820260_CORRESPONDENCE_20171231

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NORTH CAHOLINA
Department of Environmental Qual

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ronnie Smith
B&K Nursery 1 & 2
999 Moseley Ave
Clinton NC 28328
Dear Ronnie Smith:
RECEIVED
OCT 2 3 2000
FAY E�EVILLE
REG. OFFICE
October 13, 2000
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820260
B&K Nursery 1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on June 2, 2000, we are forwarding this Certificate of
Coverage (COC) issued to Ronnie Smith, authorizing the operation of the subject animal waste
collection, treatment, storage and Iand application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the B&K Nursery 1 & 2, located in Sampson County, with an
animal capacity of no greater than 5200 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization Plan.
The owner should address this inconsistency as soon as possible.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820260
B&K Nursery 1 & 2
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is Iocated in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Don Friday at [phone] ext. 533.
Sincerely,
4serrT. Stevens
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
EFayettevil]CRegional Office, Nater_QualityjSCeti on
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

f State of North Carolina
Department of Environment and Natural Resources
Division of Water QualityrERq� F/VEO
Non -Discharge Permit Application Form'SF
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) ✓U� p2 'Pago
General Permit - Existing Animal Waste Operati^^� 00
The following questions have been completed utilizing information on file with the Division. 1 ase
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
LI Facility Name: B&K Nursery I& 2
1.2 Print Land Owner's name: Ronnie Smith
1.3 Mailing address: 999 Moseley Ave
City, State: Clinton NC Zip: 28328
Telephone Number (include area code): 529-8275
1.4 County where facility is located:
15 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): On left side of SR 1128, approx. 0.7 miles from US 421.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): jv arms u s
1.8 Date Facility Originally Began Operation: 05/19/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No_: 82_ (county number); 260 (facility number).
2.2 Operation Description: Swine operation
Wean to Feeder
5200- Certified Design Capacity
Is the above information correct? lyes; 1:71 no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals T e of Poultry No. of Animals Tvpg of Cattle No. of Animals
• Wean to Feeder - Layer • Dairy
• Feeder to Finish • Non -Layer • Beef
• Farrow to Wean (# sow) • Turkey
• Farrow to Feeder (# sow)
• Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 82-260

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 10.00 ; Required Acreage (as listed in the AWMP):
2.4 Number lagoons rage ponds (circle which is applicable): 7--
2-5
2.5 Are subsurface drains present within 100' of any of the application fields! YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting, Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sil%d? 5S
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - AnimaI
Waste Operations,
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit application
for animal waste operations.
The CAWMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP_
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3. 10 A site schematic.
3.3.1 1 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 82-260
Applicants Initials
VS
11S
-RS

Facility Number: 82 - 260
*478P%F� VFX
q/t/w ��SF�av
Facility Name: B&K Nursery I & 2 0
Ne 2040
4. APPLICANT'S CERTIFICATION: p��4118%paw
na
I, �•r '�� SM'�tt (Land Owner's name listed in question 1.2), attest that
this application for (Facility name listed in question I.1)
has been reviewed by me and is accurate and cointete 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 he returned to me as incomplete_ , , I f
Signature �Dale K
5. MANAGER'S CERTIFICATION: (complete only if different from the l.a rid Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question I.1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS_
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 82-260

Producer: 1-3 4. 11 FAv.nS 1 - -L--
Location: Xt. A �}
Telephone:
Type Operation: Ucr, --► - FcJEtL
Number of Animals: Szoo
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied_ This waste utilization plan uses nitrogen as the limiting
nutrient. 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. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. 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 DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting_ injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 214.0217 adopted by the Environmental Management Commission.

I
Amount of Waste Produced Per Year(gallons, 0. tons, etc_
4wj&
S2--- animals X•W (�) waste/anima /year = was° (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
-52o*'animal X Ibs. PAN/animal/year = -z`lA6 lbs. PAN/year. (PAN from N. C. Tech.
Guid&Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table I: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Ac_ * Utilized Anolication
Total I rz-b 1 3y71�. 0 1 '
. This N is from animal waste only. If nutrients front other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic Eield
ex ectation_
NOTE: The applicator is cautioned that P and K may be over applied while meeling the N
requirenrents. Beginning in 1996 [lie Coastal Zone Management Act will require farmers in
sono eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen_
APS. /
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Total I rz-b 1 3y71�. 0 1 '
. This N is from animal waste only. If nutrients front other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic Eield
ex ectation_
NOTE: The applicator is cautioned that P and K may be over applied while meeling the N
requirenrents. Beginning in 1996 [lie Coastal Zone Management Act will require farmers in
sono eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen_
APS. /
" pt; !

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land (see Required Specification 2))
Traot Field Soil Crop Lbs. N Acres Lbs. N Month of
- See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table I jam.a y70, v
Table 2
Total -L- _C>
Amount of Produced 9f,. CN
Surplus o efict -7 , a
NOTE: The Waste Utilization Plan must contain provisions jar 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.

A . ' LT' MJZ ( PLAN
See attached map showing the fields to be used far the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate I iah Amount In.
A(A-
THLS TABLE IS NOT NEEDED IF WASTE LS NOT BEING APPLIED BY IRRIGATION, HOWEVER A MELAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for !bD days of temporary storage and the temporary storage
must be removed on the average of once everyMONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation o `3At.)F-,
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and. Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to- applying the waste.
Narrative of operation: (t
IZ.a AL of [ot��i _;..! _SpN!1 17.
� J
4

M,ilzz.ow MT;�MUIx7�JI' fi.....
REQUIRED SPECIFICATIONS
I. Animal waste shall not reach surface waters of the state by runoff drift, manmade
conveyances, direct application, or direct discharge during operation or Iand
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of $ I0,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide MRCS with a copy of written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization PIan when there
is a change in the operation, increase in the number of animals, method of u'
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for' other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(interim) - Riparian Forest Buffers.]
S. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
uicorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding. (See "Weather and Climate in North
Carolina" in the Technical Reference - Environment file for guidance.)

' •L1�
REQUIRED SPECIFICATIONS
(continued)
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 conditions conducive to odor or flies and provide uniformity of application..
8. Aminal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a wanner that no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these. soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not peremiW provided adequate vegetative filter
strips are present. (See Standard 393 - Falter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste Shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15_ Animal waste shall not be discharged into surface waters, drainageways• or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drill from the site.

T �1- Wr---
REQUIRED SPEC]FICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system
17. Lagoons and other uncovered waste containment structures must maintain a maaamum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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.
Lagoon berms _and structures should be inspected regularly for evidence of erosion,
Ieakage, or discharge.
19. 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
posse'bility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

WASTE UTILIZATION PIAN AGREEMENT
Name of Farm: 0 i K TA t -Lo-, z4– t - t—
Oumer/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 -year, 24-hour storm The approved plan will be filed on-site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: t.9 , F- 5,•,; a
(Please print r
Signature:
Name of Manager(If different from owner
Signature:
Date:
Name of Technical Specialist: (Please print) _/Aj tt_ C, Ay
Affiliation: c..Ct rA /"r41R.r,\5
Address (Agency): �a, to 752
-- 9a..)f- 14:11 0. 74, C 7, 4.58
Signature: Date:

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SOI L CO N SE . R VATI 0 N SERVICE
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
W4� Qu"SE .
cnoN
`JUS0 2 &nj
U&-_. 9G -rs
TFIVISCft'le
r1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an, accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid'separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by biurcPAing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill cleaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name:
b. Contractors Address: T.�. 1y �.
c. Contractors Phone: I„ _ 3L- n -L-
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: qj,- -5z-,4-vt
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( I Rush system is designed and operated
sufficiently to remove accumulated
so' ds from gutters an designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids eintain lagoons. settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation aintsin vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( esign. operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
.J-�aan up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulations of feed residues educe moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
L -1 -inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes �minate low area that trap moisture along fences
and feed wastage and other locations whore waste accumulates and
and disturbance by animals is minimal.
eintain 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).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes-iiemove spillage an a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for lend application
or disposal.
,+-Vrbvide.for adequate drainage around manure stockpiles.
( spect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator 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.
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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
8MP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
or wooded buffers;
__1J-YVgetative
,j4-0o'commended best management
pra 'ces;
Good judgment and common sense
Animal body surfaces
Dirty manure -covered animals
ry floor
Floor surfaces
Wet manure-coverpd floors
W -dotted floor&;
aterers located over slotted floors;
f 1 Feeders at nigh and of solid floors;
i I Scrape manure buildup from floors;
,PVnderfloor ventilation for drying.
Manure collection pits
Urine
"_Viiaquent manure removal by flush,pit
recharge,or scrape
Paritaf micorbial decomposition
_f-) -darfloor ventilation
Ventilation exhaust fans
Volatile gases;
Fan maintenance;
Dust
W-f—fficient sir movement
Indoor surfaces Dust AH'Washdown between groups of animals
{ ) Feed additives;
( ) Feeder covers;
f 1 Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon f l Flush tank covers
liquid whiles tanks are filling f l Extend fill lines to neer bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater Underfloor flush with underfloor
conveyananee ventilation
Pit recharge points Agitation of recycled lagoon ( I Extend rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
( ) Sump tank covers
Outside drain collection Agitation during wastewater { Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater f 1 Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions __0Pro or lagoon liquid capacity
Biological mixing Correct lagoon startup procedures
Agitation-rMinimum surface arae -to -volume ratio
,-f-) Minimum agitation when pumping
f l Mechanical aeration
i l Proven biological additives
Irrigation sprinkler nozzles high pressure agitation 'Kir igeto on dry days with little or no wind
Wind draft' 'mum recommended operation pressure
Pu intake near lagoon liquid surface
ump from second -stege lagoon
AMOC--November 11. 1996

Storage tank or basin Partial microbial decomposition 41_b�;ttont or midlevel loading
surface Mixing while filling ( ) Tank covers
Agitation when emptying ( y Basin surface mats of solids
I I Proven biological additives or oxidants
Settling basin surface Partial micobial_decomposition ( ] Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying (y Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading (] Soil injection of slurry/sludges
spreader outlets Volatile gas emissions (] Wash residual manure from spreader after use
(I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces ( ) Soil incorporation within 48 hours
( 1 Spread in thin uniform layers for rapid drying
( I Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition ( ] Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ] Secondary stock burners
Standing water around Improper drainage Grede and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
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; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH -33
NCSU-Swine Extension
Environmental Assurenc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies.• PRO107, 1995 Conference Proceedings Florida Cooperative Extension
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 Managment Practices have been reviewed with me.
{Landowner Igna e
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any f ing steam or public body of water.
( ) Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
{ ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. {Written
approval of the State Veterinarian must be attached}

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
Proper lagoon liquid 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 sells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25 -year, 24-hour storm is a violation of
state Iaw 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 fertilizer 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 $00 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:
I . 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:
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 of 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
ki
undertang 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 or 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 inflow problem from a surface water diversion or there may be seepage into the
Iagoon 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 Iagoon should have a flexible pipe extender on the
end o 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 occour 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.

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon Iiquid 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 Iiquid. 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. CIose
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 Ievels, 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 phosphores, 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.
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
-1
J
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G
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7

r-II!A0r1:D R A C74Dr..s^ isir
�.lC -
i
12�-
E's
phone: [phone]
1�ti,: C.: riJi'.ti�ir� ii : v=>rl�l
Lite: '�1 I•'r-
ri�llk Cr�er•�L'1'� I IV'r:i ��'-_-' t�di. S3i:e 7:"L
County- S
1 its G c, to near -?st s -?--si can ---2 • ai -�r "i—
So,
ilii v"r'i e- y
So.'s >tifarto- T_= sca,�iar� t�
Head (finj'Gh1'1 --g only = U
Seasonal H,.'Qh Water Ta 31e 'Elr--` alboi I =
Storage Volume for .1-'lU ge
Treatment Volume Win_ = 1 Ci=. Lb _
Inside Top Length of Dike =
Inside Top Width of Dik9
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike
Side Slopes on Dike =--
25
25 Year – 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Dept.' i =
CALCULATED DATA.-
Minimum
ATA:
Minimum Treatment Volume — Livestock =
Vol_ of 1Vaste Produced = 19,094 CF
Vol_ of'VJa,h VVater = 0 CF
Rainfall–Exce- Evapor. = 13,550 CF
Rainfall / 25 Yr Storm = 13,650 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Avaliable =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
RECEIVED
WATER QUALITY SECTION
[JUN U 2 2000
Non -Discharge Permifing
1.000. J
`71� SJ
~1
124,394
Cubic Feet
131,352
Cubic Feet
180.00
rept
i 30.001
Feet
46.70
Feet
36.60
Feet
1.00
Feet
3.0
: 1
7.00
Inches
7.00
Inches
6.35
Feet
73,000 Cubic Feet
46,394
Cubic Fert
124,394
Cubic Feet
131,352
Cubic Feet
52,823
Cubic Feet
112,649 CF 0 44.80 Feet
117,702 Cubic Feet
Minimum Volume for Permanent Storage = 78,530 CF C' 42.95 Feet
Permanent moorage volume is greater than Mimimum treatment volume
required for livestock

L/1.1 T•1 if LI 1 ?yl i >-,1 11 01+..1, 11}11.i-
± arr, C` L; motor: Fir. F;- Sr;i:i: S;t
. Grate_
1. ST E A S 1AT LIVr JEii H T
!�ji�
✓ Il li Ji l •
.
J.
+\rT011 a�M �L l ri: i'..•r'
—
0
+L..kJ
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:.7
✓`�Yf1
a
..iL
LN r�.
i1
=l�Y.i �� G� .+b _�.i �� til Ij
ji
%�
'.'1'.s
1J_ —
'J
�✓il.
zl 1Lv
•-:��j.• y'r t3� ' [! 1:'c_C�'.�f f
::
�-.i
iii �-. —
i 4,i :i%D
L } ,L S T Er,D j : E
L I .
'a l• ,S <1
/ ,i3s_ 3
rt-
:� nr� N!11Ui,A RE^i i'yami TSE `iTF..I i l -:i
_. ! FII I!' YI 1 ���1 IL L� 1 .! Ii1L ly� S ��t•_4 •;St _ � � ♦_� -Lf lam'
i
4: ..:r _.. i. — I i L° _• f :... - i=- - 's f- f ;� Cx F-
ivillik, l m] YUIUiII_ = L:j_. til _ILYY x L:A= Ll 116:f L .Jila il'_ -; i .L •1u L`fdj
Mlinii i fill n volur' : q — 78.000 ct!bi � ca a+
3. S T OIRGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4_ TOTAL DESIGN VOLUME
Inside" Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth =
0.0 Cu- Ft (As Per O,7r' quest)
180.00 Feet
130.00 Feet
46_70 Feet
1510.60 Feet
1.0% Feet
3-0 : 1
45.70 Feet
9.10 Feet
Determine total design volurne using prismoidal formula:
SS End1 = 3.0 Feet SS ; Side1 =
SS ! End2 = 3.0 Feet SS Side 2 =
Inside Dike Length Cw Design Liquid Level = 174.00 Feet
Inside Dime Width 0 Design Liquid Level = 124.00 Feet
3.0 Feet
3.0 Feet

f7 ~AC)„AC IP.Ie--
>r/L'itl TI LE 1 I:: 1 i •I Si VIZI, 11`t 1�.
Farm FRO.inle-ro h, Site ;:�-L?
VOLU u7E CALr.'JL_�TC,'jS itc.Di7tii uL� —
j -ea of Tar, =
T v Area of To _
P.--
a,rCss of i..'.1iit W i
-i-IJide ik:e lengJ-)i'o0 s ii :ifs= <=1}�= 1,!=ice��i E
1 : JjU x i cA.l--}�.i
21 57k
:r'�:a7'�.I” GIK_•= i`_'i-;�_�i:lf_.JL•tt=�!:
�.�j� •�C:�iw1 F��t
,
Z F IFS'= i"i'ZI J! Ly':i to I i i
-- . Xi
x
7 A TA1 Z
14.11 aqua e- �nGT
Paws 3
Total design volums = IAi of Ton 1 (4 " Ai jai oil ItJ iddsiecfion) - Arq^a of E'_ i i x t�:iS� ui.i
T otal design volume• = a6,&36 x 1.52
Total design volume = 131,352 Cubic Feet
4A_ TOTAL DESIGN VOLUME AT STAN PUMPING ELEVATION OF 11-11.30 Feet
Area of Top =
Area of Bottom =
Ar_a of.Midsection =
19,9% Square Feet
5,286 Square Feet
13,536 Square Feet
Volume ra)Start Pump = [Area of Top + (4 * Area of Area of Bottoi-nj * (Depth
Volume 1alhart Pump = 62,426 * 1.3 r'
Volume (&Start Pump = 112,649 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELE0,TION OF 42.E Feet
Ares of Top =
Area of Bottom =
Area of Midsection =
18,931 Square Feet
8,286 Square Feet
12,246 Square Feet
Volume (& End Pump = jArea of Top + (4 x Area of Midsection) + Area of Bottom) * (Depth "6)
Volume Cv End Pump = 74,201 * 1.06
Volume C Enid Pump = 78,530 Cubic Feet

C)[ l -I X_
Par;;m! 1�ol"µtit: Ronnie St lith. Sits
l7ete : G1 1 'E,.`9�1
vOL� fNiE T�'.Lr�1J�r .1111'3 i��1!_i�1iJLU:•
4C,. 3O,♦?L DE: ir.?,j%`0 �if%il ,�,i P�e`i i3 1 aTv`At—7—I_-r,.; iA
—
i.Itillf:!u:t,e 1 _ r�l_tilGiit •ii•�,uv_ +=rJ_ri —
j AG of Rifi1 J�`1 Li✓�3 —
?erriarrent Vci,uM_
rArmanem l:f_ i iilrtir, =
Y
8, 2`86, Sqr: e Feet
: 2.2 -Ir' jqulalq Fa, -,.L
4
I ay = �r
IPJ J8 _`I 11_� J`• -r3.r� ii •yilt_1._3`_{'!-)t�,} f�_r= _'T[1i�ii j k� '���7S�.r'.
i+rr? 3 Jju_
i Q,�tfr { V Jtl.a114 f ���
5- TEMPOPA. RY STI 0 vLE V0L� M_E CA. Li�UL ,1)NIS
Design Dfaifagc, Area = Area of Lagoon (Top of Dike) � Au•ea of Euiidirtgv
Design temporat-y storage period .= 160.0 D~xys
Area of Lagoon = Length at top of dike * Width at top of dike
Asea of Lagoon = 180.00 * 130.00
Area of Lagoon = 23,400 Square Feet
Area of Buildings (roof S. lot v ater) = Length of Buildings * 1Vidth of Buildings
Arm of Buildings = 0.0 * 0-0
Area of Buildings = 0.0 Square Feet
Design Drainage Asea = Area of Lagoon (Top of Dike) Area of Buildings
Design Drainage Area = 23,400 + 0
Design Draiinage "area = 23,400 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CFJLB SSLIVV 0. 00 136 CFi`Lb SSLVII
Volume of Waste = Lbs- SSLW * CF of Waste/Lb.,
* 180 Days
Volume of Waste = 78,000* D.00136 * 180
Volume of Waste = 19,094 Cubic Feet

UUri T L_1 i (VI i r.t IfUl,-i, II.4k"
Famr, Operr'tor.-
Di2,9-
,R;nnie S. ; J,, :.ttc +'2
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r -n
Vol- of V -ash L:';at-2r
�ij� Volume C: IBM -i rtiui€
Use pic L. 5J1 Um,�-: sYiiNll raIrlVii -2IC-LiLS itaI�"}r�il! �f�-i1
.1 b�5�]( L41110Li11L
I, Slav- �x,esc rainfall =
TDO Inches
Vol. of Excess Rainfall = Design .Area * Rainfall' t rnount
Vol_ of Excess Rainfall = 23,400 * 7-00
Vol. of Excess Rainfall = 13,650 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol_ of Storm Rainfall = Design Area * Rainfall Amount
Vol. of Storm Rainfall = 23,400 7-00
Vol. of Storm Rainfall = 13,550 Cubic Feet
TOTAL RECU BE D TEMPORARY STORAGE
5A- Volume of Waste Produced = 19,094 Cubic Feet
513- Volume of Wash V ater = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 13,650 Cubic Feet
5D. Vol. of Rainfall 125 Yr — 24 Hr Storm = 13,650 Cubic Feet
TOTAL TEMPORARY VOLUME = 45,394 Cubic Feet

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QUA 'R "ER vi FART vi S, 1!1''ti .
F., Box -C,-
Rose Hill. Pam .08-!58
Farn: OoeiaLor. Ronnie SrIlith. Site
/`
�)�-'R,t r�i ,r� B.!�} a,. �hy�r, a�ati,E •� a
T i•� ia` �� - _tn-•��-; `-' S on+ it ! -n: ufii :i �'itj_ - e i
v,,jor Len s;. T^e _6;_nn ; e..? ;red for the plannsd fir d save] tc De reachc-d
i�j �'irlc�llie rt - tenlp�r�srV .st ei yE> y v ry due to ;loll =c}n airt=�n�-'h�fvilfC?r`s
:J i. - E .Lim: i:a, and, s:.e t-,UnnJLnt it ut! Y'as r a!jd .]
lle rri=%ntiis i�ieeRc"i•�ry G'110 a_=• San Ar-ier!1ute=i �,/L];L�-iee e�Ks�=� �n=
f) ,.caste from animais
z) excess rzainW! niter evaooratio.i
and 3) the largest 24 IhOLI.- (one day) rainfall timt. occur�: ori tl;Y average
of once every 25 years.
The volume of waste generated frons a given number of anirnais -•.gill be fairly
constant throughout the year and from year to year -
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceed; the highest 6 months excess in a year- The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each year- The 26 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 the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be instalied on this elevation to indite when pumping
should begin- An elevation must be established to ;top pumping to maintain the
minimum treatment depth of 6 feet.
Pumping can be started or stopped at any time between these two elevation.,
for operating convenience as site conditions permit, such ar weather, soils,
crop, and equipment in order to apply waste without runoff or Ieaching-
Land application of waste water is recognised 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.

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.Aji TSP=- and bruGh f�:rlaji .lS Ft-lm'fr--C} 1`11,01-11 MG- ):�T{:f e aPV
'Lr IEi .^� i $Ein�u; --c- °-sill
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1 li r - r y'-� nr•-D t -11 - ' ='a'- and all ckca%,mfed —las 11
ou c . of • [ 1t an .. , -= " 1, ar � n-
,�il
to a rn, int ln'.tin1 62Pt 3 1'i Dns i,• !`_o!+It, r-- l''sr 7tiZ,-::i1 a(IG Via- �,s- fia cir.rl _ilrr.. j:irn
:Yillll l:),L- ri;a.e of all cleb;;s-
The foundation area shall be loo med thoroughly before placement of
file embankment material. Thr= laq- oon site (and pad site H needed) is to be
strtpped of topsoil (minimurn of J"f and sto4--,piked for use on dPe and pad
slopes (finished depth of 2-3').
SECM0N 2.- CUT—OFFTIENC N
A curt --off trench (�vhen specfe4 shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION!
Constructon of excavated and earthf`ill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of &,e SCS- Ear'u htis; shall be priced in a n-;aximur-r, of 6' [lits and shall pia[[ net
be placed in standing water. Compaction shall be performed by the consuuction
equipment or by a cheeps—foot roller during placement
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include ten (10) percent overage
for settlement.

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SCS -ENG -536 U_ S. DEPARTMENT Of AGRICULTURE
Rei.. 5- 79 SOII CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME �`� DISTRICT_ ___.
DATE Z- /'f' !23 _ COUNTY I.
S. C. S. PHOTO SHEET NO. WORK UNrr `-
WATERSHED AREA MEASUREMENTS
f .
WOODLAND -ACRES
SKETCH OF f'• . POND SHOWING WHERE BORINGS
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BORING NUMBER AND PROFILE
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Al. u e •}i Hulled >�."=rr'tluda
D; Rye Grain--
11.L.i1;. O Rye Pv,
Lyse -h3 foil?'�;Ljii e� s42ed mixtu. ev
0.0 Lbs. Fescue Grass ra, 60 Lbs.'Acre
(Best suited on ciayey or wet soil conditions)
Seeding Dates: September 15 To November Yj
0.0 Lbs. 'Pensacola` Bahia Grass :d- d+0 Lbs.,•`Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Berrnlida Cass gay B Lb4.;'Acre
(Suited for most soil conditions)
Seeding Oates: April 1 to July 31
9=0.0 Lbs_ Rye Grain ra) W Lb ;.;'acre UI ursery for Fec-cu )
120.0 Lbs. Rye Grass @ 40 Lbs _.,Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application
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EARTHWORK
CALCULATIONS

Total Volumes
Grid cell size: 4.02 by 4.02
Original drawing scale: 50.00 ft/in
Project: Ronnie Smith #2
Drawing: Pad & Lagoon
Humber:
Location: Sampson County
Bid Date:
Engineer: John Lenfestey
Owner: Ronnie Smith
Estimator:
Prepared by: using SITEWORK BASIC
Date: 01/17/94 Time: 16:09:22
Final surface: Proposed #2
Initial surface: Existing
Cut
Fill
Difference :
Tight Volumes
4597.21
4339.31
257.90
All volumes are in cubic yards.
Expansion (%)
Net Import :
Expanded Volumes
4597.21
5207.18
609.97

r)1 : �TTcr) ' 1 C', OF AC,
1.11.lT i SI it 1 iV1 : T:i klillt7
Bol( 6107
Prose rIN1. Nr, 28458
Penne:
G�Jcu'a ion) j By. john Lent:f _fe-
Da: _t : G 11`18/94
iirF;if�er�.i^r: 1?or;rzie SC ��. Sre 3r?
.; Pur : Sa7�. Sun
Liu un = to r -;?side cc, ! thr-ar
&:)-i �iii%rJ iC. finish`
fc;r:(`farro'w , fPr{JGF) -
0
H -L -ad 014_11Lyj =
U
Sos {air -1 0 J':'-r1j-
TMJ. Rl
Hea; I -yv'?411 i7 ^=`ii^r
-
Storage Volunne for Sludge Accumulat;or; _
Treatmentl1011U.ne (I -Ain. = 1 CF./Lb)
Inside Top Length of DilSe =
Inside Top VAdth of Dike
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Thickness of Clay Liner =
Side Slopes on Dire =
25 Year — 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA -
Minimum treatment volume — livestock =
Waste Produced #1 = 19,094 Cu_ Ft.
Wash Water lr 1 = 0 Cu. Ft.
Rainfall Excess Evap_ = 13,650 Cu. Ft_
Rainfall,' 25 Yr. Storm = 13,0650 Cu. Ft.
Minimum temp, storage volume of lagoon =
Total minimum required treatment volume =
Total design volume available =
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0.0
CF
C=F'L b
1.0
CF;I_b
130.(A'
Feet
186.00
Feet
130.00
Feet
136.00
Feet
46.70
Feet
46.70
Feet
36.60=
Feet
35.60
Feet
1.40
Feet
3.0
: 1
3.0
: 1
7.00
Inches
TCO
In.
7.00
Inches
7.00
In.
6.35
Feet
6-35
Feet
78A)O
Cu Ft
#2 -
19,094
Cu. Ft
#2 =
0
C11. Ft_
#2 =
13,650
Cu. Ft_
#2 =
13,650
Cu_ Ft_
46,394
Cu_ Ft
#2 =
46,394
Cu. Ft.
124,394
Cu_ Ft
#2 =
124,394
Cu. Ft.
153,834
Cu_ Ft
#2 =
178,176
Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner -- Qesign Volume of Lagoon
Volume of Clay Liner = 178,176 Cu. Ft — 153,834 Cu. Ft
Volume of Clay Liner = 24,342 Cu. Ft
Volume of Clay Liner = 902 Cubic Yards

D'k%I l i oht Peri mot er
41
46.75
46.83
.B3
.10
3.96
3S
4d 1 Tia. .... ..................
43. ?!5
LC9 f 4�3.:Sf!
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16. 70
-------------------
7'r
45. eso
45.:2,5
45. ;2o
44.'50
Report: PIl. " 40iw'4 Gr.»s—sect tori 'Lc�ca,t lonf
Prraje..t: Rm:arr{iir -inith 02
�ra�•air{g: Pxd a- i_w•goon
Surl'a.r.P: Pt"OPOSGd 02
pi--Wp a.red b'J: us i n;v S 17EI,jl:) v. BASIC
Tle,*.e: 'Tine: 1E: 11:y_c

47.7
46.7
45.7
44.7
43.7
42.7
41.7
40.7
39.7
38.7
37.7
36.7
33.7
(�r•oss^S�ctior-t Plots
Dioitizwd Points
Hor,tx. scala: L:0 ftiin Vert. }Cwla_ 2 f�s1r+
Pr-oJwct: Ronnie Smith 02
D"awing: Pad M Lagoon
urhbRtrv:
ic�3aD�t+1 Sampson Co+anty
Envinsar: John Lonfs:stow
Owner•: Ronnie Smith
Estimator:
PP4►pat-wd b%j: us i ng > I TELJ+7FiK. $ASI D
Dates 01/17/44 Timms. 1b: J. 1: 32

47.7
46.7
43.7
44.7
43.7
42.7
41.7
40.7
39.7
38.7
37.7
315.7
33.7
Cross -Section Plots
Aiwitimad Points
Horiz. acsls; 30 -Pt.-in Vert. acA.ls: Pk%'in
Pr0,1ect: Ronnie Smith M2
Ar-wwin?: Pwd k Lwvoon
Numbtr.
b?Swti?n Swmpson CtountV
Enpimeom: John LanfrstOW
UWf1lr: Ronnie Smith
Eat 1mat or-!
Pr -pp Brad by: L. *Inqq SITEWPORK' BASIC
bats: 01i17i94 Tima* 16:13:11
..........................:'... " ._ ._ ............................... ._._......... .... ...... ,..,.... ,....
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32.6
31.6
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49.6
47.6
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43.6
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42.6
41.6
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Cress-Sactlon Plots r
Digiti.zod Points
[HcDr-iz. scs.1&: 30 ftiin Qot-t. scs.la: 2 ft.%iri,.7sct: Ronna• Smith N2
�Pwd A. LsWwoon
rrber�9amPson County
Hin•or: John L,sn+ostow
1rr: Ronni• Smith
tiMator:
pp -ad bv: LUL in��rr SITEWORK BASIC
As i_o: 01.,17.-94 T l m!: 16: 1.4: 407
I1................ ....................................... ..... ....•.... ................. ..... .............................I.... I........... ..................I
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Ronnie Smith #2, 2600 Nursery -- Sampson County
Typical View of a One—Stage Lagoon System
High End Pad Elevation:_ --f7 . _ Ft.
Low End Pad Elevation:__ Z1'7 2-0 Ft_
Confinement
Building
• � Li1'. ��i.i' r
,., j`_
Z16.'10 Ft.
Top of Dike Elevation:__
Top width:__ 12 Ft.- Maximum Fluid Elevation:- qJ.io Ft•
---� _ Discharge Pipe invert Elevation: •8OR. r -
Pit
12-2 pipe (Needs to be
adequately supported)
Bottom Elevation:_36._:6d Ft -
Treatment Lagoon
Maximum Depth: 9.10 Ft.
Inside Side Slopes: 3:1
Outside Side Slopes: 3:1
Start Pumping:�•
End Pumping: �•Z•45 ��.
Water Table:Q0..O0 F-6.

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QUAR: 01 FA AWAAS. MCC
P_0. Box o07
Rose Hill. NC 22 458
F'mi per atDr: Ronrie S{rtil`i. She K
Aty . (3 !1 V V `K
i
Soilt'
i s�jbgJation o Dete-inline si�is�irr;t} cJ F,`opc;Eired L-aigo_ri =-fit
-------------------------------------
CfI!_' (11"i G-Dii is :rinkjs '.. Vers WAS
n
43 :nim sheTshey Hfan.k Gay, SCS io
if thC- irsiir �# =01 ; OLVI C! Q S for - rnbarek en r I iter i=il Or die lagacn 1.
The bAng `:`i s _ � aade in tip vicink v rf he FKopt1wd l`ii'' wn—
ago s
Me A+�ch �,i vaton f t5 .Cflu fG=I is i cat'�d n f - .�';..? of a nail !1 .i 12"
��•.�� � iGiie e_4u_
of Station A -lr-U r'1_ i
�r G-An5t hrQl 2l�r s:l� 37. Va.LE T = Feili
, . -
Using the Unmed C Ussification Ejah i;, thq rosuits oftf-ie borings are as follows -
Boring # j : u Ft — 1 Ft — SIS material (silty- ands)
1 Ft. — Ft — SM,SC materials (silty sands; clayey Mnds)
3 Ft_ — 7 Ft — SM material (silty sands)
7 Ft — S Ft — SM,SP materials (silty sands; poorly graded sands)
Basad on the results of these borings, SOME of the soil's arrailabl= on this site ar_ suitable
to be used as embankment material for the lagoon site_ A suitable clay material (SC,CL)
for the liner will be required_

-DARTER ILS FARIv1S, Ii C.
P.O. Rcx 007
R o. -e Hill. PIti. 28 i�`1
PI -:o; -ie: Di1-0—_=?y-64
�jit-ikon- Q- c;hn Lanfe .i_v
Cate- 01 ,'1 R_i
Pari Ronnie Si nit +. Site = 1
ff
Dist anc :'� :i=' _1 eG' 1��_f�ieF cr. Itr...tlint th-a r•= o'ti: i?9!.,_
i N P I r i DA 1 ,�.
.So -i tolini h,1 = �k
Low-, rfa;-row tc` 'Gar' j =
U
mead aa11 to fec-d�i
S saGonal High` Water f abi - E)avaffor? =
Storage Voianne for Sludge AcGumiulati.on =
T rastment Volume (Min, = 1 CF; L;,� =
Inside Top Length of Dkr-_ =
inside Top Width of D "K9 =
Top of Dike Eleva+.ion =
Bottom of Lagoon Elevation =
Freeboard Dept, 01 Cirke =
Side Slopes on Dike =
25 Year -- 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimurnemnan,I?nt Storage Depth =
CALCULATED DA T a:
Minimurn Treab-nent Volume — Livestock =
Vol. of Waste Produced = 19,094 OF
Vol. of Wash Water = 0 CF
Rainfall --Excess Evapor. = 14,0190 CF
Rainfall /25 Yr Storm = 14,0003 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volums =
Total Design Volume Available =
Total Temporary Volume Avaliable =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
440
Cubic Feet
ss, P 'l;«r_­
Cubic Feet
1:32,102
Cubic Feet
1.0
CF Lb
qr
? CAD. 00
F,?et
120.00
Feet
50.SKI
Feet
41.00
Foot
i,00
Freet
3.0
: 1
7.00
Inches
7.00
Inches
0.15
��re,�
r__c
73,000 Feet
47,094
Cubic Feet
125,094
Cubic Feet
1:32,102
Cubic Feet
54,081
Cubic Feet
112,9G7 CF (E.) 49.00 Feet
118,102 Cubic Feet
Minimum Volume for Permmnent Storage = 75,021 OF (5) 47.15 Feet
Permanent storage volume is groater than Mirnimum treatment volurne
required for livestock

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7 fi'l 1 N1" N", '�]� 0,U1RiEDTFREri�iVILENT 'VCI ' •(Ar `,C � �'C^�I
—. ererl�viil'r t•er, f�LY+ li 4 - ri .ir�•.-.4.-JI'rri a•r �-.t=r•�=�•
0
:J
18,s-00 L= ?.
1?%111 iif lLll l -I VtJlun1=LU-- %JNJ A 1--t—ant ti y•JiVolLiiii ;ti•✓I mo i-
Minimum volurnn- =
�'�.''�'} r+
i 1,i.IVtl 'vG=biL r- L
3- STORAGE VOLUF 1E FOR SLUDGE ACCUMULATION
Minimum volume =
4. TD T A.L DESIGN VOLMAE
Inside Top Len-Tth of Dike =
Inside Top VlAdth of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth
11)
zVn- c
0.0 u. Ft (As Per i'MM, er's7
5t)
200.00 Feet
120.00 Feet
50-90 Feet
41.00 Feet
1-00 Feet
3.0 : 1
49-90 Feet
8.90 Feet
Determine total design volume using prismoidal formula:
SS 1 End1 = 3-0 Feet SS/ Side1 =
SS/ End2 = 3-0 Feet SS/ Side 2 =
Inside Dike Length taJ Design Liquid Level = 194.00 Feet
Inside Dike VVidth 6LD Design Liquid Level = 114.00 Feet
3-0 Feet
3.0 Feet
=J riT
L;
L .] �i .T Lir io >Tl
01
2.iiJ
: is=G �'r1e�: i iJ i3ufj
!
.�l�
ui �'t•'.
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0
:J
18,s-00 L= ?.
1?%111 iif lLll l -I VtJlun1=LU-- %JNJ A 1--t—ant ti y•JiVolLiiii ;ti•✓I mo i-
Minimum volurnn- =
�'�.''�'} r+
i 1,i.IVtl 'vG=biL r- L
3- STORAGE VOLUF 1E FOR SLUDGE ACCUMULATION
Minimum volume =
4. TD T A.L DESIGN VOLMAE
Inside Top Len-Tth of Dike =
Inside Top VlAdth of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth
11)
zVn- c
0.0 u. Ft (As Per i'MM, er's7
5t)
200.00 Feet
120.00 Feet
50-90 Feet
41.00 Feet
1-00 Feet
3.0 : 1
49-90 Feet
8.90 Feet
Determine total design volume using prismoidal formula:
SS 1 End1 = 3-0 Feet SS/ Side1 =
SS/ End2 = 3-0 Feet SS/ Side 2 =
Inside Dike Length taJ Design Liquid Level = 194.00 Feet
Inside Dike VVidth 6LD Design Liquid Level = 114.00 Feet
3-0 Feet
3.0 Feet

i I A UTE D A A k=:, Mr6 AC I lw---
J :.•lfa i3 Li 3 [L'1 t TI 71Y1•..1, i1V v.
O;�eratri Porrn``r;ie '.'nliii;_
'1iu �' Jim vi�.Lir l:.o n2 ,u�':iJ:
A_ ea of Tor,
-7f T;�S
31D ft
,Apc—1, -4. 11 grtt�f
oi k-1
:reg CIT r0id :2 --tori
;�1'_II'CCz!1' If?5}G �7f1[c cl�;i��tnj
.✓J k �.ir'L�
I_ _"
siiSiCi= uit:=? := i s•yu [i..�r:�aii (i if
tic ,lei= �IIIt� YJmaj;. LLC F.1)
"air:?r:,` I�'---�ltii ��r}fy :=s T�f6 r: 4r7�k�RiV
17.:'r-:
605 Sn; :Fig
P
Total design volume = [.Ares of Top , (4 * Ar=eta of Midseeticnl - Arca of Bottom
i oEai deGign voiun,e = S .0 = 1.40
Total de-GICIP,voiur;19 = 132,102 0 u b i c Fee±
4A. TOTAL DESIGN VOLUME AT STAPT PUtinp;r� �LE!;p rlC�n; nF sa Fest
Area of Top =
Area of Bottom =
Ar. a of Midsection =
20,482 Square Feet
8,520 Square Feet
10,925 Square Fee#
Volum,2 65)Start Pump = [.Area of Top + (4 * Ar -:!a of Midarmtion) + Area of Bottom)
Volume rE%Start rump = 84;7x.3 * 1.33
Volume ('9 Start PUMP = 112,q',i7 Cubic Feet
4I3_ TOTAL DESIGN VOLUILIE AT END PUMPING ELEVATION OF 47.15 Feet
Area of Top =
Area of Bottom =
Area of Midsection
17,306 Square Feet
8,520 Square Feet
12,573 Square Feet
Volume r-) End Pump = [Asea of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth: t7
Volume Cq) End Pump = 76,118 * 1.03
Volume (Cv End Pump = 78,021 Cubic Feet

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a. -
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`4v. _�ia.i DE:'-, �._I'MJir �,[ ! r�I1�•�.Ii=i4I y!i}�v -I iE�1{J
3:i ii i) .r• r'urF5i.�3-4: �Lv�-9= DGp •
f f c? :,f Tor)
r) _
1 1 � �
i Yl iii an en!'. tJeu tis_' —
1 . 3;0.6 Sg7Liar--a -=a-
�?tf 3 "3} Y_��j I 1 r _:+t"rY �,i i<i��:t'e �c{`if lj - �is.�l ;•T K Ct?!� {"1 i -r
Si I i 4 {ii :. vJ
T VL i 'iiJbic J J L
FiEiF`t=����c
Design Drainage Area = f5rea of Lagoon i op of Dike) + ikrea of B11iI'd ing_
Designs temporary storage period = 180.0) Days
Area of Lagoon = Length at top of dike * �rlidth at top of dike
Area of Lagoon = 20}O.00 * 120.00
Area of Lagoon = 24,000 Square Feet
Area of Buildings (roof u tot water) = Length of Buildings * Vvidth of Buildings
Area of Buildings = 0.0 0.0
Area of Buildings = 0"0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
n sign D aii ge 'rea = 24,000 + 0
Design Drainage Area = 24,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
P,pproximate daily production of manure in CFILB SSLVN 0"00136 CF'Lb SSLVJ
Volume of Waste = Lbs. SSLW * CF of Waste,'Lb_/Day * 180 Days
Volume of Waste = 78,000 * 0.00136 * 180
Volume of Waste = 19,044 Cubic Feet

i rrie 'wper.��or= l eci_iriiV Sti1.it I. v%iu
Ufa. O� ";I ;G4
I LiVl1 0 i✓-.� 1( Sf •J R 70LU['lli, 'vY Ls.i Ul.0IVti
t ,G ' 'is'i. � i� i,/ ..:'ate.' -e _ �Iov-*-i or vol,. n --a
3i ..I . f : �i 11 y� . : 1 Li for rr.=_�
aT 1v I� y� a}r. s:��,i� -';1 }• r:l 1r'r "�J r, Fir'i' I%`ij=L_!'.r`Ir6t-
Jl Ir _ _i F ;iti..-r � �, ._• i,�=: 1 t� 1!. . _.
t2.1c: ,R';oon ;oiatcl a' c accou tc--d -10r in 5A.
`v'oi. ri1 �YLus i' Vi,�x:3s
it oi. =%! 'Nash i"rfatgr
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TI_
10 0,jub!C i apt
Failn1�"111{1 ). 4V'5poratlo1S
UG,g l7erifJ:s c3f i1f31? ainrlt=X.c=et1:.a----vapora-'soin alllJl.J ,L.
1180 days excess rainfall =
7.00 Inches
Vol. of Exce. � Rainfall = De;;icin Area * Rainfall rrriou;it
Vol_ of Exess Rainfall = 2)4..000 * 7.00
Vol. of Excess rainfall = 14,000 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol_ of Storm Rainfall = Design Area * Rainfall A vnount
Vol. of Storm Rainfall = 24,000 * 7.00
Vol_ of Storm Rainfall = 14,000 Cubic Feet
TOTAL REQUIRED TEMPORA 11 STORAGE
5A. Volume of Waste Produced = 199-04 Cubic Feet
513. Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess of Evapor. = 14,000 Cubic Feet
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm = 14.000 Cubic Feet
TOTAL TEMPO)RAP,' VOLUME = 47,094 Cubic Feet

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1 j waste from animals _J
2 )
L excess ruinrall peer evapcirabion
an 3) the largest 24 hour (one clay) rainfall sat occurs on the average
of once every 26 years.
The volume of t.,aste generated from a given number of animals will be tairly
constant throughout the year and from year to year.
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year_ The average annual excess
rainfall is approximately 8 inches. Therefore, an average of S inches of excess
rainfall will need to be pumped each 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 the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin_ An elevation rrust be established to stop pumping to n-aintain the
minimum treatment depth of 6 feet.
Pumping can be started or stopped at any time between these tv.,o 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 appl,ying,,Taste to
prevent damage to crops_

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should not be L.srd foi- fli,L,:i: ng a Yi. initial fil;i;r.�, f
L. I he aLLa :ed ast-� utilization plan --hall bi-- SVIi5�7:i�1�. I iilJ
plaan recommend-.saitipling and t_� ij.no {ii l�L�ain i3� iiiscrFi Ii411 Fiir:
before land application -
lagoon Begin pump —out of h. -_ when fluid i val i FaC,`�_3 a?leV ti i? 49.li : f��r
as marled by the pe,-man_-nt mark er.
Stop pump—out of the iagoon ishan fluid level reaches elevation 47.15 fee'•_'
or before the fluid depth is less than 5.15 feet deep (this prevents
the loss of Favorable bacteria) -
The designed temporary storage volums lass the 25 ; ear — 24 hour
storm volume is 36,174 cubic fee! or 270,585 gallons -
As stated before; this volume will vary considerably from year to year. L
4- The recommended maaimur-r, arnount to apply per irrigation is one (1) inch
and the recommended mo-ximurn application rate is 0.3 Inches per hcur-
5- Keep vegetation on the embankment and areas adjacent to the lagoons mowed,
annually- Vegetation should be fertilized as needed to maintain a vigorous stand -
6. Pr_�,pair any eroded areas or areas c6maged by rodent_; 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 ire applied in open ditches.
Do not pump within 208 feet of a residence or within 100 feet of a well-
9- Tl -ie Clears Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. The Department of Environment, Health and Natural
Resources, Division cf Environrne-ntal Management, has the responsibility
for enforcing this law.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
Ronnie Smith OCT 15 2004
B&K Nursery 1 & 2
999 Moseley Ave DENR _ FAYETTEVILLE REGIONAL OFRCE
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820260
B&K Nursery I & 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ronnie Smith:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 26, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ronnie
Smith, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820260 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the B&K Nursery 1 & 2, located in Sampson County, with an animal capacity of no
greater than an annual average of 5200 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to ,.Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keein
and monitorin conditions in this permit.
Aquifer Protection Section - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone]/Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recydedll0% Post Consumer Paper
NonrthCarolina
Aaturally
�F

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
-Z:5.
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820260
APS Central Files

Ronnie Smith
B&K Nursery 1 & 2
999 Moseley Ave
Clinton NC 28328
Dear Ronnie Smith:
Michael F. Easley, Governor
William G. Ross Jr., Secretary,
North Carolina Department of Environment and Natura! Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
May 1, 2003
Subject: Certificate of Coverage No. AWS820260
B&K Nursery 1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
On April 28, 2003, .the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend -the expiration date of the Swine Waste -Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 26, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Ronnie
Smith, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820260 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the B&K Nursery 1.& 2 ., located in _Sampson County, with an animal capacity of
no greater than an annual average of 5204 Wean to Feeder swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.,
NU EMR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Intemet httpJ/h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through. 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional _Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
11del-
for
Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc= (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820260
NDPU Files

Producer: 13 + - \4 'FAtr%s ! - -I--
Location:
Location: 4. q 9arc /r>1 A A
Telephone:
Type Operation: UcA,4 - fif-JE,�—
Number of Animals: SZOO
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to red uc he amount of commercial fertilizer required for the crops in the fields
where a—waste is to be-app4d. d. 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. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. 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 DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To ma)dmize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21-10217 adopted by the Environmental Management Commission.

I
'' ' MIA
-l?.
Amount of Waste Produced Per Year&allons. 0. tons. etc.
AWS
animals X -y- (�) waste/animal/year = z -a$° (amt) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
'j;746, animals X •`la Ibs. PAN/animal/year lbs. PAN/year. (PAN from N. C. Tech.
Guide -Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Ac. * Utilized Annlication
Total I 3Y71.
" Tlus N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applic4 they must be accounted for. N must be based on realistic vield
cxp ectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting file N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nifrogem
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Saj --
.v®�
��
E-- VUSM,,M
Total I 3Y71.
" Tlus N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applic4 they must be accounted for. N must be based on realistic vield
cxp ectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting file N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nifrogem
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-------------
.� - - -
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Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attahhed)
(Required only if operator does not own
'adequate land [see Required Specification 2])
Track Field Soil Crop Lbs. N Acres Lbs. N Month of
' See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1 17-.
3 q-7 v
Table 2
Total ->~
V-7e,o
Amount of N Produced
X496, o
Surplus o efica -7 , p
!VOTE: The Waste Utilization Plant 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
elenrents.

r
W
See attached map.showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SMULAR TABLE WILL
BE NEEDED FOR DRY I.TITER OR SLURRY.
Your facility is designed for !bD days of temporary storage and the temporary storage
must be removed on the average of once every(e MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to- applying the waste.
Na (
Narrative of operation: t i 4
7II l
Z. a AL S P--, j5-,
4

J� Y
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff� drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited_ Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for. the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization PIan when there
is a change in the operation, increase in the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions,
and level of management, unless there are regulations that restrict the rate of
application for'other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS)." If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves the field. These filter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation titled
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" in the Technical Reference - Environment file for guidance.)

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
nmoffdoes 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 conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the Ieaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these.soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil -
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced ,for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, draivageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or dri(1 from the site.

., _= �; """'�:"` „•t�� L;.l+ "L.= s `,�: z �'�[+:Z:L � � ::2yrs 11,
REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
..
17. Lagoons and other uncovered waste containment structures must maintain a ma?dmum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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.
Lagoon berms.and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. 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.
24. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

�• Y Y�,,......v, v.-...,,.-...�,++,..c:.::::Sa:�:'.m.::.x.2.,.:;.,.....,..•..,....... ...........,2.. �2:t:?:... �akr...?..v...+.-...,.............v...G........
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:__ g c, K &:t-, 34- _I - t— -
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction ofnew facilities will require a new
certification to be submitted to the Division of Environment Management (DENT) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 -year, 24-hour storm. The approved plan will be filed on-site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: IZ v J r.S , E S,►,;
(Please print r- -
A
Signature: 9-/- rt'(,
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: {Please print) ,Tri k %fly
Affiliation:
Address (Agency): _ IPa. (S a x '75"
- '? Z, � E "l-0 - - N C 7 12,45 8- -
`ej/ qt.
Signature: Date:

78* 15 W
F'. S. DEPARTMENT ()FAGRIGULTURF
SOIL CONSERVATION SERVICE
Thv, rn,jp yv,ls cc)mpilct; ny ti.S. i ment ()i A131 H '11; LP e,
SON (-0115el v.J., loll 'Irld 0-�)put.j I irig 1973
Pbo t (19 11 pt i y o 5 1 a i r i of'. f t I U S. 0 L! p d i t i ne i I t o1 1
Gi'(flo(pcif Sm vuy
LeA
A
5000 4000 3000 2000
1 .5

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r,

State of North Carolina
Department of Environment,
&n4
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor H NFll
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
RECE VJ
July 24, 1997 JUL 2 S 1991
FAYETTEVILLE
MEMORANDUM REG. QFRCE
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility num 82.260 d 8�were combined under one facility numb r. 82-260.
Facility number deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper