T 3) WALK AND LOADING AREA TO BE BUILT 1.5' AOOVE LOW
_-- END PADS. BUILD G' WIDE CONTIN., 7' FROM REAR OF BLOCS,
FILL TO DLDGS BEFORE EQUIP MOVES 'OUT (WORK TO BE
ruff imAirr, w/ ru ry /`ni.rlbAr'•r'nnc\ _

q o,
'aerator:Hugg1-ffS- Site 3
County: Columbus
Distance to nearest residence (other than owner) : Date: 10/27/95
1• AVERAGE LIVE WEIGHT (ALW) ) >1500 feet
0 sows (farrow to finish) x 0 sows (farrow to feeder) x 1522 lbs. = 0 lbs
head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 35 lbs. = 0 lbs
1600 head (wean to feeder) x 430 lbs. = 0 lbs
Describe other : 30 lbs. = 48000 lbs
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 =
Volume = 48000 cubic feet 1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4• TOTAL DESIGNED VOLUME
Inside top length (feet) - ________
Inside top width (feet) _____ _____ ______ ___ 170. o
Top of dike elevation (feet) - 100. 0
Bottom of lagoon elevation (feet) - 51. 0
(feet) -
Freeboard __ `-`-`------ 41. 0
Side slopes (inside lagoon) ----------------- 1. 0
- 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*ARE3MIDSECTION) + AREA BOTTOM] * DEPTH/6
15416. 0 6
4400. 0 1.5
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.
-K�k. 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 da
Volume = 87680 gals. or 11721. 9 cubic feet gal/ y 180 days
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 = 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____________________>
Rainfall in excess of evaporation=====_____= 180 days
25 year - 24 hour rainfall__________________> 7 . 0 inches
Freeboard________________ 7. 5 inches
Side slopes____ ____________> 1. 0 feet
Inside top length______________ ____> 3 . 0 1
Inside top width____________________________> 170. 0 feet
Top of dike elevation_______________________ 100. 0 feet
Bottom of lagoon elevation====______________> 51. 0 feet
Total required volume_______________________� 41. 0 feet
Actual design volume________________________> 80264 cu. ft.
Seasonal high watertable elevation SHWT =__> 847. 6 feet
ft.
Stop pumping elev.====___ __ t_ � 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=====______> 47 . 0 feet
Volume at stop pumping elevation=====_____-= 52092 cu. ft.
Start pumping elev.====____-___ > 529. 3 feet
ft.
Must be at bottom of freeboard & 25 rainfall
49. 3 feet
Actual volume less 25 r,_ yr. rainfall
Y 24 hr. rainfall==> 74173 cu. ft.
Volume at start pumping elevation=====______
Required volume to be pumped________________> 74382 cu. ft.
Actual volume planned to be pumped===---_--_> 21639 cu. ft.
Min, thickness of soil liner when re q 5 feuired==> 22 1. 5 fe ft.
et

460118geeh
�O�ZH C 0(4,°
7. DESIGNED BY: °
APPROVED BY: SIQ&;+.'9••,�,
DATE: DATE:
ll �
1 415 a
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN z E� v
C� �o IpE��.•P����o
F0oo
0RY S� ••`
COMMENTS: °eeeeeni�eii�i`��
*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.
r
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
Of 10 feet beyond the outside toe of slope of the dike. The tilelnimum
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. '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
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.
.r
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.

-LwuzervaLzon ,3ervice September I980
j File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR SA SDOrN
J�ndowner `� '% rf .-;� . �,l � ... y Caurcty
LOmmunity or &roup: No_' CanserYation"Plan No. . .
Estimated Depth of Water to Top. of Dam c3;S� Ft,' Length of Flood Pool 176 Ft.
Date of Field Hazard Investi gati on
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure. '
• - Est. .El ev.. st_ Elevation
• - - Kind Cr :Improvements: of Breach
Reach: Length: Width: STope: Land Use Improvements Above :Floodwater Above
Flood Plain- Flood Plain
Ft. Ft. Z Ft. Ft.
2 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
X�h !�-�t.l,`,{.<�� <�.7 far•.-� 'y:� -f_:r.f. ;i_. ,;'y! '!. _�f',.,�r.:r
Hazard Classification of Dam,/(a, b, c) (see NEM-Part 520.21) ,--...
Dam Classification (I, II, III,�IV, V)
By
Date
(title)
Concurred By 'i�. - �_ �, Date,
t name /..t ti tl e] '
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.

51, TYPICAL X--SECTION TDM ELCV, 50,00'
NAIL IN•
SEE NOTE 3
oQ,� _ SEE NOTE. 2 ,
1
UA
EXC CY
FILL - PAD_ - CY
DIKE 9z/ CY �-- CORE TRENCH
SEE-.SOIL SHEE-
Z7d FOR DEPTH ,.,
NOTES: . SITE CONDITION
TOTAL: _ CY - 1) ALL WEAK MATERIAL TO BE OVERCUT SUS..}C' eC c
AND BACKFILLED AND COMPACTED. v-I ti t:M
�';F _ �'j► THICKNESS OF LINER DEPENDS ON OVERALL,
DEPTH. LINER FOR THIS LAGOON TO BE /'S'
COMPUTATIONS BY:
��i/r (.. i."%ff�? r�l:' :.;.7. L-- 2) DIKE BEHIND BLDGS TO BE MIN. 0.51.
IIIGHER THAN OTHER PLANNED ELEV. r
ic,.-., i'
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF BLDGS;
FILL TO IILDGS BEFORE EQUIP MOVES 'OUT (WORK TO BE

"'�ierator:Hn99+ a 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. ALW
Volume = 48000 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) -------------------
Inside top width' 1 . 0
(feet) ------------------- 1000. 0
Top of dike elevation (feet) ----------------- 51. 0
Bottom of lagoon elevation (feet) ------------ 41. 0
Freeboard (feet) _______________________
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/6
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.
i. 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 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 = 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

7. DESIGNED BY: ,� �K APO °'•
APPROVED BY: �.$°�,i10� •��/y°O••,
� pE�SS/pN*..9 •.
DATE:
DATE:
--, �9S 1 415
NOTE: SEE ATTACHED WASTE UTILIZATION PLANNE��P��,,.•r
COMMENTS:_ RY S�.•�
*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
-----------------------------------------------I
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
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. '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
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.

September 1980
File Code: 2I0
HAZARD CLASSIFICATION DATA SHEET FOR 43MLS
,landowner County, •L r�,4413
pity or Oroug: Ida.- Conservatiorr'Plan No. . .
Estimated Depth of Water to Top. of Dam - Ft. Length of Flood Pool /7o Ft.
Date of Field Hazard Investigation /1 `!5
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam fai.Iure.
s t. .El ev. t. i evatlon
• - '• Kind of :Impravemeats: of Breach
Reach: Length."Width: Slope: Land. Use Improvements ; Above :Floodwater Above
Flood Plain: Flood Plain
Ft.- Ft. Z Ft. Ft.
I
2 -
3 = -
Describe potential for loss of Iife and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam Oab. c) (sea NEM-Part 520.21)
Dam Classi— tion (I, II, III,0, V)
Y / �'Z?.t. +r
B - P ._, ; Date e J ti t e
Concurred By ,
C Date
name title
NOTE: 1- Instructions on reverse side.
—� 2- Attach additional sheets as needed.
MAR 2 8 2019

TYPICAL X—SECTION TDM ELEV, 50�00' = .
. NAIL IN:_L. T_ff L wEr
SEE NOTE 3
oQ SEE NOTE. 2
ul
EXC = �'�9'� C
FILL - PAD 78Z C
D I K 9Z/ C CORE TRENCH
' SEE-.SOIL SHEET
27 a 3 �'Q FOR DEPTH ,
+ 10� 7-7d .: . .
q ?3 0 ES: . SITE CO T[0�..N0if S
.• "
TOTAL: CY 1) ALL WEAK MATERIAL TO DE OVERCUT S�F Gl qth—�t
AND BACKFILLED AND COMPACTED.C L,�I��CjH.iNESLINER FOR THISLAGOON NTOVDE L I'�'
COMPUTATIONS BY:
�� — 2) DIKE UEHIND DLDGS TO BE MIN. 0.50.
NIGHER THAN OTHER PLAN(IED ELEV. a
u..•.
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD G' WIDE CONTIN., 7' FROM REAR OF DLDGS;
FILL TO [1l.DGS BEFORE EQUIP MOVES 'OUT (WORK TO 13E

e
ENE 0
MEMEME
IIIIB�, 9 i g le

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
OPERATION & MAINTENANCE PLAN
i

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
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment-- look for:
2

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
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
3

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.
• 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.
4

• 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:
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.
5

•
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.
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.
6

• 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) 110' 7 9(Q -7)1,-
EMERGENCY MANAGEMENT SERVICES (EMS) %0 - & y 0 -C 610
SOILAND WATER CONSERVATION DISTRICT (SWCD) flo - 6 Y z -Z
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) �/o - 6 2-
COOPERATIVE EXTENSION SERVICE (CES) qfo-.6
to O
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.
2. Assess the extent of the spill and note any obvious damages.
8

a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain
your problem to them and ask the person to contact the proper agencies
for you.
5. Contact the contractor of your choice to begin repair or problem to
minimize 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: ( 1100)293-5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
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.
1)711t) Z�W
(Landowner Signa ure)
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (✓)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (-f)Slotted floors;
floors (-[)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(✓)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (✓)Frequent manure removal by flush,pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (✓)Fan maintenance;
exhaust fans Dust (,[)Efficient air movement
Indoor surfaces Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (✓)Proper lagoon liquid capacity
Biological mixing (✓)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (✓)Irrigate on dry days with little or no wind
nozzles Wind draft (,[)Minimum recommended operation pressure
(-I)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (V)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfioor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to use
sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have be viewed
with me.
(Landowner Signature)
MORTALITY MANAGEMENT METHODS
13

^ + o / R Version—November 26,2018
Qa fro �LG Mortality :_0`4nagement F,,Iilethods
S Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should 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 composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
F-1 El NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
❑ a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
JJaW/UXaJ,_". - ra61 m
VSignat re of Technical Specialist k Date

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49. 0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 310650 cubic feet or
2323660 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended -maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. ' Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
--� 9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
�- runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 52 . 3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 50. 7 . This temporary
, storage, less 25 yr- 24 hr storm, contains 21989 cubic feet or
164475 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended 'maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

G
OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
--. runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and- traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51.8 as marked by permanent marker. stop um
out when the fluid level reaches elevation 50. 2 . This temporary P
storage, less 25 yr- 24 hr storm, contains 21989 cubic feet or
164475 gallons.

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended .-maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment
180 days of temporary storage. The time(requiredtforotheeplanned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.3 as marked by permanent marker. stop pump-
out when the fluid level reaches elevation 47. 6 . This temporary
storage, less 25 yr- 24 hr storm, contains 21639 cubic feet or
161857 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended-:maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application. 1
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49. 3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 47. 6 . This temporary
storage, less 25 �!yr- 24 hr storm, contains 21639 cubic feet or
�, 161857 gallons. i

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended -:mAximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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Tract 1395
Farm 17213 CLU Boundary N
Columbus County FSA Office
(H)= Highly Erodible Land Map Printed:January 05, 2006

4835 Dolph Lewis Road,Cerro Gordo,NC-Google Maps 3/12/19,10:32 AN
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